A. 
Subgrade, subbase and base shall not be laid in excess of 500 lineal feet without being rolled and thoroughly compacted.
B. 
Copies of all invoices for material used in the construction of the roadbed and roadbed drainage structures must be provided to the Highway Superintendent.
C. 
Highways and above- and below-grade improvements therein shall be guaranteed against defects and poor workmanship for a period of two years from the time of acceptance by the Town.
D. 
Provide UL certificate for any repairs made to underground electric services damaged by developer operations.
E. 
Prior to acceptance by the Town, the developer shall deliver to the Town a complete release of all liens arising out of the construction of the improvements proposed to be dedicated or conveyed to the Town, or receipts showing payment in full thereof, and if required in either case, an affidavit that so far as the developer has personal knowledge or information, the releases and receipts include all labor and materials for which a lien could be filed.
A. 
Material source for roadbed subbase and base course.
(1) 
Submit name and address of imported aggregate material suppliers. Provide materials from the same source throughout the construction. Change of source requires approval by the Town.
(2) 
Submit the following test reports directly to the Highway Superintendent:
(a) 
Analysis of aggregate materials performed in accordance with ASTM C136 and within past three months.
B. 
Asphalt pavements:
(1) 
Provide product data sheets for each product specified. Include technical data and tested physical and performance properties.
(2) 
Provide job-mix designs for each job mix proposed for the work.
(3) 
Shop drawings. Indicate pavement markings, lane separations, and defined parking spaces. Indicate dedicated handicapped spaces with international graphics symbol.
(4) 
Material test reports. Indicate and interpret test results for compliance of materials with requirements indicated.
(5) 
Material certificates. Provide certificates signed by manufacturers certifying materials comply with specifications.
C. 
Drainage products:
(1) 
Provide product data sheets for storm sewer pipe and tubing.
(2) 
Shop drawings. Include plans, elevations, details, and attachments for the following:
(a) 
Precast concrete manholes and drainage inlets, including frames, covers, and grates.
(b) 
Cast-in-place concrete manholes and other structures, including frames and covers.
A. 
Will meet 95% of maximum density and within 2% ± optimum moisture content.
B. 
The developer will pay for verification of compaction by an independent testing agency. The testing agency must have a New York State licensed professional engineer on staff to certify the results. Compaction tests will be at the discretion of the Town or their representative and the number of test locations will average approximately one site per 100 feet of highway.
C. 
If tests indicate work does not meet specified requirements, remove work, replace, compact, and retest.
D. 
Seal compacted fill surfaces at the end of each construction day. Slope grade such that surface water will not pond adjacent to original excavation.
A. 
Schedule inspections of the highway construction in accordance with Attachment No. 2, Inspection Schedule for Proposed Town Highways.[1] Notify the Highway Superintendent a minimum of 24 hours in advance of each inspection. Such inspection by the Town Highway Superintendent, or designated representative, does not obligate the Town to accept the highway upon offering for dedication nor relieves the builder and/or developer from complying with the requirements of these specifications.
[1]
Editor's Note: Attachment No. 2 is included as an attachment to this chapter.
B. 
The developer is required to coordinate with the Highway Superintendent for inspection before and after applying topsoil, seeding and mulching. The developer, at the developer's expense, will correct any deviation from the approved plans and specifications.
C. 
Inspect interior of drainage pipe and culverts to determine whether line displacement or other damage has occurred. Make inspection after pipe or culvert has been installed and backfill is in place, and again at completion of work. If inspection indicates poor alignment, displaced or collapsed pipe, or other defect, correct such defect and reinspect.
A. 
Excavation for utility structures and trenches. Within plus or minus two inches.
B. 
Top surface of backfilling. Within plus or minus one inch.
C. 
Top surface of base course: within 1/2 inch, cross-slope within 1/4 inch when measured with a ten-foot straightedge.
D. 
Maximum variation from intended elevation of culvert invert: 1/2 inch.
E. 
Maximum offset of pipe from true alignment: three inches.
F. 
Maximum variation in profile of storm structure from intended position: 1/8%.
A. 
Protect excavations by methods required to prevent cave-in or loose soil from falling into excavation.
B. 
Protect bottom of excavations and soil adjacent to and beneath structures from freezing.
C. 
Protect, support and maintain all underground and surface structures to remain and other obstructions encountered. Restore structures which may have been disturbed.
D. 
Encase all existing underground gas, electric, telephone, and cable utilities exposed during construction in cushion sand during backfilling of excavated areas.
E. 
Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, reshape and compact to required density prior to further construction.
F. 
Where settling is measurable or observable at excavated areas during warranty period, remove surface, add backfill material, compact and replace bituminous concrete material.
A. 
The Town may, at its discretion, require a performance bond, letter of credit or an escrow account in a form acceptable to the Town Attorney and in an amount established by the Town Board. This security is for the purpose of insuring that sufficient funds are available to enable the Town to complete infrastructure improvements required of the development in conjunction with the plans and approvals in the event the developer fails to complete work to be dedicated to the Town.
B. 
Retainage in the amount of such credit may be held by the Town until one year following installation of final top course or acceptance of the road by the Town, whichever is later.
C. 
The as-constructed drawings certified by a New York State-licensed professional engineer must be provided prior to release of any security held by the Town.