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Site Plan Approved <br />871.3 <br />CB <br />TOP=865.6 <br />INV=858.7 S <br />INV=860.4 N <br />INV=862.2 E <br />/y <br />/ /1 T <br />L_ lJ / <br />6 FT CHAIN LINK FENCE <br />864. <br />871. <br />X <br />x861.5 x 0- ; <br />860 <br />x$57.2 <br />EDGE OF WATER <br />/NV=856.6 <br />857.2x 8 <br />8 6 <br />859.9 <br />863.3 x <br />y <br />863.6 <br />x 867.00p <br />867.2 <br />GRAVEL <br />J <br />I <br />868.1 <br />/NV=85Z4 <br />857.2 <br />4" TR <br />h <br />nl <br />G R A <br />SMH 869.5 <br />TOP=870.7 <br />INV=858.5 N,S <br />871.0 <br />871.1 <br />CB <br />TOP=866.6 <br />INV=859.9 N,SW <br />868.0 x_ / <br />.7 <br />x <br />866.8 <br />867.4 <br />867.5 <br />86:.2 <br />867.6 <br />/ <br />68.0 <br />4 <br />0 <br />CO; <br />0 <br />0 <br />co <br />TC <br />866. <br />CB <br />TOP=865.7 <br />INV= 863.0 <br />ICl/ Al \/ <br />V V /-1 / <br />1867.5 <br />.4 TC <br />/ /1 T <br />L _ L./ / <br />BITUMINOUS <br />866.5 1• <br />TC 3 FOUND PLS 18420 <br />0_12E0.15 E <br />x 865.9 <br />866.9 ETCH <br />GRASS ss+- <br />�65:9- <br />x 866.5 <br />867.7 <br />TC <br />868.2 <br />---T-S <br />x 867� <br />TC <br />869. <br />TC <br />x 868.5 <br />�L89 ° '7'27l <br />58-9-5/461-E- -52,5. 00- <br />x 870.2 <br />�2 PIN <br />70. <br />• 869. <br />- 859 <br />857. <br />N <br />m <br />m <br />857.2 <br />- 862 <br />86-3- <br />80.1 _-86/ -860 <br />858:8- <br />:57:2 - 857:3 <br />INV856.6 <br />857.2 <br />857.2� <br />/NV=8 <br />0 <br />6 <br />7.2 <br />1 <br />z <br />ma <br />m <br />cCE <br />mm <br />EO <br />LP <br />V E L <br />870.2 <br />s7 <br />x 871.4 <br />7 8 .. <br />FOUND -PLS <br />S/OVA' <br />x 870. <br />\ \ <br />4869.5\ <br />li <br />ay #2 8�.o <br />7M1.87a04 <br />871. <br />872.0 <br />155 <br />868.6 I <br />cri <br />h <br />\ <br />70. \ <br />o <br />Nis <br />MM� <br />8712.4 <br />L- <br />x871.5 <br />C� <br />J <br />/5"RCP <br />0 <br />z <br />H <br />m <br />J <br />CB <br />TOP=869.4 <br />INV=861.4 E,W <br />/5 RCP ST S <br />• <br />FOUND PLS 17551 <br />0.14 S/0.1I W <br />TC <br />871.7 <br />G <br />yJ1 8/U./ = <br />870.8 �i <br />10 D/P W (P) <br />• <br />872.4 <br />\\ <br />87 <br />TC <br />H D <br />No- <br />\ <br />TS <br />8 0.1 <br />r7 <br />C <br />• <br />.4 <br />.6 <br />87.8 <br />TC <br />oo <br />iTCp <br />la <br />IN <br />(370. <br />TC <br />871 <br />co <br />113 <br />a <br />L <br />9.9 <br />863.7 <br />864.0 -EDGE-OF MOWED GRASS 8,92- <br />x 869.4 <br />/////// <br />EXISTING BUILDING <br />8-76 <br />x 869.5 <br />^-469 <br />868 - <br />857 1 GRAS-S <br />x 869.5 <br />8G5 865.- --864 x 864.E &8 4.2 <br />x 864.6 <br />g'6 859.9 <br />858-- -857.3 --85772- -1357 3- <br />POND <br />x 864.4 Sam <br />ih-869.000 <br />GC0 <br />x859.2 <br />859.0 pSA 7Q8.� <br />857 <br />�57.3 858 8577- <br />DRAINAGE AND UTILITY EASEMENT PER PLAT OF GATEWAY NORTH INDUSTRIAL PARK NO 5 <br />/ 859.7 <br />/364,7 <br />67.2 <br />866.5 <br />867.2 <br />7. <br />867.0 <br />BTL <br />867.1 <br />TC7. E <br />866.4 <br />SCREIED <br />867. 'X'4870.75 <br />867.4 <br />TC <br />x 866.7 <br />x 866.7 <br />x 866.8 <br />/ <br />x 867.0 <br />x 867.2 <br />C3 <br />TOP=866.9 <br />INV=856.9 N,S <br />INV=857.4 W PLUGGED <br />INV=857.9 E <br />867. <br />867. <br />TCB. <br />T <br />868.5 <br />869.4 <br />869 <br />TC <br />87 1 <br />a <br />mm <br />l� <br />• <br />03 <br />/8 RCP ST S <br />a <br />869.6 <br />70.2 <br />870.6 <br />x 867.7 <br />x 868.3 <br />x 868.3 <br />869.2 <br />857.3-_ <br />857.2 <br />WATER ELEVATION = 857.3 FEET <br />JULY 7, 2023 <br />S59- <br />-858-- <br />857.2 <br />85T. <br />859.7 <br />860.2 "860.1 860.2 <br />15999 <br />X864.3 <br />x 866.9 <br />67.0 <br />866- <br />x 866.9 <br />x 867.1 <br />866.7 <br />3 <br />-8 62-- <br />x 864.7 <br />x 864.5 <br />t(859.8 <br />EDGE -BF MEWED GRA <br />x 864.4 <br />"I1-864. <br />ABOVE GROUND <br />PIPING TO TANKS <br />FROM PUMPS <br />x 867.4 <br />GRAVEL <br />x867.3 <br />x 867.4 <br />x 867.6 <br />x 867.8J <br />A / <br />/ V <br />x 868.4 <br />867.0 <br />^ / x <br />/ V UI <br />867.5 867.5 <br />867 <br />- 7' <br />867.8 �/ L x86&2 <br />-7-- <br />/ <br />111111116. <br />as CONCRETE <br />11 867.3 SUPPORTS <br />1111111111111111111111 <br />867.4 <br />x867.91 <br />'� <br />LPT \ <br />LPT <br />7.167.1 <br />86 <br />cBOx <br />867.0 866.9 <br />GRL RL <br />867.00 x 867.0 <br />PUMP PUMP <br />x 867.1 <br />n <br />L/ <br />x 867.2 <br />/ /1 T <br />L_ l./ / <br />x867.3 <br />868- <br />x 868.4 <br />x 868.5 <br />x 868.8 <br />7.5 <br />867.5 <br />7 <br />x 867.9 <br />LPT <br />x 867.2 <br />x867.4 <br />x 867.8 <br />x 868.0 <br />x 868.5 <br />61�� <br />9.3 <br />--INV= <br />859 <br />EDGE OF WATER <br />-869 <br />85T7-- 859 ,, b9. / <br />tt <br />x 868.7 <br />x 868.5 <br />x 868.3 <br />r <br />x867 <br />x 867.7 <br />x868.0 <br />x 868. <br />T , ) / Al <br />/ / \ / / 1 <br />x-8'G GRAVEL \ x868.9 <br />x 869.4 \ <br />x 868.7 <br />9.3 <br />869.6 <br />STOCKPILE <br />SPR <br />5:. <br />871.1 <br />I <br />TC <br />8 <br />•8 <br />• <br />•87,3.2 <br />10 SP <br />871.2 8771.,-. -8�/x 871.1871.8 <br />SPR_8�3 �6-L <br />PR <br />I R 873.0_S"7 872.5 <br />SPR TC <br />869.4 <br />872. <br />872 <br />872. <br />TC <br />873. <br />TC <br />873. <br />TC <br />x 872.4 <br />CB <br />TOP=872.3 <br />INV=858.5 W <br />INV=858.6 E <br />3002 /5"PEP <br />x 872.4 <br />x 872.4 <br />TC TC <br />x 872.4 <br />• <br />TOP=871.5 <br />INV= 864.0 <br />870.6 <br />71.3 <br />x 871.6 <br />x 871.4 <br />DRAINAGE AND UTILITY EASEMENT PER PLAT <br />OF GATEWAY NORTH INDUSTRIAL PARK NO 5 <br />MM <br />-J <br />ram <br />43 0 <br />873.r: <br />TC <br />03 <br />873.1 TC <br />co <br />873.1 <br />TC <br />872. <br />TC <br />873. <br />TC <br />0 <br />03 <br />03 <br />01 <br />874.0 <br />\ 873.9 <br />TC <br />TC <br />873.9 <br />870 <br />CMH <br />• <br />870.0 870.0 <br />GATE <br />10 FT CHAIN <br />LINK FENCE <br />869.6 <br />870.4 <br />364.3- x 863& x863 8 <br />-'- :t <br />x.8 <br />867.9 <br />x 868.6 <br />8.7 <br />--+c-867 <br />x 868.4 <br />868.7 <br />867.8 <br />x867.8 <br />/ �-�sss.4 <br />//P/ a� x ''\��X \ \\\\ <br />////\\ \ \\/ST0KPIL :\\� ��/\\\\I��� �3/993 llllllI// I \ /// /V879.6141 I I II 43.5 <br />\899.5�/ /1J/Ill // <br />x;17:1317:,=��j / r/ �) 11 <br />/ k\:\)\/ / )\\) Ix 884.3/ / ��\\ <br />:---7;15:::\:\ <br />STOCKPILE x881.7 )\ <br />I\\\\ I II <br />l\JI <br />ll <br />x1//1;/)//)/1 <br />e78-� � <br />/ / / <br />/ <br />iii <br />!a7'2.5 / <br />/ / / / <br />x 872.8 / <br />1// / <br />//// <br />tI <br />i. <br />111 l l <br />I�//1 <br />111 I I / x 82.8 <br />II II fi <br />,6� \ \ \\ <br />\ \\\ <br />\\\\ \ / / <br />\\\ \ 1�-i83.2 / / <br />\ \ \\ (/ / <br />:��.� \\ xaa.. / <br />x 868.8 I I \ \ \ \ \\ \\ I / / <br />I I \ \\ I x 6.3 <br />\\\II Iit <br />1 11 \\ i ��\x82.8I / <br />\\\\J I x8 7 <br />x)_61/) ) <br />\\\�\\J. <br />.:tlt. <br />x 869.2 <br />x 869.2 <br />GRAVEL <br />TC <br />871.6 <br />TC <br />87 <br />SPR <br />SP <br />SPR <br />871.4 TC <br />12' SPR <br />871.8 <br />12' SPR <br />871 <br />• 870.6 TC 87p.4TC <br />" SPR SPR <br />R ASS <br />TC <br />A <br />XI 870.3 <br />TC MPL <br />TC <br />TC <br />870.1 <br />870. <br />870.9 <br />871.2 <br />\ GP la\ <br />B 1 T Ul- 1---N-0 U S x 871.7GGPP \ <br />CONCRETE (TYP) <br />872G.P683:4 <br />GP <br />GP <br />GP <br />GP es 873.2 GPI <br />SM <br />TO =872.8 <br />872. <br />TC x 872.5 <br />MOO <br />CONCRETE <br />RD <br />87 <br />Z BTL <br />(1873.7 <br />TC <br />co <br />873.5 RD <br />TC: TC <br />Oi <br />872. <br />TC <br />872.5 <br />10 CRAB <br />TC <br />872.2 <br />TC <br />.5 <br />36"RCP ST S <br />8.1 <br />872.5 <br />872.4 <br />TC <br />72.9 <br />873.2 <br />873.3 <br />TC <br />• <br />3.5 <br />873.4 <br />BTL 0 <br />TC 0 <br />TC <br />873. <br />TC 873.4 <br />TC <br />• <br />8 <br />873.5 <br />873.7 <br />TC <br />20" CRA <br />872.3 <br />872.1 <br />0.2 <br />868.8 <br />170.4 <br />• <br />868.7 <br />x 869.€ <br />868.8 <br />868.6 <br />x 869.2 <br />METAL <br />STEPS <br />0.0 <br />4 869.4 <br />7 <br />0 <br />03 <br />CB <br />TOP=873.3 <br />INV=870.6 NW 873 4 <br />TC <br />ri <br />N <br />CO 03 <br />868.7 <br />8 <br />857. <br />869.6i <br />869. <br />869. <br />x 869.2 <br />BITUMINOUS <br />01 <br />868.5 <br />868.3 <br />864.7 <br />5 <br />7 <br />869.51 <br />869. <br />868.6 <br />869.5 <br />869 6 <br />x 869.2 <br />869.0 869.5 <br />cd is 869.4 <br />co GP <br />868.6 GP <br />x 868.6 <br />GUARD POSTS ON/ <br />869.4 869.2 <br />oi <br />co <br />co <br />8 .5 8 <br />440.2 <br />CO <br />B C <br />O=6O: IV6N. 885 88 <br />.0 <br />GP <br />co GP <br />GP <br />▪ 870.9 <br />GP <br />tGP <br />Ltd <br />ID <br />CO <br />co co • co <br />co <br />7 <br />GP <br />Ilra GP <br />6873.3 BE <br />GP 871C <br />665/ 14IST AVE NW <br />I -STORY PRECAST CONCRETE BUILDING <br />LA irfl <br />cos Z <br />73.5 <br />873.6 <br />BTL TC rledd TC <br />x 872.6 <br />BITUMINOUS <br />872.1 <br />CB <br />RD <br />872.4 <br />TOP=872.0 <br />NV=866.8 E <br />NV=867.0 W <br />873.5 <br />873. <br />872.5 <br />TC TC TC TC ®PKS HCS <br />GRASS <br />10 SPR <br />871.2 <br />TOP 171:0 cfl <br />INV=862.9 8>Z-A <br />N <br />27 RCP ST S <br />871.6 <br />871.6 <br />WV <br />24"RCP ST S <br />6' CRAB <br />.872.7 <br />871.5 <br />/5"PEP ST S <br />87.7 <br />12 BAS <br />871. <br />TC <br />8.1 <br />RD <br />873.4 <br />TC TC <br />FH <br />872.4 <br />873.4 <br />08;C: 01 I GGGPP611 <br />870.1 <br />TC <br />870.0 <br />0 <br />G 181.7003.2 <br />GP <br />870.3 <br />TC <br />x 869 <br />870.5 <br />871.1 <br />TNK <br />0 <br />GPO <br />GP <br />69.2 <br />869.8 <br />• <br />TC <br />TC <br />871.0 <br />871.0 <br />TC <br />871.1 <br />871.8 <br />872.5 <br />857 3 <br />x 869.4 <br />869.7 <br />TC <br />70.5 <br />tla <br />Ala <br />870. <br />TC z <br />0 <br />0 <br />871.1 <br />TC <br />4371.9 <br />872.9 <br />TC <br />869.4 <br />870.5 <br />870.8 <br />869.2 <br />GRAVEL <br />872.7 <br />870.7 <br />887 3- -858 <br />--86'/ <br />�863- <br />DG2 <br />-864 <br />x 866.9 <br />867.4 <br />x 867.6 <br />x 867.2 <br />x 868.2 <br />DRAINAGE ANKUTILITY EASEMENT PER <br />OF GATE,AY NORTH INDUSTRIAL PARK <br />It" <br />85 <br />857.3 <br />GRAVEL <br />857.2 <br />857.2 <br />866.8 <br />869.9 <br />869.2 <br />867.1 <br />867 2 <br />865. <br />x 867.5 <br />( <br />x 867.9 <br />868.4 <br />x 868.3 <br />868.7 <br />868.5 <br />x 868.4 <br />x 869.2 <br />x 869.2 <br />x 870.2 <br />x 870.6 <br />870.6 <br />BITUMINOUS <br />872.7 <br />872 <br />x 867.6 <br />x 867.8 <br />869.5 <br />12" OAK <br />869.51 <br />KEYS TONt\ <br />WALL <br />PLAT <br />NO 5 <br />x 868.1 <br />GRAVEL <br />x 868.7 <br />x 868.9 <br />x 869.8 <br />870.9 <br />872.7 <br />872.7 <br />TC <br />7 873.4 I I /Ile <br />EM <br />co <br />LC <br />EB <br />Z <br />ri <br />NU NI- NI- <br />872.3 <br />817 <br />x 872.2 <br />PKS <br />BITUMINOUS ST S <br />141ST AVE" AI" NW <br />-41 <br />71.0 CB <br />TOP=870.5 <br />7INV=861.0 N <br />870.8 <br />8 <br />• <br />CONCRETE <br />TC TC <br />CB <br />INV= 869.2 S <br />INV=869.9 N <br />x 872.5 <br />72.1 <br />x 872.5 <br />to 8 <br />873 <br />873.3 <br />73. <br />BE <br />873.2 <br />873.4 <br />TC CONCRETE <br />BE <br />TC <br />o <br />(303 <br />x 872.7 x 87i6 <br />DRAINAGE AND UTILITY EASEMENT PER PLAT N.) <br />OF GATEWAY NORTH INDUSTRIAL PARK NO 5 0; <br />CB <br />INVf867.2 N <br />872.2 <br />TC <br />872.1 <br />Exhi <br />Nylootie <br />MPL <br />872.4 <br />TC <br />871 7 <br />872.2 <br />871 9 <br />872.2 872.4 <br />TC TC <br />872.4 <br />15 SPR <br />x 872.3 <br />*872.6 <br />LP <br />872.5 <br />872. <br />28.0 <br />0 <br />873.3 <br />873.2 <br />TC <br />x 872.4 <br />LA <br />1872. <br />SIGN <br />87177 <br />TC TC TC 870. <br />0 <br />SAN <br />TOP=870.6 <br />INV= 864.2 <br />870.3 <br />WV <br />GRASS <br />871.2 871.4 <br />TC TC <br />CB <br />871.4 <br />TC <br />871.6 <br />TC <br />871.8 <br />TC <br />DESCRIPTION OF PROPERTY SURVEYED <br />(Per Warranty Deed Doc. No. 2366603.001) <br />872.0 <br />TC <br />TC <br />Lot I, Block I, Gateway North Industrial Park No. 5, Anoka County, Minnesota. <br />PLAT RECORDING INFORMATION <br />871 7 <br />GP <br />TRANS <br />871.5 <br />TC <br />871.3 871.1 <br />TC TC <br />TC <br />870.9 <br />TC <br />870.7 <br />81871.8 TC <br />CBX <br />870.5 <br />TC <br />TC <br />72.2 <br />865. <br />ao <br />x 867.2 <br />867.5 <br />25 <br />x 867.1 <br />867.2 <br />BTL <br />13 x 67.4 <br />x 867 <br />8 <br />x 868.4 <br />x 868.7 <br />871.4 <br />TC <br />x 869.4 <br />870.0 <br />25 <br />870.6 <br />-87213 <br />873 \9 <br />TC <br />\(1) <br />x 873.9E <br />TC <br />Ito <br />873.1 x 872.8 <br />TC <br />87410 <br />AIS <br />TC <br />873.8 <br />872.8 <br />2.5 <br />x 872.8 <br />x 8/2.3 <br />x 87/.3 <br />x 871.7 <br />x 870.8 <br />• <br />867.3 <br />867.0 <br />TC <br />/868.0 <br />TC <br />14868.0 <br />TC <br />WV <br />84.3 <br />IC <br />L68.6 <br />TC <br />cci <br />869.1 <br />TC <br />TC <br />405 <br />/ <br />871.9 <br />TC <br />8 <br />2.4 <br />872. <br />TC <br />TC <br />TC <br />L 867.8 868.3 <br />TC <br />x 867.9 <br />co <br />NC <br />NO <br />corn <br />• <br />od <br />co <br />co <br />CB <br />INV=861.0 SE <br />867.9 <br />TC <br />867.9 <br />TC <br />868.0 <br />TC <br />x 867.7 <br />0 <br />(68.5 <br />x 868.2 <br />TC CO <br />!868.61-1) <br />TC <br />868.6 <br />TC <br />869.0 <br />TC <br />x 869.0 <br />\ • \ <br />8 <br />di <br />871.r <br />0 <br />LA <br />TC <br />870 7 <br />1( <br />)1 <br />0.6 <br />X 869.5 <br />TC <br />868.3 <br />9.1 <br />C) <br />Li <br />/8/ C) <br />68. <br />868.6 <br />BTL <br />869.5 <br />TC <br />0 <br />869.8 <br />TC <br />870.1 <br />TC <br />TC <br />870.4 <br />69.9 <br />49/ <br />• <br />TC <br />TC TC <br />TC <br />4869.5 <br />869.4 <br />TC <br />871.1 <br />871 <br />869.4 <br />TC <br />rx <br />Li <br />Li <br />jr) <br />0 <br />870.3 <br />TC <br />CONCRETE <br />Gr <br />869.8 <br />870.3 870.2 <br />TC TC <br />The plat of GATEWAY NORTH INDUSTRIAL PARK was filed of record on March 6, 2001, as Document <br />No. 1553817 in Abstract Book 60, Page 23. <br />[ ] Bearings and/or dimensions listed within brackets are per plat or record documents. <br />TITLE COMMITMENT <br />This survey was prepared without the benefit of current title work. Easements, appurtenances, and <br />encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon <br />receipt of a current title insurance commitment or attorney's title opinion. <br />AREA <br />Area = 443,100 square feet or 10.172 acres <br />8" GAS (P) <br />GENERAL NOTES <br />I.) Survey coordinate and bearing basis: Anoka County System NAD83 (1996 adjustment) <br />2.) There were no wetland delineation markers observed in the process of conducting the fieldwork. <br />UTILITY NOTES <br />870.4 <br />TC <br />GAS V <br />I.) Utility information from plans and markings was combined with observed evidence of utilities to <br />develop a view of the underground utilities shown hereon. However, lacking excavation, the exact <br />location of underground features cannot be accurately, completely and reliably depicted. In addition, <br />Gopher State One Call locate requests from surveyors may be ignored or result in an incomplete <br />response. Where additional or more detailed information is required, excavation and/or a private <br />utility locate request may be necessary. <br />*There were no utility markings observed in the field in response to our Gopher State One Call <br />ticket <br />2.) Other underground utilities of which we are unaware may exist. Verify all utilities critical to <br />construction or design. <br />3.) Some underground utility locations are shown as marked onsite by those utility companies whose <br />locators responded to our Gopher State One Call, ticket numbers 231794133 and 231794152. <br />4.) Contact GOPHER STATE ONE CALL at 651-454-0002 (800-252-1166) for precise onsite location <br />utilities prior to any excavation. <br />of <br />09.6 <br />869'5 TC <br />870.0 869.8 869. <br />870, ITC TC TC 869.3 <br />TC 15"RCP ST S TC <br />869.3 <br />TC <br />TOP=869.4 <br />869.4 <br />LEGEND <br />0 Denotes iron monument set marked with <br />P.L.S. No. 44890 <br />• Denotes found iron monument <br />AIS <br />BE <br />BTL <br />CB <br />CBOX <br />CBX <br />CMH <br />DIP <br />EB <br />EM <br />EO <br />FH <br />GAS V <br />GM <br />GP <br />GRL <br />HCS <br />HHC <br />HYD <br />INV <br />LA <br />LP <br />LPT <br />MB <br />MC <br />OD <br />(P) <br />PEP <br />PKS <br />PVC <br />RCP <br />RD <br />SAN <br />SMH <br />ST S <br />TC <br />TNK <br />TRANS <br />UGE <br />WV <br />BIR <br />BOX <br />COT <br />CRAB <br />MPL <br />PIN <br />POP <br />SPR <br />TR <br />WIL <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />Denotes <br />BENCHMARKS (BM) <br />(NAVD 88) <br />information signe <br />building entrance <br />beavertail curb <br />catch basin <br />control box <br />communication box <br />communication manhole <br />ductile iron pipe <br />electric box <br />electric meter <br />electric outlet <br />fire hookup <br />gutter elevation <br />gas valve <br />gas meter <br />guard post <br />guard rail <br />disabled sign <br />communication handhole <br />fire hydrant <br />structure invert <br />landscaping <br />light pole <br />1p gas tank <br />mailbox <br />metal cover <br />overhead door <br />per plan <br />polyethylene pipe <br />parking sign <br />polyvinylchloride pipe <br />reinforced concrete pipe <br />roof drain <br />sanitary manhole <br />sanitary sewer <br />storm manhole <br />storm sewer <br />top of concrete curb <br />tank location <br />transformer <br />underground electric line <br />water line <br />water valve <br />Birch tree <br />Boxelder tree <br />Cottonwood tree <br />Crabapple tree <br />Maple tree <br />Pine tree <br />Poplar tree <br />Spruce tree <br />deciduous tree <br />Willow tree <br />I.) Top of top nut of fire hydrant on the north side of 14Ist Ave <br />NW, at #665I <br />Elevation = 874.16 feet <br />2.) Top of top nut of fire hydrant on the west side of #665I property, <br />115 ft. +/- northwest of the northwest building corner. <br />Elevation = 873.04 feet <br />3.) Top of scribed on the east side of concrete light pole base. <br />Light pole is 420 ft +/- northwest of the northwest building <br />corner of #665I <br />Elevation = 870.75 feet <br />A SURVEY CONTROL STATIONS <br />STA <br />3001 <br />3002 <br />3003 <br />3004 <br />NORTHING <br />170101.905 <br />170135.801 <br />169877.783 <br />169881.921 <br />EASTING <br />456436.635 <br />455941.425 <br />455929.479 <br />456434.136 <br />ELEVATION <br />872.13 <br />872.39 <br />873.01 <br />871.84 <br />I hereby certify that this survey, plan, or report was <br />prepared by me or under my direct supervision and <br />that I am a duly Licensed Land Surveyor under the <br />laws of the State of Minnesota. <br />Dated t is 12th day of July, 2023 <br />Leonard F. Carlson, -P.L.S. <br />Minn. Lic. No. 44890 <br />Added LP tank detail <br />NDN <br />7/27/23 <br />By <br />Date <br />NON <br />Drawing Title: <br />BOUNDARY, LOCATIOIV, TOPOGRAPHIC <br />and UTILITY SURVEY FOR: <br />DEHN OIL COMPANY <br />OF: 6651 141st Ave NW Ramsey, MN <br />I S Main Office: <br />9001 East Bloomington Freeway (35W)• Suite 118 <br />Bloomington, Minnesota 55420-3435 <br />LAND SURVEYING 952-881-2455 (Fax: 952-888-9526) <br />30 <br />30 <br />60 <br />SCALE <br />IN <br />FEET <br />Project: 2023-084 <br />Date: <br />07/12/2023 <br />Sheet: 1 of 1 <br />