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LOUCKS <br />W:\2015\15615\CADD DATA\SURVEY\S15615-MASTERPlotted: 12 /09 / 2016 7:45 AM7200 Hemlock Lane, Suite 300 <br />Maple Grove, MN 55369 <br />763.424.5505 <br />www.loucksinc.com <br />PLANNING <br />CIVIL ENGINEERING <br />LAND SURVEYING <br />LANDSCAPE ARCHITECTURE <br />ENVIRONMENTAL <br />CADD files prepared by the Consultant for this project are <br />instruments of the Consultant professional services for use solely <br />with respect to this project. These CADD files shall not be used <br />on other projects, for additions to this project, or for completion <br />of this project by others without written approval by the <br />Consultant. With the Consultant's approval, others may be <br />permitted to obtain copies of the CADD drawing files for <br />information and reference only. All intentional or unintentional <br />revisions, additions, or deletions to these CADD files shall be <br />made at the full risk of that party making such revisions, additions <br />or deletions and that party shall hold harmless and indemnify the <br />Consultant from any & all responsibilities, claims, and liabilities. <br />CADD QUALIFICATION <br />SUBMITTAL/REVISIONS <br />PROFESSIONAL SIGNATURE <br />QUALITY CONTROL <br />ERICKSON <br />ESTATES <br />LINO LAKES, MN <br />Dave & Joan Erickson <br />63 White Pine Road <br />Lino Lakes, MN 55014 <br />N <br />SCALE IN FEET <br />0 10 <br />EXISTING SURVEY LEGEND <br />SPOT ELEVATION <br />GATE VALVE <br />SIGN <br />SANITARY MANHOLE <br />POWER POLE <br />WELL <br />HYDRANT <br />CONTOUR <br />CONCRETE CURB <br />SANITARY SEWER <br />UNDERGROUND CABLE TV <br />WATERMAIN <br />UNDERGROUND ELECTRIC <br />CONCRETE <br />A/C UNIT <br />CABLE TV PEDESTAL <br />TELEPHONE PEDESTAL <br />ELECTRIC METER <br />GAS METER <br />UNDERGROUND TELEPHONE <br />UNDERGROUND GAS <br />SANITARY SEWER SERVICE <br />WATER SERVICE <br />GUY WIRE <br />MAILBOX <br />ELM <br />BOXELDER <br />IRONWOOD <br />OAK <br />PINE <br />MAPLE <br />TREE (GEN) <br />EL <br />BO <br />AS <br />IR <br />OA <br />PI <br />MA <br />TR <br />CONIFEROUS TREE <br />DECIDUOUS TREE <br />OVERHEAD UTILITY <br />ASH <br />PAVERS <br />TOP OF CURB <br />TOP OF WALL <br />TC <br />TW <br />ELEV @ THRESHOLDTHSD <br />RETAINING WALL <br />GRADING, <br />DRAINAGE & <br />UTILITY PLAN <br />2 of 3 <br />12/8/16 CITY SUBMITTAL <br />GENERAL SITE WORK NOTES <br />x The Contractor shall verify the location of all underground utilities prior to <br />beginning any construction activities by calling GOPHER STATE ONE-CALL <br />(1-612-454-0002 Metro Area, 1-800-252-1166 Out State). <br />x The Contractor shall take all precautions necessary to avoid property damage to <br />adjacent properties during the construction phase of this project. The <br />Contractor will be held responsible for any damages to adjacent properties <br />occurring during the construction phase of this project. <br />x In accordance with generally accepted construction practices the Contractor will <br />be solely and completely responsible for conditions on the job site including <br />safety of all persons and property during the performance of the work. This <br />requirement will apply continuously and not be limited to normal working hours. <br />x Verify horizontal location and elevation where a connection to existing <br />pavement, structure, pipe or other site feature is to be made. The Contractor <br />shall immediately notify the Engineer of any discrepancies or variations from the <br />plans. <br />x Traffic control shall be provided as necessary and shall be incidental to the <br />project. The Contractor shall be responsible for providing and maintaining <br />traffic control devices such as barricades, warning signs, directional signs, <br />flagmen and lights to control the movement of traffic where necessary. <br />Placement of these devices shall be approved by the Engineer prior to <br />placement. All traffic control devices shall conform to MN Manual on Uniform <br />Traffic Control Devices, latest edition. <br />x Adjacent streets, alleys and parking areas must be swept to deep them free of <br />tracked soil and sediment. Contractor must monitor conditions and sweep as <br />needed or within 24 hours of notice by the City. Sweeping shall be by a <br />mechanical pick-up type sweeper. <br />SITE REMOVAL NOTES <br />x The Contractor shall clear & grub as shown on plans. This includes the removal <br />of trees, brush, stumps, roots and other plant life as noted. All removals shall be <br />disposed of off-site in a manner meeting all applicable regulations. <br />x All removal items shall become the property of the Contractor unless specified <br />otherwise and shall be disposed of off-site in a manner meeting all applicable <br />regulations. <br />x The Contractor shall be responsible for the removal and replacement of all signs, <br />mailboxes, etc. <br />x Any damage to items not noted to be removed shall be the responsibility of the <br />Contractor and shall be repaired or replaced to original condition with no <br />additional compensation. <br />GRADING & EROSION CONTROL NOTES <br />x The Contractor along with the Owner shall obtain all necessary permits and <br />approvals from governing authorities, including any City permits and the <br />Watershed District permit. <br />x Install erosion control and tree protection measures before beginning site <br />grading activities. Some erosion controls such as bale checks may be installed as <br />grading occurs in specific areas. Maintain erosion controls throughout the <br />grading process and remove when turf has been established. <br />x The area to be disturbed shall be minimized and turf shall be established within <br />the time required. <br />x All construction entrances shall be surfaced with crushed rock, as detailed. <br />x Contractor shall strip, stockpile and re-spread existing on-site topsoil to provide <br />a uniform thickness on all disturbed areas to be sodded or seeded. <br />x Grades shown are finished grades. <br />x Final grading tolerances are +/- 0.2 feet of finish grades. <br />x Slopes at 3:1 or steeper, and/or where indicated on the plan shall be seeded and <br />have a wood fiber blanket installed or may be hydroseeded with tackifer mulch. <br />x All spot elevations represent finished surface grades at gutter line, face of <br />building or edge of pavement unless noted otherwise. <br />Lot 1 Lot 2 <br />PROPOSED LEGEND <br />908 CONTOUR <br />SPOT ELEVATION+TREE TO BE REMOVED <br />FIRST FLOOR ELEVATION <br />GARAGE FLOOR ELEVATION <br />FFE <br />GFE <br />LOWEST FLOOR ELEVATIONLFE <br />SILT FENCESF4'-0"TREE PROTECTION NOTE: <br />INSTALL FENCE AROUND EACH TREE TO BE PROTECTED PRIOR TO GRADING. FENCE <br />SHALL BE PLACED AT THE DRIP EDGE OR CRITICAL ROOT ZONES OF THE TREES. <br />FENCING SHALL BE NO CLOSER THAN 6' TO THE TRUNK OF ANY TREE TO BE <br />PROTECTED. THE PERIMETERS FOR TREES BEING PROTECTED SHALL BE DESIGNATED <br />AT ALL TIMES DURING CONSTRUCTION ACTIVITY AND SIGNAGE SHALL BE INSTALLED <br />AT ALL TREE PROTECTION AREAS THAT INSTRUCTS WORKERS TO STAY OUT. <br />CONTRACTOR SHALL AVOID ALL AREAS WITHIN TREE PROTECTION FENCE. SOIL <br />SHOULD BE PROTECTED FROM EROSION AND CHANGES IN CHEMISTRY FROM <br />CONCRETE OR TOXIC MATERIALS SUCH AS FUELS AND PAINTS. <br />THE CONTRACTOR SHALL HAVE "TREE PAINT" ON SITE AT ALL TIMES. IF AN OAK IS <br />WOUNDED DURING CONSTRUCTION, THE CONTRACTOR MUST IMMEDIATELY APPLY <br />PAINT TO THE WOUND IN ORDER TO PREVENT OAK WILT. ALL DAMAGE TO TREES TO <br />BE PROTECTED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND <br />LANDSCAPE ARCHITECT. <br />EXISTING TREE <br />TO REMAIN <br />DRIP EDGE <br />OF TREE <br />2" X 4" WOOD STAKE, POSITIONED AS NOTED. <br />STRING 4' HIGH, ORANGE POLYETHYLENE LAMINAR <br />SAFETY NETTING BETWEEN WOOD STAKES PLACED <br />5' ON CENTER AND PLACED BETWEEN TREE <br />PROTECTION AND DISTURBED AREAS. <br />EXISTING <br />GRADE <br />TREE PROTECTION SILT FENCE <br />PRE-ASSEMBLED OR MACHINE SLICED <br />FLOW <br />6" <br />6" <br />NOTES: <br />1.PLACE BOTTOM EDGE OF FENCE INTO 6 IN DEEP TRENCH AND BACKFILL IMMEDIATELY. <br />2.POSTS SHALL BE: <br />x 6 FT MAX. SPACING. <br />x 2 IN X 2IN HARDWOOD, OR STANDARD STEEL T-TYPE FENCE POSTS. <br />x 5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. <br />3.ATTACH FABRIC TO WOOD POST WITH A MIN. OF 5, 1 INCH LONG STAPLES. <br />4.ATTACH FABRIC TO STEEL POST WITH A MIN. OF 3 ZIP TIES IN TOP 8 INCHES OF FABRIC. <br />GEOTEXTILE FABRIC <br />PER MNDOT 3886 <br />GEOTEXTILE <br />FABRIC PER <br />MNDOT 3886 <br />HARD SURFACE PUBLIC ROAD <br />2' MINIMUM <br />1" TO 2" WASHED ROCK <br />50 <br />' <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br />AS R <br />E <br />Q <br />UI <br />R <br />E <br />D4:1 <br />4:1 <br />6" MINIMUM <br />ROCK ENTRANCE TO <br />CONSTRUCTION SITE <br />NOTES: <br />1.ROCK SIZE SHOULD BE 1" TO 2" IN SIZE SUCH AS MN/DOT CA-1 OR CA-2 COURSE <br />AGGREGATE. (WASHED) <br />2.A GEOTEXTILE FABRIC MAY BE USED UNDER THE ROCK TO PREVENT MIGRATION <br />OF THE UNDERLYING SOIL INTO THE STONE. <br />TREE PROTECTIONTP <br />Review Date <br />SHEET INDEX <br />License No. <br />Date <br />I hereby certify that this plan, specification or report was <br />prepared by me or under my direct supervision and that <br />I am a duly Licensed Professional Engineer under the <br />laws of the State of Minnesota. <br />Todd W. McLouth - PE <br />20383 <br />Project Lead <br />Drawn By <br />Checked By <br />Loucks Project No.15-615 <br />PJM <br />SFM <br />TWM <br />12/8/16 <br />12/8/16 <br />1 PRLIMINARY PLAT <br />2 GRADING, DRAINAGE & UTILITY <br />3 GHOST PLAT