Planning Commission Packet - September 23, 2025

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WLWL WL WLWLWLWLWLWLWLWLWLWL WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWL WL WL4-STORY APARTMENT BUILDING A 24,024 S.F. (15.7%) (79 UNITS TOTAL) (FIRST FLOOR PARKING) WLWLWL4-STORY APARTMENT BUILDING B 24,024 S.F. (15.7%) (79 UNITS TOTAL) (FIRST FLOOR PARKING)WLWLWLWLWLWLWVVVV889.5889.0888.5VV VV VVVVVVVV 889.5889.0888.5VVVVVVVVVVVV VV VV VV VV VV VV VV VV VV 883884885886887888889883884885886887888889884885886887888889884885886887888889885886887888889888 888889889888889889889891892893894VV880880881881882882883883884884885886887SVVSV V SVV V V V V V V V VVV|||||DVVVVVVVVVV VVVV||||||||8898908918924.8%8.0%2.0%8.0%2.0%1.6%2.0%1.5%4:15:18:14:14:14:14.4%6.7%1.2%2.1%1.9%2.0%2.0%2.0%2.0%6.6%4.6%1.8%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%4.6%6.6%1.0%1.0%1.0%1.0%1.5%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%6.8%4.3%1.2%1.0%0.7%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%5.1%6.1%5:14:14:14:12:12:12:12:12:14:11.0%1.0%1.3%1.5%2.0%2.0%2.0%0.5%2.0%1.0%2.0%2.0%1.2%0.7%0.2%0.6%1.7%0.6%1.0%1.0%1.0%1.0%2.0%1.0%3.1%1.4%2.0%2.0%2.8%2.8%3.2%2.0%1.9%892891890889887886886888EOF=886.75886.77 TC886.63 TC885.93 TC885.47 TC885.00 TC884.81 TC884.32 TC885.43 TC885.55 TC885.06 TC884.56 FL5.0%2.9%2.3%2.7%2.3%2.1%2.0%885.42 TP885.67 TP885.90 TP886.42 TP886.32 TP886.51 TP886.95 TP884.68 TP888.58 TP888.63 TP888.67 TP888.71 TP890.48 TC889.98 FL890.45 TC889.95 FL890.13 TC889.63 FL890.08 TC889.58 FL889.57 TC889.57 FL889.54 TC889.54 FL889.95 TC889.45 FL890.34 TC889.84 FL889.80 TC889.80 FL889.78 TC889.78 FL890.27 TC889.77 FL890.38 TC889.88 FL890.47 TC889.97 FL890.48 TC889.98 FL890.24 TC889.74 FL890.21 TC889.71 FL890.13 TC889.63 FL889.94 TC889.44 FL889.66 TC889.16 FL889.43 SW889.02 SW889.70 FG889.58 TC889.08 FL888.99 TC888.99 FL888.90 TC888.90 FL889.72 SW889.63 TC889.13 FL889.59 TC889.09 FL889.59 TC889.09 FL889.63 TC889.13 FL889.72 SW889.72 SW889.71 SW889.12 SW889.44 SW889.92 TC889.42 FL890.13 TC889.63 FL890.23 TC889.73 FL890.23 TC889.73 FL890.08 TC889.58 FL889.92 TC889.42 FL889.37 TC889.37 FL889.31 TC889.31 FL889.79 TC889.29 FL890.45 TC889.95 FL890.40 TC889.90 FL889.48 TC888.98 FL889.04 TC889.04 FL889.04 TC889.04 FL889.82 TC889.32 FL889.66 TC889.16 FL889.86 TC889.36 FL889.34 TC888.84 FL889.20 TC888.70 FL888.71 TC888.21 FL889.11 TC888.61 FL889.42 TC888.92 FL889.66 TC889.16 FL889.85 TC889.35 FL889.85 TC889.35 FL890.04 TC889.54 FL889.05 TC888.55 FL888.46 TP888.51 TP888.60 TP888.68 TP888.89 TP888.80 TP888.71 TP888.62 TP889.67 TC889.17 FL888.95 TC888.45 FL889.91 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW885.89 FG886.59 FG887.29 FG889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.03 SW890.00 FG889.50 FG890.00 FG889.00 FG889.50 FG890.00 SW890.00 SW890.00 SW890.00 SW890.00 TC890.00 FL890.00 TC890.00 FL890.00 TC890.00 FL890.00 TC890.00 FL888.38 TC887.88 FL888.69 TC888.19 FL888.83 TC888.33 FL888.99 TC888.49 FL888.59 TC888.09 FL888.54 TC888.04 FL888.29 TC887.79 FL889.23 TC888.73 FL889.45 SW889.06 SW889.78 SW889.66 TC889.16 FL889.05 TC889.05 FL888.94 TC888.94 FL889.33 TC888.83 FL888.43 TP888.54 TP888.66 TP888.77 TP889.17 SW889.65 TC889.15 FL889.43 TC888.93 FL889.25 TC888.75 FL889.27 TC888.77 FL889.36 TC888.86 FL889.50 TC889.00 FL889.81 TC889.31 FL889.98 TC889.48 FL890.46 TC889.96 FL890.00 TC890.00 FL890.48 TC889.98 FL890.00 TC890.00 FL889.48 TC888.98 FL889.02 TC888.52 FL889.07 TC888.57 FL889.62 TC889.12 FL889.78 TC889.28 FL889.82 TC889.32 FL889.83 TC889.33 FL889.81 TC889.31 FL889.60 SW889.15 SW889.19 SW889.72 SW889.93 SW889.82 SW889.33 TC888.83 FL889.43 TC888.93 FL889.49 TC888.99 FL889.59 TC889.09 FL889.86 TC889.36 FL889.79 TC889.29 FL889.74 TC889.24 FL890.06 TC889.56 FL890.45 TC889.95 FL890.00 TC890.00 FL890.00 TC890.00 FL890.44 TC889.94 FL889.61 TC889.11 FL889.40 TC888.90 FL889.31 TC889.31 FL889.39 TC889.39 FL889.30 TC889.30 FL889.18 TC889.18 FL889.50 FG889.50 FG889.50 FG890.00 FG889.50 FG889.50 FG889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW890.00 SW890.00 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW890.00 SW890.00 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.88 SW889.82 SW890.75 BW891.25 TW889.95 BW894.00 TW888.95 BW893.50 TW888.75 BW893.50 TW889.00 BW889.50 TW889.31 TC888.81 FL889.53 TC889.03 FL889.11 SW889.72 SW889.25 SW889.78 SW889.88 SW889.82 SW889.71 TC889.21 FL889.48 TC888.98 FL889.17 SW889.98 SW889.50 FG889.39 SW889.39 SW889.67 SW889.79 SW888.30 TC887.80 FL888.68 TC888.18 FL889.18 TC888.68 FL888.55 TC888.05 FL888.10 TP889.20 TP889.10 TP889.50 TP888.10 TP888.80 TP888.95 TC888.45 FL888.80 TP889.79 TC889.29 FL888.50 TC888.00 FL889.05 TC888.55 FL889.17 SW889.45 SW889.42 SW889.36 SW889.45 SW889.41 SW889.46 SW889.52 SW889.46 SW889.40 SW889.37 SW887.70 TC887.20 FL889.25 TC888.75 FL887.65 TP888.65 TP887.92 TP888.71 TP889.83 SW889.67 TC889.17 FL889.75 TC889.25 FL889.32 TC888.82 FL888.91 TC888.91 FL889.59 TC889.09 FL889.05 TC888.55 FL889.83 SW890.04 SW889.71 TC889.21 FL889.72 SW889.93 SW889.75 TC889.25 FL889.87 TC889.37 FL890.07 SW888.35 FG888.35 FG889.93 TC889.43 FL889.88 SW889.48 TC888.98 FL885.50 FG888.02 EX888.12 EX887.27 EX889.73 SW889.88 SW889.88 SW887.52 FG887.84 FG888.90 FG889.45 BW894.50 TWEOF=887.50889.22 TP889.62 TP889.42 TP889.79 TP889.99 TP889.59 TP889.13 TC888.63 FL888.63 TP889.03 TP888.83 TP888.65 TP889.05 TP888.86 TP889.84 TC889.34 FL888.99 TC888.49 FL889.03 TC888.53 FL889.05 TC888.55 FL889.00 TC888.50 FL888.91 TC888.41 FL888.49 TC888.49 FL888.43 TC888.43 FL889.46 TC888.96 FL889.52 TC889.02 FL886.68 SW886.56 SW888.50 SW888.53 SW888.59 SW888.50 SW884.97 SW884.90 SW888.00 SW887.00 SW886.00 SW885.00 SW885.00 SW886.00 SW887.00 SW888.00 SW889.71 TC889.21 FL889.65 TC889.15 FL889.40 TC888.90 FL889.44 TC888.94 FL890.17 TC889.67 FL889.00 TC889.00 FL886.00 EX TC886.05 EX TC889.30 EX TC888.03 EX TC892.34 EX TC892.23 EX TC892.30 EX TC885.89 TC885.39 FL885.96 TC885.46 FL885.40 TC885.40 FL885.33 TC885.33 FL885.92 TC885.42 FL885.92 EX TC885.99 EX TC885.99 TC885.49 FL886.61 EX886.51 EX887.39 EX887.33 EX890.10 EX TC891.46 EX TC889.35 EX889.39 SW888.89 FL888.12 SW887.62 FL887.56 TC887.56 FL887.47 TC887.47 FL886.81 EX886.67 EX885.97 EX885.51 EX885.04 EX884.85 EX884.30 EX884.61 EX884.49 EX884.40 EX887.97 TP887.95 TP887.52 TP887.43 TP887.63 TP887.74 TP888.06 TP888.08 TP887.02 TC886.77 FL887.49 TC887.49 FL889.10 TC888.60 FL887.72 TC887.22 FL887.10 TC887.10 FL886.75 TC886.75 FL887.03 TC886.53 FL885.78 TC885.28 FL887.29 TC887.29 FL884.36 EX885.32 TC884.82 FL888.14 TC887.64 FL886.40 TC885.90 FL886.21 TC885.71 FL886.30 TC885.80 FL885.55 TC885.05 FL884.66 EX887.05 TP885.96 TP886.01 TP884.58 TP886.39 SW886.23 SW1.8%GRADING'Z/E'W>Eϯ10:05 PMN:\Projects Current\24-0290.00 Briggs ER Plat #2\Civil\CAD Files\Grading.dwg9/18/2025PROPOSED RIP RAPNEW TOP-BACK OF CURB ELEVATIONNEW SIDEWALK ELEVATIONPROPOSED CONTOUR980.50 TCNEW FLOW LINE OF CURB ELEVATIONPROPOSED SLOPE980.50 FL980.50 SWNEW TOP OF GRAVEL ELEVATIONNEW TOP OF PAVEMENT ELEVATION980.50 TP980.50 TGEXISTING ELEVATION980.50 EXNEW FINISHED GRADE ELEVATION980.50 FGEMERGENCY OVERFLOWE.O.F.>'E͗'Z/E''EZ>EKd^͗1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONSIN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEERBEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION.2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THISWORK AND NOTIFY THE OWNER OF ANY CHANGES. CONTACT LOCAL UTILITYCOMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT ANDCOMMENCING WORK.3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRISRUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.).4. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITHGRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TOREMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES, AND DRIVEWAYENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOTBETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THEPROJECT.5. TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS MEASURED INPLACE OF TOPSOIL. TOPSOIL SHALL BE FURNISHED AND INSTALLED BY THECONTRACTOR. ALL GRADED SLOPES GREATER THAN OR EQUAL TO 5:1 SHALL BEHYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZE THESLOPES BY GENERAL CONTRACTOR.6. PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS NOTED OTHERWISE.ELEVATION OF FLOW LINE IS 6" BELOW TOP OF CURB UNLESS OTHERWISE SHOWN.7. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT,FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BEDONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS.IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL ASREQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALSSHALL BE INCIDENTAL TO THE CONTRACT.8. IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE. THE CONTRACTORSHALL SUBMIT THE QUANTITY OF MATERIAL AND AMOUNT OF ANTICIPATED GRADEADJUSTMENT FOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYS PRIORTO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BY THEENGINEER. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR WORKASSOCIATED WITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO,EARTHWORK OPERATIONS, STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS,CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILTFENCE, ETC.9. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDEAN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SEED OR RE-SOD ALL APPLICABLEAREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THEENGINEER.10. ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAINTILE, OR OTHERPOTENTIAL SOURCE FOR CONTAMINATION SHALL BE INSTALLED AT LEAST 10 FEETHORIZONTALLY FROM ANY WATERMAIN PER MINNESOTA PLUMBING CODE. THISISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER EDGE OF THE PIPE TOTHE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES ORPIPING OR SIMILAR)11. CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES.PROVIDE TEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS,MANHOLES, PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BEREMOVED UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED ANDFUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITYCONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.SCALE:0' 30' 60'1"=30'DESCRIPTIONDATENO.REVFILE NO.: DWG FILE: CHECKED BY: DRAWN BY: DESIGN BY: DATE: ^,dEK͘LAND SURVEYINGCIVIL ENGINEERINGENVIRONMENTAL SERVICES13076 FIRST STREET, BECKER, MN 55308-9322TEL: 763-262-8822 FAX: 763-262-8844BOGART, PEDERSON& ASSOCIATES, INC.Z/''^><Z/sZW>dŝƚǇŽĨůŬZŝǀĞƌ͕^ŚĞƌďƵƌŶĞŽƵŶƚǇ͕DE09/17/202524-0290.00CJDDMLMJMEKd&KZKE^dZhd/KEPage 39 of 82