2022-04-05 P & Z Packet - Laserfiche WebLink

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-------------------- 03/04/2022 CHL03/04/2022 DESIGN DEVELOPMENT -------------------- 03/04/2022 ISSUE RECORD NOT FOR RYAN A+E, INC. 01 -------------------- PRELIMINARY 2022 CONSTRUCTION ISSUE #DATEDESCRIPTION WWW.RYANCOMPANIES.COM was prepared by me or under my direct supervisionand that I am a duly Licensed Professional EngineerCHAD H. LOCKWOOD44986© JOB NO.DATE 701235 533 South Third Street, Suite 100612-492-4000 tel612-492-3000 fax CONSULTANTS CENTERVILLE, MN I hereby certify that this plan, specification, or reportunder the laws of the State of Minnesota REGISTRATION NO.DATE SDV RYAN A+E, INC.Minneapolis, MN 55415 PROJECT INFORMATION PROJECT BANJO DRAWN BYCHECKED BY DESIGNDEVELOPMENT UTILITY PLAN C500 STORM SEWER PIPESOLID DRAINTILESTORM INLETSTORM MANHOLESTORM CLEANOUTSANITARY SEWER PIPESANITARY SEWER FORCE MAINSANITARY SEWER MANHOLESANITARY SEWER CLEANOUTWATER MAINTELEPHONE OVERHEADTELEPHONE UNDERGROUNDTRANSFORMERTELEPHONE MANHOLETELEPHONE BOX PERFORATED DRAINTILEFLARED END SECTIONHYDRANTGATE VALVEFIRE DEPARTMENT CONNECTIONFIRE SPRINKLERNATURAL GASELECTRIC OVERHEADELECTRIC UNDERGROUNDFIBER OPTIC OVERHEADFIBER OPTIC UNDERGROUNDCABLE OVERHEADCABLE UNDERGROUNDELECTRIC HANDHOLEELECTRIC MANHOLEELECTRIC METERGENERATORLIGHT POLESPOWER POLEGAS VALVEGAS METERFIBER OPTIC MANHOLECABLE MANHOLECABLE BOX EXISTINGPROPOSED WATERMAIN C900 PVCSANITARY SEWER SDR 35 PVC FOR SITE, SCH 40 PVC FOR BUILDING SERVICESSTORM SEWER DUAL WALL HDPE FOR SITE DRAINAGE, RCP FOR POND OUTLETS, SCH 40 PVC FOR BUILDING SERVICESa)PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252.c)ALL FITTINGS MUST COMPLY WITH ASTM D3212.d)WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. b)PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. THE OWNER IMMEDIATELY.ACCORDANCE WITH GUIDELINES PROVIDED BY THE GEOTECHNICAL ENGINEER.THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TOANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES.4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS,AND OTHER STRUCTURES. LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE REPORTED TOSERVICE CONNECTIONS.SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THESPECIFICATIONS, THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THECITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION.NOTED.CITY'S BUILDING DEPARTMENT.(SANITARY/STORM) AND WATERMAIN TO BE 10' MINIMUM.18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOIDCONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINESSHALL BE PROVIDED WHERE 8.0' MINIMUM DEPTH CAN NOT BE ATTAINED.COMPLETION OF WORK.SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820. LEGEND: UTILITY NOTES 2.THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING3.ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. ALL4.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. UTILITY TRENCHES SHALL BE COMPACTED IN5.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS.6.ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE7.CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES INSPECTION BY THE CITY.8.FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES.9.THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER AND PLUMBING PERMITS FROM THE 1.PRIOR TO CONSTRUCTION, SUBCONTRACTORS WHOSE WORK REQUIRES EXCAVATION SHALL FIELD VERIFY ALL EXISTING UTILITY10.GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES.11.VERTICAL CLEARANCE BETWEEN SANITARY, STORM AND WATERMAIN TO BE 18" MINIMUM. HORIZONTAL CLEARANCE BETWEEN SEWER12.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0' OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM13.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.14.PROPOSED PIPE MATERIALS: 15.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON16.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER17.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART18.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: E DETAIL SEE EASEM 001TPGAMDNF 906.34 W " 82 5 7 .' 3 3 41 ° 6 6 N 80160 N W " 2 7 . 3 30 9V 8N 'I 7 9. 16 °3 4 1 6 N SCALEINFEET 0 NAV NAV TOP OF SLOPE SEE SHEET 502SEE SHEET 504 TOP OF SLOPE FFE=911.5 DOCK=907.5 141,360± GSF PROPOSED BUILDING OP ARKING N TOP OF SLOPE N O P A R K NI G G N I K R A P O N TOP OF SLOPE SEE SHEET 501 SEE SHEET 503 7 2TP NO M WR DN F 4 4.TOP OF SLOPE 209 TOP OFSLOPE TOP OF SLOPE SNART 9.309 33TP08451PIDNF 897.07FNDIP.5PT26 3TPMICDNF24.109 31.009 TOP OF SLOPE TOPCMP52TP 08451PIDNF 895.6 43.998 ? E R E H O T P M 1C .- 1F 0B 9C TOP OF SLOPE