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900 <br />910 <br />902 <br />904 <br />906 <br />908 <br />9129 <br />1 <br />4 910912912912912 <br />912 <br />912 <br />91 <br />0 <br />912914914912 1. <br />3 <br />% <br />PROPOSED BUILDING ADDITION FFE=915.1 <br />(MATCH EXISTING) <br />0.8% <br />0.9%1.5%0.6%1.4%1.2%1.0%1.5% <br />4.0%1.9%1.9%912.47 <br />912.96 <br />913.16 HP <br />913.76 <br />912.42 <br />913.02 <br />914.15914.15 <br />914.05 <br />911.38 LP <br />915.10 <br />914.48 <br />914.56 <br />912.74 +/- EX <br />912.64 <br />913.78 +/- EX <br />912.07 <br />911.91 <br />911.84 <br />911.63 LP <br />912.72 <br />912.39 HP <br />914.35 <br />EXISTING POND <br />NWL: 908.85 <br />HWL: 910.40 <br />OHWL: 908.9 <br />913.68 +/- EX <br />TWO STEPS @ 4.5" <br />911.90 LP <br />FFE=915.1 1.7%914.05 912.92 TC 913.66 TC <br />913.46 TC <br />913.22 TC <br />912.97 TC <br />914.28 TC <br />911.97 HP <br />1.0%2.1%34.2%0.9%1.2% <br />913.40 +/- EX <br />913.50 +/- EX <br />913.56 +/- EX <br />913.68 +/- EX <br />913.75 +/- EX <br />913.85 +/- EX 914.64 <br />915.14 TC <br />915.10 <br />915.00 <br />915.00 <br />914.03 +/- EX <br />914.60 <br />914.10 <br />914.15 914.44 <br />914.27 <br />914.27 <br />914.33 <br />914.56 <br />1.3% <br />914.26 <br />1.0% <br />912.48 <br />912.57 <br />912.70 <br />912.93 +/- EX <br />1.9% EX. <br />913.96 <br />3.9% <br />5.0% <br />1.9%2.7%0.7%EXISTING WETLAND <br />NWL: 910.33 <br />HWL: 912.19 <br />OHWL: 912.5 <br />TW=912.64 <br />TW=912.44 <br />TW=912.96 <br />GW=912.72 <br />GW=910.00 <br />TW=912.62 <br />GW=910.00 <br />GW=913.05 <br />EOF <br />910.42 <br /> <br />912.75+/- <br />EOF <br />915.10 <br />914.65 <br />914.83 <br />914.90 <br />914.54 <br />4.6%914.65915.10 915.15 <br />915.216.4%1.6% <br />914.39 <br />913.90 <br />OUTLET SKIMMER STRUCTURE <br />PROTECTION - SEE DETAIL <br />ROCK CONSTRUCTION <br />ENTRANCE <br />(TYP.) <br />INLET PROTECTION <br />(TYP.) <br />SILT FENCE <br />(TYP.) <br />EROSION CONTROL <br />BLANKET (TYP.) <br />BIOROLL (TYP.) <br />SILT FENCE AT OUTLET <br />SILT FENCE AT OUTLET <br />OUTLET PROTECTION <br />DURING CONSTRUCTION <br />PERIMETER SILT FENCE TO <br />REMAIN OUTSIDE OF TREE <br />DRIPLINES. TREES TO BE FENCED <br />PER DETAIL. <br />NO. Print History Date <br />Project <br />Checked <br />Drawn <br />18615 <br />TRG <br />JJD <br />OTTER LAKE ANIMAL <br />CARE CENTER <br />6848 OTTER LAKE RD, HUGO, MN 55038 <br />OTTER LAKE <br />ANIMAL CARE <br />CENTER <br />6848 OTTER LAKE RD, <br />HUGO, MN 55038 <br />NO. Description Date <br />Review Date <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 />Jonathan J. Donovan - PE <br />44613 <br />Project Lead <br />Drawn By <br />Checked By <br />Loucks Project No.18615 <br />JJD <br />TRG <br />VMA <br />04-11-22 <br />03-02-22 <br />LOUCKS <br />7200 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 />01 SITE PLAN REVIEW 03-24-22 <br />02 CITY COMMENTS 04-11-22 <br />N <br />SCALE IN FEET <br />0 20 40 <br /> <br />23 <br />CIVIL LEGEND <br />WARNING: <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 />Gopher State One Call <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 />11.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 />INLET PROTECTION <br />EROSION CONTROL LEGEND <br />BIO ROLLS <br />EROSION CONTROL BLANKET <br />SILT FENCE <br />ROCK CONSTRUCTION ENTRANCE <br />NOTE: <br />EXISTING CONDITIONS INFORMATION SHOWN IS <br />FROM CERTIFICATE OF SURVEY PREPARED BY E. G. <br />RUD & SONS, DATED JULY 1st, 2019. <br />NOTE: <br />CONTRACTOR TO ACQUIRE GRADING EASEMENT WITH <br />ADJACENT PROPERTY FOR GRADING OUTSIDE OF <br />PROPERTY. <br />GRADING & DRAINAGE <br />PLAN <br />C3-1 <br />TILE NAME <br />OWNER <br />COMPANY PHONE NUMBER <br />OTTER LAKE ACC <br />PROJECT MANAGER JON DONOVAN LOUCKS ASSOCIATES 763-424-5505 <br />EROSION DESIGNER VAL ANDERSON 763-424-5505LOUCKS ASSOCIATES <br />CONTRACTOR <br />SITE MANAGER <br />DR. WAYNE SCANLAN 651-426-8871 <br />TBD TBDTBD <br />SITE INSPECTOR TBD TBDTBD <br />TBD TBDTBD <br />SOIL AMENDMENT