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"INFI -SHIELD" <br />SEAL OR EQUAL. <br />1/2" MORTAR <br />ON OUTSIDE, <br />BETWEEN RINGS. <br />CASTING & MD <br />MANHOLE. FINISH <br />SI400TH ON <br />THE INSIDE. <br />NO MORTAR ON <br />INSIDE. <br />SANITARY SEWER OUTSIDE DROP <br />48" <br />SECTION A—A <br />• FLEX BLE <br />SLEEVE <br />MANHOLE SLEEVE <br />NO WOCIO SHALL BE usEo FOR ADJUSTING cAsnmc; CEMENT mORTAR ONLY. <br />CAST IRON MANHOLE FAME it COVER AS PER SPECIFICATIONS. <br />MANHOLE STEPS SHAU. BE CAST IRON, ALUMINUM OR STEEL REINFORCED MASTIC. PER <br />ASTII C476 STEP LOCATION SHALL BE AS NOTED IN THE SPECIFICATIONS <br />MANHOLES 20' PEEP AND OVER TO BE CONSTRUCTED WITHOUT STEPS. <br />PRECAST REINFORc ED CONCRETE mANNOLE sECTONS PER ASTI 1470, FumGRE0 <br />eTTH 0-m0 GAsKETs MO LUBRICANT (00070 43 OTHEFNASE SPECIFIED. <br />A I 2' OR I Ir SORREL SEMEN SHALL BE INSTALLED UNOER THE CONE WKNEVER <br />POSSIBLE <br />PIPE CONNECTIONS TO MANHOLE SHALL BE YAM WATER TIGHT BY cAsT NPLAGE <br />Dom AND CEMENT MORTAR. INSIDE SURFACE .441 04 *01001.0 SMOOTH <br />SANITARY SEWER MANHOLE, TYPE 301 <br />NO SCALE <br />(PIPES 27" OR LESS) <br />A. HAY BALES OFFSET 04 NE CENTER <br />B. HAY BALES END TO END <br />21 11=j'—::rt <br />123 \.4*4 1440045 <br />PLAbLYlat <br />1.17M• wal <br />/11.11.:1"' <br />.11. <br />www moojegtotoro, <br />P LMLYIEti <br />C. SILT FENCE WITH ROCK ONERSION MOUND <br />law <br />L.M111 <br />jaeirgiv. ‘. M <br />Arc rIxerr <br />7.7:44W MC NM" 3/4. Mow ■• <br />P LAN VIEW <br />BILE012AL <br />SPACING FOR ALL DITCH BLOCKS: <br />DITCH GRADE <br />SPACNG <br />(%) <br />(FT) <br />2 <br />100 <br />4 <br />6 <br />75 <br />50 <br />e <br />10 <br />40 <br />25 <br />104 <br />25 <br />DITCH BLOCKING <br />NO SCALE <br />2* o 2" HARDWOOD <br />MARKER W/SPIKE. <br />0.0.+2' <br />0.D. <br />* ASTAI 02321 <br />EMBEDMENT MATERLAL- <br />(SEE SPEC.) <br />City Plate <br />ERO-6 <br />COMPACTED BACKFILL <br />COMPACTED <br />SAND OR PIT <br />RUN GRANUIAR <br />MATERIAL <br />COMPACTED <br />BACKFILL <br />10.D/4 (4' MIN) <br />PIPE INSTALLATION IN <br />ACCORDANCE WITH ASTM D 2321, TABLE 2. <br />* EMBEDMENT MATERIAL 11047,11 CONFORM TO ASTM 02321. TABLE 1. <br />METAL FENCE <br />POST MARKER <br />PLANTED GREEN <br />1111112-111: <br />DEPTHS GREATER THAN <br />14' WHERE RISER APPROVED <br />BY ENGINEER, <br />004510L044 BEDMNG 45• BEND <br />MATERIAL (COMPACTED) <br />WITHOUT RISER <br />2" x 2" HARDWOOD <br />MARKER W/SPIKE. <br />AJRTICHT <br />PLUG OR <br />CAP <br />6' METAL FENCE <br />POST MARKER <br />PAINTED GREEN <br />MAX. 45' <br />WITH RISER <br />RTIGHT <br />PLUG OR <br />CAP <br />45' BEND <br />GRANULAR BEDDING <br />MATERIAL (COMPACTED) <br />SERVICE WYE TO BE <br />EMBEDDED IN CONCRETE <br />140TE: SERVICE PIPE TO BE PVC. <br />SCH. 40 (ASTM 0-2665). <br />SOLVENT WELD ALL JOINTS. <br />SANITARY SEWER SERVICE <br />NO SCALE <br />GRANULAR MATERIAL BEDDING METHOD <br />NO SCALE <br />(FOR PVC PIPE) <br />WATERMAIN SIZE VARIES <br />TEE <br />COVER AS <br />SPECIFIED <br />CURB <br />COMPACTED <br />SACKFUL <br />(IN CORROSIVE SOILS <br />USE GRANULAR <br />ENC.ASEMENT) <br />0.13.+2' <br />1 1 III <br />11111 <br />11111 <br />11111 <br />1 1/2"CRUSHED <br />ROCK OR WASHED <br />ROCK <br />0.0/2 <br />1 <br />DEPTH AS NEEDED TO <br />STABILIZE TRENCH <br />MIN. 0.0/4 BUT NOT <br />LESS THAN 10", <br />SPECIAL FOUNDATION FOR <br />STABILIZING OR DEWATERING OF TRENCH <br />NO SONE <br />GRANULAR MATERIAL BEDDING <br />H/2 and <br />EARTH FOUNDATION <br />PIPE FOUNDATION DETAILS <br />N0 SCALE <br />GATE VALVE BOX <br />GATE VALVE <br />1 1/2" WASHED ROCK ALL <br />AROUND. MIN.1/3 C.Y. <br />(MIN, 1 C.V. IN IMPERVIOUS SOILS) <br />13-X8"X16- CONC. BLOCK <br />114 RODS <br />uNDOT 3733 TYPE 3 <br />GEOTEXTTLE FABRIC <br />MIN, 1 LAYER <br />ATTACH TO TOP OF BONNO' <br />GATE VALVE INSTALLATION <br />NO SCALE <br />PROPOSED OR COSTING <br />ROADWAY <br />a' STEEL <br />FENCE POST <br />PAINTED BLUE <br />CURB BOX <br />LONG AT FULL <br />EXTENSON <br />TNL WITH <br />CRIMPED END <br />HORIZONTAL IDOP <br />ORPORATION STOP <br />WATER SERVICE DETAIL <br />50 50000 <br />NA_ SUPPORT CURB <br />BOX 017}1 CONC. <br />BLOCK <br />3/4' GALVANIZED <br />STEEL IIE ROCIS <br />OR "MEGA LUG" BRAND THRUST <br />RETAINER GLANDS AT JOINTS <br />SEE STD. DWG 203 <br />SAND OR PIT <br />RUN GRANULAR <br />BEDDING AND <br />ENCASEMENT MATERIN_ <br />COMPACTED <br />GRANULAR BACKFXL <br />GRANULAR MATERIAL ENCASEMENT <br />CONCRETE <br />UNDISTURBED <br />SOIL <br />PLAN <br />WATERMAJN <br />HYDRANT <br />CONCRETE CRADLE <br />PIPE BEDDING DETAILS <br />NO SCALE <br />CURB <br />24 <br />WELD CONDUCTIVITY <br />ST11D 2" BELOW FLANGE <br />(FOR LOCATION <br />PURPOSES) <br />COVER AS <br />SPECIFIED <br />GEOTERILE FABRIC <br />MNDOT 3733 <br />TYPE 3 <br />CONCRETE <br />BLOCK <br />RucrioN <br />BACKING <br />rxe`x16' <br />CONCRETE <br />BLOCK <br />TYPICAL HYDRANT LAYOUT <br />00 SCALE <br />(VALVE IN BOULEVARD) <br />1 1/2" WASHED <br />ROCK ALL <br />AROUND <br />MIN. I/O C.Y. <br />(MIN. 1 C.Y. IN <br />IMPERVIOUS <br />SOILS.) <br />PLAN <br />SECTION <br />NOTE <br />COVER FITTINGS WITH <br />POLYETHYLENE (NAIL) <br />PRIOR TO POURING <br />CONCRETE <br />2500 P.S.I. CONCRETE <br />28 DAY STRENGTH <br />CONCRETE REACTION BACKING <br />NCI SCALE <br />(FOR TEES AND CROSSES) <br />NOTE: <br />COVER FITTNGS WITH PLASTIC <br />(4 M(L) PRIOR TO POURING <br />CONCRETE <br />Revisions <br />No. Date By Remarks <br />I hereby certify that this plan was prepared by <br />me or under my direct supervision and that <br />I am a duly Registered Professional Engineer <br />under the laws of the State of Minnesota. <br />Nome <br />Date <br />Registration Number <br />Jeff Elliott <br />5/23/01 <br />19174 <br />Scale SHOWN <br />Designed RJE <br />Drawn JHB <br />Date 5/23/01 <br />Checked <br />Approved <br />Engineering • Planning • Surveying <br />15050 23M Avenue North. Plymouth, Minnesota • 55447 <br />phone 763/476-6010 • fax 763/476-8532 <br />E—U07: miradrnfro.00m <br />Client <br />Land Holding Group <br />While Boar lake, MN <br />Project <br />12th Avenue and <br />Holly Drive <br />Lino Lakes, MN <br />Sheet Tie 1---N. i — '''‘. <br />1 <br />Detail ShAtY 2 4 200• <br />1 OF LO LAtcrz,-, <br />UNDISTURBED <br />SOIL <br />SECTION <br />CONCRETE REACTION BACKING <br />00 0056 <br />(FOR BENDS) <br />2500 751 CONCRETE <br />28 DAY STRENGTH <br />6 <br />MIN. <br />• <br />• <br />Asx <br />heel <br />Revision <br />MFRS FILE NO : 13306 <br />