new york state department ,automobile liability as described above. such coverage shall be written on an iso occurrence form cu 00 01 12 07 or a policy form providing equivalent coverage. in the event that .new york state department of transportation,this work will be measured on a lump sum basis for each type of gateway shade structure satisfactorily installed. xx: denotes type, size and location shown in the contract documents..new york state department of transportation,in the area where the materials are observed until appropriate abatement actions of those materials are completed. 3. location of asbestos containing material. the following asbestos- .new york state standard sheets,lg. x 9.5 mm. 89 x 64. 57 x 6.4 x 1178 mm. end bar. 38 x 4.7 mm. reticuline bars. welded to main bars. plate 58 x 44 x 6.4 mm. and note. see detail 'd'. (4 .
4p: ds 3-a2. inflow. primary. hydrograph. time (hours). 26. 25. 24. 23. 22. 21. 20. 19. 18. 17. 16. 15. 14. 13. 12. 11. 10.
any development or item used as part of a project or as a separate action through the use, placement and management of land and elements for aesthetic enhancement, such as
take place within the project area and be an integral part of the project activities;. must be reclaimed concurrently with the project or soon there after (i.e., within 6 months); and. have all
stage saw cuts with jute or backer rod if (1) they are exposed to any traffic before cleaning and sealing or (2) weather conditions are not favorable for timely (within 2 calendar days)
176. 229. 285. 341. 405. 473. 540. 2.8. 2.9. -. 21. 61. 104. 148. 200. 255. 315. 374. 442. 513. 584. 2.9. 3.0. -. 34. 75. 121.
site disturbances) is one or more acres. . if the existing subbase layer on the road or parking lot reconstruction project is less than. 6 inches in depth, the project will require permit
volume (in acre-feet). p = 90 rainfall event number (see figure 4.1 in the stormwater management design manual). rv = 0.05 0.009(ic), the runoff coefficient, where impervious
cross sectioning, for the purpose of determining quantities for payment, shall be employed only where payment lines are not shown on the contract documents or standard sheets, and
auditors. the department will maintain the audit, its backup, reports, schedules and conclusions as confidential material. failure to maintain and retain sufficient records shall constitute
member or director, in the performance of the official duty of said employee, member or director or was intended as a reward for any official action on the part of said employee, member
the plans and specifications without the preparation of a change order during construction. an fcp change order is processed only to the. regional construction engineer level for
611.13. transplanting, over 3 inches to 6 inches diameter at breast height. each. 611.14. transplanting over 6 inches to 12 inches diameter at breast height. each. 611.15.
advertised. state. when used, means the state of new york, represented by the department of transportation through the commissioner of transportation. steel construction manual (
. the covers shall be placed in a manner that will permit constant air circulation so as to minimize the formation of condensation on the epoxy- coated bar surface. basis of
x. x. x. x. 4.4.3 rest areas,. safety parking. areas and scenic. overlooks. x. x. x. x. x. x. x. x. 4.4.4 bridges. x. x. x. x. x.
price for each of the specified separate items. the bidder's attention is directed to the fact that it cannot exceed three (3) decimal positions in the cents column under unit bid price. a.
c p b. _. 7. 0. _ s e c. _ t r n .d g n. g . s. e. n. f. t. s .
community design. 28-124. 2/20/13. 28. f. tree wells and tree walls. this section includes special specification work item. filling or excavating around existing trees can cause a
t. t. in. g. b. e. d. asphalt adhesive. neoprene modified. 1. 2. ' 8. ' asphalt adhesive. neoprene modified. pavement surface. proposed or existing.
by mechanical equipment or by hand will be required to the extent necessary to secure the specified results. when stone filling is dumped under water, methods shall be used that will
02 examining the contract documents and the work site. detailed plans of the work, standard sheets and contract proposals may be examined at the office of the nys
3the load hold portion of the proof test is a maximum test load of 1.50 p, which shall be held constant for. 10 minutes. the load hold time shall start when the pump begins to load the
. a manufacturer operates or maintains a factory or establishment that produces, on the premises, materials or supplies of the general character described by the specifications. material
shall be individually tied and double bagged. the bag with fill material shall be inversely inserted into the second bag in order to prevent leakage. 209-2.10 sand bag. sand bags shall
and shale-like materials(2). 3.0. 3.0. 3.0. -. coal/lignite/sulfides(3). 1.0. 1.0. 1.0. -. clay lumps or wood. 0.2. 0.2. 0.2. -. metal ore(4). 3.0. 3.0. 3.0. 3.0.
which the. contractor or subcontractor performing the work has successfully installed grouted tiebacks within the past two years, (2) the foreman for this work having supervised the
any part of the contract. superintendent. the contractor's authorized english speaking representative responsible for and in charge of the work. the superintendent shall be authorized
50 mm 25 mm 12.5 mm 6.3 mm 2.0 mm 425 m 150 m 75 m. a. 100. 30-65. 5-40. 0-10. c. 100. 85-100. 65-85 55-75 20-40 5-18. 4-12. c. plasticity index. the plasticity index shall