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T277 - T298
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T277 - T298
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Last modified
3/8/2016 3:38:44 PM
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1/22/2016 9:07:37 PM
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Improvement Plans
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Improvement Plans
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I <br /> PROF ESS�p� <br /> N K S��L,��cQ <br /> Dia = 1.1mt <br /> V) N0. 32192 <br /> EXP <br /> ge Notery 38 mm x 9, 5 mm Ih�1r2/ i/ oo <br /> 12 mm `IV1� �� <br /> M I no � OF CA��FO <br /> oo <br /> o Z <br /> t— A B B o 600 mm STD MH STREET LOCATION Q:)40 <br /> Iz <br /> Optional <br /> 6, 4 mm Checkered LP cover11 M COVER AND FRAM 40 mm A.C. (MIN.) 0. <br /> splice 9. 5 mm Rivets, spot weld � <br /> See Detail A or tack weld at 1/8 16 mm Hol 50 <br /> 76 mm x 12, 7 mm 600 mm RCP C-76 CL-IV <br /> Bars 0 0 mm Nominal IDpo i nts or better to CSP Max a RISER (300 mm MIN.) <br /> 25 mm hale In pipe Type 90OR grate �� See Detail " B' (0 CLASS B <br /> to irec i eve t El15bll <br /> 50r1r1 Typ ( see Notes 5 and 10) o Pl a Int et CON(. COLLA <br /> Sp de p 1r� <br /> L76 mm x 76 mm x 9. 5 mm or o 0 en <br /> cu ( See Section A-A <br /> L76 mm x 64 mm x 9, 5 mm Drill 25 mm 0 holes in steel pipe inlet wall ) 0 mm THREADED CAP <br /> £ sal I Caulk seal for bottom design) cast or drill 25 mm 0 holes on concrete pipe <br /> e inlet watt for 13 mm 0 machine bolts, cut i <br /> a Ln 0 . L 0 ( See Note 9) SECTION B—B washer, DUCTILE <br /> FITTINGS--------_______,.IG <br /> �, o 5 Inlet pipe TRASH RACK DETAILSEDWOOD BLOCK <br /> Q) ous TYPE OMP or ❑MPI <br /> + „ (See Notes 5 and 6) <br /> STEEL PIPE INLET WITH SIDE OPENING i <br /> Field joint AND STEEL COVER (See Note 6) & g <br /> �p .. `0 mm 15 WIOTH NON WRISING SROMED GATE VALVE j ❑ ❑ ❑ ❑ <br /> baseZ/C Join to —'I <br /> SECTION A—A 300 mm b WATER C co <br /> TYPE GMP VARIES � Q <br /> 00 <br /> X O <br /> m c� N <br /> 1 <br /> STEEL PIPE INLET WITH GRATE L <br /> U � Q � <br /> 50 mm BLOWOFF VALVE (DETAIL) o Z CO ON <br /> O Y v <br /> O <br /> n 1 <br /> 12 mm Miry x 75 mm <br /> 14 mmo Hole in angle Z Y Y r <br /> 9 wUU� d <br /> 25 <br /> Slot 20 mm x 50 mm Q O W W N <br /> .� - c 6, 4 mm Checkered e J Z <br /> Ir STORM DRAT /W W Z �75 <br /> R-1 ANITARY SEWER -� — LLJ o <br /> 6, 4 mm 40 � Y (nZ� o <br /> Checkered L' 30 12 mmy 28 � <br /> xl 60 m� mm min o WATER LINE k H Z Z <br /> Tack weld 0, 5 m of 6, 4 mm <br /> � 2 heat-treated chain <br /> o Punch 14 mmo to frame and cover 1 . m <br /> CSP <br /> holes in angle — — ( See Note 8) <br /> L76 min x 76 mm 9. 5 mm R i vets, spot weld or 9, 5 mm R i vets, spot weld or <br /> x 9. 5 mm or tack weld at 1/8 points tack weld at 1/8 points or better <br /> L76 mm x 64 mm F or better 0.3 m MIN 1 .5 m FROM <br /> W <br /> x 9. 5 mm SECTION C—C DETAIL A' ' INSTALL 150 mm VALVE CLCAP EN <br /> EARANCE <br /> DETAIL % % B'# ' <br /> Z Q <br /> WATER LATERAL TYPICAL (DETAIL) W:2O <br /> O � LL. <br /> J <br /> V) J Q <br /> F— Q U <br /> 100 mm Max LLL W .. <br /> Riser safety cage centers H <br /> N❑TESLi Z <br /> Ar d > Q <br /> 1, For Details of concrete pipe inlets, see New <br /> Standard Plan NSP D75B, Drainage inlet Q <br /> 2. For details of ladder and steps and when ( See note 1) O U <br /> Ladder or steps are required, see Standard Z <br /> - <br /> Plan NSP D75C, <br /> 3. Inlet pipes shall not protrude into basin, + CSP riser <br /> 4. Except for inlets used for junction boxes, basin E 300 mm min z <br /> floors shall have minimum slope of 1: 4 from allO Q <br /> directions toward outlet pipe, and a wood trowel J Packing of suitable material, #10 Bars throughout with welded joints J <br /> finish, a oakum or asphalt soaked burlap PLAN �. <br /> 5. See Standard Plans D77A and D77B for Grate and a Z <br /> Frame Details and mass of Miscellaneous Iron � c _ Z <br /> and Stee 1, <br /> 6. Designation of Type ❑MPI pipe inlets on plans '� 0 RCP slip joint Q <br /> indicates trash racks are to be furnished and ( See Note 3) _ V) <br /> instal led on all side openings, See New Standard 150 mm Mires— Grout F— <br /> Plan NSP D75C for trash rack details, <br /> 7. More than one side opening may be required, Use epoxy resin adhesive Lu 00 <br /> Location and number as ordered by the Engineer. ( State Specification 8040-21M-08) stop r' <br /> 8. Chain to be provided when specified, for bonding slip joint pipe to <br /> 9. Caulk seal with pliable mixture of sand, porttand RCP Cross drain cross drain <br /> cement, and emulsified asphalt ( Mixture of 1 part <br /> porttand cement, 3-5 parts sand, and 1- 1 /2 parts <br /> SSI emulsified asphalt, ) 50 <br /> 10. Place pipe so bars of grate will be parallel <br /> with main surface flow, SCALE 1:500 METER <br /> CSP RISER FOR ELEVATION THIS PLAN IS INTENDED DESIGNED 15DiO <br /> MRC <br /> DRAINAGE INLET RISER SAFETY CAGE DETAIL FOR UTILITY IMPROVEMENTS DRAWN AMC <br /> ONLY. SEE LAYOUT PLANS FILE <br /> FOR ROAD IMPROVEMENTS I CHECKED SKS <br /> NOTES & CULVERTS kDA IE June 2000 <br /> SHEET No. <br /> 1. TYPE 2 CURB INLET SJC❑ STD D-14 <br /> 2. Ga tvan I z i ng; See Standard Spec I f I cat i ons or Spec i a l Prov 1 s i on. ALL DIMENSIONS ARE IN <br /> 3. Diameter of slip joint to be 75 mm greater than diameter of riser. METERS UNLESS OTHERWISE SHOWN U3 <br /> 1212 <br />
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