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HomeMy WebLinkAboutC403_09-09-20PROJECT: CLIENT: LOCATION: SCALE: DATE: ENG'D BY: DRAWN BY: SHEET NO.: PLUMLEY WWW.PLUMLEYENG.COM FAX: (315) 638-9740 TELEPHONE: (315) 638-8587 BALDWINSVILLE, NY 13027 8232 LOOP ROAD PLUMLEY ENGINEERING, P.C. Civil and Environmental Engineering ENGINEERING REVISIONS:DATE:BY: A consent of Plumley Engineering, P.C. All common law rights of copyright are hereby specifically reserved. not be copied, reproduced, used or implemented in any way, in part or in whole, without the written These plans & specifications are the property of Plumley Engineering, P.C. These documents may DWG. TITLE: Note: No alteration permitted hereon except as provided under Section 7209 Subdivision 2 of the New York State Education Law. HDPE 6" DIA. CAP 6" DIA. GROUND SURFACE (TYP.) DOWNSPOUT TO OUTLET CAP END 6" x 6" WYE SEWER STORM 6" DIA. 1% SLOPE PAVING, GRADING & DRAINAGE SYSTEMS DETAILS & SECTIONS © Plumley Engineering, P.C. 2020 Not To Scale Roof Drain Detail Clean-out Detail BYRNE Since 1933 DAIRY Drainage Pipe Detail Not To Scale MEETING NYSDOT ITEM 620.03 MEETING NYSDOT ITEM NO. 203.07/203.21 MEETING NYSDOT ITEM NO. 203.05 THE No. 200 SIEVE. SIEVE AND NOT MORE THAN 8% PASSING EXCEPT WITH 100% PASSING THE 2-INCH MEETING NYSDOT SPECIFICATION 203.07; MEETING NYSDOT SPECIFICATION SEC. 713-01 FIELD/LABORATORY DETERMINATION REQUIRED FIELD/LABORATORY DETERMINATION REQUIRED MATERIAL CLASSIFICATION CULVERT OUTLET PROTECTION STRUCTURAL FILL TRENCH BACKFILL, GENERAL FILL, TRENCH BACKFILL, GENERAL FILL BEDDING MATERIAL TOPSOIL TRENCH BACKFILL (NON TRAFFIC AREAS) UNCLASSIFIED FILL MATERIAL (GRASS AREAS), UNCLASSIFIED FILL MATERIAL (GRASS AREAS) USE N/A < 8" LIFT < 8" LIFT < 8" LIFT 4" LIFT < 12" LIFT < 12" LIFT PLACEMENT N/A 95% 95% 95% 85% 92% 92% COMPACTION * FILE NAME.: PROJECT No.: CHECKED BY: 3. Final location of downspout per Architect's plans. 1. Connection to downspout should be removable for cleaning purposes. :Notes BRASS PLUG FERRULE W/ TRAP SCREW COUNTERSUNK SURFACE GROUND STACK CLEANOUT 6" DIA. PIPE CONCRETE LOCATED WITHIN PAVEMENT OR COLLAR FOR ANY CLEANOUT NOT PROVIDE 12" DIA. x 6" DEEP CONCRETE Soil & Aggregate Table C403 Scale: 1" = 1'-0" STONE FILL (LIGHT) GRANULAR/STRUCTURAL FILL GENERAL FILL BEDDING MATERIAL IMPORTED TOPSOIL FOR STRUCTURAL FILL ON-SITE SUBSOIL - SUITABLE FOR STRUCTURAL FILL ON-SITE SUBSOIL - UNSUITABLE GENERAL DESCRIPTIONI.D.O.D.PITCH Annular All diameters available with or without perforations. 2.1 1.67" 11.9" 10" 1.6 1.02" 9.4" 8" 1.03 0.73" 6.9" 6" 0.44 0.64" 4.7" 4" Perforations Corrugation lb./ft. Weight Approx. Pitch Pipe O.D. Pipe I.D. 3.3 2.0" 14.2" 12" 4.7 2.4" 17.7" 15" 6.2 3.0" 21.5" 18" 10.7 4.0" 28.4" 24" 15.6 4.0" 36" 30" Nominal Diameter in Inches the minimum cover shall be 2 feet (0.6 m) in single run application. (300 to 1200 mm) diameter shall be one foot (0.3 m) and 60 - inches (1500 mm) diameters, guidelines, with the exception that minimum cover in traffic areas for 12 - through 48 - inches 4. Installation shall be in accordance with ASTM D2321 and ADS recommended installation engaging at least 2 full corrugations. joint performance requirement of ASTM D3212. Corrugated couplings shall be split collar, spigot with gaskets meeting ASTM F477. Bell & spigot fitting joint shall meet the watertight diameter. Bell and spigot connection shall utilize a spun-on, welded or integral bell and a 3. Fitting shall conform to ASTM F2736, ASTM F2881 and AASHTO M330, for the respective of ASTM F2736 of F2881, for the respective diameter. 2. Pipe shall be joined with a gasketed integral bell & spigot joint meeting the requirement exterior corrugations, and shall meet ASTM F2736. drainage pipe, as manufactured by ADS. Pipe shall have a smooth interior, annular 1. The drainage pipe & fittings shall be ADS HP Storm High Density Polyethylene (HDPE) Notes: Not To Scale Catch Basin Frame & Grate Detail SectionPlan 24"2"30"4"24"24"30"30" * Percent of modified Proctor maximum dry density. & grate or approved equal, rated for heavy duty use. The catch basin frame & grate shall be EJ 5346 frame :Note Not To Scale5' (MAX.)5' (MAX.)ELEVATION BOTTOM VARIES PIPE DIA. & INV. JOINTS (TYP.) WATER TIGHT 4'-0" FOR MANHOLE 2'-0" FOR CATCH BASIN SEE TYPICAL TRENCH DETAIL 4" COMPACTED BEDDING MATERIAL 5" BEDDING MATERIAL 4" COMPACTED6"(MIN.)BASE CONCRETE PRECAST & GRATE (SEE DETAIL) HEAVY DUTY FRAME (CB ONLY) 18"(REFER TO PAVEMENT SPECIFICATIONS) PROPOSED PAVEMENT & SUBBASE GEOTEXTILE SUBGRADE PROOF-ROLLED NOTE 3) FITTING (SEE SECTION AS NEEDED INTERMEDIATE PRECAST CONCRETE NON-SHRINK MORTAR WATERTIGHT SEAL FOR NEW PIPE. PROVIDE BRICK & CORE OR KNOCK-OUT CONCRETE Typical Catch Basin/Manhole Detail 3. Provide downward elbow on catch basin outlet pipes. and a brick and mortar seal shall be produced around the drainage pipe connection. Inlet and outlet pipe entries to the structure shall consist of concrete "knock-out" sections structures shall conform with ASTM C478 standards for concrete and reinforcement. (inside), and shall consist of two parts: the base and the intermediate section, if needed. All 2. The catch basins shall be 2-foot square (inside), while the manhole shall be 4-foot diameter 1. Refer to C402 for rim and invert elevations. Notes: 2. Project Engineer reserves the right to specify selected backfill material. 1. Ref: NYSDOT Standard Specifications - Construction and Materials, May 1, 2020. Notes: As Shown 2020012 Aug. 2020 JFC JJL JFC C403 SONBYRNE SALES, INC. CITY OF ITHACA, TOMPKINS COUNTY, NEW YORK ITHACA BYRNE DAIRY For Construction.09/09/20 JFC I.E.=382.75 NEW Not To Scale Connection to Existing Catch Basin STORM SEWER 12" HDPE I.E.=382.25, Out EXIST I.E.=382.75, In EXIST EXISTING PAVEMENT SUBBASE EXISTING EXISTING CATCH BASIN R.E. = 386.56 EXISTING FRAME & GRATE SEE TRENCH DETAIL BEDDING MATERIAL, WATERTIGHT SEAL AROUND NEW PIPE. PROVIDE BRICK & NON-SHRINK MORTAR UTILIZE EXISTING CONNECTION LOCATION. MATERIAL EX. BEDDING 15" PIPE EXISTING