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City of Hendersonville Construction Manual

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City of Hendersonville Construction Manual City of Hendersonville Construction Manual SPECIFICATIONS TABLE OF CONTENTS STANDARD DRAWINGS DRAINAGE STRUCTRES PAGE No. 4’ – 6’ Dia. Circular Manhole 1 Concrete Ditch Section 2 Pre-Cast Inlet 3 Ditch Section 4 Grass Ditch Section 5 Concrete Headwall 6 Junction Box Detail 7 Manhole / Inlet 8 EROSION CONTROL Check Dam 9 Construction Entrance 10 Inlet Protection 11 Rip-Rap 12 Silt Fence 13 Straw Bale Silt Barrier 14 STANDARD STREET SECTIONS Collector 15 Sub-collector 16 Lane 17 Place – Average Daily Traffic of 100 or less 18 Place – Average Daily Traffic of 100 or more 19 Extruded Concrete Curb Driveway Ramp 20 Roll Over Curb and Gutter for Places and Lanes Only 21 Standard Curb and Gutter 22 Handicapped Ramp Layout 23 Sidewalk 24 SECTION NO. AND TITLE PAGES 02050 Demolition 2 02110 Clearing and Grubbing 4 02210 Grading and Excavating 4 02215 Base and Subgrade Treatment 8 02221 Trenching, Backfilling, and Compaction 16 i 02250 Soil and Erosion Control 31 02271 Rip-Rap 4 02305 Jacking and Boring 3 02444 Chain Link Fences and Gates 3 02451 Guardrails 3 02452 Highway Signs 2 02485 Lawn and Grass Landscaping; Temporary Seeding 4 02486 Lawn and Grass Landscaping; Permanent Seeding 14 02490 Topsoil 3 02491 Sodding 3 02513 Asphalt Concrete Paving 19 02515 Portland Cement Concrete Paving 1 02528 Concrete Sidewalks, Curbs, and Gutters 8 02577 Pavement Marking 2 02721 Storm Drainage Systems 6 03001 Concrete Work 19 ii SECTION 02050 DEMOLITION PART 1 GENERAL 1.01 WORK INCLUDED A. Removal and disposal of designated foundations, pavements, concrete, bridges, culverts and other structures. 1.02 RELATED WORK A. Section 02110: Clearing and Grubbing B. Section 02210: Grading and Excavation PART 2 PRODUCTS (NOT APPLICABLE) PART 3 EXECUTION 3.01 PREPARATION A. Prepare adjacent areas to prevent injury, movement or settlement of structures which are to remain. B. Make accommodations for pedestrian and vehicular traffic where areas are to be closed. 3.02 DEMOLITION A. Remove foundations of buildings and structures to a depth of not less than one foot below natural ground, except in the construction area where a depth of not less than two feet below subgrade elevation is required. B. Break up basement floors to prevent water retention. C. Remove concrete pavement, parking strip, base, curbs, gutters, sidewalks, driveways, etc., and dispose of as follows: 1. Dispose of items below subgrade elevation by no more than two feet. 2. Break items more than two feet below subgrade elevation into sizes not to exceed two feet in maximum dimension and leave in place, unless it interferes HCS 01/03 02050 25 with succeeding items of construction. 3. Stockpile ballast, gravel, bituminous pavement or other pavement materials when required. D. Fill basements or cavities left by structure removal within the prism of construction and below subgrade elevation to the level of the surrounding ground and compact in accordance with Section 02210. 3.03 DEBRIS REMOVAL A. Promptly remove demolition debris from site. B. Obtain permission from applicable regulatory authority for disposal of debris to waste disposal site. 3.04 MEASUREMENT AND PAYMENT - RESERVED END OF SECTION HCS 01/03 02050 26 SECTION 02110 CLEARING AND GRUBBING PART 1 GENERAL 1.01 WORK INCLUDED A. Clearing, grubbing, removal and disposal of vegetation, rocks, roots and debris within the limits of the work except objects designated to remain. B. Preservation from injury or defacement all vegetation and objects to remain. C. Stripping and stockpiling of topsoil from all areas within the limits of work where the ground surface is to be modified and the final surface is to be topsoiled under this Contract. 1.02 RELATED WORK A. Section 02050: Demolition B. Section 02210: Grading and Excavation 1.03 LIMITS OF WORK A. Rights-of-way and easement areas established by the City Engineer, and any additional areas as shown on the plans, or deemed necessary by the City Engineer. B. Approved borrow pit areas. C. Designated stockpiles of construction material other than borrow material. 1.04 PROTECTION A. Take reasonable care during construction to avoid damage to vegetation. Where the area to be excavated is occupied by trees, brush, or other uncultivated vegetable growth, clear such growth from the area, and dispose of it in a satisfactory manner. Leave undisturbed any trees, cultivated shrubs, flowers, etc., situated within public rights-of-way and/or easements through private property but not located directly within excavation limits. Transplant small ornamental trees, cultivated shrubs, flowers, etc., located directly within excavation limits so they may be replaced during property restoration operations. Do not remove or disturb any tree larger than six inches (10") in diameter without the permission of the City Engineer or as specified. Take special precautions (including the provision of barricades and the temporary tying back of shrubbery and tree branches) for the protection and preservation of such objects throughout all stages of construction; the Contractor HCS 01/03 02110 27 will be held liable for any damage that may result to said objects from excavation or construction operations. On the day damage is inflicted, trim any limbs or branches of trees broken during construction operations with a clean cut, and paint with an approved tree pruning compound. Treat tree trunks receiving damage from equipment with a tree dressing. B. Protect living shrubs and trees not marked for removal and outside the rights-of-way or easement area by erecting appropriate temporary barricades around the drip line of said trees and wrapping with burlap as necessary for protection during the construction period; method subject to approval by the City Engineer. The same protection is to be provided for living shrubs and trees within the right-of-way or easement area and designated to remain by the City Engineer or on the Plan. C. Protect bench marks and existing structures, roads, sidewalks, paving and curbs against damage from vehicular or foot traffic. D. Maintain designated temporary roadways, walkways and detours, for vehicular and pedestrian traffic. PART 2 PRODUCTS (NOT APPLICABLE) PART 3 EXECUTION 3.01 PREPARATION A. Maintain benchmarks, monuments and other reference points. Re-establish if disturbed or destroyed at no cost to the City. 3.02 CLEARING AND GRUBBING A. Clear rights-of-way, easement, borrow pit and other stockpile areas of objectionable material to the ground surface except for trees and stumps. In addition, all trees and stumps in permanent easements shall be cleared to the ground surface prior to construction B. Cut trees and stumps to within six inches of the ground surface or low water level in swampy areas where embankments are to be constructed provided undercutting or other corrective measures are not stipulated. C. Cut trees and remove stumps outside the easement area and marked for removal. D. Remove low hanging, unsound, or unsightly branches on trees or shrubs designated to remain. E. Trim branches of trees extending over the right-of-way or easement to a clear height HCS 01/03 02110 28 of twenty feet above the ground surface. F. Grub rights-of-way or easement areas of protruding obstructions. G. Grub borrow pit and stockpile areas of all objectionable material. Strip overburden of the material to be obtained in stockpile areas. H. Perform clearing and grubbing well in advance of construction or material removal activities. I. All suitable trees removed from privately owned property shall be cut into fireplace lengths (approximately 20") and neatly stacked adjacent to the easement on the property of the affected landowner. J. Whenever reasonably possible strip topsoil from areas defined in paragraph C of 1.01-Work Included, above. This soil is to be stockpiled along the project in such a manner as to preserve the condition of the topsoil until landscaping operations can take place. 3.03 BACKFILLING AND SURFACE PREPARATION A. Backfill and compact all depressions resulting from clearing and grubbing with suitable materials in accordance with Section 02210. 1. Backfill embankment areas to natural ground elevation. 2. Backfill excavation areas below finished subgrade to finished subgrade. B. Perform backfilling a satisfactory distance ahead of construction operations. C. Prepare areas designated on the drawings to receive erosion control matting to smooth surfaces that have been shaped, fertilized, and seeded. 3.04 DEBRIS REMOVAL A. Promptly remove cleared debris from site. B. Obtain permission from applicable regulatory authority for disposal of debris to waste disposal site. C. No burning will be allowed in connection with this project. 3.05 MEASUREMENT AND PAYMENT - CLEARING AND GRUBBING – RESERVED 3.06 MEASUREMENT AND PAYMENT - PROTECTION OF LIVING SHRUBS AND TREES - RESERVED HCS 01/03 02110 29 END OF SECTION HCS 01/03 02110 30 SECTION 02210 GRADING AND EXCAVATING PART 1 GENERAL 1.01 WORK INCLUDED A. Excavating and grading of: 1. Roadways (including the removal of slides). 2. Borrow pits. 3. Waterways and ditches (including structure inlet and outlet ditches, channels, waterways, etc., event though they extend beyond the highway limits). 4. Intersections. 5. Approaches. 6. Benches under side-hill embankments. B. Excavating of unsuitable material from roadbed and beneath embankment areas. C. Excavating selected material found in the roadway which is required for specific use in the construction. D. Construction and removal of detours. 1.02 RELATED WORK A. Section 02050: Demolition B. Section 023110: Clearing and Grubbing C. Section 02250: Soil and Erosion Control 1.03 CLASSIFICATION OF EXCAVATION MATERIALS A. Road and Drainage Excavation (unclassified): all excavation regardless of the nature of the excavated material and channel excavation of 14’ or less. B. Borrow excavation: material required for construction and obtained from approved sources outside the rights-of-way limits or other designated areas. Flattening of approved cut slopes graded under previous contracts is permitted for use as borrow provided the material is satisfactory.
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