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930 <br />925 <br />915 <br />(n <br />r• • <br />6+50 <br />P18NEERengineering <br />CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS <br />1 <br />I <br />F1 HYDRANT <br />8"X6"TEE W/6"GV <br />I 11'-6"DIP CL52 <br />GND. ELEV.=916.3 <br />STA:6+12.4 <br />8"X6" TEE <br />6" GV f <br />GV 8"X6" TEE� <br />LOT 2 <br />00 <br />d) <br />r� <br />0 <br />E __j <br />mz <br />6+00 <br />"—6"PVC SCH 40 <br />SERVICE PIPE <br />STA:3+15 <br />6" PVC C900 WM <br />SERVICE PIPE <br />5+50 <br />M60 <br />OU TLOT A <br />6" PVC C900 WM <br />SERVICE PIPE <br />6"PVC SCH 40 <br />SERVICE PIPE <br />STA:2+15 <br />8"X4" TEE <br />4" GV <br />8" P C C9001WM <br />> I <br />4+00 <br />3+37.16 <br />T MH-1 <br />p� � I <br />4T <br />2+67.81 <br />v <br />�0+0-00 —�3+00 I <br /><--r—�<— <br />� I <br />---------- -- I F_ <br />I <br />6"PVC SCH'40 II <br />SERVICE PIPE II <br />C900 <br />SERVICE PIPE ) <br />STREET A (PRIVATE) <br />PROPOSED <br />GRADE <br />EXISTING <br />GROUND <br />r <br />---------_L- — — — — --1 I <br />w <br />I I � <br />00 0000 <br />co co� <br />m moo <br />06 C6� <br />�0)0)cn CO 00 00F:-: <br />00z z0 <br />>>> <br />zz <br />mz <br />:2 <br />II <br />�I <br />� z II <br />� � <br />II <br />�I <br />II <br />--J L---t---- <br />II -H <br />141-------- <br />---------- <br />---1 <br />II <br />II <br />EX. 8" PVC C900 WM <br />8" PVC C900 WM _--1-- --_ ----------- II <br />TO XSTNGCONNECT I <br />WATERMAIN <br />CONTRACTOR TO FIELD I <br />VERIFY EXISTING LOCATION �? <br />& ELEVATION 00 <br />275' — <br />8" PVC SDR 267 <br />© 2.00% <br />4.5' RISER <br />STA: 1 +46 L <br />CONNECT TO EXISTING <br />SANITARY SEWER <br />CONTRACTOR TO FIELD <br />VERIFY EXISTING LOCATION <br />& ELEVATION <br />5+00 4+50 4+00 3+50 <br />� II II <br />'z II I <br />II II <br />---------------------- <br />----- <br />EX. 69'------------------- --J <br />8" PVC SDR 26 <br />@ 2.00% <br />3+00 2+50 2+00 1+50 1+00 0+50 0+00 —0+50 <br />SANITARY SEWER NOTES: <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 />BENCH MARK <br />TOP NUT HYDRANT IN N.W. <br />QUAD. OF OTTER LAKE ROAD <br />& PRIVATE DRIVE 370 LF <br />NORTH OF MAIN STREET <br />EL=920.47 NVGD88 <br />930 <br />925 <br />915 <br />r• • <br />02-E N G-1 18283-SHEET-SS W IZ <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 />