HomeMy WebLinkAboutC202 DetailsNo.RevisionsARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTEDVIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 ANDUNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS INcDateByDescriptionSheet No.Project No.DateDrawing No.Scale:Designed byProject ManagerPrincipal-in-ChargePASSERO ASSOCIATESClient:StampPASSERO ASSOCIATESEngineeringwww.passero.comArchitecture224 West Main Street, Suite 100(585) 325-1000Rochester, New York 14614Fax: (585) 325-1691PARK GROVE REALTY, LLC46 PRINCE STREETROCHESTER, NY 14607Jess Sudol, PEMatthew NewcombTrevor Haut, EITCAYUGA PARKCITY OF ITHACATOMPKINS COUNTYSTATE OF NEW YORK20172440.0001AUGUST 2020CITY OF ITHACASITECAYU
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T OLD TAUGHANNOCK BLVDDRAWING INDEXC101 COVERC102 - 104 EX. CONDITIONS & DEMO PLANC105 - 107 LAYOUT PLANC108 - 110 UTILITY PLANC111 - 113 GRADING PLANC114 PROFILESC115 - 117 LIGHTING PLANC201 - 203 DETAILSNOT FOR CONSTRUCTIONDETAILSC 20219N.T.S.Lateral connection must be cored.Pneumatic devices or hammeringknock-out methods are not acceptablefor creating opening for new lateralpipe.Size of cored opening shall be limitedto one-half the nominal diameter ofthe mainline sewer.Expose face of pipe from crown toinvert for 12" along the length of themain. Core hole a minimum of 6"away from existing pipe hubs.Take necessary precautions to preventdamage to the existing sewer, and toprevent debris from entering the sewer.Thoroughly clean surface of existingpipe of foreign matter and looseparticles prior to placement of Teeconnection.Tee connection: Inserta Tee by InsertaFittings Co., or approved equal.Lateral connections must be witnessedby a representative of the District.Notify Pure Waters a minimum of 48hours in advance of construction forinspection of the lateral connection.Telephone (585) 760-7600, Option 5.7.6.5.3.4.2.1.N.T.S.CORED TEE CONNECTION TO EXISTING SEWERSANITARYSEWER CONNECTION TO EXISTING MAN HOLE (MCPW FIGURE 2.03)NOT TO SCALECITY OF ITHACA SANITARY SPECS:10.0 RESIDENTIAL SANITARY SEWER COMPONENTS10.1. INSERTA TEES: INSERTA TEES AS MANUFACTURED BY INSERTA FITTINGS CO./FOWLER MANUFACTURING CO. OR APPROVED EQUAL.10.2. CAST IRON SOIL PIPE AND FITTINGS: SERVICE WEIGHT CAST IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF CISPI STANDARD 301, ASTM A888 OR ASTM A74 FOR ALL PIPE ANDFITTINGS. PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE OR APPROVED EQUAL. CI SOIL PIPE SHALL BE SUPPLIED IN 5-FOOTLENGTHS.10.3. 4” SDR-35 PVC HUB ADAPTER & RUBBER DONUT SEAL: AS MANUFACTURED BY GPK PRODUCTS INC. PART NUMBER 239-0004 OR APPROVED EQUAL. HUB ADAPTER WITH ONE HUBCONNECTION FOR EXTRA HEAVY CAST IRON AND THE OTHER END A SPIGOT CONNECTION FOR SDR-35 PVC. EACH HUB ADAPTER TO BE SUPPLIED WITH ONE 4” MULTI-TITE RISER DONUTRUBBER SEAL AS MANUFACTURED BY SERCO CONFORMING TO ASTM C564.10.4. 4” CLEANOUT TOP CAST IRON WITH BRASS PLUG: AS MANUFACTURED BY JUMBO MANUFACTURING PART NUMBER 185PACS OR APPROVED EQUAL. CLEANOUT SHALL BE PANELLA TYPEFOR USE ON EXTRA HEAVY CI SOIL PIPE RISER END. CLEANOUT SHALL HAVE A COUNTERSUNK 3-1/2” BRASS PLUG.10.5. FLEXIBLE COUPLINGS AS MANUFACTURED BY FERNCO OR APPROVED EQUAL.11.0 MANHOLES11.1. PRE-CAST CONCRETE SANITARY SEWER MANHOLES SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C478. ALL CONCRETE SHALL HAVE A 5,000-PSI MINIMUM COMPRESSIVESTRENGTH @ 28 DAYS. REINFORCING STEEL SHALL CONFORM TO THE ASTM A185 SPECIFICATION. ALL CASTINGS SHALL MEET OR EXCEED AASHTO HS-20, ACI 318 SPECIFICATIONS.11.2. DIAMETER, ELEVATIONS, AND OPENINGS SHALL BE AS SPECIFIED. INVERT SHALL BE PRECAST AS SPECIFIED.11.3. FLAT TOP SLAB AND BASE SLAB MINIMUM 8”-THICK. TOP SLAB SHALL HAVE 30-INCH DIAMETER OPENING UNLESS OTHERWISE SPECIFIED.11.4. OFFSET JOINTS SHALL HAVE DOUBLE BUTYL ROPE SEALANT TYPE CONFORMING TO ASTM C433. MANHOLE TO PIPE SEAL GASKET/CONNECTOR SHALL BE A-LOK OR Z-LOK ASMANUFACTURED BY A-LOK PRODUCTS INC. OR AN APPROVED EQUAL. THE RESILIENT CONNECTOR BETWEEN THE REINFORCED CONCRETE STRUCTURE AND PIPE SHALL CONFORM TO ASTMC923-79.11.5. MH STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE CONFORMING TO ASTM C478.11.6. THE EXTERIOR OF ALL CONCRETE CASTINGS SHALL BE SEALED WITH CS-55 WATER BASED ACRYLIC COATING OR APPROVED EQUAL.12.0 MANHOLE FRAMES, COVERS, AND GRADE RINGS12.1. MH FRAMES AND COVERS SHALL BE EITHER HEAVY DUTY CI CONFORMING TO ASTM A48-83 CLASS 30B, AASHTO M105-82 RATED FOR AASHTO HS20-44 HEAVIEST WHEEL LOADING, ORHEAVY DUTY DI CONFORMING TO ASTM A 536 AND AASHTO HS20-44 HEAVIEST WHEEL LOADING. MH COVERS SHALL HAVE THE WORDS “SANITARY SEWER” CAST IN.A. 30” DIAMETER1. STANDARD (NOMINAL 6 ½” TALL) MH FRAMES AND COVERS SHALL BE EJ MODEL #1322, NEENAH R-1557, OR EQUAL2. LOW-PROFILE (NOMINAL 4” TALL) MH FRAMES AND COVERS SHALL BE EJ MODEL #1480, NEENAH R-1557-A4, OR EQUAL3. ASPHALT SUPPORTED MH FRAMES AND COVERS SHALL BE THE EJ MODEL #3027Z SELFLEVEL WITH #1810 COVER, OR EQUALB. 24” DIAMETER1. STANDARD (NOMINAL 6 ½” TALL) MH FRAMES AND COVERS SHALL BE EJ MODEL #1310, NEENAH R-1554, OR EQUAL2. LOW-PROFILE (NOMINAL 4” TALL) MH FRAMES AND COVERS SHALL BE EJ MODEL #1311Z, NEENAH R-1553, OR EQUALC. COMPOSITE ADJUSTMENT RISERS (GRADE RINGS) SHALL BE THE INFRA-RISER AS MANUFACTURED BY EJ OR APPROVED EQUAL.D. PRECAST CONCRETE RISERS (GRADE RINGS) SHALL BE CONSTRUCTED WITH 5000PSI CONCRETE AND REINFORCED WITH #3 REBAR.13.0 AGGREGATES13.1. #2 UNIFORMLY GRADED WASHED STONE SHALL MEET REQUIREMENTS OF NYSDOT ITEM # 203.21 “SELECT STRUCTURE FILL”.13.2. BANK RUN GRAVEL SHALL MEET THE REQUIREMENTS OF NYSDOT ITEM # 203.07 “SELECT GRANULAR FILL”.13.3. CRUSHER RUN GRAVEL SHALL MEET THE REQUIREMENTS OF NYSDOT ITEM # 304.12 “TYPE 2”.13.4. CRUSHED LIMESTONE SHALL MEET THE REQUIREMENTS OF NYSDOT ITEM # 203.20 “SELECT GRANULAR SUBGRADE”.