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<br />"OF BTM: 915.0 z A.6
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<br />BTM: 922.0
<br />NWL: 924.0 I
<br />HWL: 926.5
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<br />SHEET C4.5
<br />STUB WITH
<br />6" PLUG
<br />FFE: 931.50
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<br />6" HYDRANT, GATE VALVE, AND 25
<br />LF DIP, CL 52 WM.
<br />294 LF OF 8" DIP
<br />-90" BEND
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<br />LF DIP, CL 52 WM.
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<br />EXISTING SANITARY MANHOLE
<br />STA: 13+68
<br />RIM:924.43
<br />INV IN:907.10 8" PVC
<br />/-SMH 104 I
<br />STA: 10+82 SMH 103
<br />RIM:929.48 STA: 7+80
<br />-INV IN:921.74 8" PVC _ - RIM:932.65
<br />-INV OUT:921.74 8" PVC INV IN:922.94 8" PVC�y
<br />_INV OUT:922.94 8" PVC
<br />232' of 8" PVC @ 0.40 299 <
<br />' of 8" PVC @ 0.40
<br />SMH 105
<br />STA: 13+12
<br />RIM:925.70 _
<br />INV IN:920.81 8" PVC
<br />INV IN:920.81 8" PVC
<br />INV OUT:907.33 8" PVC 100-HWL 100-HWL 100-HWL 100-HWL
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<br />BASIN
<br />BTM: 924.0 / o
<br />HWL: 928.5 4/
<br />NE WETLAND
<br />MN BTM: 923.0 STUB WITH ll-
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<br />NE F HWL: 928.5 STA: M5+95 i
<br />PRETREATMENT
<br />J RIM:930.71
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<br />2D1 0 = INV IN:923.68 8" PVC
<br />o NWL:924.0 z » I INOUT:923.68 8" PVC31.50
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<br />57 LF OF 8" DIP
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<br />CL 52 WM.
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<br />135 LF OF 8" DIP
<br />-:1v - i! 1 1 7
<br />-SMH101
<br />-STA: 3+26
<br />-RIM:930.48
<br />INV IN:924.75 8" PVC
<br />INV IN:925.00 8" PVC
<br />INV OUT:924.75 8" PVC �
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<br />10 M 1
<br />CONNECT TO
<br />EXISTING
<br />WATERMAIN WITH
<br />A WET TAP. SEE
<br />DETAIL 416
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<br />300' of 8" PVC @ 0.40%
<br />--'-SMH 100
<br />-STA: 0+26
<br />-RIM:930.63
<br />-INV IN:926.04 8" PVC
<br />-INV OUT:925.95 8" PVC
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<br />60 120
<br />SCALE IN FEET
<br />UTILITY LEGEND:
<br />MANHOLE
<br />CATCH BAS I N
<br />APRON
<br />SANITARY SEWER MANHOLE
<br />FIRE HYDRANT ASSEMBLY
<br />VALVE
<br />STORM SEWER
<br />DRAINTILE
<br />SANITARY SEWER
<br />WATERLINE
<br />RIPRAP
<br />Know what's below.
<br />0111 before you dig.
<br />GENERAL UTILITY NOTES:
<br />1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR
<br />REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE IMPROVEMENTS,
<br />INCLUDING PORTIONS OF WORK WHICH MAY BE PERFORMED BY UTILITY COMPANY'S
<br />FORCES. ALL PERMITS, APPLICATIONS, FEES AND CHARGES ARE THE RESPONSIBILITY OF
<br />THE CONTRACTOR.
<br />2. UTILITY DISCONNECTIONS, REMOVALS AND/OR ABANDONMENT SHALL BE COORDINATED WITH
<br />THE PROJECT PHASING TO ENSURE NEEDED SERVICES ARE MAINTAINED TO ALL BUILDING
<br />FACILITIES.
<br />3. REFER TO SITE REMOVALS PLAN FOR LIMITS OF UTILITY PIPE REMOVALS.
<br />4. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES, VERIFY PIPE SIZES,
<br />LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND
<br />CONNECTIONS WITH MECHANICAL CONTRACTORS.
<br />5. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL GOVERNING
<br />AUTHORITIES FOR CONNECTION TO PUBLIC WATER, SANITARY SEWER AND STORM SEWER
<br />UTILITIES AND WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING PROVIDING AN
<br />APPROVED TRAFFIC CONTROL PLAN AS NECESSARY.
<br />6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR UTILITY CONNECTIONS AND
<br />UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE
<br />NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY
<br />REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY
<br />PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY
<br />AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR
<br />UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY
<br />OF THE CONTRACTOR.
<br />7. ALL WATER SERVICES ARE TO HAVE A MINIMUM OF 7.5 FEET AND A MAXIMUM OF 9.0
<br />FEET OF COVER. MAXIMUM COVER MAY CHANGE IF DEFLECTING WATER SERVICE UNDER
<br />UTILITIES. ALL VALVES ARE TO HAVE 7.5 TO 9.0 FEET OF COVER.
<br />8. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE,
<br />CATCHBASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE
<br />OF CONTAMINATION. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER
<br />EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE.
<br />9. SHOULD WATER SERVICE CONFLICT WITH OTHER UTILITIES, DEFLECT WATER SERVICE DOWN
<br />TO PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN BOTTOM OF
<br />UTILITY PIPE AND TOP OF WATERMAIN. CENTER SECTION OF WATERMIAN PIPE AT
<br />CROSSING TO PROVIDE MAXIMUM DISTANCE OF JOINTS FROM SEWER CROSSING. FOLLOW
<br />TEN STATE STANDARDS, CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) AND
<br />MINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILITY CROSSINGS. REFER TO
<br />DETAIL UTIL-10 FOR DETAILS.
<br />10. ALL WATER SERVICE THRUST FORCE POINTS (INCLUDES VALVES, TEES, WYES, CROSSES,
<br />REDUCERS, HYDRANTS, DEAD ENDS AND BENDS) ARE TO BE LUGGED (MECHANICAL
<br />JOINTS). VERIFY JOINT RESTRAINT METHOD REQUIREMENTS WITH LOCAL GOVERNING
<br />AUTHORITY.
<br />11. FIRE HYDRANT ASSEMBLY SHALL INCLUDE NECESSARY TEES, STUBS, AND GATE VALVES
<br />SHOWN ON THE DRAWING AND DETAILS, AND AS REQUIRED BY THE CITY. VERIFY
<br />INSTALLATION REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY REQUIREMENTS.
<br />12. CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED GATE VALVES AND MANHOLES TO
<br />BE FLUSH WITH FINAL GRADE.
<br />13. SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC, SDR 35 FOR PIPES LESS THAN
<br />12 -FEET DEEP, SDR 26 FOR PIPES GREATER THAN 12 FEET DEEP UNLESS OTHERWISE
<br />NOTED.
<br />14. ALL SERVICE CONNECTIONS WITH LESS THAN 5 FEET COVER (TO TOP OF PIPE FOR
<br />WATER AND TO INVERT ON SANITARY, ARE TO BE INSULATED,
<br />15. INSTALL CLEANOUTS/MANHOLES ALONG SANITARY SEWER SERVICE PER MINNESOTA
<br />DEPARTMENT OF HEALTH PLUMBING CODE REQUIREMENTS.
<br />16. SANITARY MANHOLES SHALL HAVE WATERTIGHT LIDS.
<br />17. THE CONTRACTOR SHALL CLEAN ALL SURFACE FLOW CHANNELS, PIPES AND STRUCTURES
<br />AFTER FINAL SURFACES ARE ESTABLISHED AND PRIOR TO PROJECT CLOSEOUT.
<br />18. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE
<br />DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS
<br />OTHERWISE NOTED) WITH R-4 GASKETS. ROOF DRAIN LEADERS SHALL BE PVC, SCHEDULE
<br />40.
<br />19. ALL SEWER AND WATER CONSTRUCTION TO COMPLY WITH CITY ENGINEERING DESIGN
<br />STANDARDS.
<br />20. UTILITY CONSTRUCTION PER MNDOT SPECIFICATIONS 2451, 2501, 2502, 2506, 2506,
<br />2511, 2611, 2621, AND 2625
<br />r
<br />STATE LAW: 48 HOURS BEFORE EXCAVATING OR
<br />DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION
<br />OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES
<br />UTILITY OWNED LINES BUT NOT PRIVATE LINES.
<br />THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN
<br />IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
<br />INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL
<br />UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED
<br />BEFORE COMMENCING WORK.
<br />N
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<br />v
<br />»
<br />I l l L 111
<br />135 LF OF 8" DIP
<br />-:1v - i! 1 1 7
<br />-SMH101
<br />-STA: 3+26
<br />-RIM:930.48
<br />INV IN:924.75 8" PVC
<br />INV IN:925.00 8" PVC
<br />INV OUT:924.75 8" PVC �
<br />v
<br />10 M 1
<br />CONNECT TO
<br />EXISTING
<br />WATERMAIN WITH
<br />A WET TAP. SEE
<br />DETAIL 416
<br />v
<br />v
<br />v
<br />300' of 8" PVC @ 0.40%
<br />--'-SMH 100
<br />-STA: 0+26
<br />-RIM:930.63
<br />-INV IN:926.04 8" PVC
<br />-INV OUT:925.95 8" PVC
<br />I_
<br />v
<br />N
<br />60 120
<br />SCALE IN FEET
<br />UTILITY LEGEND:
<br />MANHOLE
<br />CATCH BAS I N
<br />APRON
<br />SANITARY SEWER MANHOLE
<br />FIRE HYDRANT ASSEMBLY
<br />VALVE
<br />STORM SEWER
<br />DRAINTILE
<br />SANITARY SEWER
<br />WATERLINE
<br />RIPRAP
<br />Know what's below.
<br />0111 before you dig.
<br />GENERAL UTILITY NOTES:
<br />1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR
<br />REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE IMPROVEMENTS,
<br />INCLUDING PORTIONS OF WORK WHICH MAY BE PERFORMED BY UTILITY COMPANY'S
<br />FORCES. ALL PERMITS, APPLICATIONS, FEES AND CHARGES ARE THE RESPONSIBILITY OF
<br />THE CONTRACTOR.
<br />2. UTILITY DISCONNECTIONS, REMOVALS AND/OR ABANDONMENT SHALL BE COORDINATED WITH
<br />THE PROJECT PHASING TO ENSURE NEEDED SERVICES ARE MAINTAINED TO ALL BUILDING
<br />FACILITIES.
<br />3. REFER TO SITE REMOVALS PLAN FOR LIMITS OF UTILITY PIPE REMOVALS.
<br />4. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES, VERIFY PIPE SIZES,
<br />LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND
<br />CONNECTIONS WITH MECHANICAL CONTRACTORS.
<br />5. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE LOCAL GOVERNING
<br />AUTHORITIES FOR CONNECTION TO PUBLIC WATER, SANITARY SEWER AND STORM SEWER
<br />UTILITIES AND WORK WITHIN THE PUBLIC RIGHT OF WAY, INCLUDING PROVIDING AN
<br />APPROVED TRAFFIC CONTROL PLAN AS NECESSARY.
<br />6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR UTILITY CONNECTIONS AND
<br />UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE
<br />NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY
<br />REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY
<br />PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY
<br />AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR
<br />UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY
<br />OF THE CONTRACTOR.
<br />7. ALL WATER SERVICES ARE TO HAVE A MINIMUM OF 7.5 FEET AND A MAXIMUM OF 9.0
<br />FEET OF COVER. MAXIMUM COVER MAY CHANGE IF DEFLECTING WATER SERVICE UNDER
<br />UTILITIES. ALL VALVES ARE TO HAVE 7.5 TO 9.0 FEET OF COVER.
<br />8. WATERMAIN SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE,
<br />CATCHBASIN, STORM SEWER, SANITARY SEWER, DRAINTILE OR OTHER POTENTIAL SOURCE
<br />OF CONTAMINATION. THIS ISOLATION DISTANCE SHALL BE MEASURED FROM THE OUTER
<br />EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE.
<br />9. SHOULD WATER SERVICE CONFLICT WITH OTHER UTILITIES, DEFLECT WATER SERVICE DOWN
<br />TO PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES BETWEEN BOTTOM OF
<br />UTILITY PIPE AND TOP OF WATERMAIN. CENTER SECTION OF WATERMIAN PIPE AT
<br />CROSSING TO PROVIDE MAXIMUM DISTANCE OF JOINTS FROM SEWER CROSSING. FOLLOW
<br />TEN STATE STANDARDS, CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) AND
<br />MINNESOTA DEPARTMENT OF HEALTH STANDARDS FOR UTILITY CROSSINGS. REFER TO
<br />DETAIL UTIL-10 FOR DETAILS.
<br />10. ALL WATER SERVICE THRUST FORCE POINTS (INCLUDES VALVES, TEES, WYES, CROSSES,
<br />REDUCERS, HYDRANTS, DEAD ENDS AND BENDS) ARE TO BE LUGGED (MECHANICAL
<br />JOINTS). VERIFY JOINT RESTRAINT METHOD REQUIREMENTS WITH LOCAL GOVERNING
<br />AUTHORITY.
<br />11. FIRE HYDRANT ASSEMBLY SHALL INCLUDE NECESSARY TEES, STUBS, AND GATE VALVES
<br />SHOWN ON THE DRAWING AND DETAILS, AND AS REQUIRED BY THE CITY. VERIFY
<br />INSTALLATION REQUIREMENTS WITH LOCAL GOVERNING AUTHORITY REQUIREMENTS.
<br />12. CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED GATE VALVES AND MANHOLES TO
<br />BE FLUSH WITH FINAL GRADE.
<br />13. SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC, SDR 35 FOR PIPES LESS THAN
<br />12 -FEET DEEP, SDR 26 FOR PIPES GREATER THAN 12 FEET DEEP UNLESS OTHERWISE
<br />NOTED.
<br />14. ALL SERVICE CONNECTIONS WITH LESS THAN 5 FEET COVER (TO TOP OF PIPE FOR
<br />WATER AND TO INVERT ON SANITARY, ARE TO BE INSULATED,
<br />15. INSTALL CLEANOUTS/MANHOLES ALONG SANITARY SEWER SERVICE PER MINNESOTA
<br />DEPARTMENT OF HEALTH PLUMBING CODE REQUIREMENTS.
<br />16. SANITARY MANHOLES SHALL HAVE WATERTIGHT LIDS.
<br />17. THE CONTRACTOR SHALL CLEAN ALL SURFACE FLOW CHANNELS, PIPES AND STRUCTURES
<br />AFTER FINAL SURFACES ARE ESTABLISHED AND PRIOR TO PROJECT CLOSEOUT.
<br />18. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE
<br />DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS
<br />OTHERWISE NOTED) WITH R-4 GASKETS. ROOF DRAIN LEADERS SHALL BE PVC, SCHEDULE
<br />40.
<br />19. ALL SEWER AND WATER CONSTRUCTION TO COMPLY WITH CITY ENGINEERING DESIGN
<br />STANDARDS.
<br />20. UTILITY CONSTRUCTION PER MNDOT SPECIFICATIONS 2451, 2501, 2502, 2506, 2506,
<br />2511, 2611, 2621, AND 2625
<br />r
<br />STATE LAW: 48 HOURS BEFORE EXCAVATING OR
<br />DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION
<br />OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES
<br />UTILITY OWNED LINES BUT NOT PRIVATE LINES.
<br />THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN
<br />IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
<br />INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL
<br />UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED
<br />BEFORE COMMENCING WORK.
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<br />JOB No: 171316
<br />DATE: 04/10/2018
<br />DRAWN BY: CJO
<br />DESIGNED BY: ECR
<br />SHEET:
<br />
|