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7 BM <br />9 <br />0 <br />6 <br />2 <br />913. <br />0 <br />4 NO PARKINGNO PARKING NO PARKINGNO PARKINGNO PARKINGNO PARKING <br />COORD. GRADES AT <br />PROPERTY LINE W/ <br />ADJ. DEVELOPMENT <br />SEE PULTE PLANS <br />FOR TOWNHOME <br />DEVELOPMENT INFO <br />SEE PULTE PLANS <br />FOR TOWNHOME <br />DEVELOPMENT INFO <br />SEE PULTE PLANS <br />FOR TOWNHOME <br />DEVELOPMENT INFO <br />SENIOR BLDG <br />FFE=917.00 <br />GFE=905.92 <br />FAMILY BLDG <br />FFE=921.50 <br />GFE=910.42  <br />906 <br />9099149169 <br />1 <br />5 <br />9 <br />1 <br />2 <br />912 <br />91 <br />6 <br />907 <br />9 <br />1 <br />6913914915916 <br />916 915916913 <br /> <br /> <br />912917 <br />918921910 <br />915 <br /> <br /> <br />SEE PULTE PLANS <br />FOR TOWNHOME <br />DEVELOPMENT INFO <br />SEE PULTE PLANS <br />FOR TOWNHOME <br />DEVELOPMENT INFO <br />914  <br /> <br />11.03± EX. <br />2.0% <br />10.96± EX. <br />10.94± EX. <br />11.08± EX. <br />14.80 <br />14.5015.99 <br />EOF <br />16.00 <br />EOF <br />15.60 <br />EOF <br />2.0%2.0%4.5% <br />14.50 <br />13.50 5.0%14.64 <br />10.18± EX.10.36± EX. <br />3.2% <br />15.65 <br />16.73 <br />EOF <br />15.00 <br />11.93 <br />10.70 <br />08.37 <br />08.81 <br />EOF <br />20.50 <br />EOF19.00 19.50 <br />20.50 <br />EOF <br />19.50 <br />19.50 <br />20.50 <br />EOF <br />20.50 <br />EOF <br />18.41 <br />2.0% <br />19.82 2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%3.0% <br />26.21± EX. <br />21.00± EX. <br />21.01± EX. <br />20.95± EX. <br />20.05± EX. <br />20.00± EX. <br />15.00± EX. <br />26.21± EX. <br />08.97± EX. <br />1.5% <br />1.5%1.8%15.27 15.102.0%16.18 <br />16.41 <br />15.72 <br />15.97 <br />16.06 <br />15.79 <br />1.0%2.0%1.5% <br />0.3% <br />0.5% <br />15.48 <br />15.10 <br />15.48 15.75 <br />16.7216.45 <br />16.073.0%0.9%0.7%1.5%1.6% <br />16.181.4%2.0%15.02 <br />15.32 <br />15.84 <br />1.9%16.84 <br />16.46 <br />16.2416.37 <br />1.1%1.3% <br />15.50 <br />14.82 <br />15.85 <br />16.04 <br />16.03 <br />3.0%1.1%1.0%15.21 <br />2 <br />. <br />4% <br />13.384.0%1.0%0.0% <br />13.56 <br />14.36 <br />14.90 1.0%16.28 <br />16.00 <br />17.00 <br />16.00 <br />17.00 <br />17.00 <br />15.36 <br />12.57 <br />2.0%2.0%3.0% <br />12.93 <br />15.24 <br />12.59 <br />12.41 <br />12.33 <br />12.35 <br />3.0% <br />13.05 <br />12.79 <br />1.1%1.2%1.0%11.51 <br />13.14 <br />12.00 <br />12.00 <br />1.0% <br />2.0%4.0%12.31 <br />1.3%16.19 <br />TW=17.00 <br />BW=06.50 <br />TW=16.00 <br />TW=16.98 <br />TW=16.00 <br />TW=16.80 <br />TW=13.00 <br />BW=06.10 <br />BW=11.29 <br />BW=13.00 <br />BW=07.25 <br />BW=07.25 <br />05.4205.42 0.9%4.6% <br />05.92 <br />3 <br />. <br />3% <br />05.99 <br />06.619.0%7.0%1.0%11.76 <br />TW=13.15BW=13.59 BW=16.13 BW=14.93 BW=16.13 BW=14.63 <br />BW=15.23 <br />TW=23.66 TW=26.62 TW=27.88 TW=29.46 <br />TW=29.81 <br />12.49 <br />14.27 <br />18.75 <br />21.50 <br />10.42 <br />10.4209.92 <br />09.92 <br />18.33 <br />12.17 <br />12.13 <br />1 <br />. <br />0% <br />0 <br />. <br />8% <br />1 <br />. <br />0% <br />1 <br />. <br />0% <br />10.52 <br />10.65 <br />3 <br />. <br />1% <br />2 <br />. <br />2% <br />12.88 <br />17.54 <br />20.92 <br />19.29 <br />20.61 <br />20.30 <br />18.25 <br />3.4% <br />3.2% <br />BW=21.73 <br />TW=29.81BW=20.00BW=20.50BW=20.00 <br />21.90 <br />TW=26.09 TW=27.43 TW=28.78 <br />BW=23.65 <br />TW=23.65 <br />TW=20.38 <br />BW=17.49 <br />TW=19.95 <br />BW=12.07 <br />TW=21.24 <br />BW=13.04 <br />TW=19.87 <br />BW=14.27 <br />11.56 <br />11.53 <br />3.1%1.1% <br />15.57 <br />15.68 16.04 <br />15.77 <br />11.24 <br />4.6% <br />2.0%3.5%2. <br />4 <br />% <br />10.81 <br />10.63 <br />1.0% <br />1.0% <br />10.45 <br />12.80 <br />2.6% <br />16.96 <br />16.42 <br />15.57 <br />13.663.0% <br />20.20 <br />18.52 <br />19.82 <br />19.13 <br />17.592.5% <br />3.0% <br />3.0% <br />1.8% <br />0.7% <br />2.0% <br />2.0% <br />1.0% <br />20.19 <br />19.67 <br />17.98 3.9%0.7%1.1%TW=21.50 <br />BW=12.79 <br />21.50 <br />21.10 <br />TW=18.00 TW=18.17 TW=18.10 <br />TW=18.77 <br />BW=18.00 BW=13.00 BW=09.79 <br />BW=09.90 <br />BOT. STEP=17.74 <br />TOP STEP=21.24 <br />BOT. STEP=17.79 <br />TOP STEP=20.79 <br />11.00 <br />10.90 <br />12.45 <br />12.35 <br />10.00 <br />09.90 <br />BOT. STEP=14.10 <br />TOP STEP=16.10 <br />13.34 <br />16.75 <br />16.65 <br />16.38 <br />16.65 <br />16.20 <br />16.10 <br />17.00 <br />17.00 <br />16.77 <br />16.77 <br />16.88 <br />17.00 16.70 <br />08.80 <br />08.4806.37 <br />06.47 <br />04.81 <br />05.31 <br />06.09 <br />06.19 <br />07.08 <br />08.08 <br />07.98 <br />10.88 <br />10.98 <br />11.75 <br />12.10 <br />16.73 <br />1.2%1.7%0.9% <br />0.8% <br />1.3%0.2%1 <br />. <br />2%0.6%4.0%1.9%2.2%2.5%3.0% <br />2.7% <br />04.67 <br />04.77 <br />08.37 <br />08.37 <br />14.92 <br />0.7%4.0%15.68 <br />16.10 <br />15.62 <br />15.26 <br />1. <br />5 <br />% <br />1.8%2.4%2.9%BW=20.00 <br />TW=20.00 <br />BW=18.70 <br />TW=19.51 <br />BW=15.02 <br />TW=18.99 <br />BW=16.00 <br />TW=18.19 <br />BW=15.97 <br />TW=17.23 <br />TW=18.29 <br />BW=16.51 <br />13.40 <br />12.91 <br />12.91 15.0314.9214.8316.03 <br />10.60 <br />10.70 <br />16.41 <br />18.09 <br />18.89 <br />19.90 <br />17.02 <br />17.12 <br />12.32 <br />12.17 <br />11.79 <br />25.14± EX. <br />22.70± EX. <br />21.68± EX. <br />19.39± EX. <br />18.64± EX. <br />15.80± EX.2.0%21.50 2.0%2.0%2.0%2.0%2.0%2.9%1.5%2.0%1.8% <br />1.1%4.8%21.12 <br />21.50 <br />BW=21.38 <br />TW=20.64 <br />TW=19.87 <br />BW=16.45 <br />BOT. STEP=18.86 <br />TOP STEP=21.09 <br />2.0% <br />21.50 <br />11.84± EX.2. <br />0% <br />14.04± EX. <br />2 <br />.0% <br />21.50 <br />21.50 <br />21.50 <br />21.5021.50 <br />29.47± EX.2.0%21.28 <br />20.80 <br />21.38 <br />1. <br />9 <br />% <br />1.0%1.8%20.00 <br />1.3% <br />20.78 <br />1.0%1.4%20.98 <br />21.50 <br />4.3% <br />4.1% <br />26.31± EX. <br />29.54± EX.2.0%2.0%13.73 <br />13.83 <br />09.64 <br />4.9%1.2%2.3%2.3%17.00 <br />16.33 <br />16.20 <br />2.0%2.0%1.2%1.0%15.00 <br />3.7% <br />16.40 <br />15.0016.08 <br />15.203.0%14.81 <br />4.5%0.8%3.4%5.1%08.5007.28 <br />09.59 <br />14.00 <br />04.81 <br />04.91 <br />0.4%2.8% <br />1.0% <br />19.84 <br />0.8% <br />15.52 <br />13.30 <br />10.27 <br />20.67 <br />1.5%1.7%12.11 <br />12.02 <br />15.36 <br />15.22 <br />2.8% <br />2.5% <br />12.59 <br />EOF <br />3.4%1.4%2.0%1.8% <br />20.53 <br />TW=16.60 <br />BW=11.40 <br />TW=14.91 <br />BW=11.40 <br />TW=14.75 <br />BW=11.25 <br />TW=19.75 <br />BW=10.06 <br />TW=15.97 <br />BW=15.97 <br />TW=20.64 <br />BW=13.85 <br />TW=20.04 <br />BW=12.079.6%0.7%1.4%9.6%10.00 <br />10.10 <br />09.50 <br />09.40 <br />08.64 <br />08.54 <br />04.00 <br />04.10 <br />2.3%3.0%2.0%17.16 <br />6.1%3.9% <br />4.2% <br />1.8% <br />1.9% <br />2.0%1.0%4.5%1.8%1.0%927917915911908 <br />1.6%1.1% <br />921 <br />914914 <br />91 <br />8 919921 <br />921 <br />19.89 <br />09.92 6.0% <br />11.41 <br />11.37 <br />12.98 <br />13.08 <br />12.02 <br />11.92 <br />12.54 <br />12.44 <br />11.73 <br />12.1412.10 <br />12.18 <br />11.94 <br />1.0%0.5%920 <br />09.23 <br />09.33 <br />15.02 <br />1.6%4.9% <br />14.68 <br />14.84 <br />1.0% <br />4.4 <br />% <br />12.35 3.7%20.68 <br />Architecture <br />Interior Design <br />Landscape Architecture <br />Engineering <br />Boarman <br />Kroos <br />VogelGroupInc. <br />EOE <br />License Number <br />I hereby certify that this plan, specification <br />or report was prepared by me or under my <br />direct supervision and that I am a duly <br />Licensed Professional <br />under the laws of the State of Minnesota.BKVTB-30x42Engineer <br />Date <br />07/30/201924440 <br />Michael J. St. Martin, PE <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 />LOUCKS PROJECT NO. 18373.00 <br />© 2016 BKV Group, Inc. EOE <br />SHEET NUMBER <br />SHEET TITLE <br />DRAWN BY <br />CHECKED BY <br />COMMISSION NUMBER <br />ISSUE # DATE DESCRIPTION <br />PROJECT TITLE <br />CONSULTANTS <br />NOT F <br />O <br />R <br />CONS <br />T <br />R <br />U <br />C <br />TI <br />O <br />N <br />CERTIFICATION <br />DATE <br />OLD HIGHWAY 8 <br />REDEVELOPMENT <br />18373.00 <br />08/20/2019 <br />AJA <br />SRT <br />OWNER/DEVELOPER <br />02/22/2019 CITY SUBMITTAL <br />03/27/2019 CITY SUBMITTAL <br />04/18/2019 WATERSHED <br />05/31/2019 WATERSHED <br />06/14/2019 PRICING/PERMIT SET DRAFT <br />07/30/2019 PERMIT AND PRICING SET <br />08/20/2019 CITY/WATERSHED <br />N <br />EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN <br />THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE <br />STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE <br />WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED <br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 <br />MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. <br />OWNER. <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL <br />WARNING: <br />AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND <br />Gopher State One Call <br /> <br />23 <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. 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 />4. 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 />5. 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 />6. DUST MUST BE ADEQUATELY CONTROLLED. <br />7. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. <br />8. SEE UTILITY PLANS FOR WATER, STORM AND SANITARY SEWER INFORMATION. <br />9. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. <br />10. SEE LANDSCAPE PLAN FOR FINAL SITE STABILIZATION. <br />11. SEE LANDSCAPE FOR RETAINING WALL FINISHES AND PRODUCT INFO. <br />SCALE IN FEET <br />0 40 80 <br />GRADING PLAN <br />C3-1 <br />CONSTRUCTION LIMITS