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15348 <br />WET B <br />926.45 <br />15349 <br />WET <br />926.38 <br />15351 <br />WET <br />926.40 <br />15353 <br />WET <br />926.33 <br />15354 <br />WET <br />926.33 <br />15361 <br />WET <br />926.17 <br />15368 <br />WET <br />926.68 <br />15369 <br />WET <br />926.20 <br />15375 <br />WET <br />926.12 <br />15379 <br />WET <br />925.98 <br />15380 <br />WET E <br />925.33 <br />11 <br />TRAV IP <br />936.97 <br />12 <br />TRAV IP <br />936.79 <br />15 <br />FIP 2'OS <br />936.1216 <br />FIP 4'OS <br />936.06 <br />15000 <br />CHK 12 <br />936.75 <br />15001 <br />TRAV NAIL <br />936.59 <br />15149 <br />TRAV NAIL <br />935.66 <br />15175 <br />CHK 15001 <br />936.579379379389 <br />3 <br />8 9359 <br />3 <br />4 <br />93693793893 <br />5 <br />935 <br />932932933 <br />933934 <br />9 <br />3 <br />4 <br />9 <br />3 <br />6 <br />936 <br />937 <br />938 <br />PROPOSED <br />BUILDING <br />FFE=938.50 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8 <br />8888888936937938937 <br />4 <br />0.7% <br />1.7% <br />0.6% <br />1.8%1.0%1.0%0.5% <br />1.4% <br />1.4% <br />1.9%1.0%1.6%5.6% <br />2.6% <br />936 <br />937 <br />938 <br />93 <br />5935 933933 <br />934934936937 <br />937 <br />936 <br />937 <br />938937 <br />938 <br />FUTURE <br />EXPANSION <br />SILT FENCE <br />TYP-SEE DETAIL <br />ROCK <br />CONSTRUCTION <br />ENTRANCE <br />SEE DETAIL <br />INLET <br />PROTECTION <br />TYP-SEE DETAIL <br />EROSION CONTROL BLANKET <br />SEE DETAIL <br />EXPOSED SOILS ALONG THE <br />EASTERN PERIMETER TO RECEIVE <br />STABILIZATION (TEMPORARY <br />OR PERMANENT) WITHIN 24 <br />HOURS OF INACTIVITY. <br />N SCALE IN FEET <br />0 20 40 <br />SWPPP <br />C3-2 <br />C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e <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 t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he <br />C onsultant . With t he Cons ultant's appr oval, ot hers may be <br />per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or <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 />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 />Plotted: 09 /16 / 2021 2:23 PMW:\2020\20499\CADD DATA\CIVIL\_dwg Sheet Files\C3-2 SWPPPOUCKSL <br />CADD QUALIFICATION <br />QUALITY CONTROL <br />PROFESSIONAL SIGNATURE <br />SUBMITTAL/REVISIONS <br />LAKEVIEW <br />FAMILY <br />DENTISTRY <br />14475 FOREST BOULEVARD NORTH <br />HUGO, MINNESOTA 55038 <br />LAKEVIEW <br />FAMILY <br />DENTISTRY <br />14475 FOREST BOULEVARD NORTH <br />HUGO, MINNESOTA 55038 <br />08/13/21 CITY SUBMITTAL <br />09/03/21 CITY SUBMITTAL <br />09/16/21 CITY SUBMITTAL <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 />Project Lead <br />Drawn By <br />Checked By <br />Loucks Project No. <br />Trevor D. Gruys - PE <br />53706 <br />20499 <br />TDG <br />TDG/MDC <br />TDG <br />09/16/2021 <br />C1-1 EXISTING CONDITIONS <br />C1-2 DEMOLITION PLAN <br />C2-1 SITE PLAN <br />C3-1 GRADING PLAN <br />C3-2 SWPPP <br />C3-3 SWPPP NOTES <br />C4-1 UTILITY PLAN <br />C8-1 CIVIL DETAILS <br />C8-2 CIVIL DETAILS <br />L1-1 LANDSCAPE PLAN <br />L2-1 LANDSCAPE DETAILS <br />P1-1 PHOTOMETRICS PLAN <br />CONSTR <br />U <br />C <br />T <br />I <br />O <br />N <br />NOT FOR <br /> <br />SWPPP <br />C3-2 <br />NOTE: <br />EXISTING CONDITIONS INFORMATION <br />SHOWN IS FROM A BOUNDARY AND <br />TOPOGRAPHIC SURVEY PREPARED BY <br />LOUCKS, DATED AUGUST 13, 2021. <br />73 <br />23 <br />CIVIL LEGEND <br />Gopher State One Call <br />WARNING: <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS <br />OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY <br />COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF <br />LINES. <br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT <br />651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF <br />ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, <br />VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE <br />CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED <br />DURING CONSTRUCTION AT NO COST TO THE OWNER. <br />ESTIMATED QUANTITIES <br />DESCRIPTION UNIT <br />TEMPORARY ROCK CONSTRUCTION ENTRANCE EA <br />PREFABRICATED CONCRETE WASHOUT EA <br />SILT FENCE (STANDARD)LF <br />EROSION CONTROL BLANKET SY <br />INLET PROTECTION EA <br />QUANTITY <br />1 <br />NA <br />±1020 <br />95 <br />3 <br />BIOROLLS LF NA <br />SWPPP LEGEND <br />INLET PROTECTION <br />SILT FENCE <br />EXISTING DRAINAGE PATTERN <br />PROPOSED DRAINAGE PATTERN <br />BIO ROLLS <br />EROSION CONTROL BLANKET <br />GRADING, DRAINAGE & EROSION CONTROL NOTES <br />1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, <br />OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. <br />2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS <br />IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT <br />SUMPED ELEVATIONS. <br />3.GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW-IMPACT <br />EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL <br />TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. <br />4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND <br />SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL <br />VEGETATION IS ESTABLISHED. <br />5.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF <br />WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE <br />GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). <br />6.REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. B2105693), <br />DATED 08/04/2021 AS PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE <br />CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. <br />7.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND <br />BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE <br />MUST BE ESTABLISHED. <br />8.DUST MUST BE ADEQUATELY CONTROLLED. <br />9.SEE SWPPP NOTES FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. <br />10.SEE UTILITY PLAN FOR STORM AND SANITARY SEWER INFORMATION. <br />11.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. <br />12.ALL ACCESSIBLE SLOPES SHALL NOT EXCEED 2% CROSS SLOPE OR 5% RUNNING SLOPE. <br />13.ALL SLOPES WITHIN THE ACCESSIBLE PARKING STALLS SHALL NOT EXCEED 2% IN ANY DIRECTION.