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04-22-2024 CC Agenda Packet
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04-22-2024 CC Agenda Packet
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/>S <br />FSF <br />RSCSFS <br />F <br />PRE-SFPR <br />E <br />- <br />S <br />F <br />PRE-SF <br />PRE-SFPRE-SFSFSFSF <br />SFSF RSCRSCRSC <br />RSCRSC SFSFSFSFSFSFSFSFRSCRSCRSC <br />RSCRSCRSCRSCRSCPRE-SFPRE-SFPRE-SFPRE-SFWAYZATAORONOWAYZATAORONOWAYZATAORONOSHEET NUMBER:DATE:DATE:LICENSE NO. <br />I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME <br />OR UNDER MY DIRECT SUPERVISION AND THAT I AM A <br />DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS <br />OF THE STATE OF MINNESOTA <br />VERTICAL SCALE: <br />HORIZONTAL SCALE: <br />DRAWN: <br />CHECKED: <br />DESIGNED:INITIAL ISSUE: <br />REVISIONS:PREPARED FOR: <br />Phone :hLWeZaWer 'rLYe 6XLWe <br />Fax 0LnneWonNa 01 <br />Toll Free <br />N:\0036326.00\DWG\CIVIL\0036326GD01.DWG <br />WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB <br />REGRADINGGRADING PLAN - <br />OVERALL <br />WAYZATA COUNTRY CLUB REGRADINGC200 4301902/27/2024 <br />GRETCHEN A. SCHROEDER <br />. <br />. <br />. <br />02/20/2024 <br />200 WAYZATA BLVD W <br />WAYZATA MN 55391 <br />WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'200'400'600'1" = 200'200' <br />40' or 20' <br />02/27/2024 <br />. <br />. <br />. <br />. <br />ORONO COMMENTS <br />. <br />. <br />. <br />.PROJECT NUMBER: 0036326.00PROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.GRADING SUMMARY·PROPERTY AREA218.3 AC·DISTURBED AREA42.9 AC·INCREASE IN IMPERVIOUS SURFACE (CART PATHS*)58,000 SF* DISCONNECTED IMPERVIOUS SURFACES·EARTHWORK VOLUME ESTIMATE41,400 CY EXPORT** GOLF COURSE ARCHITECT TO MINIMIZE EXPORT BY CREATING LANDSCAPE FEATURES ON SITE WITH EXCESS MATERIAL50
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