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R A <br />369.5 <br />N.S <br />V E L <br />871.9 <br />I <br />869.0 <br />869.0 <br />870.2 x <br />870.0 <br />TC <br />304 <br />15"RCP <br />87 <br />0 <br />m <br />8 <br />87(\_,.8 <br />TC <br />NORTH <br />2.4 <br />y_ 0" SP <br />V \ <br />STOCKPILE <br />® 8732- <br />3.1 10' <br />� V <br />�I '0 873 0 <br />16 <br />18'RCP ST <br />87 <br />8-72 <br />x 868.3 <br />®8 <br />871.1 <br />TC <br />87.30 <br />TC®873.2 10 R 10"SPR <br />87 <br />x <br />/5 <br />x 872.. <br />_, /2.3 <br />x4 4 <br />x 87. <br />x 867.3 <br />x 868.4 <br />871 <br />MATCH LINE - SHEET C402 <br />MATCH LINE - SHEET C401 <br />10 FT CHAIN <br />LINK FENCE <br />GRADING, DRAINAGE AND EROSION CONTROL PLAN <br />0 <br />20' <br />40' <br />60' <br />x 868.0 <br />x 868.8 <br />/ <br />• 870.3 <br />8'- MP <br />\_� <br />2 <br />N <br />.8 • = <br />x887'9 <br />/S T 0 C K P L E <br />/ <br />x 881.7 <br />x 881.6 / \ <br />j'881.1 <br />/ <br />/ <br />6.7 <br />\ \ 79:2- <br />\ j89.01 <br />• <br />/ x 878.6 <br />TC " "V <br />870.0 <br />71.0 <br />DRAWING LEGEND <br />O O O <br />i/////////, <br />+ 69.2 <br />/// / 69.Q 868.9 <br />// / <br />J// <br />87,9 <br />869.2 <br />/ <br />/ <br />869.4 <br />MATCH EXISTING <br />BITUMINOUS <br />PAVEMENT <br />x 869.2 <br />x 869.2 <br />x 869. / <br />PROPERTY LINE <br />DRAINAGE AND UTILITY EASEMENT <br />PROPOSED CHAIN LINK FENCE <br />EXISTING PAVEMENT <br />PROPOSED BITUMINOUS PAVEMENT <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />PROPOSED SPOT ELEVATION <br />ROCK CONSTRUCTION ENTRANCE <br />SILT FENCE <br />'= 868.9 <br />x 8,9.0 <br />869.3 <br />INSTALL ROCK <br />CONSTRUCTION <br />ENTRANCE AT <br />LOCATION OF <br />VEHICLE ACCESS TO <br />SITE <br />x 868.4 <br />x 868.7 <br />7 1. 1 <br />EASEMENT <br />x 868.8 <br />870.6 <br />EASEMENT <br />874.7 <br />87 <br />868.6 <br />TC <br />z <br />a <br />E- <br />a <br />�I <br />W <br />I <br />OI <br />a <br />0 <br />869.1 <br />TC <br />I <br />\ <br />8E <br />R A S\ <br />871 .4 I <br />PIN <br />\ I <br />7 <br />2 .2 <br />to <br />cP <br />\ <br />873.1 <br />MP <br />/ <br />7 <br />C2A <br />5" PO <br />(24 <br />wI <br />a <br />�I <br />/ <br />72.4 <br />Site Plan Approve <br />PIERCE PINI <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 />6651 141 st AVENUE NW <br />RAMSEY, MN 55303 <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 />Signed: IL <br />J�. <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 />GRADING, DRAINAGE <br />AND EROSION CONTROL <br />PLAN <br />C401 <br />