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0. D.+2' <br />O.D. ► <br />_777777 <br />LWl N <br />=� O.D/2 <br />SAND OR PIT = <br />RUN GRANULAR = <br />BEDDING AND — O D/4 (4" MIN) <br />ENCASEMENT MATERIAL <br />INETTIETTIENUFM <br />GRANULAR MATERIAL ENCASEMENT <br />COMPACTED O.D...+12 <br />GRANULAR BACKFILL T <br />0D- o <br />CONCRETE N <br />T <br />CONCRETE CRADLE <br />TIP GUTTER TOWARD <br />STREET TO ALLOW THIS PORTION OF VALLEY <br />DRAINAGE TO VALLEY GUTTER TO BE POURED <br />GUTTER INTEGRAL WITH <br />CURB & GUTTER <br />------------------- <br />VALLEY GUTTER <br />SLOPE 3/4" PER FOOT BITUMINOUS <br />3-#4 BARS LONG. <br />WITH 3" CLEARANCE <br />(BETWEEN JOINTS) 3 O <br />STANDARD FRAME AND BOX <br />5'-0" <br />(TYP.) FOR B-618 CURB & GUTTER <br />I I I I I I I I <br />2" DEPRESSION <br />-MODIFIED "S" CURB VANE GRATE <br />EXPANSION <br />& GUTTER (TYP.) PLAN JOINT (TYR) <br />NOTES: <br />1. SEE PLATE NO. ST-2 FOR CONCRETE CURB AND GUTTER DETAILS. <br />2. #4 ROD TO BE USED IN VALLEY GUTTER FROM EXPANSION <br />JOINT TO EXPANSION JOINT. <br />3. PAID AS 7" CONCRETE VALLEY GUTTER. <br />MAY, 2013 <br />VALLEY GUTTER <br />CIT OF GEN-7 CIT OF <br />IN KE IN KE <br />O.D.+2' <br />OD G <br />COMPACTED <br />BACKFILL COMPACTED <br />BACKFILL <br />(IN CORROSIVE SOILS <br />USE GRANULAR <br />ENCASEMENT) <br />* ASTM D2321 <br />EMBEDMENT MATERIAL 1 1 2 CRUSHED <br />(SEE SPEC.) 0'D%4 (4" MIN) ROCK OR WASHED <br />Tu <br />ROCK <br />PIPE INSTALLATION IN <br />ACCORDANCE WITH ASTM D 2321, TABLE 2. <br />* EMBEDMENT MATERIAL SHALL CONFORM TO ASTM D2321. TABLE 1. <br />0. D.+2' <br />_ <br />/ O.D. ► <br />N <br />T O. D/2 <br />DEPTH AS NEEDED TO <br />STABILIZE TRENCH <br />MIN. O.D./4 BUT NOT <br />LESS THAN 10". <br />MAY, 2013 GRANULAR MATERIAL MAY, 2013 MAY, 2013 <br />SPECIAL FOUNDATION FOR <br />PIPE BEDDING <br />c I T o P c I T*lK <br />o P BEDDING METHOD c I T*lK <br />o P STABILIZING OR DEWATERING c I r O F <br />IN KE DETAILS GEN 13 INE (FOR PVC PIPE) GEN-14 INE OF TRENCH GEN-15 LN KE <br />FINISHED GRADE <br />2" x 2" HARDWOOD <br />MARKER W/SPIKE. <br />K �6' METAL FENCE <br />POST MARKER <br />PAINTED GREEN <br />_ <br />3' <br />�= I 1I- <br />_I <br />n <br />w � <br />X <br />_ <br />_- AIRTIGHT <br />= <br />III= <br />N <br />PLUG OR <br />--' CAP <br />SERVICE <br />SLOPE 2% MIN. <br />_ WYE <br />— <br />45' BEND <br />GRANULAR BEDDING <br />- T- - <br />MATERIAL (COMPACTED) <br />SERVICE WYE TO BE <br />EMBEDDED IN WITHOUT RISER <br />NOTE: SERVICE PIPE TO BE PVC, <br />CONCRETE <br />6' METAL FENCE <br />SCH. 40 (ASTM D-2665). <br />POST MARKER <br />SOLVENT WELD ALL JOINTS. <br />PL <br />PAINTED GREEN <br />2" x 2" HARDWOOD <br />MARKER W/SPIKE. <br />3 <br />a <br />DEPTHS GREATER <br />THAN <br />iv w _, _I\ <br />14' WHERE RISER <br />BY ENGINEER. <br />APPROVED SLOPE 2% MIN. <br />AIRTIGHT <br />PLUG OR <br />—I <br />I' <br />CAP <br />III III- '' <br />- 45' BEND <br />I— <br />GRANULAR BEDDING <br />MATERIAL (COMPACTED) <br />SERVICE <br />- - <br />PIN WYE <br />_ SERVICE WYE TO BE <br />1 <br />EMBEDDED IN CONCRETE <br />- <br />MAX. 45' <br />NOTE: SERVICE PIPE TO BE <br />PVC, <br />SCH. 40 (ASTM D-2665). <br />III III <br />III <br />WITH RISER SOLVENT WELD ALL <br />JOINTS. <br />MAY, 2013 <br />SANITARY SEWER <br />CIT OF <br />IN KE <br />SERVICE <br />SAN-7 <br />WATERMAIN <br />GATE VALVE <br />& BOX - <br />4 <br />WELD rT <br />TY <br />CURB 24 STUD 2" BELO`(FOR LOCATIONWVI FLANGE <br />NOTE COR-BLUE BOLTS GEOTEXTILE FABRIC <br />OR EQUAL REQUIRED ON COVER AS TYPEMND3733 <br />SPECIFIED TYPE 3 <br />ALL WATERMAIN FITTINGS. <br />3/4" STAINLESS <br />STEEL TIE RODS <br />OR "MEGA LUG" THRUST <br />RETAINER GLANDS (OR <br />EQUIVALANT) AT JOINTS O <br />SEE WAT-2 <br />�_1 1/2" WASHED <br />8"X8"X16" ROCK ALL <br />ALL LEEDS 6" DIP CONCRETE AROUND <br />BLOCK MIN. 1/3 C.Y. <br />NOTES: (MIN. 1 C.Y. IN <br />IMPERVIOUS <br />1. ALL FITTINGS SHALL BE MECHANICAL JOINTS SOILS.) <br />2. MEGALUG OPTION PERMITTED UPON CITY REVIEW <br />3. HYDRANTS SHALL HAVE 16" BREAKAWAY SECTION <br />4. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE ENCASED <br />5. NO EXTENSIONS ARE ALLOWED. <br />6. GATE VALVE SHALL MEET ALL REQUIREMENTS OF WAT-2 <br />TYPICAL HYDRANT MAY, 2013 <br />CIT O F DETAILS <br />IN KE (VALVE IN BOULEVARD) WAT-1 <br />NOTE: COR-BLUE BOLTS <br />OR EQUAL REQUIRED ON <br />ALL WATERMAIN FITTINGS. <br />VALVE BOX SETTING TO BE <br />1/4 "-3/8" BELOW PAVEMENT <br />AND AT GRADE IN TURF AREAS <br />CATCH BASIN INSTALLATION <br />SPECIFICATIONS <br />R/W <br />VARIES <br />L <br />VARIES 16' <br />16' 1 VARIES <br />3' 3' <br />*48" *36" <br />GAS CONDUIT <br />OTHER CONDUIT <br />CONDUIT SUPPLIED BY UTILITY COMPANY <br />(NUMBER & SIZE OF CONDUIT VARIES) <br />EL FENCE POST STEEL FENCE POST <br />TOP OF CURB <br />*48„ GUTTER LINE *36„ SLIP-ON CAPS TO BE <br />INSTALLED ON END <br />© OF CONDUIT <br />0L <br />CONDUITS <br />1' 1' <br />NOTES: CONDUIT SUPPLIED BY UTILITY COMPANY <br />(NUMBER & SIZE OF CONDUIT VARIES) <br />BURY DEPTH SHALL BE 4" BELOW PAVEMENT SECTION <br />MAY, 2013 <br />GEN-8 cIT of <br />IN KE <br />MONUMENT <br />CONSISTS OF A POST AND A WETLAND BUFFER SIGN <br />WETLAND BUFFER SIGNS <br />MOUNTED FLUSH WITH THE TOP OF THE POST FASTENED WITH NON -REMOVABLE <br />SCREWS OR RIVETS SIZE: 12" H x 8" W ALUMINUM SHALL BE 5052-H38 OR <br />6061-T6 ALLOY. GAUGE SHALL BE 0.080 <br />POST MATERIALS <br />4" X 4" SQUARE <br />TREATED WOOD OR OTHER CITY APPROVED MATERIAL <br />COLOR <br />COLOR SHALL BE GREEN LETTERS ON <br />WHITE BACKGROUND. <br />POST INSTALLATION <br />MOUNTED TO A HEIGHT OF FOUR FEET ABOVE GRADE SET AT LEAST 42 INCHES <br />IN THE GROUND INSTALLED AT EACH LOT LINE WHERE IT CROSSES A WETLAND <br />BUFFER WITH A MAXIMUM SPACING OF 300 FEET BETWEEN SIGNS ( IF NO <br />BUFFER IS REQUIRED THE MONUMENT SHALL BE AT THE EDGE OF THE <br />WETLAND). <br />PLACE ADDITIONAL POSTS AS NECESSARY <br />TO FOLLOW BUFFER CONTOUR LINE <br />MAY, 2013 <br />WETLAND BUFFER SIGNS <br />GEN-22 <br />CURB <br />COVER AS <br />SPECIFIED <br />WATERMAIN SIZE VARIES — <br />GATE VALVE BOX <br />- GATE VALVE (RESISTANT WEDGE TYPE OR APPROVED <br />EQUAL) <br />- 1 1/2" WASHED ROCK ALL <br />AROUND. MIN.1/3 C.Y. <br />(MIN. 1 C.Y. IN IMPERVIOUS SOILS) <br />U <br />TEE TIE RODS OR MEGA LUG <br />RETAINER GLANDS (OR EQUAL) <br />8"X8"X16" CONC. BLOCK MNDOT 3733 TYPE 3 <br />GEOTEXTILE FABRIC <br />MIN. 1 LAYER <br />ATTACH TO TOP SECTION <br />OF VALVE BOX <br />NOTES: <br />1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. <br />2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. <br />3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE TO PASS ENTIRELY OVER <br />THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. <br />4. ALL VALVES SHALL BE TIED WITH " THREeED TIE RODS TO THE MAIN. MEGALUGS <br />MAY BE USED IN LIEU OF TIE RODS. <br />5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL <br />TO THE PROJECT. <br />6. BONNET ADAPTOR SHALL BE INSTALLED ON TOP OF GATE VALVE. <br />MAY, 2013 <br />GATE VALVE & <br />CIT OF <br />IN KE <br />BOX INSTALLATION <br />WAT-2 <br />"INFI-SHIELD" — <br />SEAL OR APPROVED <br />EQUAL. <br />1/2" MORTAR - <br />MAY, 2013 <br />CONDUIT <br />CROSSINGS GEN-12 <br />ADJUSTING RINGS <br />2 - 2" RINGS, MINIMUM <br />5 - 2" RINGS. <br />(1' MAX OF RINGS <br />MORTAR). <br />ON OUTSIDE, 6 i <br />BETWEEN RINGS, <br />CASTING & AND 27" <br />MANHOLE. FINISH <br />SMOOTH ON °J <br />THE INSIDE. <br />NO MORTAR ON RUBBE <br />INSIDE. cO o AT ALI <br />"INFI-SHIELD" AT PLAN <br />BARREL JOINTS <br />BELOW WATER m <br />TABLE a <br />MANHOLE > LIIIN <br />SLEEVE <br />SEE DETAIL 2„ <br />MIN. <br />N <br />z PIPE <br />STAINLESS <br />6„ STEEL <br />�•� STRAP <br />FLEXIBLE <br />_ 48" _ SLEEVE <br />SECTION A -A MANHOLE SLEEVE <br />A URETHANE OR BUTYL SEAL SHALL BE USED TO SEAL THE TOP RING TO <br />THE CASTING AND THE BOTTOM RING TO THE CONE OR TOP SLAB. <br />NO WOOD SHALL BE USED FOR ADJUSTING CASTING; CEMENT MORTAR ONLY. <br />ADJUSTING RINGS MAY BE CONCRETE OR PLASTIC. <br />CAST IRON MANHOLE FRAME & COVER AS PER SPECIFICATIONS. <br />MANHOLE STEPS SHALL BE CAST IRON, ALUMINUM OR STEEL REINFORCED PLASTIC, PER <br />ASTM C478. STEP LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS. <br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTM C478, FURNISHED <br />WITH 0-RING GASKETS AND LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. <br />A 12" OR 18" BARREL SECTION SHALL BE INSTALLED UNDER THE CONE WHENEVER <br />POSSIBLE. <br />PIPE CONNECTIONS TO MANHOLE SHALL BE MADE WATER TIGHT BY CAST INPLACE <br />RUBBER BOOT AND CEMENT MORTAR. INSIDE SURFACE SHALL BE FINISHED SMOOTH. <br />SANITARY SEWER MANHOLE, MAY, 2013 <br />cIT of TYPE301 <br />IN KE SAN-1 <br />(PIPES 27" OR LESS) <br />R/W <br />DRAWN BY: DESIGN BY: <br />A.G. A.G. <br />CHCKD BY: PROD. NO. <br />C.W.P. 16-1604 <br />ORIGINAL DATE: <br />MAY 16, 2016 <br />O <br />F_ <br />(L _jQ <br />v <� <br />U) c <br />w M/yML <br />W <br />Z D fN <br />O N w <br />N G � <br />w V <br />() <br />m <br />W <br />3 LLIL J N <br />ZpOXW <br />za�gz- <br />N Lij Z LL <br />�CHw0 <br />F Z Q J W <br />I-OZpN <br />NLu■ <br />H 2 Z W 1 <br />J <br />(oNmo <br />W <br />>-W>aco <br />W Q W W Q <br />o�aay� <br />=aNWIU <br />J <br />W <br />va <br />W <br />Q <br />Y <br />a <br />N <br />W <br />N <br />W <br />� <br />co <br />Lu <br />W <br />J <br />m <br />z <br />M <br />V <br />J <br />r <br />W <br />0 <br />PREPARED FOR: <br />RJ RYAN <br />CONSTRUCTION <br />SITE PLANNING <br />& ENGINEERING <br />PLOWE <br />ENGINEERING, INC. <br />6776 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 55014 <br />PHONE: (651) 361 -8210 <br />FAX: (651) 361 -8701 <br />C4m 1 <br />