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08/12/2020 P&Z Packet
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08/12/2020 P&Z Packet
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P&Z
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P&Z Packet
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08/12/2020
P&Z Meeting Type
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a <br />I <br />WETLAND A /f <br />HYDRANT <br />8"X6"TEE W/6"GV <br />9'-6"DIP CL52 \ _ <br />GND. ELEV.=917.8 — - - - — <br />I <br />- <br />---------------- STA:3+17.8 <br />- - - — <br />----------- ------------------------- <br />-------------- EX —STUB- <br />6000 <br />- — — — — — — — — — — — — — — — — — STUB-1W 8— <br />—----MH-1------ --- <br />--"X6 —"TEE 0+52.82 <br />+32.31 2+67.81 <br />° STREET A PRIVATE 8"X6"TEE <br />oTLOT D - <br />Q OU <br />/ 8" PVC C�00 WM <br />//BASIN 1P �'` ,� <br />�il 6+50 6+00 5+00 4+00 3+00 2+00 -- 1 « --- <br />---------------- - - - - - - - - - - - - - - - - - - - -- ----------- - - - _-_ - <br />------------------------------------------ - — — — — — — — — -------- --------__ <br />OVC C900 WM 0 <br />SERVICE PIPE <br />� I <br />WETLAND A � " scH <br />. ` SERVICE PIPE i <br />we] <br />925 <br />920 <br />915 <br />A <br />OU TLOT E 0 I TA:9+ 0 6'-45 END <br />OU TLOT FCL <br />to HYDRANT W/6"GV <br />_ GND. ELEV.=919.4 <br />I <br />� I <br />6"-45'BEND o ' <br />I <br />LOT 1 <br />U� <br />- - - - - - - - - - - - - - - - - - - - - ----------------------------- - - <br />__= _i� ------------------------------------------ <br />lq- <br />N <br />STREET A (PRIVATE) <br />w <br />00 <br />00 0000 <br />0000 <br />cy)c6 <br />od00 <br />N co m <br />00 H <br />�rn00ZO <br />_ �>> <br />m Z Z <br />PROPOSED <br />GRADE <br />HYDRANT W/6"GV <br />GND. ELEV.=918.1 <br />� w I <br />00 <br />00 00 <br />O <br />co00� <br />CD <br />Q0 0 0) 00 <br />��co 00 <br />X�� .. ..� <br />LLJ CN z o <br />>>> <br />:5wmmz zz <br />Z I II <br />:2; II <br />0 ;n EXISTING II <br />GROUND II <br />�' �00 WM � j DP <br />zX 8 \NM <br />X — _ <br />� [!!L <br />CONNECT TO EXISTING <br />8" D.I.P. WM <br />CONTRACTOR TO <br />FIELD VERIFY <br />LOCATION & ELEVATION <br />m 00 CONNECT TO EXISTING <br />> > J SANITARY SEWER <br />Vj z w M CONTRACTOR TO <br />U) ± <br />FIELD VERIFY <br />900 w Q LOCATION & ELEVATION <br />.� <br />OiEn <br />4+50 <br />PIONEERengineering <br />CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS <br />65' <br />8" PVC SDR 26 <br />@ 0.40% <br />215' <br />8" PVC SDR 26 <br />@ 0.40% <br />MH—EX-6C <br />0+15.11 <br />�I -^ <br />S" DIP WIV <br />1. TRACER WIRE REQUIRED ON ALL NON-CONDUCTIVE MAINLINE PIPE, <br />LATERALS, SERVICES, MANHOLES, CATCH BASINS, STUBS, UTILITY <br />LOCATION BOXES AS REQUIRED BY THE SPECIAL PROVISIONS. <br />WATERMAIN NOTES: <br />1. ALL WATERMAIN SHALL BE PVC C900 UNLESS OTHERWISE NOTED. <br />2. ALL FITTINGS SHALL MEET AWWA C153 REQUIRMENTS. <br />3. TRACER WIRE REQUIRED ON ALL NON-CONDUCTIVE PIPE PER CITY <br />SPEC. <br />4. WATERMAIN SHALL HAVE A MINIMUM OF 7.5 FEET OF COVER. <br />SERVICE NOTES: <br />1. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN <br />STREAM MANHOLES. <br />2. SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP. <br />0 25 50 100 <br />GRAPHIC SCALE IN FEET <br />ti I <br />925 <br />920 <br />915 <br />A <br />I 900 <br />— — --LTJ <br />EX. 38' <br />8" PVC SDR 26 895 <br />@ 0.40% <br />4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 —0+50 <br />00-ENG-118283-SHEET-SSWR <br />2422 Enterprise Drive (651) 681-1914 <br />Mendota Heights, MN 55120 Fax: 681-9488 <br />www.pioneereng.com <br />@ 2019 Pioneer Engineering, P.A. <br />we] <br />925 <br />920 <br />915 <br />A <br />OU TLOT E 0 I TA:9+ 0 6'-45 END <br />OU TLOT FCL <br />to HYDRANT W/6"GV <br />_ GND. ELEV.=919.4 <br />I <br />� I <br />6"-45'BEND o ' <br />I <br />LOT 1 <br />U� <br />- - - - - - - - - - - - - - - - - - - - - ----------------------------- - - <br />__= _i� ------------------------------------------ <br />lq- <br />N <br />STREET A (PRIVATE) <br />w <br />00 <br />00 0000 <br />0000 <br />cy)c6 <br />od00 <br />N co m <br />00 H <br />�rn00ZO <br />_ �>> <br />m Z Z <br />PROPOSED <br />GRADE <br />HYDRANT W/6"GV <br />GND. ELEV.=918.1 <br />� w I <br />00 <br />00 00 <br />O <br />co00� <br />CD <br />Q0 0 0) 00 <br />��co 00 <br />X�� .. ..� <br />LLJ CN z o <br />>>> <br />:5wmmz zz <br />Z I II <br />:2; II <br />0 ;n EXISTING II <br />GROUND II <br />�' �00 WM � j DP <br />zX 8 \NM <br />X — _ <br />� [!!L <br />CONNECT TO EXISTING <br />8" D.I.P. WM <br />CONTRACTOR TO <br />FIELD VERIFY <br />LOCATION & ELEVATION <br />m 00 CONNECT TO EXISTING <br />> > J SANITARY SEWER <br />Vj z w M CONTRACTOR TO <br />U) ± <br />FIELD VERIFY <br />900 w Q LOCATION & ELEVATION <br />.� <br />OiEn <br />4+50 <br />PIONEERengineering <br />CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS <br />65' <br />8" PVC SDR 26 <br />@ 0.40% <br />215' <br />8" PVC SDR 26 <br />@ 0.40% <br />MH—EX-6C <br />0+15.11 <br />�I -^ <br />S" DIP WIV <br />1. TRACER WIRE REQUIRED ON ALL NON-CONDUCTIVE MAINLINE PIPE, <br />LATERALS, SERVICES, MANHOLES, CATCH BASINS, STUBS, UTILITY <br />LOCATION BOXES AS REQUIRED BY THE SPECIAL PROVISIONS. <br />WATERMAIN NOTES: <br />1. ALL WATERMAIN SHALL BE PVC C900 UNLESS OTHERWISE NOTED. <br />2. ALL FITTINGS SHALL MEET AWWA C153 REQUIRMENTS. <br />3. TRACER WIRE REQUIRED ON ALL NON-CONDUCTIVE PIPE PER CITY <br />SPEC. <br />4. WATERMAIN SHALL HAVE A MINIMUM OF 7.5 FEET OF COVER. <br />SERVICE NOTES: <br />1. SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN <br />STREAM MANHOLES. <br />2. SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP. <br />0 25 50 100 <br />GRAPHIC SCALE IN FEET <br />ti I <br />925 <br />920 <br />915 <br />A <br />I 900 <br />— — --LTJ <br />EX. 38' <br />8" PVC SDR 26 895 <br />@ 0.40% <br />4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 —0+50 <br />00-ENG-118283-SHEET-SSWR <br />2422 Enterprise Drive (651) 681-1914 <br />Mendota Heights, MN 55120 Fax: 681-9488 <br />www.pioneereng.com <br />@ 2019 Pioneer Engineering, P.A. <br />
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