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24 inch Main Relocation_Page_10 M I N XREFS: NONE PROJECT NUMBER: 04.9368 w 0 I 00 U I FRAME OPENING IN ROOF of SLAB SHALL BE ECCENTRIC Ct COVER O TO ALIGN WITH STEPS. ui U_ a z COVER FRAME & MORTAR LU COVER 1" PVC 0.5417 U_ 7IN FRAME &COVER MORTAR ANTI-SIPHON 01.8333 5" MIN. WALL 30" sq. PE •o Q. REMOVABLE WATERTIGHT PIPE ADAPTER 01.5000 GRADE RINGS ° ACCESS PORT, 6" OPENING (SEE NOTENO. 7) D 4" MIN-12" MAX a GRADE RINGS 0, a �.� d v / RO.7500 U 4" MIN-12" MAX ° •' i CATCH BASINS. FLOW FLOW • :� BY BEST MANAGEMENT • 4= d PRACTICES, "SNOUT" G• 24" DIA OR APPROVED EQUAL ❑ 0.7502 FRAME &GRATE SHALL BE PATTERN MIN NO. 5419 BY EJ USA, INC., OR USE FLAT SLAB TOP ONLY MANHOLE CONE SECTIO PATTERN NO. R-3561 BY NEENAH 24" DIA WHEN CONE SECTION WILL 25.00" 2711 FOUNDRY COMPANY. MANHOLE CONE SECTIO NOT FIT ON SHALLOW MH'S I L_ — — — — — — — — COPOLYMER STORM MANHOLES: POLYPROPELENE 'a 'd . BUTYL ROPE AS 16" PLASTIC MH STEP FRAME &SOLID COVER SHALL BE STEEL REINFORCE STEPS 12" O.C. a o PRIMARY JOINT SEALER PATTERN NO. 1322 BY EJ USA, INC., COPOLYMER POLYPROPYLENE BUTYL ROPE AS OR PATTERN NO. R-1557 BY NEENAH STEEL REINFORCED COPOLYMER PLASTIC STEPS 12" O.C. PRIMARY JOINT SEALER aFOUNDRY COMPANY. COVER SHALL BE POLYPROPYLENE STEPS @ 12" O.C., STYLE a o 4'-0" DIA 5" WALLLABELED "STORM SEWER". PS2-PFS, M.A. INDUSTRIES, INC. MANHOLE RISER SECTIO 1.6667 14.18 .a I THICKNESS 2.0000 SECTION 4'-0" DIA. a. a o�s 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 A'ea b,s INVERT, CHANNEL A FLEXIBLE RUBBER THE OPENING IN THE ROOF SLAB TO AN ELEVATION AND BENCHWALLS BOOT SEAL APPROPRIATE TO SETTING THE SPECIFIED FRAME &GRATE FINISHED GRADE ' INVERT, CHANNEL & ' ' BITUMINOUS COATING ASSEMBLY TO THE INDICATED RIM ELEVATION. a. BENCHWALLS A MANHOLE BASE SECTIO FLEXIBLE RUBBER MANHOLE BASE SECTIO : Q p ❑ 14.18" Y2" MIN. PORTLAND CEMENT MORTAR PARGE W z x BOOT (TYPICAL) i- 4, : 'd PORTLAND CEMENT MORTAR FILLET •• :► ❑ b. > fn � — — 'a J �. R1.0000 Nk, a D Q'. t- '.� SEWER PIPE R0.8333 A Q. •'.v °o °ora �• o��o •e o° PLAN avd' a OPENING 3' TYP • • •• o • , • ° • • oo • o• ROOF SLAB FLEXIBLE RUBBE a SEWER PIPE 6" CRUSHED ° 0 $ o 0 0 0 o o ° ° �• 4 11 • °'e of cp "I I \ .o STONE •• o • o e SEWER PIPE o o e COUPLING (TYP) • o • 0 0 0 00 • 6" CRUSHED o• 0°o Iff CP a • 0 0 0 • o o ,C, 00 oe NO. 1, 2 BLEND HOODED OUTLET _ OR AS OTHER ISE INDICATED • o • SEWER PIPE o a%# Qb ( -`� MANHOLE STEPS = STONE e� 0 o?0 o 00 • , SCALE: NONE z U z a. = w o NO. 1, 2 BLENDE9 12" c~n z Q ° z USE ONLY WET-CAST UNITS. DRY-CAST NOT ACCEPTABLE oQo `> z Z U O' RISER SECTION m a o cn PRECAST CONCRETE MANHOLE U w o 5" WALL (TYP.) U � w CEMENT ORTAR a z o 3 SCALE: NONE z O BUTYL RUBBER SEALANT SEAL AR UND PIPE a U) 5' I.D. MANHOLE BAFFLE WALL TOP OF D � a AT ALL JOINTS (TYP.) PRECAST CONCRETE INSERTION MANHOLE WALL AT ELEV: 447.66 ° o 1 SCALE: NONE PIPE ZONE BACKFILL - NATIVE MATERIAL U Co>-U MONOLITHIC BASE SECTION CAREFULLY PLACED AND FROM CB2 /—TO DMH1 Ce p >: BACKFILLED TO PROTECT PIPE 12" INV=447.33 U_ LOWES (HIGH FLOWS) w LU w INVERT PIPE U_ O> Bd = � N UzLU FLOW O STRUCTURAL w Q D �— LL WALL a V) U 2" MAX. FLEXIBLE RUBBER iv Q TYP. INSIDE FACE FILTER FABRIC SIDES BOTH (TYP.) ; OF MANHOLE BOOT SEAL ASSEMBLY — — IN CORED HOLE :.. HOODED OUTLET SEE 12 INV W/ 4 ORIFICE CAP DETAIL 6 (ASTM C923) 12�� INV=447.33 (LOW FLOWS) NON-SHRINK BAFFLE WALL w GROUT 6" MIN. THICKNESS o, SERIES 304 STAINLESS BAND CLAMP z m (PRECAST CONC.) 12" SUMP WITH OUT HOOD 12" v •'�' 4 q SERIES 305 STAINLESS SCREW N p � W 12" •: 12" 4 SUMP WITH HOOD a' ° (TYP.) a' a �' APPLY WITH TORQUE WRENCH '� • SET TO 60-70 IN LBS Co DIVERSION STRUCTURE LL \/\\/\\/\\/\ a • v \/\/ ALUMINUM ALLOY ° a /j\//\\/j\/j\// e.d a Co °.R \/\// \� KORBAND HOLDING DSI DSI WITH BAFFLE WALL PLAN BOOT BC/4, 4"MIN SCALE: NONE KEY 2" MIN PROJECTION---,,,,,.,, CRUSHED STONE BEDDING EQUAL BLEND NO. 11 2 STONE /i\/ii\/i\/i iiii\/i\/i\/i\/ii\/i�i\/ii\ i\/ii\/ii\/i��/i\/i�\/i\ INTO MH AT � � � � PIPE SPRINGLINE NON-WOVEN GEOTEXTILE, FOUNDATION COURSE: OPTIONAL EXTRA BEDDING AOBE5' I.D. MANHOLE 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 FLOW IN OR OUT NOTE: NOTE: CRUSHED STONE FOUNDATION SEWER PIPE FOR INSTALLATION OF NEW SANITARY SEWER FROM C65 NON-SHRINK GROUT COURSE SHALL BE NO. 2 CRUSHED ALONG BLURRY AVE, MAXIMUM ASPHALT PAYMENT 1 TYPICAL SECTION STONE CONFORMING WITH SECTION LIMIT IS 9 FEET WIDE. TO DMH3 1 r 703-02, COARSE AGGREGATE OF THE ti 12 INV=432.83 �-3 MIN. NYSDOT STANDARD SPECIFICATIONS PVC BEDDING DETAIL (HIGH FLOWS) NOTES: FOR CONSTRUCTION & MATERIAL, DATED TOP 2008 &ALL ADDENDA THERETO. BAFFLE WALL MAY 1, , BASEOSLAB :� �' 4 SCALE: NONE �_' b TO SIT ON FLOOR 3 MIN SECTION 1. THE STANDARD ROUND CATCH BASIN IS 48"0. LARGER ROUND CATCH BASINS ARE REQUIRED WHERE Bd OF STRUCTURE DENOTED ON THE UTILITY PLANS, OR AS REQUIRED BY THE PRE-CAST MANUFACTURER. e• a. -4 •o FLEXIBLE PIPE JOINT OR CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH (f C) OF 4,000 PSI & HAVE BETWEEN 5% & MI •' � ':o• .Fq: 8%•d JOINT COUPLING (PER z 12„ DIVERSION STRUCTURE 2. °BAFFLE WALL INSTALLATION ENTRAINED AIR. PRECAST CONCRETE . o 1-4z_ WI BASE SECTION TABLE) rn O PIPE ZONE BACKFILL: 9 o Hcel 12 INV W/ 6 ORIFICE CAP SCALE: NONE 3. THIS CATCH BASIN SHALL BE UTILIZED WITH PIPE SIZES GREATER THAN 15” IN DIAMETER OR WHEN of I NYSDOT ITEM 203.07 3/4 MINUS '-' 12" INV=432.83 (LOW FLOWS) THE HEIGHT OF THE CATCH BASIN EXCEEDS 4.33' AS MEASURED FROM THE FINISHED TOP OF FRAME PIPE ZONE BACKFILL FOR SOLID AND GRATE RIM ELEVATION TO THE INVERT OUT ELEVATION. KNOCKOUT CATCH BASIN CAN BE 00 UI "A"DISTANCE PER TABLE w PIPE, AND NO. 2 CRUSHED STONE ( ) FOR PERFORATED PIPE I + UTILIZED OTHERWISE. COMPACTEof __ ___ _ PPE ZONE DIVERSION STRUCTURE 4. PRECAST CONCRETE ROUND CATCH BASIN SHALL BE REINFORCED TO WITHSTAND HS20-44 LOAD IN L PIPE ZONE BEDDING °000o °o° BACKFILL DSZ WITH BAFFLE WALL TRAFFIC AREAS. U FLEXIBLE JOINT REQUIREMENTS #2 CRUSHED STONE °�° s UNLESS OTHERWISE ° "A"DISTANCE m o° i o UNDISTURBED SCALE: NONE 5. FOR CATCH BASINS OVER 48"0, LOCATE 30" SQUARE OPENING IN ROOF SLAB TO BEST ACCESS STEPS IN o SEWER PIPE TYPE FLEXIBLE JOINT TYPE IN &OUT SPECIFIED o°° °°o THE STRUCTURE WHILE ALSO MEETING HS20-44 LOADING REQUIREMENT. U FEET °O° °°° MATERIAL DUCTILE IRON STD RUBBER GASKET PIPE JOINT ONLY 10' MAX 9000.00,0 Ce ° ° CATCH BASIN/STORM MANHOLE DETAIL PVC STD RUBBER GASKET PIPE JOINT ONLY 3' MAX NOTE OPTIONAL EXTRA 1 SCALE: NONE 0 1. Bd=2xBc+18„ BEDDING AOBE J l0 M 0 FORMED OR CORED HOLE WITH EDWIN L. VOPELAK, JR UNAUTHORIZED ALTERATION OR o DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. It HDPE BEDDING DETAIL P.E. 59238 ADDITION TO THIS DOCUMENT IS A FLEXIBLE PIPE-TO-MH JOINT 5 9/27/17 VIOLATION OF THE NEW YORK STATE SANITARY/STORM SEWER DETAILS N 2 SCALE: NONE � PER TOWN COMMENTS DATED 7/13/17 MAC TJH ELV EDUCATION LAW. a� SCALE: NONE 2 p 2017 °F N��,y Q C.T. MALE ASSOCIATES AVIATION MALL CONNECTOR ROAD �+ V 4P O Y �� � �'� �� ® DESIGNED: MAC PYRAMID MANAGEMENT GROUP, INC. a w 0 DRAFTED MAC TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK z © CHECKED EFG LU C.T. MALE ASSOCIATES U_ 0$923Q, Q PRO]. NO 04.9368 Engineering,Surveying,Architecture 8$ Landscape Architecture, D.P.C. C81 0 p �O 'S ® 50 CENTURY HILL DRIVE, LATHAM, NY 12110 SCALE : AS SHOWN SHEET 10 OF 11 90 DATE : MAY 15, 2017 518.786.7400 * FAX 518.786.7299 d. DWG. NO: 17-0305