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607.07 Basis of Payment The accep ted quantities of fence will be paid for at the
contract unit price per linear foot of the type and size specif ied complete in place. Barways, gates, and bracing assemblies will be paid for at the contract unit price for each type specified complete in place. Payment shall be full compensatio n for furnishing and assembling all materials, for excavating and backfilling holes, and for all incidentals necessary to complete the work except that in rock, payment for drilled holes will be made under 109.7.5 – Force Account. Excavation of earth to exposed rock shall be incidental to the several items for erection of the fence. Payment for bracing assemblies shall include furnishing and i nstalling the various larger size and longer length posts, diagonal bracing, ties, an chors and all incidental hardware necessary to complete the type of assembly required, a ll as shown in the Standard Details. At gateways, payment will be made for bracing assembl ies and there will be no separate payment for the gate posts. All extra costs incurred for furnishing and installing the oversize posts at gateways shall be considered included with th e various contract items. Clearing or removal of trees, stumps or boulders, required to install the fence shall be included in the work of the res pective pay items of this sec tion. Payment will be made under: P a y I t e m P a y U n i t
607.08 Woven Wire Fence – Wood Posts Linear Foo t
607.09 Woven Wire Fence – Metal Posts Linear Foot
607.10 Barbed Wire Fence – Wood Posts Linear F oot
607.11 Barbed Wire Fence – Metal Posts Linear Foot
607.12 Barway - Wood Posts Each
607.13 Barway - Wood Posts Each
607.14 Walk Gateway 4 foot – Metal Each
607.15 Drive Gateway 16 foot – Metal Each
607.16 Chain Link Fence – 4 foot L i n e a r F o o t
607.163 Chain Link Fence – 4 foot – PVC Coated L i n e a r F o o t 607.165 Chain Link Fence – 4 foot – without Top Rail L i n e a r F o o t
607.17 Chain Link Fence – 6 foot L i n e a r F o o t
607.173 Chain Link Fence – 6 foot – PVC Coated L i n e a r F o o t 607.175 Chain Link Fence – 6 foot – without Top Rail L i n e a r F o o t
607.22 Cedar Rail Fence Linear Foot
607.23 Chain Link Fence Gate Each 607.24 Remove and Reset Fence Linear Foot
607.25 Remove and Reset Chain Link Fence Linear Foot
607.30 Bracing Assembly Type I – Wood Posts Each
607.31 Bracing Assembly Type II – Wood Posts Each
607.32 Bracing Assembly Type I – Metal Posts Each
607.33 Bracing Assembly Type II – Metal Posts Each
607.34 Bracing Assembly Chain Link Fence Each
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607.35 Bracing Assembly Chain Link Fence – PVC Coated Eac h
SECTION 608 - SIDEWALKS
608.01 Description This work shall consist of furnishing all m aterials for and
constructing sidewalks of either Hot Mix Asphalt (HMA) pavement , brick or concrete, and curb ramp detectable warning plates with truncated domes, in co nformance with this specification and all other applicable Contract Documents.
608.02 Materials, General All new Portland cement concrete sur faces shall have
protective coating applied in accordance with Section 515, Prot ective Coating for Concrete Surfaces. 608.021 Sidewalk Materials Materials for sidewalks shall meet the requirements specified in the following Sections of Division 700, Materials: Aggregate for Untreated Surface Course and Leveling Course 703 .10 B r i c k f o r P a v i n g 704.02 Preformed Expansion Joint Filler 705.01 W e l d e d S t e e l W i r e F a b r i c 709.02 Portland cement concrete shall be Class A and meet the requirem ents of Section 502, Structural Concrete. HMA pavement shall meet the requirements of Section 403, Hot Bi tuminous Pavement. New aggregate required to build new sidewalk shall meet the req uirements of Standard Specification 703.06(b), Aggregate for Base and Subbase, Type D . New aggregate for regrading existing sidewalk shall meet the requirements of Sect ion 703.10, Aggregate for Untreated Surface Course and Leveling Course. Standard compacting will be required for all sidewalk areas whe re six inches or more of new or disturbed aggregate is placed. Where less than six inch es is placed, compaction will be achieved by use of a plate compactor, hand tamp or other mea ns approved by the Resident. 608.022 Detectable Warnings Materials Detectable warning plate s shall be new cast iron, as manufactured by one of the manufacturers listed on Dep artment’s Qualified Products List of Detectable Warning Plates. Each plate shall ma tch the width of the ramp, unless otherwise indicated in the Contract Documents, and shall have a natural finish. Prior to starting this work, the Contractor shall submit to the Depar tment the name of the selected supplier, the manufacturer’s literature describing the product, installation procedures, and