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NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 600 STANDARD SPECIFICATIONS (USC) January 1, 202 4 VOLUME 3 663.07zz Polyethylene Water Service Pipe Foot 663.08zz Steel Water Service Pipe Foot 663.10xx Resilient Wedge Valve & Valve Box Each 663.11xx Butterfly Valve & Valve Box Each 663.12xx Double Disk Gate Valve & Valve Box Each 663.13nn Hydrant Each 663.14 Hydrant Fender Each 663.15nn Dry Hydrant Each 663.16xxyy Tapping Sleeve, Valve & Valve Box Assembly Each 663.17xx Line Stop Fitting Each 663.18xx Bolted, Sleeve Type Coupling Each 663.2001 Iron Water Main Fittings (3 - 8 inch diameter) Pound 663.2002 Iron Water Main Fittings (10 - 16 inch diameter) Pound 663.2003 Iron Water Main Fittings (18 inch diameter and larger) Pound 663.21xx Wedge Type Mechanical Restraint Glands (xx inch diameter) Each 663.22xx High Deflection Restrained Joint Fitting (xx inch diameter) Each 663.23xx Polyethylene Encasement for Water Pipe Foot 663.24xxgg Insulation for Buried Water Pipe (xx inch diameter with gg Thick Insulation) Foot 663.25zz Water Service Connection Each 663.26zz Curb Stop & Curb Box Each 663.27nn Water Meter Pit, Type A Each 663.28nn Water Meter Pit, Type B Each 663.29nn Temporary Water Service for Water Main Installation Lump Sum 663.30 Relocate Existing Water Valve & Valve Box Each 663.31 Relocate Existing Hydrant Each 663.32 Relocate Existing Curb Stop & Curb Box Each 663.33 Adjust Existing Valve Box Elevation Each 663.34 Adjust Existing Hydrant Elevation Each 663.35 Adjust Existing Curb Box Elevation Each 663.40 Disconnect and Cap Existing Water Main Each 663.41xx Remove and Dispose of Existing Water Main Foot 663.42 Remove and Dispose of Existing Water Valve & Valve Box Each 663.43 Remove and Dispose of Existing Hydrant Each 663.44 Remove and Dispose of Existing Water Service Connection Each 663.45 Remove and Store Existing Water Valve & Valve Box Each 663.46 Remove and Store Existing Hydrant Each 663.47 Remove and Store Existing Curb Stop & Curb Box Each gg = Insulation Thickness Code nn = Serialized item xx = diameter, inches yy = diameter, inches zz = Water Service Size, 01 = 1/2”, 02 = 5/8” (not available in steel), 03= 3/4”, 04 = 1”, 05 = 1 -1/4”, 06 = 1 -1/2”, 07 = 2” SECTION 664 - SANITARY SEWER UTILITIES
664-1 DESCRIPTION. The work in this section shall include special construction required for sanitary
sewer utilities that are publicly, privately or cooperatively owned. The extent of work and construction specifications will be covered by special provisions in the contra ct documents. NEW YORK STATE DEPARTMENT OF TRANSPORTATION Section 600 STANDARD SPECIFICATIONS (USC) January 1, 202 4 VOLUME 3
664-2 MATERIALS. Materials shall meet the requirements specified by the respective utility company.
664-3 Construction Details
664-3.01 General. The installation and testing procedures shall conform to the requirements specified
by the utility company.
664-3.02 Schedule of Work. Work shall be scheduled for minimum interruption of service and must
meet the approval of the utility company and the Engineer. A specified advance notice period must be given to the utility company and Engineer prior to interruption of services for con struction.
664-3.03 Excavation. The requirements of section 206 Trench, Culvert and Structure Excavation
shall apply except for trench widths for which standard sheet “ Sanitary Sewer Main Pipe Installation Details” shall apply .
664-3.04 Backfill. The requirements specified in Section 203, Select Granular Fill , shall apply.
664-4 METHOD OF MEASUREMENT. As specified in the special specifications.
664-5 BASIS OF PAYMENT. As specified in the special specifications.
SECTION 665 - WATERWAYS
665-1 DESCRIPTION. The work in this section shall include special construction required for the New
York State Canal Corporation. The extent of work, material required, construction details, method of measurement and basis of payment will be covered by special provisions in the contract documents. SECTION 666 (VACANT) SECTION 667 - LOCAL ROAD GRAVEL SURFACE, BASE, AND SUBBASE COURSES (Last Revised September, 2016)
667-1 Description.
667-1.01 General. The work consists of furnishing, placing and compacting gravel surface, base and
subbase courses in conformity with the lines, grades, thicknesses and typical sections shown on the plans, or as determined by field conditions and ordered in writing by the m unicipality.
667-1.02 Material Types. Provide materials as specified by the following options.
A.Surface Course. Surface quality material with a maximum particle size of 1 inch.
B.Base Course. Base quality material with a maximum particle size of 2 inches.
C.Subbase Course. Subbase quality material with a maximum particle size of 3 inches.
667-2 Materials.
Source: New York Standard Specifications, 2024 Edition. Pages 762–762 of 1,264.