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LEGEND jE�MZI UNARY PLAT OY J167ZV Z/I" POINT TIYIN h'O L'S <br />o.,.. UTILITY PLAN <br />m <br />\ <br />s <br />• nrwrm rmw <br />� <br />\ <br />/ r <br />I X <br />• ww w�[ <br />\> <br />EX H <br />X RIM OB.7 <br />895.00 <br />(ELEV'S PER lSBUILT. FUEL VERIFY) <br />FIEL <br />Y <br />. <br />— \ ON ECT TO EXISTING B" PVC <br />c.... um[•raw m ru <br />\ <br />/ <br />FI I V (APPROX.) B95.B9 <br />FIE VERIFY CONNECTION INVEI <br />1 <br />'"..IX9 m"°•LM •Am <br />»Q .... AON N"L No"�•LXr sn <br />LLW.,m" <br />LENGTH OF CONNECTION'\PIP F \�(sae.s <br />MAY VARY DEPENDING ON EXACT <br />RIRM 906.4 <br />IN U (N) = 695.29 <br />ICJ ISW) = 895.5 <br />)i' -I �c�` rx� <br />. . " LOCATION OF EXISTING PIPE END / <br />q.. unM.0 xen <br />�. . •xex <br />� ii�i •�°ii�ei�eLi�i ass •e <br />ui �i n se scene �eOewa�a r°�iou x �ilelw <br />Fa•o o For wrWr •eo n ummM wa o r � <br />mm o m�i r�ii�e�ieLaiwgros�rlu�rc x <br />valor a• •a r•se•a uem Wearer rd <br />UITLITY NOTES: <br />. SANITARY SEWER CONNECTION LOCATION IS APPROXIMATE AND MU <br />EXISTING UTILITIES MUST BE FIELD VERIFIED (SEE GSOC NOTE BELOW) <br />VARIATIONS FROM THE PLAN <br />3. SANITARY MAIN IS B' PVC SDR 26. <br />4. WATER MAIN IS 6' PVC C900 DR16. <br />5. ALL UTILITIES AND PLUMBING TO BE COMPLETED PER CITY CODE AND 2015 MINNESOTA <br />PLUMBING CODE. <br />IRRIGATION SYSTEM DESIGNER. <br />B. UTILITIES ON PLAN ARE SHOWN WITHIN 5' OF THE BUILDINGS THE CONTRACTOR IS <br />ULTIMATELY RESPONSIBLE FOR FINAL CONNECTION TO BUILDING LINES COORDINATE WITH <br />ARCHITECTURAL AND MECHANICAL PLANS ACCORDINGLY. <br />10. CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES DAMAGED DURING CONSTRUCTION. <br />11. CONCRETE THRUST BLOCKING AT 6" WATER PIPE BENDS PER CODE. <br />12. MINIMUM OF 7 FEET OF COVER IS REQUIRED OVER AL WATERMAIN. UNLESS OTHERWISE <br />NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN MINIMUM OF 16' VERTICAL SEPARATION <br />TO SANITARY OR STORM SEWER LINES. WATERMAIN AT EXTRA DEPTH IS INCIDENTAL. <br />13. MINIMUM OF 10 FEET HORIZONTAL SEPARATION AND 18' VERTICAL SEPARATION IS REQUIRED <br />FOR ALL MAIN UTILITIES. <br />CONNECT TO EXISTING 8" PVC WATERMAIN <br />IRRIGATION HOUSING <br />TYPE AND DIMENSIONS TO BE DETERMINED BY <br />IRRIGATION SYSTEM DESIGNER <br />-ONE (1) 22 BEND AND <br />ONE (1) 11" BEND TO MAKE 33 J" BEND <br />—ONE (1) 22 }" BEND AND <br />4" PVC SCH 40 <br />SAN SERVICE (TYP) <br />AND CLEANOUT (TYP) <br />WATER SERVICE (TYP) <br />1.5" DOMESTIC SERVICE <br />COPPER OR OTHER MN DU APPROVED <br />AND CURB STOP (TYP) <br />-HYDRANT AND GATE VALVE <br />SHEET 3 OF 3 SHEETS <br />JOB NO: MULVANEY POINT TWIN HOMES <br />