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R A <br />369.5 <br />N.S <br />0 <br />,872. <br />V E L <br />870.2 x <br />871.0 <br />871.4 <br />871 <br />871.9 <br />8717 <br />9. <br />872.E <br />7.0 <br />ID PLS 1755 <br />/ - <br />S /0. <br />871 <br />T <br />869.5 <br />I <br />I1 <br />70., \ <br />870.0 <br />TC <br />304 <br />15"RCP <br />(f) <br />0 <br />m <br />I <br />co\ <br />® <br />) <br />• <br />872.4 <br />1.1 <br />WV\ <br />�HYD <br />ST <br />cn <br />om <br />( <br />S 00 <br />x <br />870.1 <br />4 <br />TC <br />87(\_.8 <br />TC <br />NORTH <br />00 <br />x <br />1 <br />• <br />Oa <br />CO <br />\ <br />LP <br />COCO <br />x 867.2 <br />c <br />T P=866.9 <br />I V= 856.9 N,S <br />INV=857.4 W PLUGGED <br />IV=857.9 E <br />867 <br />TC <br />TC <br />867.E <br />868. <br />TC <br />- <br />868. <br />TC <br />869.4 <br />TC� <br />z <br />\ W <br />869 <br />TC <br />870 <br />TC <br />18'RCP ST S <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 />-x <br />69.3 <br />STOCKPILE <br />x 867.4 <br />x 867.6 <br />870.5 <br />87 1 <br />8-72 <br />®82.4 <br />871.1 <br />TC <br />.-ni, . <br />3 <br />o8\T; <br />873\0_8737®81107".S2P <br />)V,-1R <br />x <br />7 <br />J <br />• <br />00 DO <br />872. <br />TC <br />TC <br />872 <br />:72.7 <br />TC <br />x 872.4 <br />CB <br />TOP= 872.3 <br />INV= 857.5 N,S <br />INV=858.5 W <br />INV=858.6 E <br />x 872.4 <br />x 8720 <br />871.2 871.2 <br />TC TC <br />1 <br />-\3 <br />s _.-\-WP4 PR <br />® 873.0 �7 <br />-1,OySPR <br />R <br />16" MPL <br />x 867.8 <br />x 868.4 <br />7 <br />;869 0 <br />,869 6 <br />s <br />e?' <br />870.6 <br />871.3 <br />873.0 872.9 <br />TC TC <br />3002 15'PEP T S <br />ELEV-87239 <br />872. x 872.4TC <br />\ \ <br />B I T U Nl -4-N U S <br />x 872.2 <br />873. <br />TC <br />x 873. <br />TC <br />x <br />x 872.7 <br />43 0 <br />873. <br />TC <br />x 872.4 <br />x 872.4 <br />TC <br />7 <br />x 867.3 <br />x 868.5 <br />x 868.8 <br />x 869.4 <br />RELOCATE PORTION <br />OF STOCKPILE <br />LOCATED WITHIN <br />PROPOSED ACCESS <br />ROAD <br />869.4 870.0 <br />7 <br />871.8 <br />TC <br />872.5 <br />TC <br />MATCH LINE - SHEET C102 <br />MATCH LINE - SHEET C101 <br />GRAVE <br />870.0 870.0 <br />GATE <br />10 FT CHAIN <br />LINK FENCE <br />871 <br />870.4 <br />869.6 <br />870.4 <br />x 867.8 <br />/77 <br />x 868.0 <br />x 868.5 <br />x 868.7 <br />x 868.9 <br />x 869.3 <br />x 867.7 <br />x 868.0 <br />x 868 <br />x 868.8 <br />x 8 9.1 <br />x 869.3 <br />\\ <br />/// <br />\\_� <br />L _< <br />8-8_6. <br />// <br />I� II <br />/ ) Ix 884.3 <br />/ I / <br />/ /// / I\ <br />/S <br />/41- 1 -.--.- - .� <br />/ / <br />/ <br />(x I82.8 <br />I I <br />1I <br />\1 / <br />\1\ �/3 <br />II <br />\\ <br />II <br />\\ <br />II <br />\x 8812.8 <br />7 <br />2 <br />/ <br />/ <br />/ <br />x88 <br />N <br />\x8 a9 <br />T O C K I\� x P <br />x 869.2 <br />I <br />x 881.6 <br />881.1 <br />7 <br />GRAVEL <br />�71,3 871.1 N^� <br />x 8711 TC s- 2.1 <br />�-�72.1 <br />\"0" SPR % .:1\\ <br />871.6 \ A -' <br />TC \ <br />871 � L10 P \®\878 �20� <br />\„S <br />x 871.5 <br />x 871.6 <br />x 871.4 <br />x 871.8 CB <br />TOP= 871.5 <br />INV= 864.0 W <br />INV=864.1 E <br />15'PEP ST S <br />x 871.8 <br />G1RD_P___OSTS ON <br />CONCRETE (TYP) <br />x 872.4 <br />DRAINAGE AND UTILITY EASEMENT PER PLAT <br />OF GATEWAY NORTH INDUSTRIAL PARK NO 5 <br />x 873.2 <br />/ ,_5 <br />TC <br />x 873.3 0 <br />00 <br />x6/3.0- <br />TC <br />873.9 TC <br />/ �a873.9 <br />0 <br />CO <br />x <br />0► <br />x 872.8 <br />8-73 <br />CONCRETE <br />873.4 x � �873.3 <br />873.5 873.4 <br />87..5 B x : 3 <br />OD <br />SITE DEMOLITION PLAN <br />x 073 E <br />x 870.9 <br />\GP <br />GP <br />871 .2L <br />GP <br />871.5 <br />GP <br />x 871.7 GP <br />i <br />GP <br />872.0 <br />GPO\ <br />GP <br />872.6 <br />GP <br />x 872.6 <br />GP <br />GP <br />3] <br />GP <br />873.1ki <br />GP <br />GP •3• 8 77 3.2 <br />873.3 <br />GP GP 86 <br />873.4x <br />87 <br />•1• <br />5 <br />cC <br />9. <br />86°.8 <br />x 8 0.2 <br />870.0 <br />868.8 <br />70.4 <br />868.7 <br />371. <br />x 869.3 <br />869 <br />873 <br />• <br />• <br />871.4® TC <br />12' ySPR <br />� <br />® 871.8 <br />/\4, 12" SPR <br />® 872.0 <br />12" SPR <br />0.0 <br />869.6 <br />x 869.4 <br />/ 868.8 <br />• <br />CB <br />TOP= 868 <br />INV= 864. <br />INV=864. <br />868.5 <br />869.0 <br />868.6 <br />2 <br />2 W <br />4 +/- <br />868 5 <br />868.7 <br />869.2 <br />METAL <br />STEPS <br />0.0 <br />7 <br />oo <br />co <br />oo <br />® 870.6 <br />L 14" SPR <br />R ASS <br />0 870.4 <br />CI <br />868.7 <br />869.6 <br />x 869.2 <br />869 6 <br />\ <br />BITUMINOUS <br />868 7 <br />868 5 <br />869 3 <br />co <br />868.9 <br />CO <br />co <br />oo <br />x 869 <br />oo <br />440.2 <br />CB <br />TOP= 868.3 <br />INV= 864.7 <br />868 6 <br />868.5 <br />868.6 <br />868 7 <br />868 a/ <br />GUARD POSTS ON/ <br />co <br />co <br />73 <br />co <br />oo <br />869.5 <br />869 2 <br />868.6 <br />GP <br />869.1 <br />co <br />co <br />100 <br />oo <br />868.9 <br />0 <br />GP <br />GP <br />GP <br />870.9 <br />GP <br />871.5 <br />GP <br />II GP <br />GP <br />GP <br />I GP <br />873.3 BE <br />GP 873.4 <br />869.5 <br />869 6 <br />869 5 <br />870 3 <br />TC <br />x 869 <br />• <br />• <br />870 5 <br />co <br />87 4 <br />871.1 <br />GP <br />GP <br />NK <br />mi <br />869 7 <br />TC <br />870.5 <br />GP <br />GP <br />GP <br />GP <br />GpTCOGP <br />0 <br />TC U <br />TC <br />870.7 <br />TC z <br />870 2 <br />TC <br />870.7 <br />x 870.2 <br />TC <br />871.0 <br />871.0 <br />TC <br />871.1 <br />871.8 <br />872 5 <br />TC <br />873 9 <br />87 4 <br />871.9 <br />TC <br />872.9 <br />TC <br />\ <br />881.7 <br />869.2 <br />869 8 <br />870.1 <br />868.7 <br />87,9 <br />.5 <br />869 4 <br />1E) <br />869 2 <br />GRAVEL <br />fr <br />DRAWING LEGEND <br />x 870.2 <br />x 870.6 <br />870.6 <br />PROPERTY LINE <br />DRAINAGE AND UTILITY EASEMENT <br />PROPOSED SAWCUT <br />BITUMINOUS PAVEMENT REMOVAL <br />AGGREGATE STOCKPILE RELOCATION <br />GRAVEL <br />x 868.7 <br />x 868.9 <br />x 869.8 <br />REMOVE EXISTING <br />BITUMINOUS <br />PAVEMENT <br />870 <br />• <br />• <br />BITUMINOUS <br />872 7 872 7 <br />872 <br />TC <br />x 868.4 <br />868 6 <br />TC <br />EASEMENT <br />64121-4 <br />co- <br />870.0 <br />870 6 <br />SAWCUT BITUMINOUS <br />PAVEMENT TO FULL <br />DEPTH <br />872.7 <br />CONCRETE <br />TC <br />873 8 <br />BE <br />„873 4 <br />OD <br />3 <br />x 73 <br />87 4 <br />87 4 <br />8 <br />• <br />..3001 <br />TC <br />873. 41.8 <br />TC <br />co <br />873 9 <br />TC r <br />x 872.8 <br />EASEMENT <br />869.1 <br />TC <br />41 <br />869 <br />TC <br />TC <br />11 <br />/849 <br />8E <br />R A S\ <br />87 <br />2 .N <br />874.7 <br />(24 <br />(24 <br />ij <br />oo <br />7 <br />7 <br />Site Plan Approve <br />ASSOCIATES, INC. <br />Consulting Civil Engineers <br />9298 CENTRAL AVENUE NE <br />SUITE 312 <br />BLAINE, MN 55434 <br />TEL 763-537-1311 <br />›ml <br />0 <br />(7) <br />6651 141 st AVENUE NW <br />RAMSEY <br />I hereby certify that this plan or drawing was prepared <br />by me or under my direct supervision and that I am <br />a duly licensed Professional Engineer under the laws <br />of the State of Minnesota. <br />Company: PIERCE PINI 85 ASSOCIATES <br />Name: Kevin Gardner <br />Date: 09/06/2023 Reg. No: 45815 <br />Issued for Date <br />Copyright 2023 Pierce Pini & Associates, Inc. <br />Comm. No. 23-020 <br />Drawn TS <br />Checked KG <br />Date 09/06/2023 <br />City Approval <br />Drawing Title <br />SITE DEMOLITION PLAN <br />C101 <br />VP <br />20' <br />40' <br />60' <br />