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INSTALL METER BOX AND COVER (FORD A-1) <br />NEENAH CASTING NO. R-3067 WITH TYPE DR, <br />OR APPROVED EQUAL OVER ALL PVC CLEANOUTS <br />PRECAST INVERT SHOULD BE 1/2 <br />DL, OR TYPE V GRATE OR APPROVED EQUAL <br />LOCATED IN PAVED DRIVEWAYS AND/OR PARKING AREAS <br />DIAMETER OF PIPE AND BENCHES <br />SLOPED 2" TOWARD INVERT. <br />DIRECTION OF MAJOR FLOW <br />(TYPE DL GRATE) <br />PVC SERVICE PIPE <br />NOTES: <br />EXPANSION MATERIAL TO BE <br />PLACED IN SECOND JOINT <br />MANHOLE STEPS SHALL BE PLACED <br />BOTH SIDES OF CATCH BASIN. <br />SO THAT OFFSET HOLE IN TOP SLAB <br />IS FACING DOWNSTREAM. <br />RECESS CATCH BASINS 2" <br />BELOW GUTTER GRADE LINE. <br />10' <br />NO BLOCK STRUCTURES ARE ALLOWED <br />2" ADJUSTING RINGS <br />GRADE 1" BELOW 10' TRANSITION. <br />(MIN. 2", MAX. 4") <br />MANHOLE FRAME & COVER: <br />FULL BED OF MORTAR <br />NEENAH R-3067, TYPE L GRATE, COMBINATION INLET <br />BETWEEN THE RINGS <br />FRAME, GRATE, CURB BOX OR NEENAH R-3067-C, <br />PLAN <br />6" CONCRETE COLLAR <br />TYPE L GRATE, COMBINATION INLET FRAME, GRATE. <br />AROUND OUTSIDE OF RINGS <br />GRATE SHALL BE INSTALLED IN PROPER DIRECTION <br />END OF LINE <br />FOR MAXIMUM CAPTURE OF FLOW. <br />6" PRECAST REINFORCED <br />MINIMUM OF 2, MAXIMUM OF 5 <br />CONCRETE <br />CONCRETE ADJUSTMENT RINGS WITH FULL <br />CRETEX TYPE 477-1 INLET <br />BED OF MORTAR BETWEEN EACH AND <br />PVC LONG <br />A 4" COLLAR ON THE OUTSIDE. NO SHIMS <br />RADIUS BEND <br />OF ANY MATERIAL ALLOWED. <br />SERVICE WYE <br />CONCRETE ENCASEMENT <br />6" PRECAST REINFORCED CONCRETE SLAB. <br />3000# CONCRETE <br />SANITARY SEWER SERVICE <br />SEAL WITH 2 BEADS OF RAM-NEK. <br />CLEANOUT - PAVEMENT <br />ALL JOINTS IN MANHOLE TO HAVE <br />1 <br />'O' RING RUBBER GASKETS. <br />C5.1 <br />NOT TO SCALE <br />MANHOLE STEPS, COPOLYMER POLYPROPYLENE <br />5" MIN. <br />PLASTIC, WITH 1/2" GRADE 60 STEEL <br />REINFORCEMENT OR EQUAL, 16" O.C. <br />VARIABLE <br />PRECAST CONCRETE SECTION <br />DRILLED OR PREFORMED HOLES REQUIRED <br />COMPACTED BACKFILL <br />FOR SUBDRAIN CONNECTIONS TO MINNIMIZE <br />8" PRECAST SEGMENTAL CONCRETE BLOCK <br />STRUCTURE DAMAGE <br />TO TOP OF THE PIPE SHALL BE USED <br />WITH SIZE AND DEPTH PROHIBIT THE <br />CATCH BASIN DETAIL <br />FABRICATION OF PRECAST UNITS. <br />4 <br />C5.1 <br />8" MINIMUM SLAB THICKNESS, <br />NOT TO SCALE <br />6' MINIMUM DIAMETER PRECAST <br />CONCRETE SLAB, REINFORCED <br />WITH #4 REBAR @ 8" E.W. <br />GROUT BOTTOM <br />SECTION <br />WATERTIGHT CONNECTION <br />(BOOT, TYPICAL) <br />12" (TYP) <br />CATCH BASIN MANHOLE DETAIL <br />NYLOPLAST PEDESTRIAN <br />7 <br />SOLID CASTING FOR CLEANOUTS <br />DOMED GRATE FOR STAND PIPES C5.1 <br />NOT TO SCALE <br />GRANULAR BEDDING <br /> AND ENCASEMENT <br />MANHOLE FRAME & COVER: <br />NEENAH R-2540, TYPE C GRATE <br />OR SOLID LID - SEE UTILITY PLAN <br />MINIMUM OF 2, MAXIMUM OF 5 <br />O.D. + 24" MIN. <br />CONCRETE ADJUSTMENT RINGS WITH FULL <br />BED OF MORTAR BETWEEN EACH AND <br />12" PVC (TYP), DRAIN <br />A 4" COLLAR ON THE OUTSIDE. NO SHIMS <br />GRANULAR BEDDING DETAIL <br />BASIN BY NYLOPLAST <br />OF ANY MATERIAL ALLOWED. <br />OR APPROVED EQUAL. <br />2 <br />C5.1 <br />NOT TO SCALE <br />OUTLET CONNECTION <br />VARIES - SEE SHEET C4 <br />CATCH BASIN / <br />MANHOLE FRAME DETAIL <br />8 <br />C5.1 <br />NOT TO SCALE <br />I hereby certify that this plan, <br />DRAIN BASIN DETAIL <br />specifications or report was prepared <br />5 <br />by me or under my direct supervision <br />C5.1 and that I am a duly licensed <br />NOT TO SCALE <br />Professional Engineer under the laws <br />of the state of Minnesota. <br />Michael A Murphy, P.E. <br />LOAD FACTOR 1.9 <br />Date: Reg. No.:05.17.1342808 <br />MANHOLE FRAME & COVER: R-2561 <br />Rev.DateDescription <br />OD <br />105.17.13Bldg. Permit Submittal <br />205.28.13City Submittal <br />MINIMUM OF 2, MAXIMUM OF 6 <br />TOP OF WALL <br />306.05.13Bid Package #1 <br />CONCRETE ADJUSTMENT RINGS WITH FULL <br />INV=928.00 <br />BED OF MORTAR BETWEEN EACH AND <br />A 4" COLLAR ON THE OUTSIDE. NO SHIMS <br />OF ANY MATERIAL ALLOWED. <br />6" PRECAST REINFORCED <br />COMPACTED BACKFILL <br />MAXIMUM 24" ADJUSTMENT ALLOWED <br />CONCRETE WEIR WALL. <br />INCLUDING RINGS AND CASTING. <br />27" <br />8" ORIFICE <br />12136036.000 <br />Project #: <br />5" <br />INV=924.66 <br />Drawn By:SJM / CKJ <br />Checked By: <br />ZRE / MAM <br />PRECAST CONCRETE SECTION <br />Issue Date: <br />05.15.13 <br />W <br />Sheet Title: <br />WATERTIGHT CONNECTION <br />"OD" DENOTES OUTSIDE DIAMETER OF PIPE BARREL <br />(BOOT, TYPICAL) <br />DETAILS <br />COURSE FILTER AGGREGATE <br />SECTION <br /> "W" DENOTES OD+12" MINIMUM <br />OUTLET CONTROL STRUCTURE <br />CLASS B <br />27" CATCH BASIN DETAIL <br />Sheet: <br />C5.1 <br />HAND SHAPED FROM ANGULAR BEDDING MATERIAL <br />6 <br />WEIR WALL DETAIL <br />9 <br />C5.1 <br />PIPE BEDDING <br />NOT TO SCALE <br />3 <br />C5.1 <br />NOT TO SCALE <br />C5.1 <br />NOT TO SCALE <br />Sheet:9ofof10 <br />M:\Projects\Projects - 2013\12136036- Lexington Station\C. Design\Drawing Files\12136036 C5 - Details.dwg <br />ALL EXISTING ITEMS AND CONDITIONS SHOULD BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION <br />