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2022-04-05 P & Z Packet
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2022-04-05 P & Z Packet
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-------------------- <br />03/04/2022 <br />03/04/2022 <br />CHL <br />DESIGN DEVELOPMENT <br />-------------------- <br />03/04/2022 <br />ISSUE RECORD <br />NOT FOR <br />RYAN A+E, INC. <br />01 <br />-------------------- <br />PRELIMINARY <br />2022 <br />CONSTRUCTION ISSUE #DATEDESCRIPTION <br />WWW.RYANCOMPANIES.COM was prepared by me or under my direct supervisionCHAD H. LOCKWOOD44986© JOB NO.DATE 701235 <br />612-492-4000 tel612-492-3000 fax CONSULTANTS CENTERVILLE, MN I hereby certify that this plan, specification, or reportand that I am a duly Licensed Professional Engineerunder the laws <br /> of the State of Minnesota REGISTRATION NO.DATE SDV <br />RYAN A+E, INC.533 South Third Street, Suite 100Minneapolis, MN 55415 PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DESIGNDEVELOPMENT GRADING PLAN <br />C400 <br />80160 <br />N <br />SCALEINFEET <br />0 <br />VARIATIONS FROM THE PLANS.AT LOCATIONS DIRECTED BY GENERAL CONTRACTOR.WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATIONANY <br /> DERIVATION FROM PLANS SHALL BE APPROVED BY THE PROJECT ENGINEER.WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES).AREAS <br /> SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. SEE LANDSCAPE PLAN FOR DETAILS.WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.WATER <br /> CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS AREWALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL <br /> (NOT BOTTOM OF BURIED WALL COURSES). <br />OR 811) FOR UTILITY LOCATIONS 48 HOURS PRIOR TO EXCAVATION. HE/SHE SHALL REPAIR OR REPLACE DAMAGED UTILITIES DURINGCONSTRUCTION AT NO COST TO OWNER OR GENERAL CONTRACTOR.SURVEY, DATED <br /> 02/22/2022 .SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS.UTILITIES AND TOPOGRAPHIC FEATURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES <br /> ORMATERIAL AND OTHER UNSTABLE MATERIAL AS DIRECTED BY THE GEOTECHNICAL ENGINEER. STOCKPILE TOPSOIL AND GRANULAR FILLSHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF THE EXISTING <br /> PAVEMENT.SHALL BECOME THE PROPERTY OF THE SUBCONTRACTOR AND SHALL BE DISPOSED OFF THE CONSTRUCTION SITE.SMOOTH & UNIFORM SLOPES, WHICH PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING <br /> AND PREVENT PONDING IN LOWER AREAS.REVISIONS.OWNER APPROVES MODULAR BLOCK CONSTRUCTION, WALL SHALL BE DESIGNED BY A LICENSED DESIGNER AND APPROVED BYGEOTECHNICAL ENGINEER.OTHERWISE <br /> NOTED.FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS.COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED.EXEMPT <br /> EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES.STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT <br /> ALL PERMANENTPAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BEREMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS <br /> IN ORDER TO RETURN THE POND TO DESIGN CAPACITY.EXCAVATIONS MAY BE NEEDED. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION.OWNER APPROVES MODULAR BLOCK CONSTRUCTION, WALL SHALL <br /> BE DESIGNED BY A LICENSED DESIGNER AND APPROVED BYGEOTECHNICAL ENGINEER. <br />GRADING NOTES <br />2.EXISTING TOPOGRAPHY PER EG RUD & SONS ALTA/NSPS LAND TITLE SURVEY, DATED 12/23/2021 AND WESTWOOD ALTA/NSPS LAND TITLE4.CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF <br /> EXISTING CONDITIONS. THIS WOULD INCLUDE ALL EXISTING20.GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT21.ALL DISTURBED UNPAVED <br /> AREAS ARE TO RECEIVE MINIMUM OF 6 INCHES (COMPACTED) OF TOP SOIL AND SEED/MULCH OR SOD. THESE22.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES <br /> ARE LEFT IDLE FOR23.DUST MUST BE ADEQUATELY CONTROLLED.24.ON SLOPES 4:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES.25.ALL STORM DRAINS AND INLETS MUST BE PROTECTED <br /> UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED.26.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM27.FINAL STABILIZATION <br /> REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE28.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS VERIFYING PROPER <br /> CONSTRUCTION OF THE BMPS.29.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. <br />1.SUBCONTRACTORS WHOSE WORK REQUIRES EXCAVATION SHALL CONTACT "GOPHER STATE ONE-CALL" (651-454-0002 OR 1-800-252-11663.REFER TO GEOTECHNICAL EVALUATION REPORT, DATED 02/21/2022 AS PREPARED <br /> BY BRAUN INTERTEC CORPORATION FOR AN EXISTING5.SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC6.SUBGRADE EXCAVATION <br /> SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO7.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL.8.PROPOSED GRADES <br /> SHOWN ARE FINISHED GRADES.9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS10.THE MINIMUM GRADED SLOPE FROM EDGE <br /> OF BUILDING SHALL BE 2 PERCENT UNLESS OTHERWISE NOTED.11.FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6" BELOW FLOOR ELEVATION UNLESS OTHERWISE NOTED.12.EARTHWORK <br /> & PAVING CONTRACTORS ARE RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED GROUND SURFACE TO PROVIDE13.GRADING BEHIND CURBS SHALL START AT THE TOP OF CURB.14.CONTRACTOR SHALL VERIFY <br /> THAT EXISTING UTILITIES HAVE ADEQUATE COVER TO MEET PROVIDER REQUIREMENTS IN AREAS OF GRADE15.RETURN ALL TEMPORARY DIVERSIONS TO EXISTING GRADE UPON FINAL STABILIZATION.14.CONTRACTORS <br /> TO FOLLOW XCEL ENERGY SAFETY GUIDELINES INSIDE EASEMENT AREAS15.ALL RETAINING WALLS GREATER THAN FOUR FEET TO BE DESIGNED BY A STRUCTURAL ENGINEER. WALLS TO MATCH EXISTING. IF16.FOR <br /> SITE RETAINING WALLS "TW EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW EQUALS SURFACE GRADE AT17.REMOVE SEDIMENT FROM EXISTING STORM SEWER IF PRESENT.18.SPOT ELEVATIONS <br /> REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS19.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS <br /> IN GUTTERS SHALL BE SUMPED 0.1630.SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION.31.SEE PAVING PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.32.ACCESSIBLE PARKING AND <br /> ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS.33.BASED ON GROUNDWATER ELEVATIONS ENCOUNTERED DURING GEOTECHNICAL EXPLORATION TEMPORARY DEWATERING <br /> OF16.ALL RETAINING WALLS GREATER THAN FOUR FEET TO BE DESIGNED BY A STRUCTURAL ENGINEER. WALLS TO MATCH EXISTING. IF17.FOR SITE RETAINING WALLS "TW EQUALS SURFACE GRADE AT TOP FACE <br /> OF WALL (NOT TOP OF WALL), "GW EQUALS SURFACE GRADE AT18.INSTALL DRAINTILE AT INLETS (FINGER DRAINS), ALONG BACK OF CURB, AND AROUND TH4E BUILDING <br />E <br />DETAIL <br />SEE EASEM <br />001TPGAMDNF <br />906.34 <br />W <br />" <br />82 <br />5 <br />7 <br />.' <br />33 <br />41 <br />° <br />6 <br />6 <br />N <br />W <br />" <br />2 <br />.7 <br />3 <br />9V <br />30 8N <br />'I <br />7 <br />9. <br />16 <br />°3 <br />4 <br />1 <br />6 <br />N <br />ST-116 <br />ST-118 <br />ST-126 <br />ST-117 <br />ST-115 <br />ST-122 <br />NAV <br />NAV <br />TOP OF SLOPE <br />ST-4 <br />ST-8 <br />SEE SHEET 402SEE SHEET 404 <br />TOP OF SLOPE <br />ST-125 <br />CPT-2 <br />ST-103 <br />CPT-5 <br />ST-108 <br />ST-106 <br />ST-113 <br />ST-121 <br />ST-7 <br />ST-3 <br />FFE=911.5 <br />DOCK=907.5 <br />141,360± GSF <br />ST-124 <br />ST-107 <br />ST-102 <br />PROPOSED BUILDING <br />ST-1O <br />CPT-3 <br />ST-105 <br />ST-112 <br />ST-110 <br />ST-6 <br />ST-2 <br />ST-120 <br />CPT-1 <br />CPT-4 <br />ST-101 <br />ST-104 <br />ST-9 <br />P ARKIN <br />NOG <br />TOP OF SLOPE <br />ST-114 <br />ST-111 <br />N <br />O <br /> <br />P <br />A <br />R <br />K ST-123 <br />NI <br />G <br />G <br />N <br />I <br />K <br />R <br />A <br />P <br /> <br />O <br />N <br />TOP OF SLOPE ST-5 <br />ST-1 <br />SEE SHEET 401 <br />ST-119 SEE SHEET 403 <br />ST-109 <br />7 <br />2T <br />PN <br />OM <br />WR <br />DN <br />F <br />44.TOP OF SLOPE <br />20 <br />9 <br />TOP OFSLOPE <br />TOP OF SLOPE <br />SNART <br />9.309 <br />33TP084 <br />51PIDNF <br />897.07FNDIP.5PT26 <br />3TPMICDNF24.1 <br />09 <br />31.009 <br />TOP OF SLOPE <br />TOPCMP <br />52TP08451PIDNF <br />895.6 <br />43.998 <br />? <br />E <br />R <br />E <br />H <br />O <br />T <br />P <br />M <br />.1-C <br />1F <br />0B <br />9 <br />C <br />TOP OF SLOPE <br /> <br />
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