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LEGEND <br />— S — SANITARY <br />SEWER <br />— ST— STORM <br />SEWER <br />WATERMAIN <br />UT UTILITY TRENCH <br />R PROPERTY LINE <br />CE CENTERLINE OF <br />STREET <br />APPROVED <br />DATE <br />7-96 <br />16" BREAK -OFF SECTION <br />1 <br />CONCRETE <br />BLOCKING <br />A <br />w <br />w <br />w <br />10' <br />NOTES: <br />• WATERMAIN SHALL BE <br />LOCATED NORTH & <br />EAST OF CENTERLINE. <br />• UTILITY TRENCH SHALL <br />BE A COMMON BURY <br />FOR ELECTRIC, GAS, <br />COMMUNICATIONS & <br />CABLE TV. <br />• THE COMMON BURY <br />TRENCH SHALL BE <br />LOCATED IN THE CENTER <br />OF THE BOULEVARD <br />BETWEEN BACK OF <br />CURB & THE PROPERTY <br />LINE. <br />UTILITY LOCATIONS <br />N.T.S. <br />UNDISTURBED <br />SOIL <br />11 <br />ll: PLASTIC <br />=1 LAYER <br />I I� <br />• STORM SEWER SHALL <br />BE LOCATED BENEATH <br />THE CURB, PREFERABLY <br />PLACED ON THE STREET <br />SIDE OPPOSITE TO THE <br />WATERMAIN. <br />• SEE DETAILS FOR <br />MINIMUM DEPTH <br />LOCATIONS. <br />STANDARD DETAILS <br />UTILITY LOCATIONS <br />CITY PLATE No. <br />UTL-1 <br />4' RED FLEX MARKER <br />5' <br />OR AS SHOWN ON PLANS <br />0.35' <br />1r VALVE BOX <br />sl <br />6" VALVE <br />18"X18"X5" CONC. BASE <br />1 C.Y. OF COURSE GRAVEL <br />—EDGE OF MAT <br />OR BACK OF <br />CURB. <br />18" MINIMUM SEPARATION <br />FROM SANITARY SEWER <br />TO WATERMAIN <br />18" MINIMUM SEPARATION <br />FROM SANITARY SEWER <br />TO WATERMAIN <br />NOTES: <br />1. HYDRANT SHALL BE 5-1/4" WB67 WATEROUS PACER. <br />2. HYDRANTS TO BE ORDERED FOR S'-O" BURY. IN AREAS OF EXTRA DEPTH ON THE <br />WATERMAIN, HYDRANTS EXTENSIONS MAY BE REQUIRED. <br />3. HYDRANTS SHALL BE BLOCKED OR TIED TO THE TEE AT MAIN WITH 2-3/4" DIAMETER TIE <br />RODS. ALL TIE RODS TO BE COAL TAR COATED AFTER INSTALLATION. RESTRAINED JOINT <br />PIPE AND RETAINING GLANDS MAY BE USED. <br />4. TOP NUT OF HYDRANT 2.5' ABOVE TOP BACK OF CURB OR BITUMINOUS SURFACE. <br />5. HYDRANTS BURIED BELOW WATER TABLE, DRAIN HOLES NEED TO BE PLUGGED AND <br />HYDRANT MARKED BY PAINTING 5" CAP YELLOW. <br />6. BRUSH PAINT ALL HYDRANTS AFTER INSTALLATION IS COMPLETE. <br />APPROVED: <br />6 — 2017 <br />• 9olton & Menk, Inc. 2018, All Rights Reserved <br />H:\RAMS\R16114473\CAD\ 114473C100A.dwg 4/26/2018 11:12 AM <br />STANDARD DETAILS: <br />HYDRANT <br />CITY PLATE No. WAT-1 <br />NOTE: <br />1 CATCH BASIN CASTING SHALL BE NEENAH <br />R-3246R OR APPROVED EQUAL <br />2. EAST JORDAN IRON WORKS <br />7030Z 1/7030T4/7030M5 COMBINATION <br />3. D&L FOUNDRY <br />MODEL NO 1-3519 <br />APPROVED <br />DATE <br />1/2" R <br />37". <br />13" <br />STANDARD CATCHBASIN CASTING <br />N T.S <br />DISTANCE TO Q VARIABLE <br />3" R <br />SLOPE `1/2" R <br />3/4" PER FT i <br />18" <br />MnDOT B618 <br />(URBAN) <br />1/2'-.. 6" DISTANCE TO VARIABLE <br />�- 3" R <br />SLOPE 1/2" R <br />3/4" PER FT�• <br />8" 12" <br />MnDOT B612 <br />(URBAN) <br />STANDARD DETAILS <br />STORMWATER <br />CASTINGS <br />CITY PLATE No. <br />1/2" R <br />(URBAN) <br />5 SLOPE `1/2 <br />1 3/4"PER FTi <br />10" 16" <br />DRIVEWAY FOR B618 <br />N <br />1/ <br />17 1 /2" _ 110 1 /2"1 <br />1 1/ <br />SURMOUNTABLE <br />NOTES: <br />1. ON WEAR COURSE MILL THE EXISTING BITUMINOUS 1.5" BY 24" IN FRONT OF THE <br />REPLACEMENT CURB. <br />2. ON BASE COURSE SAW CUT AND REMOVE EXISTING BITUMINOUS 18" IN FRONT OF TF <br />REPLACEMENT CURB. <br />APPROVED: <br />1 — 2016 <br />STANDARD DETAILS: <br />CURB AND GUTTER <br />CITY PLATE No <br />BOLTON <br />& MENK <br />STR-1 <br />7533 SUNWOOD OF <br />RAMSEY, MINNE <br />Phone: (763) <br />Email: Ramsey@bc <br />www.bolton-n <br />