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ui <br />J <br />Q <br />uJ <br />W <br />LC) <br />z <br />J <br />d <br />C2 <br />Z_ <br />W <br />W <br />z <br />oz <br />0) W <br />Li <br />0) <br />o% <br />N H <br />O >_ <br />Q <br />EXISTING <br />SIDEWALK <br />3' TAPER FROM FULL CURB <br />TO 0" HEIGHT AT SIDEWALK <br />R=(SEE PLANS) <br />1/2" <br />EXPANSION <br />JOINTS <br />CONCRETE CURB <br />AND GUTTER <br />Crosswalk EXISTING <br />WIDTH SIDEWALK <br />MIN 10' 1 /2" EXPANSION <br />JOINT SEE NOTE 5 <br />•p 3' TAPER FROM FULL CURB <br />�TO 0" HEIGHT AT SIDEWALK <br />• <br />c• <br />PLAN <br />VARIABLE SLOPE PER PLANS <br />GUTTER'—, 0.10' <br />a) <br />J <br />CROSSWALK <br />G) <br />() <br />8" MODIFIED CLASS 5 <br />AGGREGATE BASE <br />SEE NOTE 4 <br />SECTION ON 9_ DRIVEWAY <br />CONTRACTION JOINTS <br />1/2" <br />EXPANSION <br />JOINTS <br />0.10' <br />GUTTER' <br />DETAIL OF LIP <br />NOTES: <br />1. PANEL WIDTH SHALL NOT EXCEED 10 FT. WITHOUT A CENTERLINE CONSTRUCTION <br />JOINT. <br />2. DRIVEWAY TO BE ONE COURSE CONCRETE PAVEMENT. <br />(SEE SPECIAL PROVISIONS FOR CLASS OF CONCRETE,) <br />3. GUTTER TO BE PAVED INTEGRAL WITH DRIVEWAY. <br />4. 8" THICK FOR COMMERCIAL DRIVEWAYS. <br />5. 1 /2" EXPANSION JOINT, 1 /2" PREFORMED JOINT FILLER MATERIAL, AASHTO M 213 <br />(REQUIRED WHEN 2 CONCRETE AREAS ARE POURED SEPARATELY.) <br />APPROVED: <br />4 - 2016 <br />I AIV UAK U U L I AI L5: <br />COMMERCIAL DRIVEWAY <br />CURBCUT <br />CITY PLATE No. <br />STR-14 <br />5.5' FROM BACK OF CURB TO VALVE BOX <br />4X4 MARKER PAINTED <br />BLUE OR APPROVED <br />EQUAL <br />PLUG RODDED BACK AND PSI TESTED <br />1 <br />4",6", or 8" PIPE <br />TRACER WIRE <br />TOP OF PAVEMENT <br />18" MINIMUM SEPARATION <br />FROM STORM SEWER <br />TO WATERMAIN. INSULATE <br />IF LESS THAN 24" <br />18" MINIMUM SEPARATION <br />FROM SANITARY SEWER <br />TO WATERMAIN. INSULATE <br />IF LESS THAN 24" <br />NOTES- <br />1. SHALL BE BLOCKED OR TIED TO THE MAIN WITH 2-3/4" DIAMETER TIE RODS. ALL TIE RODS TO BE COAL TAR <br />COATED AFTER INSTALLATION, RESTRAINED JOINT PIPE AND RETAINING GLANDS MAY BE USED. <br />2. 12 GAUGE COPPER CLAD STEEL TRACER WIRE IS REQUIRED WITH ALL WATER LINES (FOR DETAILED INFO. <br />REFER TO MINNESOTA RURAL WATER ASSOCIATION TRACER WIRE SPECIFICATION AT WWW.MRWA.COM) <br />DATE <br />APPROVED: <br />1 - 2024 <br />City of +� <br />RAMSEY <br />STANDARD DETAILS: <br />COMMERCIAL SERVICE <br />CITY PLATE No. <br />WAT-5 <br />REVISION DATE <br />REVISION <br />v <br />OD <br />A <br />c <br />1" <br />3//1" <br />3/8„ <br />\a/1 <br />No.10 <br />NoA 0 <br />\o.200 <br />A <br />D CLASS 5 <br />A <br />SASS <br />ions <br />G <br />1 <br />90 <br />50 <br />35 <br />20 <br />5 <br />OC <br />- 100 <br />7' <br />- 63 <br />- 35 <br />- 10 <br />NOTES: <br />1. THE AGGREGATE BASE CONSTRUCTION WILL BE ACCEPTED FOR PAYMENT <br />IN ACCORDANCE WITH THE PROVISIONS IN TABLE A. <br />2. IF THE AGGREGATE BASE FAILS TO MEET THE REQUIREMENTS OF TABLE <br />A THE MATERIAL CAN BE CORRECTED IN PLACE OR REMOVED AND <br />REPLACED WITH MATERIAL THAT MEET THE REQUIREMENTS OF TABLE A. <br />3. IN THE EVENT THAT RECYCLED MATERIAL IS USE IT MUST MEET MNDOT <br />REQUIREMENTS FOR RECYCLED BASE. <br />APPROVED: <br />2 - 2003 <br />A <br />POUR AGAINST <br />UNDISTURBED SOIL <br />TOP VIEW -TEE <br />6„ <br />.•4yl' <br />e — <br />'•a. ' 1 1 <br />A <br />1/4" PLYWOOD <br />OVER FACE OF BOLTS <br />POUR AGAINST <br />UNDISTURBED SOIL <br />TOP VIEW -PLUG <br />PIPE SIZE 22 Z% BEND <br />12" <br />16" <br />20" <br />24" <br />30" <br />A B <br />1'-10" 1'-10" <br />3'-0" 2'-0" <br />3'-6" 2'-8" <br />4'-4" 3'-0" <br />S I AIV.UHKJJ JJL I AILS: <br />MODIFIED CLASS 5 <br />SPECIFICATIONS <br />CITY PLATE No, <br />STR-26 <br />A <br />A O <br />r C <br />POUR AGAINST <br />UNDISTURBED SOIL <br />TOP VIEW -BEND <br />WATERMAIN <br />SECTION VIEW <br />3'-6" <br />DIMENSION D SHALL BE AS LARGE AS POSSIBLE WITHOUT INTERFERING WITH MJ BOLTS, <br />NOTES: <br />1. BLOCKING TO BE POURED CONCRETE, MNDOT MIX DESIGN 3A32. <br />2. FITTINGS MUST BE COVERED W/POLY (8 MIL) PRIOR TO POURING CONCRETE <br />3. KEEP CONCRETE CLEAR OF BOLTS, JOINT AND ACCESSORIES. <br />APPROVED: <br />1 - 2024 <br />45% BEND 90% BEND <br />C A B C A B C <br />2'-0" 3'-4" 2'-0" 2'-0" 4'-9" 2'-6" 2'-0" <br />2'-0" 3'-10" 3'-0" 2'-0" 6'-2" 3'-6" 2'-6" <br />3'-0" 5'-6" 3'-4" 3'-0" 8'-4" 4'-0" <br />3'-0" 6'-10" 3'-10" 3'-0" 9'-8" 5'-0" <br />3'-6" 9'-3" 6'-0" 3'-6" 17'-0" 6'-0" <br />City of FK-- <br />RAMSEY <br />STANDARD DETAILS: <br />THRUST BLOCKS <br />CITY PLATE No. <br />WAT-8 <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly Licensed Professional Engineer under the laws <br />of the State o -sota. <br />I MOIHY A. <br />Date 8/12/24 <br />' 0111, <br />I-'.L. <br />Lic. No, 43362 <br />DESIGNED BY: <br />TAE <br />DRAWN BY: <br />TAE <br />CHECKED BY: <br />CJJ <br />16" BREAK -OFF SECTION <br />TRACER WIRE BOX <br />UNDISTURBED <br />SOIL <br />PLASTIC <br />LAYER <br />5' FIBERGLASS RED/WHITE HYDRANT MARKER WITH SPRING <br />5' <br />OR AS SHOWN ON PLANS <br />2' 6" <br />0.35' <br />VALVE BOX <br />6" VALVE <br />6" D.I.P. <br />f <br />EDGE OF MAT <br />OR BACK OF <br />CURB. <br />18" MINIMUM SEPARATION <br />FROM SANITARY SEWER <br />TO WATERMAIN, INSULATE IF <br />LESS THAN 24" <br />CONCRETE CONC. BLOCK BASE 18" MINIMUM SEPARATION <br />BLOCKING FROM SANITARY SEWER <br />NOTES: 1 C.Y. OF COURSE GRAVEL TO WATERMAIN, INSULATE IF <br />LESS THAN 24" <br />1. HYDRANT SHALL BE 5-1/4" WB67 WATEROUS PACER OR APPROVED EQUAL. <br />2. HYDRANTS TO BE ORDERED FOR 8'-0" 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 />7. PUMPER NOZZLE .5.75" O.D. X 4 T.P.I, HOSE NOZZLE 3.06" O.D. X 7 T.P.I. <br />8. 12 GAUGE COPPER CLAD STEEL TRACER WIRE IS REQUIRED WITH ALL WATER LINES (FOR <br />DETAILED INFO. REFER TO MINNESOTA RURAL WATER ASSOCIATION TRACER WIRE <br />SPECIFICATION AT WWW.MRWA.COM) <br />APPROVED: <br />1 - 2024 <br />-NJ <br />City of <br />RAMSEY <br />STANDARD DETAILS: <br />HYDRANT <br />CITY PLATE No. <br />Hakanson Anderson <br />WAT-1 <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson—anderson.com <br />7" LONG COPPER JUMPE <br />TRIP SIZED TO CARRY <br />600 AMPS <br />WELD TO PIPE <br />2 — SILICON BRONZE 5/1 6"x3/4" <br />HEX HEAD BOLT 8c NUT <br />3 1/4" LONG PIPE STRIP <br />WELD TO PIPE <br />BELL END <br />PUSH ON JOINT <br />NOTE: DO NOT PASS CURRENT THROUGH PIPE <br />UNLESS PIPE IS FULL OF WATER. <br />ALTERNATE METHOD BY AMERICAN CAST —IRON <br />USING 4 COPPER CONTACT STRIPS IS AN <br />APPROVED EQUAL TO ABOVE <br />10" LONG COPPER JUMPER <br />STRIP SIZED TO CARRY <br />600 AMPS <br />3 1/4" LONG PIPE <br />STRIP, WELD TO PIPE <br />APPROVED: <br />1 - 2016 <br />ANOKA RAMSEY ATHLETIC ASSOCIATION <br />LOOSE GLAND <br />CONNECT TO BOLT HEAD <br />LEAD TIP GASKET <br />BELL END <br />TEE HEAD BOLTS <br />MECHANICAL JOINT <br />STANDARD DETAILS: <br />JOINT CONNECTION <br />CITY PLATE No. <br />WAT-4 <br />Kinghorn, <br />CONSTRUCTION <br />CITY STANDARD PLATES <br />CITY OF RAMSEY, MINNESOTA <br />3395.24 <br />