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0 20 40 <br />-N- <br />SCALE IN FEET <br />914,94 <br />BC <br />BC '99 <br />PPN S8 <br />I <br />3 <br />x <br />0 <br />3 <br />x <br />0 <br />3 <br />0 <br />M 1 <br />�i <br />am <br />0 <br />3 <br />of <br />911.96 <br />BCCB <br />3 <br />O-Z* <br />BC .28 <br />A <br />A <br />Z <br />0 <br />A <br />A <br />912.55 <br />Bc <br />3 <br />o� <br />A <br />03 <br />A <br />A <br />911.97 <br />PPN,S <br />914,43 <br />BC <br />BC '62 <br />BC '23 <br />913.44 <br />BC <br />W <br />A <br />0 <br />A <br />913.33 <br />MHSTRM <br />n <br />A <br />913,46 <br />BC <br />M <br />v <br />Mm <br />PP NE,SW <br />/ <br />910.64 / <br />EBIT <br />/ 909.11 <br />910.42 x TOE <br />TOP <br />EOF <br />INLET PROTECTION <br />(TYP.) <br />/ OHOHW <br />W- <br />- OHW- <br />910.01 <br />GV <br />x 909.58 <br />909.82 -yc <br />0 <br />a� Off'/ <br />911a� F x TOOE.35 ) x 910.0; <br />ee \ 3 <br />\ OUTLET SKIMMER STRUCT� RE <br />I \� PROTECTION -SEE DETAIL I \ <br />OUTLET PROTTION <br />N DURING CON RUCTIQN <br />�X912. I \ <br />I SILT FEN C AT OUTLET <br />PERIMETER SILT FENCE TO <br />REMAIN OUTSIDE OF TREE <br />DRIPLINES. TREES TO BE FENCED <br />PER DETAIL. <br />x 909.01 <br />908.97 <br />TW=912.64 <br />]W=912.72 <br />TW=912.44 <br />5W=910.00 <br />-TW=912.62 <br />-GW=910.00 <br />-TW=912.96 <br />GW=913.05 <br />x 913.97 <br />EBIT <br />BIT I \ All, = x 911.53 .111. <br />1.E6� fie- x 914.55 <br />I '914.20 '- <br />913.41 x x910.78 x91� wet-/ / / x916.49 -- <br />k, x 911.59 <br />e, \ `III, x911.73/ / .111wetx 916.43- / g16� <br />�9J x 910.98 - -912- wet <br />EBIT - / <br />4\ \ / x916.27 <br />BIT / <br />914.43 x \ s \ - =- wel wet wet -wet / x 915.65 <br />mr .III�Wet x912.98 <br />\\✓� we< <br />913.86x x 915.22 <br />x 914.28 <br />CALL BEFORE YOU DIG! <br />Gopher State One Call <br />TWIN CITY AREA: 651-454-0002 <br />TOLL FREE: 1-800-252-1166 <br />TILE <br />NAME <br />COMPANY <br />PHONE NUMBER <br />OWNER <br />DR. WAYNE SCANLAN <br />OTTER LAKE ACC <br />651-426-8871 <br />PROJECT MANAGER <br />JON DONOVAN <br />LOUCKS ASSOCIATES <br />763-424-5505 <br />EROSION DESIGNER <br />VAL ANDERSON <br />LOUCKS ASSOCIATES <br />763-424-5505 <br />CONTRACTOR <br />TBD <br />TBD <br />TBD <br />SITE MANAGER <br />TBD <br />TBD <br />TBD <br />SITE INSPECTOR <br />TBD <br />TBD <br />TBD <br />WARNING: <br />909.73 x <br />x 912.38 <br />NOTE: <br />EXISTING CONDITIONS INFORMATION SHOWN IS <br />FROM CERTIFICATE OF SURVEY PREPARED BY E. G. <br />RUD & SONS, DATED JULY 1 st, 2019. <br />EROSION CONTROL LEGEND CIVIL LEGEND <br />BIO ROLLS <br />-SF- <br />SILT FENCE <br />INLET PROTECTION <br />EROSION CONTROL BLANKET <br />ROCK CONSTRUCTION ENTRANCE <br />SOIL AMENDMENT <br />DOSTING <br />PROPOSED <br />OSANITARY <br />MANHOLE <br />• <br />OSTORM <br />MANHOLE <br />O <br />®® <br />CATCH BASIN <br />00 <br />CULVERT <br />HYDRANT <br />{ <br />GATEVALVE <br />H <br />OPIV <br />POST INDICATOR VALVE <br />OP1V <br />0 <br />LIGHT POLE <br />0 <br />POWER POLE <br />v <br />SIGN <br />03 <br />BENCHMARK <br />SOIL BORINGS_ <br />YYYBBB <br />0 <br />WATER MANHOLE <br />® <br />TELEPHONE MANHOLE <br />® <br />UTILITY MANHOLE <br />® ELECTRIC MANHOLE <br />NOTE: <br />CONTRACTOR TO ACQUIRE GRADING EASEMENT WITH - WATER SERVICE <br />ADJACENT PROPERTY FOR GRADING OUTSIDE OF -S• SANITARY SERVICE pp <br />PROPERTY. HANDICAP PARKING L� <br />x 911.61 <br />x 913.37 <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL <br />EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN <br />MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. <br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT <br />LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, <br />CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE <br />DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED <br />DURING CONSTRUCTION AT NO COST TO THE OWNER. <br />DIRECTION OF FLOW�� <br />SPOT ELEVATION <br />CONTOURS <br />>! SANITARY SEWER <br />»- STORM SEWER <br />WATERMAIN <br />FM FORCEMAIN iy <br />--->> DT- DRAINTILE » DT- <br />SILT FENCE • • • <br />CURB & GUTTER <br />RETAINING WALL <br />TREELINE <br />- - - - - EASEMENT LINE - - - - - <br />SETBACK LINE - - - - <br />X X- FENCE LINE -X X- <br />TEL UNDERGROUND TELE <br />SAS- UNDERGROUND GAS <br />OH! OVERHEAD UTILITY <br />F0- UNDERGROUND FIBER OPTIC <br />ALE- UNDERGROUND ELECTRIC <br />ITN- UNDERGROUND CABLE TV <br />PROPERTY LINE <br />CONIFEROUS TREE <br />DECIDUOUS TREE <br />PARKING COUNTS Q <br />GRADING, DRAINAGE & EROSION CONTROL NOTES <br />1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE <br />OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. <br />2. ALL ACCESSIBLE SIDEWALKS SHALL NOT EXCEED 5% RUNNING SLOPE OR 2% CROSS <br />SLOPE. <br />3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 8 INCHES OF TOP SOIL <br />AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE <br />CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. <br />4. SOILS AMENDMENT TO BE PERFORMED PER RICE CREEK WATERSHED DISTRICT SOILS <br />AMENDMENT GUIDELINES FOR DISTURBED SOIL. STOCKPILE AND COVER SOILS UNTIL <br />REAPPLIED. PLOW OR TILL AT LEAST 2-INCHES DEEP BEFORE REPLACING STOCKPILED <br />SOILS. PLACE 8 INCHED STOCKPILED SOILS AND ANY IMPORTED TOPSOIL NEEDED. <br />APPLY A LAYER OF COMPOST 2.5-INCHES DEEP AND ROTOTILL INTO TEH 8 INCHES <br />DEEP TOPSOIL. KEEP RECEIPTS FOR COMPOST TO VERIFY VOLUMES USED. <br />TOPSOIL CALCULATED: 129 CY <br />COMPOST CALCULATED: 54 CY <br />5. BIO ROLLS, INLET PROTECTION, AND ALL OTHER SEDIMENT CONTROL DEVICES SHALL <br />BE INSTALLED BEFORE ANY UPGRADIENT, LAND -DISTURBING ACTIVITIES BEGIN AND <br />MUST STAY IN PLACE UNTIL PERMANENT COVER IS ESTABLISHED. <br />6. REFER TO THE PRELIMINARY GEOTECHNICAL REPORT (REPORT NO. B12812420), DATED <br />JANUARY 11, 2019, AS PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE <br />SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. <br />7. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS <br />OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A <br />REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. <br />8. DUST MUST BE ADEQUATELY CONTROLLED. <br />9. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND <br />CANNOT BE PLACED IN THE NATURAL BUFFER AREA, SURFACE WATERS, OR <br />STORMWATER CONVEYANCE SYSTEMS. BIO ROLLS TO BE INSTALLED ON DOWN <br />GRADIENT PERIMETER OF SOIL STOCKPILES. <br />10.SEE UTILITY PLAN FOR STORM SEWER AND SANITARY SEWER INFORMATION. <br />1 1.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. <br />12.ORANGE CONSTRUCTION FENCE MUST BE INSTALLED ON ALL PERIMETER TREES <br />AGAINST ADJACENT PROPERTIES. FENCE MUST BE OUTSIDE DRIP LINE OF TREES TO BE <br />SAVED. <br />13. THE WATERSHED DISTRICT INSPECTION SHOULD BE CONTACTED AT THE BEGINNING <br />OF CONSTRUCTION, AFTER STORMWATER FEATURES ARE COMPLETED AND AT THE <br />COMPLETION OF THE PROJECT. THE WATERSHED INSPECTOR TERRENCE <br />CHASTAN-DAVIS CAN BE REACHED AT 763-398-3074. <br />14. AN AS -BUILT SURVEY IS REQUIRED BY THE WATERSHED OF THE COMPLETED <br />STORMWATER TREATMENT SYSTEM, INCLUDING (BUT NOT LIMITED TO) CONTOURS, <br />INVERT OF INLETS AND OUTLETS,AND VOLUME CALCULATIONS. <br />15. ALL SOIL IMPORTED TO BE APPROVED BY CITY. <br />PLANFORCE <br />ARCHITECTURE * DESIGN <br />4931 West 35th Street <br />Suite 200 <br />St. Louis Park, Minnesota <br />952.541.9969 <br />planforcegroup.com <br />OTTER LAKE <br />ANIMAL CARE <br />CENTER <br />6848 OTTER LAKE RD, <br />HUGO, MN 55038 <br />.j Lo U C KS <br />PLANNING <br />CIVIL ENGINEERING <br />LAND SURVEYING <br />LANDSCAPE ARCHITECTURE <br />ENVIRONMENTAL <br />7200 Hemlock Lane, Suite 300 <br />Maple Grove, MN 55369 <br />763.424.5505 <br />www.loucksinc.com <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 />Jonathan J. Donovan - PE <br />License No. 44613 <br />Date 03-02-22 <br />Loucks Project Ni). <br />18615 <br />Project Lead <br />JJD <br />Drawn By <br />TRIG <br />Checked By <br />VMA <br />Review Date <br />04-11-22 <br />I4u. mint History uate <br />01 SITE PLAN REVIEW 103-24-22 <br />NO. Description Date <br />GRADING & DRAINAGE <br />PLAN <br />Project 18615 <br />Drawn TRG C3-1 <br />Checked JJD <br />OTTER LAKE ANIMAL <br />CARE CENTER <br />6848 OTTER LAKE RD, HUGO, MN 55038 <br />