Laserfiche WebLink
SECTION 34, T33N, R26W <br />�t- <br />ALTA/NSPS SURVEY OF <br />tas <br />_ <br />�T <br />. <br />l <br />•• '. <br />ST <br />18296 ZANE R,.,.EET N.W,, <br />0 15 30 <br />1 INCH EQUALS 30 FEET <br />{ <br />CITY OF ELK RIVER, SHERBURNE COUNTY, MINNESOTA <br />- <br />BASIS FOR BEARINGS: <br />SHERBURNE COUNTY <br />COORDINATE SYSTEM <br />� <br />l (NAD83, 1996) <br />-'.�� <br />s - �• , �, � � , ,,� <br />• <br />�.: <br />,. •.I , <br />B t, ! - ti . • <br />_- .�nr.. <br />-T� <br />-., <br />'FIIFJM_ Mmm IBJ, a it <br />MINNESOTA ®� ����® BASIS FOR ELEVATION: <br />ENT <br />- - <br />. <br />�r - <br />-- <br />_ <br />OF TRANSPORTATION <br />STATION "POWER AZ MK" <br />AT THE SOUTHWEST <br />_ �x ■ <br />-ROAD <br />CORNER OF COUNTY <br />12 & <br />N ■ p r M rLxw' <br />• l', <br />HIGHWAY NOT169K ELEV.=902.613 AVD <br />) <br />I r_ :_• #° : -.'7 '., r_ :.....};= <br />STATEMENT <br />OF APPARENT ENCROACHMENTS "" <br />(VIA REAL TIME GPs <br />} <br />ir1R S! ` :_ j <br />WESTERLY SIDE OF 18296 ZANE STREET N.W. <br />MEASUREMENTS UTILIZING <br />O CONCRETE CURB ENCROACHES ONTO ADJACENT PROPERTY MINNESOTA DEPARTMENT <br />A SOUTH SIDE OF 18298 ZANE STREET N.W. <br />- <br />� CITY <br />OF ELK RIVER, SHERBURNE COUNTY, MINNESOTA <br />A MAXIMUM <br />DISTANCE OF 0.9-FOOT. <br />CITY OF ELK RIVER, SHERBURNE COUNTY, MINNESOTA <br />of TRANSPORTATION <br />VRS NETWORK) <br />r <br />,` - I <br />1 ` �� ' • ` �, <br />Y Park <br />1 5e.- <br />CONCRETE BLOCK VENDING WALL ENCROACHES ONTO <br />© ADJACENT PROPERTY A MAXIMUM DISTANCE OF 5.8 FEET. <br />CONTOUR INTERVAL=1 FOOT <br />J ,l: ti ti <br />0 <br />VICINITY MAP <br />0 <br />NO SCALE) <br />\ / CB <br />RIM 903.21 <br />PP RID <br />OH OH OH OH <br />FH <br />� <br />PP <br />OH O� <br />PP <br />SP <br />O <br />STMH----------- - <br />RIM 903.48 - <br />CONCRETE CURB <br />- ----------- <br />_ P <br />S <br />-O <br />OH <br />CB <br />RIM 905.36 <br />CB � <br />--- _ , i <br />ro RIM 905.20 CB � - - '� <br />0 SP <br />CONC. <br />o SSMH <br />O� <br />RIM 905.71 CB <br />WV <br />SSMH RIM 906.38 ST � CB <br />RIM 905.57 CB <br />RIM 905.44 RIM 906.66 <br />CURB <br />n <br />RIM 906.08 <br /><n <br />SS <br />SS SS <br />SS <br />SS <br />S SS <br />CONCRETE MEDIAN ---_-_ <br />CB <br />STMH <br />RIM 906.99 <br />���/// 1E GURB <br />STMH GGNCR <br />RIM 905.33 <br />GB <br />903.79 MAIN STREET <br />RIM 905.85 <br />W `� <br />CB <br />RIM 903.38 (RIGHT OF WAY WIDTH VARIES) <br />- = CONCRETE MEDIAN (BITUMINOUS PUBLIC ROAD) <br />N <br />CONCRETE FOUND 1/2" <br />CB IRON PIPE <br />RIM 903.31 (RLS 17008) 906.1 <br />C7 <br />N <br />9os.85 <br />RETE <br />eoa.3z CONCCo <br />,\ \\ <br />----_________________ <br />---- ---_4 <br />---- --- <br />906.14906.44 <br />- - <br />Re CB <br />„\\\ <br />_ <br />---------- <br />-- 90666 <br />O 0 <br />UE 9 RIM <br />a p 905.02 <br />�CQ <br />905.05 <br />� <br />906.35 <L CONC ��_- -- m - v . <br />Rf O <br />���Uq- <br />7 <br />903. 90 904.7 _ 9 906.65 $7DEw U 905.5---- �\ <br />GR AIK� 905.9 <br />�• <br />5--4-=--» <br />" 904.73 05.12 _ <br />�- eo4.z7 0 W soe.7a 906- <br />T 9 d a 9p <br />905.900 6 .. <br />903.05 4 <br />a CONCRETE SIDEWALK so6.is Lp <br />SP ,� 903.40 d i =905 LP D 903.84 904.21 ,s'•ASH <br />soa.a3� 904.66905.20 905 904 - 03.m 904 MB <br />a <br />z' ASH <br />EMH 5" AS gam. (J1 O <br />Og 605.20 w1 7�., <br />Boss <br />ST <br />\\ <br />CONC. 9 <br />CURB 5 <br />9oz _ <br />g3 9°� 5 904 �' 902.2' 902.58 CONCRETE CURB 903.31 903.71 <br />/ a 10' DRAINAGE &UTILITY )ASMENT 5' TRAIL SEMEN <br />ELK RIVER CROSSING SEADD .) (DOC. NO. 405503) <br />eo2.oe HEIGHT=20.5 FEET ( SCHEDULE <br />I <br />4.68 EMH E <br />CONC. CURB 906 ea6.o6 v <br />904.89 rn <br />ui g M SP . <br />"J 0 MONUMENT <br />"t °5 <br />O <br />\ <br />CB s .93 j� (SCHEDULE B ITEM 19 ) B ITEM 1 <br />902.83 MONUMENTS CLEARANCE=17.5 FEET ? <br />D p <br />9o4n SIGN <br />SPO <br />PP ____ <br />RIM 902.09 903 <br />/ c0 O <br />�0 "THE HOME DEP "/ a <br />"WALMART" <br />-H <br />606.28 GARAGE FLOOR 9os.n <br />\ <br />a 2.97 °' <br />� <br />CONCRETEo ELEV.=905.44 ��Cj� 7 <br />39.6 <br />\ <br />� 90 .87 <br />j� 902.63 \ •9D? GP I1' / 3 PARKING SPACES <br />9 907 (O LO 903.16 903.40 .904.+5 <br />905.05 905.30 <br />905.27 <br />904.37 � � <br />17.320 a CONC. APRONs°s.3s <br />°O , / ) / Q a 903.9 <br />9p3-\l \ <br />526> <br />•68 LP <br />o <br />O o <br />\ <br />\ <br />1 C ^ VENT 9 z'z7 902.23 / a ° <br />& o % G <br />I V 98.78 TR �!� PIPE R s�,•66 / ti o go o <br />9 q 1F 904.31 p8,g2 <br />O° <br />o o o FIRE HOSE 48.04 O <br />CONNECT 3 OVERHEAD DOORS vJ <br />N 18298 ZANE ST. N.W. 5 <br />CANOPY�o a°3.62 s°3.77 905.43 <br />UTIL. Q 90.30 rJ' <br />Ci °o a o a 603.69 soa.oe <br />M SINGLE STORY CONCRETE BLOCK <br />V <br />(FORMER "JIFFY LUBE") / <br />\ <br />z s WV a pew <br />PP j \ 90�OF,p 0 / p4 > CONCRETE O� 80669 <br />S OG sos. <br />o= <br />6" LOCUST CONC. BUILDING FOOTPRINT=2,067 SQ. FT. w GM 0908 <br />CURB EM TRANCE SIDE 3 OVERHEAD DOORS o <br />04.74 <br />LEGAL DESCRIPTION <br />/ <br />\ <br />G <br />a q AC <br />902.79 <br />E O° c0 0 P40� ^� 9G-r, oGo� 1 ELEV.= o n <br />co a R q / a / 904.59 �> 1 0 "°, <br />9°2.25 <br />y0 <br />DOOR 65.33 ^ <br />23.7904.07 CONC. sza GC <br />s 9.61 - 0 0 0 o a C <br />FIRST AMERICAN <br />FLOOD ZONE <br />"X" \ <br />O ° S ti/r Q� 4 O D`OFt yam°° 4 g F <br />w 0 J / ° / � J,� 3s <br />O o qti qiy <br />905.20 sos.n 9°6.1° �, !� ,^ 2 <br />CONCRETE 37 '� h Q <br />TITLE INSURANCE COMPANY <br />SUBJECT PROPERTY LIES WITHIN FLOOD ZONE <br />(AREAS DETERMINED TO BE OUTSIDE THE 0.2% <br />9 z.z 90203 <br />O ° r OF°°° <br />oa.at <br />BLOCK w HEIGHT= 05 0 32 �o <br />`� <br />ANNUAL CHANCE FLOODPLAIN) ACCORDING TO THE <br />\ r pyo_ / Q p / ° o+ �o <br />n � r" ° 18296 ZANE ST. N.W. P <br />REFUSE Q 7 FEET rn O^ �h�� <br />ENCLOSURE <br />COMMITMENT N0. 615596 <br />FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD \ <br />INSURANCE RATE MAP COMMUNITY PANEL NUMBER <br />> er 90296 C Go <br />0 0 ��o �Gmm .� a / 904.03 O9 F 9� <br />rn tJ a �y1i ? vT �Y °+.19 <br />a N ^• <br />N m GARAGE FLOOR �� <br />ELEV.=905.39 <br />DATED JUNE 29, 2020 <br />27141C0395F, DATED NOVEMBER 16, 2011, <br />^ <br />Nr r O Ogv ct p CIRCLE K" EXXON" <br />�p N GrnN - / 2 ° / (�K 1 ( / ) �' 9S <br />�� Oo Ip �tiCy 603.68 <br />0 <br />H z Plv V;• // // <br />RI 03.88 Y V c� <br />/ Lot 1, Block 1, Elk River Crossing <br />SHERBURNE COUNTY, MINNESOTA \ <br />CoA �na�n 902.80 / o/ BLOV e°3 7 904,'7 SINGLE STORY CONCRETE BLOCK <br />az«z �^ <br />BUILDING FOOTPRINT=6,201 SQ. FT. �� <br />CONC. , Q �• <br />90 a CURB <br />Second Addition, <br />�) <br />o p Gar^9Y OZy,1r \ EDGE OF 09.96 0' <br />> ;O In O O / 03.32 <br />$ �a mrn + oCONCRETE a ? FLOOR <br />g .� <br />R 0_ o FH 03.06 <br />904.21 �o <br />Together with Declaration of <br />ZONING \ <br />O�+NA <br />G 92.6 POAF�° �� ➢ / / GP\ 9S ELEV.= <br />'o 's <br />904.36 ��o <br />- 90488 wPo� <br />/ Easements filed September 26, <br />REQUIREMENTS <br />y <br />- �c <br />o o n o / G �° ROOF PEAK 904.37 ��� <br />° '� �' HEIGHT= <br />2 �� -'� `9tiq <br />° �� oa' BIS <br />s" uo sr�� <br />2000 as Document Number 421442 <br />N Z <br />> .TPG` G^ �� s� <br />94.5 <br />2 0 s / o / ` QP 903.76 20.3 FEET <br />a.3a cn <br />rn Ivo <br />/ and Amended Declaration of <br />ZONED PUD - PLANNED UNIT DEVELOPMENT \ <br />o - <br />w o <br />8 y $ �,p <br />z \ / o / <br />HEIGH 20.6 FEET 2 <br />M 4 <br />�, ��, 3 0 <br />c RY �2 �O Q Q <br />I o s m p p <br />o <br />Easements filed January 25, 2002 <br />as Document Number 459149. <br />UNIT LIESNTOSUBJECT AGREEMENT \ <br />n <br />441 <br />h oo CLEAR NCE=17.6 FPLAEET cJ T <br />02 , <br />#75-663 010 <br />�<q � / , 90366 <br />s EUM Ow c Ae �/ Z Q <br />s" uocusr <br />Sherburne County, Minnesota <br />DOCK N0. 405505 APPNED <br />�y� <br />BENCHMARK: <br />PROPERTY MINNESOTA DEPARTMENT <br />PID 0389/ <br />O c 902.92 90329 <br />R q / FO o �� <br />6" LOCUST J <br />so 7a <br />/ <br />OF TRANSPORTATION <br />"POWER <br />49. / P ro0 a ��� <br />03.26 02.75 a' h <br />, v � <br />��2 2 ° �� 1 o <br />CONVENIENCE STORES ARE PERMITTED USES STATION Az MK" <br />ELEV.=902.613 (NAVD88) <br />MOTOR VEHICLE SERVICE STATIONS ARE <br />�� oy / �Q �ti oN.,� <br />o, 81 S7 0 <br />ro <br />O 2 <br />CONDITIONAL USES <br />CAR WASHES ARE CONDITIONAL USES <br />J <br />O \ N Pe �� 903 <br />� e v c, O <br />F- 903.12 G , / <br />c'N �o OUND 1 2" 0 <br />O O IRON PIPE <br />� J 4i °° 7 <br />AREA SUMMARY <br />90313 c <br />EDGE OF O � � AIR � ��' Op <br />g <br />CR <br />ss .m (RLS 17008) <br />R\ <br />LOT 1 = 77,059 SQ. FT. OR 1.7690 ACRES <br />CONDITIONAL USE PERMIT DOC. N0. 418300 <br />\ <br />. /•1 <br />lY <br />ss <br />BITUMINOUS HOSE a02.81 E\_K <br />FLOOR <br />p A ITJON APP EAB Q- <br />GRANTS APPROVAL FOR CONVENIENCE <br />EDGE OF <br />LP 8 \ 90 <br />a 903.23 e03.26 o oe C ELEV.= <br />ya° 904.55 <br />ON 903 <br />,+ <br />STORE/CAR WASH AND QUICK LUBE <br />BITUMINOUS <br />o °jo ao F o° <br />s" h <br />FACILITY ON THE SUBJECT PROPERTY\ <br />80'.63 y n° \ 3 r�T�sy o, 902.07 90234 <br />ro 3 S <br />^ pM <br />5 PARKING SPACES O P\-� <br />/ <br />FPO .s/moi <br />03.4' <br />p <br />PARKING REQUIREMENTS: <br />\ <br />- cZ gp3g 3 +9 Q <br />O <br />^C <br />' V <br />LEGEND <br />ONE SPACE FOR EACH 300 SQ. FT. <br />MONUME T SIGNa r"� a NCRET s" Locusr <br />"EXXON" °o c^ 111 55 904.'2 901, s zsa <br />31.3 <br />3" cR // <br />B ET A Pu <br />// // / MHO <br />MANHOLE MBO MAIL BOX <br />OF FLOOR AREA <br />\ <br />"CIRCLE K CONC.1 9°4.28 GM 904.38 801.43 ot.g <br />cuRBa <br />a 901.98 <br />"WASH-N- ILL" TR s 9 <br />IM 901.9 co <br />9 77 e 2 <br />(AUTOMOBILE REPAIR SERVICE STATION) <br />T . .55 ST <br />,p 903.44 903.24 � a 10' DRAINAGE &UTILITY EASEMENT N <br />ADDN. 902.49 <br />G <br />e" uocusr 0 01 �^ G / STMH O <br />9 <br />STORM SEWER MANHOLE FP o FLAG POLE <br />9 (ELK RIVER CROSSING <br />N 9 SECOND <br />p ^j <br />V• <br />9° LOC <br />ONE SPACE PER 200 S FT. OF <br />Q <br />FLOOR AREA, BUT NOT LESS THAN <br />O ST 6" LOC <br />� _ � SSMH O <br />� a (SCHEDULE B 904 W 00 /// <br />\ ° ST a ii -� c ce asa.71 <br />/ <br />SANITARY SEWER MANHOLE � SIGN <br />°,°� Pc�� a LP e4 900.30 <br />ET <br />CONC. V CB ® <br />CATCH BASIN o GUARD POST <br />SIX SPACES <br />� B a CONCRETE' a a 903.07 903.63 u °° <br />0324 ° .12 <br />C <br />RIM 8 9.10 <br />; PP 0 <br />POWER POLE - OH - OVERHEAD UTILITY LINES <br />(CONVENIENCE STORE) \ <br />o 902.6 903.05 <br />o <br />9823 !� / <br />03.3 903.52 ,, S 8 17t �� 24 W 273.9 (M&R) ACCESS & DRIVEW Y <br />NO. 45 <br />EASEMENT U, Lu wV LP 0 <br />149) <br />LIGHT POLE - SS - SANITARY SEWER <br />(AS PER CITY OF ELK RIVER ZONING CODE) \ <br />w (SCo (DOCUMENT p' V 0 / <br />OUND 2" LP HEDULE B ITEM 20) ° Q SP Qj <br />SIGNAL POLE - ST - STORM SEWER <br />ON PIP o 3" CEDARS © FH SSMH SS <br />SSMH <br />( LS 4259 Z 90 WV 903.36 v N <br />\ 3 RIM 902.55 o ro <br />SS RIM 898.13 <br />GP 0 <br />GUY POLE - W - WATER MAIN/SERVICE <br />903.84 - �° 0) 00o <br />TR \ ? <br />CB <br />IM 9 .72 TR ❑T <br />TELEPHONE RISER - G - GAS MAIN/SERVICE <br />\❑T <br />CONCRETE BLOCK WALL CONCRETE CURB 902.2 <br />(VENDING MACHINES) 9°3.97 901.27 <br />903.92 9°2.73 <br />899.12 00 CB FH 10, <br />S RIM 897.40 <br />FIRE HYDRANT - UE - UNDERGROUND ELECTRIC LINES <br />0 <br />WV <br />WATER VALVE - UT - UNDERGROUND TELEPHONE LINES <br />\ 903 902 901.43 o z2 ADJACENT ST <br />CONCRETE p <br />CB u) WMH O <br />WATER MANHOLE - FO - UNDERGROUND FIBER OPTIC LINES <br />NOTES <br />DRIVEWAY <br />MH <br />t98.16 <br />l2SLP <br />RIM 897.49 <br />1. THIS SURVEY WAS CONDUCTED WITH A LEICA MS-50 ROBOTIC TOTAL STATION AND LEICA GS-14 <br />902 RIM 902.23TMH <br />\ <br />O <br />899.54 899.64 <br />TELEPHONE MANHOLE DENOTES DIMENSION <br />(M) MEASURED DURING THE <br />GNSS RECEIVER. <br />___901 <br />EMH O <br />ELECTRIC MANHOLE COURSE OF THIS SURVEY <br />2. ALL DIMENSIONS FROM BUILDINGS TO PROPERTY LINES ARE MEASURED PERPENDICULAR ORo, <br />RADIALLY TO SAID PROPERTY LINES. <br />\ O � <br />CR ❑r <br />CABLE RISER DENOTES RECORD <br />PARKING SUMMARY <br />DIMENSION AS PER PLAT <br />(R) <br />3. ALL DRIVEWAY AND STREET THROAT DIMENSIONS SHOWN ARE MEASURED FACE OF CURB TO FACE <br />OF CURB, UNLESS OTHERWISE NOTED. <br />RIM 900.37 o <br />I PIV 10, <br />18 STANDARD SPACES <br />POST INDICATOR VALVE OF ELK RIVER CROSSING <br />SECOND ADDITION <br />4. THERE IS NO OBSERVABLE EVIDENCE OF CEMETERIES OR BURIAL GROUNDS ON SUBJECT PROPERTY. <br />NOTES CORRESPONDING TO SCHEDULE <br />B Z <br />MW+ <br />1 HANDICAP SPACE <br />MONITORING WELL <br />DENOTES SET SURVEY <br />5. THERE ARE NO PONDS, LAKES, SPRINGS OR RIVERS, OR WATERWAYS BORDERING ON OR RUNNING <br />EM ❑Q <br />I <br />ELECTRIC METER • MONUMENT MARKED <br />THROUGH SUBJECT PROPERTY, OTHER THAN AS SHOWN HEREON. <br />6. THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE OF ABOVE GROUND <br />FIRST AMERICAN TITLE INSURANCE COMPANY <br />\ <br />19 TOTAL PARKING SPACES GM © <br />"KEMPER 18407" <br />GAS METER <br />APPURTENANCES. <br />COMMITMENT N0. 615596 <br />� AppIT10N <br />1, S�O�ROSSINO THIRD <br />I AC <br />AIR CONDITIONER `905- EXISTING CONTOUR LINE <br />7. ACCESS IS GAINED TO THE SUBJECT PROPERTY VIA ZANE STREET N.W., WHICH IS A DEDICATED <br />DATED JUNE 29, 2020 <br />SOT <br />\ RIVER CORPORATION <br />E1-K <br />X903.26 EXISTING SPOT ELEVATION <br />PUBLIC RIGHT-OF-WAY. <br />pID # 75_693_C NE DE�COpp/ENT <br />I <br />8. THERE IS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR <br />BUILDING ADDITIONS WITHIN RECENT MONTHS. <br />11. EASEMENT IN FAVOR OF THE RURAL COOPERATIVE POWER ASSOCIATION 17. PUD AGREEMENT DATED DECEMBER 21, 1999, FILED JANUARY 3, 2000 • AUTO -0 <br />DATED APRIL 28, 1966, FILED JUNE 9, 1966 AS DOCUMENT NUMBER AS DOCUMENT NUMBER 405505 AND AMENDMENTS FILED AS DOCUMENT OWNER <br />SURVEYOR'S CERTIFICATE <br />9. THERE ARE NO CHANGES IN STREET RIGHT OF WAY LINES EITHER COMPLETED OR PROPOSED, AND <br />AVAILABLE FROM THE CONTROLLING JURISDICTION. <br />103568 AND PARTIAL RELEASE FILED NOVEMBER 23, 1982 AS DOCUMENT <br />NUMBER 172404. <br />AFFECTS SUBJECT PROPERTY AND IS PLOTTED AND SHOWN HEREON. <br />NUMBERS 439633, 524246 AND 600878. <br />AFFECT SUBJECT PROPERTY. BLANKET IN NATURE. <br />\ <br />TO: Wash N Fill Pro <br />Properties Of MN, LLC; <br />P <br />10. THERE IS NO OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. <br />18. CONDITIONAL USE PERMIT BY CITY OF ELK RIVER FILED AUGUST 8, <br />First American Title Insurance Company; <br />11. THERE IS NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY <br />12. EASEMENT IN FAVOR OF CITY OF ELK RIVER DATED FEBRUARY 4, <br />1999, FILED MARCH 25, 1999 AS DOCUMENT NUMBER 386157. <br />2000 AS DOCUMENT NUMBER 418300. <br />AFFECTS SUBJECT PROPERTY. BLANKET IN NATURE. <br />Land Title, Inc.: <br />\ <br />LANDFILL. <br />12. NO EVIDENCE OF POTENTIAL WETLANDS WERE OBSERVED ON THE SUBJECT PROPERTY AT THE TIME <br />AFFECTS PROPERTY SOUTH OF THE SUBJECT PROPERTY. <br />DOES NOT AFFECT SUBJECT PROPERTY. <br />19. DRAINAGE AND UTILITY EASEMENTS OVER THE SUBJECT PROPERTY <br />AS SHOWN ON THE RECORDED PLAT AND LAND SURVEYOR'S <br />This is to certify that this map or plat and the survey on which it is based were made in accordance with the <br />2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, <br />THE SURVEY WAS CONDUCTED, NOR HAVE WE RECEIVED ANY DOCUMENTATION OF ANY WETLANDS BEING <br />LOCATED ON THE SUBJECT PROPERTY. <br />13. CONDITIONAL USE PERMIT BY CITY OF ELK RIVER FILED AUGUST 25, <br />CORRECTION FILED DECEMBER 27, 2001 AS DOCUMENT NUMBER 456001. \ G <br />b ALTA and NSPS, and includes Items 1, 2, 3, 4, <br />jointly established and adopted <br />5, 6(a), 6 b 7(a), 7 b 1 7(b)(2), 8, 9, 10, 11, 13, 16, 17, <br />( ) ( )( )' <br />1999 AS DOCUMENT NUMBER 396872. <br />AFFECT SUBJECT PROPERTY AND ARE PLOTTED AND SHOWN HEREON. <br />y <br />, <br />AFFECTS SUBJECT PROPERTY. BLANKET IN NATURE. <br />BV\1p1N <br />.1 t,w <br />18, 19 and 20 of Table A thereof. T e field work was <br />completed On July 14, 2020. <br />RESPIL <br />20. TERMS OF DECLARATION OF EASEMENTS DATED AUGUST 31, 2000, F�P CENT NE 5 • <br />14. CONTRACT FOR PRIVATE DEVELOPMENT BETWEEN THE ECONOMIC <br />FILED SEPTEMBER 26, 2000 AS DOCUMENT NUMBER 421442 AND \ PO #�g218PVSODEVELZONE <br />KEMPER8e ASSOCIATES INC <br />AND <br />ASSOCOPMENT AUTHORITY IATED INVESTORS OFNAND FOR THE ELK RIVER, INC. DITY ATEDFELK JULY 30 RIVER999 AS <br />DED JANUARYA25,,n22002ON OASASEMENTS DATED DOCUMENT NUMBER DECEMBER 2001, <br />FILED <br />Date: JULY 31, 2020 <br />• <br />DOCUMENT NUMBER 400516. <br />AFFECTS SUBJECT PROPERTY. BLANKET IN NATURE. <br />IN NATURE. <br />DRIVEWAY ANDUTILITYENTS ACC SS EASEMENTAFFECT SUCAFFECTS SUBJECTPROPERTY.NKET PROPERTY AND \ <br />0+ <br />`���111111//��� <br />MINN�,`f` <br />O <br />PROFESSIONAL LAND SURVEYORS <br />IS PLOTTED AND SHOWN HEREON. <br />,(il�L <br />``����Q> <br />721 OLD HIGHWAY 8 N.W. <br />15. TRAIL AND MAINTENANCE EASEMENT DATED DECEMBER 21, 1999, <br />FILED JANUARY 3, 2000 AS DOCUMENT NUMBER 405503 AND <br />23. CONDITIONAL USE PERMIT BY CITY OF ELK RIVER DATED FEBRUARY 20, \ <br />Mark D. Kemper, Professional L n Surve or <br />p y <br />` ; <br />Z A• PROFESSIONAL i <br />y <br />LAND SURVEYOR <br />RERECORDED AS DOCUMENT NUMBER 405744. <br />2001, FILED MARCH 29, 2001 AS DOCUMENT NUMBER 432553. <br />Minnesota Registration No. 184 <br />g <br />NEW BRIGHTON, MINNESOTA 55112 <br />651-631-0351 <br />AFFECTS SUBJECT PROPERTY AND IS PLOTTED AND SHOWN HEREON. <br />AFFECTS SUBJECT PROPERTY. BLANKET IN NATURE. <br />Kemper & Associates, Inc. <br />- 18407 <br />FAX 651-631-8805 <br />16. DEVELOPER AGREEMENT FOR ELK RIVER CROSSING BETWEEN CITY <br />OF ELK RIVER AND ASSOCIATED INVESTORS OF ELK RIVER, INC., <br />24. CONDITIONAL USE PERMIT BY CITY OF ELK RIVER DATED MARCH 19, <br />2001, FILED APRIL 12, 2001 AS DOCUMENT NUMBER 433653. <br />721 Old Highway 8 N.W. <br />New Brighton, Minnesota 55112 <br />oo 44% <br />'Y <br />email: kemper@pro-ns.net <br />DATED DECEMBER 21, 1999, FILED JANUARY 3, 2000 AS DOCUMENT <br />NUMBER <br />AFFECTS SUBJECT PROPERTY. BLANKET IN NATURE.Ph1 <br />_ _03 <br />� <br />www.kempersurveys.com <br />AFF TS SUBJECT PROPERTY. BLANKET IN NATURE. <br />25. UNDERGROUND TANK AFFIDAVIT FILED DECEMBER 3, 2002 AS <br />Faxon 6516563163880551 <br />DOCUMENT NUMBER 487556. <br />email: kemper@pro-ns.net <br />2020099 (2020099.DWG) D.B. TODD HOLEN <br />AFFECTS SUBJECT PROPERTY. BLANKET IN NATURE. <br />KEMPER & ASSOCIATES, INC. <br />