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10_C810_SEWER M I N XREFS: NONE PROJECT NUMBER: 04.9368 w D 0 0 U I FRAME OPENING IN ROOF o SLAB SHALL BE ECCENTRIC CL COVER O TO ALIGN WITH STEPS. w U a z COVER FRAME & MORTAR w COVER 1" PVC 0.5417 U_ FRAME & COVER MORTAR ANTI-SIPHON 01.8333 REMOVABLE WATERTIGHT G 5" MIN. WALL 30" SQ. PENIN .•o,• I •. p. GRADE RINGS PIPE ADAPTER 01.5000 ACCESS PORT, 6" OPENING (SEE NOTE NO. 7) Q GRADE RINGS 4" MIN-12" MAX o Q:'.d , R0.7500 o a 4" MIN-12" MAX ° - •' �' CATCH BASINS. FLOWI I FLOW . o . a:• d • 24" DIA 0.7502 FRAME & GRATE SHALL BE PATTERN ° MIN NO. 5419 BY EJ USA, INC., OR 24" DIA USE FLAT SLAB TOP ONLY MANHOLE CONE SECTIO PATTERN NO. R-3561 BY NEENAH WHEN CONE SECTION WILL 27" FOUNDRY COMPANY. MANHOLE CONE SECTIO MIN I NOT FIT ON SHALLOW MH'S 25.00 L - - - - - - - - -J COPOLYMER STORM MANHOLES: POLYPROPELENE BUTYL ROPE AS 16" PLASTIC MH STEP FRAME & SOLID COVER SHALL BE STEEL REINFORCED------' STEPS 12" O.C. PRIMARY JOINT SEALERPATTERN i COPOLYMER POLYPROPYLENE a . BUTYL ROPE AS a c OR PATTERNONO3 R-6557JBYSNEENAH PLASTIC STEPS 12" O.C. STEEL REINFORCED COPOLYMER PRIMARY JOINT SEALER 4'-0" DIA FOUNDRY COMPANY. COVER SHALL BE POLYPROPYLENE STEPS @ 12" O.C., STYLE e o 5" WALL LABELED "STORM SEWER". PS2-PFS, M.A. INDUSTRIES, INC. MANHOLE RISER SECTIO 1.6667 14.18 .a THICKNESS 2.0000 SECTION 4'-0" DIA. a• e o° o FRONT SIDE PORTLAND CEMENT MORTAR OR SOLID CONCRETE BLOCK A 4.5"H (CATCH BASIN) MANHOLE RISER SECTIO AND/OR SOLID CONCRETE BRICK SET IN PORTLAND CEMENT 6.5"H (STORM MANHOLE) a. �• MORTAR (AS NECESSARY) SHALL BE UTILIZED TO EXTEND n�G t �a INVERT, CHANNEL FLEXIBLE RUBBER THE OPENING IN THE ROOF SLAB TO AN ELEVATION D B ANENCHWALLS BOOT SEAL APPROPRIATE TO SETTING THE SPECIFIED FRAME & GRATE FINISHED GRADE ' INVERT, CHANNEL & ' BITUMINOUS COATING ASSEMBLY TO THE INDICATED RIM ELEVATION. • BENCHWALLS '° MANHOLE BASE SECTIO .18" FLEXIBLE RUBBER MANHOLE BASE SECTIO , �'• p 14 %" MIN. PORTLAND CEMENT MORTAR PARGE w z x BOOT (TYPICAL) ° . a " ` PORTLAND CEMENT MORTAR FILLET > M - - a• , R1.0000 4'. Q• . SEWER PIPE R0.8333 A POS Ct°� 0i o O°& PLAN FLEXIBLE RUBBE 3' TYP a ;• D SEWER PIPE 6" CRUSHED o e ` goo 0,0 0 0 ,o�oo�e oe ROOF SLAB :::; ;. G. A'. D . . e SEWER PIPE 0 48"� COUPLING (TYP) o 00 ; o0. o o o - o o - 00 0 00 w I. STONE va°d' cam,- � �° - - - - - - - - - -°�° °° �'�� HOODED OUTLET OR AS OTHERWISE INDICATED ° ° °O� O 6 CRUSHED o` g°o ` 000 0 1 0 0 ,0 0 0 0 0� NO. 1, 2 BLEND STONE o o� o o` o SEWER PIPE X00 6 SCALE: NONE MANHOLE STEPS = w w N0. 1, 2 BLEND - - - - - - - - - -0�° 12" L = a In w LU USE ONLY WET-CAST UNITS. DRY-CAST NOT ACCEPTABLE ? 1 w ° z zU) ' RISER SECTION m w ° z PRECAST CONCRETE MANHOLE 5" WALL (TYP.) o 0 3 v o CEMENT MORTAR ¢ ? Q w SCALE: NONE o > BUTYL RUBBER SEALANT SEAL AROUND PIPE ° U) BAFFLE WALL TOP OF Cr AT ALL JOINTS (TYP.) PRECAST CONCRETE INSERTION MANHOLE WALL AT ELEV: 447.66 SCALE: NONE PIPE ZONE BACKFILL - NATIVE MATERIAL U ° MONOLITHIC BASE SECTION CAREFULLY PLACED AND FROM CB2 /-TO DMH1 0 O z BACKFILLED TO PROTECT PIPE 12" INV=447.33 w J AF-LOWES PIPE Bd (HIGH FLOWS) > INVERT H- FLOW ry N w FLOW �- \ z a U g 2" MAX. I FLEXIBLE RUBBER r14 (TYP.) INSIDE FACE BOOT SEAL ASSEMBLY FILTER FABRIC - 1L OF MANHOLE IN CORED HOLE �j ° HOODED OUTLET SEE 12" INV W/ 4" ORIFICE CAP (ASTM C923) 12 INV=447.33 (LOW FLOWS)LU DETAIL 5 n' e SERIES 304 STAINLESS BAND CLAMP z z_ U 1z" o. • �' 4 'q SERIES 305 STAINLESS SCREW ON 12" 12" Co 12" SUMP WITH OUT HOOD �• 4' SUMP WITH HOOD a. (TYP.) a' a APPLY WITH TORQUE WRENCH w LU DIVERSION STRUCTURE SET TO 60-70 I N LBS m ° ° V��V��V�� ALUMINUM ALLOY ° �j/AA/�� m e a A KORBAND HOLDING DS1 WITH BAFFLE WALL BOOT Bc/4, 4 MIN SCALE: r ���� 2" MIN PROJECTION /jxA/jxA/jxA/j�A/j� jjjjjam INTO MH AT � � � � CRUSHED STONE BEDDING EQUAL BLEND NO. 1, 2 STONE NON-WOVEN GEOTEXTILE, FOUNDATION COURSE: PIPE SPRINGLINE OPTIONAL EXTRA BEDDING AOBE BAFFLE WALL TOP OF "GEOTEX" 801, OR EQUIVALENT. UNDISTURBED CRUSHED STONE FOUNDATION COURSE WALL AT ELEV: 433.25 EARTH OR ROCK 12" MIN. ON EARTH 6" MIN. ON ROCK IN OR OUT I I NOTE: SEWER PIPE FOR INSTALLATION OF NEW SANITARY SEWER FROM CB5 NOTE: CRUSHED STONE FOUNDATION ALONG BLURRY AVE, MAXIMUM ASPHALT PAYMENT TYPICAL SECTION COURSE SHALL BE NO. 2 CRUSHED LIMIT IS 9 FEET WIDE. STONE CONFORMING WITH SECTION TO DMH3 703-02, COARSE AGGREGATE OF THE N 12" INV=432.83 NYSDOT STANDARD SPECIFICATIONS \::zPVC BEDDING DETAIL = (HIGH FLOWS) NOTES: FOR CONSTRUCTION & MATERIAL, DATED TOP OF 4 � MAY 1, 2008, & ALL ADDENDA THERETO. BASE SLAB 3" MIN -° ° SCALE: NONE �' p Bd 1. THE STANDARD ROUND CATCH BASIN IS 48"0. LARGER ROUND CATCH BASINS ARE REQUIRED WHERE DENOTED ON THE UTILITY p PLANS, OR AS REQUIRED BY THE PRE-CAST MANUFACTURER. a- 4-4 = FLEXIBLE PIPE JOINT OR PRECAST CONCRETE JOINT COUPLING (PER 12" 2. CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH (fc) OF 4,000 PSI & HAVE BETWEEN 5% & 8% ENTRAINED AIR. MI •o• . 'd: o- z z BASE SECTION TABLE) 0PIPE ZONE BACKFILL: 3. THIS CATCH BASIN SHALL BE UTILIZED WITH PIPE SIZES GREATER THAN 15" IN DIAMETER OR WHEN THE HEIGHT OF THE CATCH LU o U NYSDOT ITEM 203.07 3/4" MINUS 12" INV W/ 6" ORIFICE CAP BASIN EXCEEDS 4.33' AS MEASURED FROM THE FINISHED TOP OF FRAME AND GRATE (RIM) ELEVATION TO THE INVERT OUT o PIPE ZONE BACKFILL FOR SOLID 12 INV=432.83 (LOW FLOWS) ELEVATION. KNOCKOUT CATCH BASIN CAN BE UTILIZED OTHERWISE. Co "A"DISTANCE PER TABLE " PIPE, AND NO. 2 CRUSHED STONE U FOR PERFORATED PIPE I 4. PRECAST CONCRETE ROUND CATCH BASIN SHALL BE REINFORCED TO WITHSTAND HS20-44 LOAD IN TRAFFIC AREAS. �I , COMPACTED o _ _NE BEDDINo° ° __ _ o o PIPE ZONE DIVERSION STRUCTURE 5. FOR CATCH BASINS OVER 48"0, LOCATE 30" SQUARE OPENING IN ROOF SLAB TO BEST ACCESS STEPS IN THE STRUCTURE WHILE FLEXIBLE JOINT REQUIREMENTS #2 CRUi- PIPE OSHED STONE i ° BACKFILL 8 DS2 WITH BAFFLE WALL ALSO MEETING HS20-44 LOADING REQUIREMENT. "A"DISTANCE UNLESS OTHERWISE m , UNDISTURBED SCALE: f.Cf.- SEWER PIPE TYPE FLEXIBLE JOINT TYPE IN & OUT FEET SPECIFIED z °0 0o MATERIAL _0 lzt0000 ° ° CATCH BASIN/STORM MANHOLE DETAIL 0 DUCTILE IRON STD RUBBER GASKET PIPE JOINT ONLY 10' MAX 9 SCALE: NONE PVC STD RUBBER GASKET PIPE JOINT ONLY T MAX NOTE '� o 1. Bd=2xBc+18 OPTIONAL EXTRA BEDDING AOBE J 0 M EDWIN L. VOPELAK' JRF FORMED RRED HOLE WITH DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. UNAUTHORIZED ALTERATION OR HDPE BEDDING DETAIL P.E. 59238 ADDITION TO THIS DOCUMENT IS A FLEXIBLE PIPE-TO-MH JOINT VIOLATION OFTHE TIONLA YORK STATE 2 5 SCALE: NONE � EDUCATION LAW. SANITARY/STORM SEWER DETAILS SCALE: NONE 2 °F N (D 2017 b- Q C.T. MALE ASSOCIATES AVIATION MALL CONNECTOR ROAD VOp�l 4 DESIGNED: MAC PYRAMID MANAGEMENT GROUP, INC. a Q DRAFTED : MAC TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK w © CHECKED : EFG C.T. MALE ASSOCIATES p $ PROJ. NO : 04.9368 F � C81 0 $�Z�j , Engineering,Surveying,Architecture & Landscape Architecture, D.P.C. a A�OF$SSIO�Py ® SCALE : AS SHOWN 50 CENTURY HILL DRIVE, LATHAM, NY 12110 n n SHEET 10 OF 11 o DATE : MAY 15 2017 518.786.7400 * FAX 518.786.7299 DWG. NO: 17- Q 0305