CHAPTER 500 STREET PAVEMENTS, CURB, GUTTER AND SIDEWALK CONSTRUCTION SPECIFICATIONS

Size: px
Start display at page:

Download "CHAPTER 500 STREET PAVEMENTS, CURB, GUTTER AND SIDEWALK CONSTRUCTION SPECIFICATIONS"

Transcription

1 CHAPTER 500 STREET PAVEMENTS, CURB, GUTTER AND SIDEWALK CONSTRUCTION SPECIFICATIONS The following list of Standard Documents defines the methods, materials, and testing to be utilized when designing and constructing roadway improvements. The sections in this specification are intended to further define particular elements of both design and construction of roadways in Lombard, IL. The Village Engineer shall decide on all questions which arise as to the interpretation of the specifications. The following is a list of Standards for reference interpretation. a) Illinois Department of Transportation (IDOT) "Standard Specifications for Road and Bridge Construction", Latest Edition b) Supplemental Specifications and Recurring Special Provisions, latest editions and updates (IDOT) c) Design Manual, latest edition (IDOT) d) Construction Manual, latest edition (IDOT) e) Soils Manual, latest edition (IDOT) f) Highway Standards, latest edition (IDOT) g) Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices, latest edition h) Traffic Control Devices Handbook, latest edition, (FHWA) i) Procedures and Standards for Urban Soil Erosion and Sedimentation Control, latest edition j) Manual of Instructions for Concrete Proportioning and Testing, latest edition (IDOT) k) Manual of Instructions for Bituminous Proportioning and Testing, latest edition (IDOT) l) A.S.T.M. Specifications, latest edition m) A.A.S.H.T.O. Standards, latest edition n) Recommended Practices for Subdivision Streets (I.T.E.) CHAPTER PAGE 5.1

2 SECTION PROTECTION OF RIGHT-OF-WAY IMPROVEMENTS The developer and contractor shall protect the pavement and property, curb and gutter and other right-of-way improvements, whether newly constructed or existing, from any and all damage. Sufficient means shall be employed by the contractor to protect against such damage to the satisfaction of the Private Engineering Services Division. Any damage to newly constructed or existing improvements shall be repaired, or replaced, in a manner which is satisfactory to the Private Engineering Services Division. The contractor and/or developer shall secure all necessary rights to perform any work on private property not within the ownership rights of the developer. The developer shall bear the sole responsibility for damages which may occur as a result of work performed under contracts which he initiates. Section 3 of the Subdivision and Development Ordinance outlines when right-of-way improvements need to be made. Refer to sections to when creating subdivisions or engaging in development or construction activity. SECTION STREET PAVEMENT - DESIGN CRITERIA All pavement shall be designed in accordance with the Institute of Traffic Engineers (ITE) Geometric Standards and Illinois Department of Transportation (IDOT) Motor Fuel Tax requirements. All roadway designs shall be submitted for review and approval by the Private Engineering Services Division. Refer to the Subdivision and Development Ordinance Section A-D for the design standards of street pavement. Proposed new streets shall comply with the design standards as set forth in the Subdivision and Development Ordinance, Section A) REQUIRED STRUCTURAL NUMBERS FOR PAVEMENTS ROADWAYS STRUCTURAL NUMBERS RESIDENTIAL STREET 3.2 NON-RESIDENTIAL STREET 4.0 COLLECTOR 4.0 ARTERIAL ** CHAPTER PAGE 5.2

3 PARKING LOTS AREAS SUBJECTED TO ONLY AUTOMOBILE LOADING 2.5 AREA SUBJECTED TO TRUCK LOADING 3.0 **THE MINIMUM STRUCTURAL NUMBER FOR ARTERIAL ROADWAYS SHALL BE DETERMINED BY PROJECTED TRAFFIC COUNTS AND ACTUAL SOIL CONDITIONS. Although minimum structural numbers are specified, the design engineer shall prepare a roadway design which meets the pavement life criteria. This may, under some conditions, necessitate a pavement structural value higher than the required minimum. All pavement designs must be supported by design calculations which are to be submitted together with the final engineering plans. B) COEFFICIENTS FOR NEW PAVEMENT STRUCTURE MATERIALS STRUCTURAL MATERIAL MINIMUM STRENGTH COEFFICIENTS REQUIREMENT Bituminous Surface Class 1 Bituminous Concrete 1700 ( MS ) 0.40 Base Course Aggregate, Type B (crushed) 50 (IBR) 0.13 Bituminous Aggregate Material 1700 ( MS ) 0.28 Bituminous Binder Class 1 Binder 1700 ( MS ) 0.33 Sub-Base Granular Material Type B 30 (IBR) 0.11 Granular Material Type A (crushed) 50 (IBR) 0.12 MS = Marshall Stability Number IBR - Illinois Bearing Ratio SECTION CHAPTER PAGE 5.3

4 EXISTING PAVEMENT At its discretion, the Village of Lombard may require the developer or his engineer to submit pavement core samples and soil samples of existing roadways together with a soil report prepared by a soils engineer to document the structural adequacy of the existing pavement for the proposed use. The report shall be submitted for review and approval by the Private Engineering Services Division. SECTION SUBGRADE A soils report, prepared by a qualified soils engineer, shall be prepared describing the subsurface and surface materials for the site and shall be submitted together with the final engineering plans. If on-site borrow pits are to be utilized by the contractor, then their locations shall be shown on the plans and are subject to approval by the Private Engineering Services Division. At least one (1) Standard Density Test (performed in accordance with AASHTO T99) shall be taken in each fill section, with a minimum distance between tests of three-hundred (300) feet. One (1) Standard Proctor Test shall be taken from each different source of borrowed material, if required by the Private Engineering Services Division. The Proctor and Density tests must be submitted for review and approval by the Private Engineering Services Division. Upon approval of these tests, the subgrade must be approved prior to placing any type of curb and gutter or base material. All subgrade material shall have a minimum Illinois Bearing Ratio (IBR) of 2.5. Subgrade material having an IBR of less than 2.5 shall be removed and replaced with select suitable fill. The soil support IBR values selected for use by the designer shall represent a minimum value for the soil to be used. All subgrades shall be designed and constructed such that positive drainage is maintained and the construction site is free of standing water. Methods of grading or underdrains shall be implemented to the satisfaction of the Private Engineering Services Division. A copy of all design assumptions and computations (i.e. design speed, traffic generation, design vehicles, soil data) shall be submitted with the final engineering plans. SECTION GEOTEXTILES The use of all geotextile products shall be approved by the Private Engineering Services Division. Such products shall be utilized in accordance with the manufacturer's recommendations and IDOT Special Provisions with regard to the intended application and installation procedure and shall be supported by a written recommendation from the developer's soils engineer. CHAPTER PAGE 5.4

5 SECTION CONSTRUCTION SCHEDULE The developer and contractor shall submit to the Private Engineering Services Division, at the pre-construction meeting, a construction schedule which outlines the various elements of work and the projected completion time of each element. Work shall be performed in accordance with the specifications at all times. Roadway construction shall be permitted between April 15 and November 15, weather permitting. Any work to be performed before April 15 or past November 15 shall be expressly authorized in writing by the Private Engineering Services Division prior to proceeding with the work. This authorization will in no manner void the obligation of the developer and contractor to adhere to the specifications or guarantee the work performed. SECTION RIGID (CONCRETE) PAVEMENT The pavement shall be of Portland cement concrete with or without reinforcement, constructed on a prepared subgrade and sub-base. A) RIGID PAVEMENT DESIGN REQUIREMENTS The design of the concrete pavement section shall be based upon the existing soil conditions and projected traffic volumes. Arbitrary sections are not permissible. All rigid concrete pavement designs are to be supported by design calculations prepared by a qualified registered professional engineer and must specify the intended materials and construction details. The minimum thickness of the concrete pavement shall be seven and one-half (7 ½ ) inches. B) SUB-BASE All rigid and composite concrete pavements within the public right of way shall be placed on a compacted crushed aggregate sub-base, a minimum of four (4) inches in thickness, type CA-6. C) ADMIXTURES No admixtures other than air entrainment agents in accordance with ASTM-C33 shall be used in the concrete without prior written approval of the Private AASHTO and ASTM standards and requirements. The use of calcium chloride is not allowed. D) COMPOSITE PAVEMENT CHAPTER PAGE 5.5

6 Pavements designed with a Portland Cement Concrete base course shall reference the provisions of both Sections and below. SECTION FLEXIBLE (BITUMINOUS) PAVEMENTS The pavement shall be of bituminous concrete surface and binder course constructed on a prepared subgrade, sub-base and base course. A) FLEXIBLE PAVEMENT DESIGNS REQUIREMENTS The design of the flexible pavement sections shall be based upon the existing soil conditions and projected traffic volumes. Arbitrary sections are not permissible. All flexible pavement designs are to be support by design calculations prepared by a qualified registered professional engineer and must specify the intended materials and construction methods. The flexible pavement shall be based on the minimum structural design number for the type of street in question. 1. A minimum of nine (9) inches of compacted bituminous concrete is required on all pavements with a structural number of * The pavement shall consist of a one and one-half (1 1/2) inch bituminous concrete surface course, modified Class I and one and one-half (1 1/2) inches bituminous concrete binder course, Class I and six (6) inches of bituminous base course. B) BITUMINOUS CONCRETE BASE COURSE FOR PUBLIC ROADWAYS All flexible pavements with a bituminous concrete base course shall be placed on a compacted crushed aggregate sub-base a minimum of four (4) inches in thickness, CA-6 gradation. The material shall meet the requirements of IDOT subbase granular material, type B. C) MINIMUM REQUIRED CROSS SECTIONS Flexible pavement roadways (residential) Surface Course (Class I Bituminous Concrete) 1-1/2" Binder Course (Class I Binder) 1-1/2 CHAPTER PAGE 5.6

7 Base Course (Bituminous aggregate mix, BAM) 6" Subbase (Crushed aggregate, CA-6) 4" Flexible pavement roadway (non-residential) Surface Course (Class I Bituminous Concrete) 2 Binder Course (Class I Binder) 2 Base Course (Bituminous aggregate mix, BAM) 8 Subbase (Crushed aggregate, CA-6) 4 Flexible pavement parking lot (automobile loading) Surface Course (Class I Bituminous Concrete) 1-1/2 Binder Course (Class I Binder) 2 Base Course (Crushed aggregate, CA-6) 10 Flexible pavement parking lot (truck loading) Surface Course (Class I Bituminous Concrete) 1-1/2 Binder Course (Class I Binder) 2 Base Course (Crushed aggregate, CA-6) 14 D. MIX DESIGN AND GRADATION Bituminous concrete base course, bituminous concrete binder course and bituminous concrete surface course shall meet the mix design and gradation for the State of Illinois specifications for Bituminous Aggregate Mixture, Bituminous Concrete Binder Course Class 1 modified, and Bituminous Concrete Surface Course Class 1 modified, respectively. All mix designs shall be submitted for approval by the Private Engineering Services Division. The surface course on all roadway construction and pavement widening shall be comprised of only virgin materials. (The use of recycled materials is not allowed in the surface course.) E) CONSTRUCTION STAGING The bituminous concrete binder course for all flexible pavements shall set for a minimum of nine (9) months including one winter and one spring prior to the construction of the bituminous concrete surface course unless prior written approval is obtained by the Private Engineering Services Division. The developer shall maintain the integrity of the pavement, provide periodic cleaning of the pavement, and perform snow removal until final acceptance of the roadway. SECTION CURB AND GUTTER A) TYPES CHAPTER PAGE 5.7

8 The curb and/or curb and gutter shall be six (6) inch concrete barrier type, as depicted in Standard Detail PAVEMENT 8. Curb and gutter shall not be constructed integrally with concrete pavements. B) SUB-BASE A uniform four (4) inch thick compacted aggregate sub-base, CA-6 gradation, extending a minimum of twelve (12) inches beyond the back of curb, is required for all roadways. In cases where the base course extends below the bottom of the gutter flag, the sub-base shall be constructed full depth to the subgrade. Furthermore, this sub-base is considered as a structural aspect of the pavement section in accordance with Section C) ADMIXTURES No admixtures, other than air entrainment agents in accordance with ASTM-C- 33, shall be used in the concrete without prior written approval of the Private Engineering Services Division. Admixtures shall meet all applicable AASHTO and ASTM standards and requirements. The use of calcium chloride is not allowed. D) PROTECTIVE TREATMENT All concrete curb, gutter, sidewalk and other concrete pavements in the Village of Lombard shall be constructed in accordance with the requirements of Sections 606 and 1020 of IDOT "Standard Specifications for Road and Bridge Construction", latest edition. When membrane curing compounds are utilized they shall also be of a type which provides a protective seal which is satisfactory to the Private Engineering Services Division. All membrane products should be applied in accordance with the manufacturer's recommendations. E) PROTECTION AND REPAIR The contractor shall protect the curb and gutter in the public right-of-way. The Private Engineering Services Division shall have the sole authority in determining if the curb and gutter has been damaged. Upon request of the Private Engineering Services Division, the contractor shall remove the damaged sections of curb and gutter, no less than five (5) feet in length, and replace with the new curb and gutter. New curb and gutter section is to be doweled in place with two (2) dowels on each end of the replacement section. Each dowel will be a three quarter (3/4 ) inch diameter by eighteen (18) inch long, coated smooth dowel bar fitted with a punched stop cap that will provide one (1) inch of expansion. (Placed at middepth). F) UTILITY IDENTIFICATION CHAPTER PAGE 5.8

9 When newly poured curbs are installed, the contractor shall use a Village approved stamp to indent the wet concrete with an "S" to identify the location of each sanitary sewer stub and indent the wet concrete with a "W" to identify the location of each water valve or water service. The letters shall be indented at the top of the curb and shall be one and one-half (1 1/2) inches to two (2) inches in width, embedded at least three-eighths (3/8) inch deep. If the developer and/or the contractor fail to indent the curbs as outlined above, the Village may require that identification medallions or other symbols as approved by the Private Engineering Services Division be affixed to the curb. SECTION MATERIAL TESTING During the construction of any public roadways and parking lots within the corporate limits of the Village of Lombard, test results and/or verification of materials and workmanship shall be provided to the Village. Failure to provide the applicable test reports will impede adjustments to bonds, letters of credit, the execution of further work, and acceptance of the improvements or the issuance of certificates of occupancy. The materials testing consultant and laboratory shall meet the general requirements of the ASTM-E-329 "Standards of Recommended Practice for Inspection and Testing Agencies for Concrete, Steel and Bituminous Materials used in Construction". The materials testing consultant shall provide qualified personnel and shall cooperate with the Private Engineering Services Division or his representative and the contractor. Any irregularities or deficiencies in the work observed during the performance of services shall be promptly reported to the owner, the owner's project engineer, and the Private Engineering Services Division. The contractor shall co-operate with the materials testing consultant by providing sufficient notice in advance of operations to allow assignment of personnel and scheduling of tests, providing access to the work and manufacturing facilities, and providing representative samples of the materials to be incorporated into the work. The right is reserved by both the owner's project engineer and the Private Engineering Services Division to order additional testing. The cost of both the initial testing and any additional testing shall be paid for by the project owner. The contractor reserves the right to contract the services of an equally qualified independent testing laboratory, at their expense, to perform additional inspections, sampling and testing when the initial tests indicate that the work is not in accordance with the contract document and specifications. The Private Engineering Services Division shall have the final authority regarding the acceptability of the work. CHAPTER PAGE 5.9

10 SECTION MAINTENANCE OF TRAFFIC The contractor shall employ the appropriate methods of traffic control in accordance with the plans, specifications, IDOT Highway Standards, and the Manual on Uniform Traffic Control Devices, such that the safety of vehicles and pedestrians is preserved at all times. The erection and maintenance of the traffic control devices shall be to the satisfaction of the agency of jurisdiction and the Village Engineer. SECTION PUBLIC SIDEWALKS Public sidewalks within the public right-of-way shall meet the provisions of this section. Improvements to sidewalks shall comply with the standards set forth in the subdivision and Development Ordinance section A) GENERAL All sidewalk approaches shall be constructed of Class SI concrete (6.0 bags of cement) with an air entrainment of 5-8% and a minimum 28 day compressive strength of 3500 psi. An adequate number of cylinders is to be provided to assure compliance with sidewalk specifications. Sidewalks shall have a minimum width of five (5) feet, and may be wider, based upon projected pedestrian volumes. Sidewalks shall be constructed in the public right-of-way or dedicated sidewalk easement, typically one (1) foot from the property line or easement line. The minimum lateral separation between the edge of a sidewalk and any above ground obstruction, (i.e. posts, poles, tree trunks, utility boxes, etc.) shall be one (1) foot. When such conflicts require a lateral change in sidewalk alignment a 10:1 transition shall be made. The location shall comply with the Subdivision & Development Ordinance. B) CONSTRUCTION REQUIREMENTS All sidewalks and driveway approaches shall be constructed in accordance with the Village of Lombard Standard Details, (PAVEMENT 2, PAVEMENT 3A, PAVEMENT 3B, PAVEMENT 4, PAVEMENT 6, and PAVEMENT 7), and Sections 424 and 1020 of the IDOT "Standard Specifications for Road and Bridge Construction, and sidewalk width and grade shall comply with the Illinois Accessibility Code/ADA Standards. Required Minimum Thickness Type of Sidewalk PCC CA-6 Crushed Aggregate Base CHAPTER PAGE 5.10

11 Standard Sidewalk 5" 2" Through Residential Driveway 6" 4" Through Non-Residential Driveway 8" 4" C) BACKFILLING AND RESTORATION The sub-base material shall be laterally supported by a sufficient amount of initial backfill material to prevent movement of the sub-base during placement of the concrete and/or removal of the form work. As soon as possible, but not later than 7 days after the placement of the concrete, the sidewalk and parkway shall be backfilled to the required elevation with suitable embankment material and topsoil. The embankment material shall be compacted until firm, and the topsoil neatly graded. D) PROTECTIVE TREATMENT All public sidewalks in the Village of Lombard shall be placed and cured in accordance with the requirements of Sections 424 and 1020 of the IDOT "Standard Specifications for Road and Bridge Construction". When membrane curing compounds are utilized they shall also be of a type which provides a protective seal which is satisfactory to the Private Engineering Services Division. All membrane products should be applied in accordance with the manufacturer's recommendations. E) PERMITS AND INSPECTIONS In accordance with the Village of Lombard Municipal Code, all sidewalk contractors must be licensed and the contractor must request an inspection for all work within the public right-of-way. SECTION DRIVEWAY PAVEMENTS Driveway pavements within the public right-of-way shall meet the provisions of this section. A) BITUMINOUS DRIVEWAY PAVEMENTS CHAPTER PAGE 5.11

12 Where necessary to remove and replace driveways, driveways shall be restored to a condition equal in appearance and quality to the condition prior to construction. For new construction, patches within aprons are not acceptable unless approved by the Private Engineering Services Division. Minimum sections shall consist of a Bituminous Prime Coat, Bituminous Concrete Binder and Surface Courses Class I on a sub-base of crushed aggregate, CA-6, with a minimum thickness as indicated below: REQUIRED MINIMUM THICKNESS DRIVEWAY PAVEMENT BINDER/SURFACE COURSE SUB-BASE RESIDENTIAL 3" 6" NON-RESIDENTIAL 4" 10" Base and surface courses are to conform to requirements of the IDOT "Standard Specifications for Road and Bridge Construction." B) NON-REINFORCED RIGID DRIVEWAY PAVEMENTS Where necessary to remove and replace driveways, driveways shall be restored to a condition equal in appearance and quality to the condition prior to construction. For new construction, patches within aprons are not acceptable unless approved by the Private Engineering Services Division. Rigid driveway pavements shall be constructed of non-reinforced Class SI concrete (6.1 bags of cement) with an air entrainment of 5-8% and a minimum 28 day compressive strength of 3500 psi. An adequate number of cylinders is to be provided to assure compliance with these specifications. All non-reinforced rigid driveway pavements shall be placed on a sub-base of crushed aggregate, CA-6 gradation, with a minimum thickness as indicated below: REQUIRED MINIMUM THICKNESS SUB- DRIVEWAY PAVEMENT NON-REINFORCED CLASS SI CONCRETE BASE RESIDENTIAL 6" 2" NON-RESIDENTIAL 8" 4" Concrete driveway pavements shall conform to the requirements of the IDOT "Standard Specifications for Road and Bridge Construction." C) CONSTRUCTION REQUIREMENTS CHAPTER PAGE 5.12

13 All driveway approaches shall be constructed in accordance with the Village of Lombard Standard Detail, PAVEMENT 6, PAVEMENT 7, and Section 423 of the IDOT "Standard Specifications for Road and Bridge Construction. The minimum lateral separation between the edge of a driveway pavement and any above ground obstruction, (i.e. posts, poles, tree trunks, utility boxes, etc.) shall be three (3) feet. The location shall comply with the Subdivision and Development Ordinance and the Village of Lombard Code of Ordinances, Title 15, Section 150. D. BACKFILLING AND RESTORATION The sub-base material shall be laterally supported by a sufficient amount of initial backfill material to prevent movement of the sub-base during placement of the concrete and/or removal of the form work. As soon as possible, but not later than 7 days after the placement of the concrete, the driveway pavement shall be backfilled to the required elevation with suitable embankment material and topsoil. The embankment material shall be compacted until firm and the topsoil neatly graded. E. PROTECTIVE TREATMENT All concrete driveway pavements in the Village of Lombard shall be cured in accordance with the requirements of Section 1020 of the IDOT "Standard Specification for Road and Bridge Construction". When membrane curing compounds are utilized they shall also be of a type which provides a protective seal which is satisfactory to the Private Engineering Services Division. All membrane products should be applied in accordance with the manufacturer's recommendations. F. PERMITS AND INSPECTIONS In accordance with the Village Municipal Code, all driveway pavement contractors must be licensed and the contractor must request an inspection for all work within the public right-of-way. CHAPTER PAGE 5.13

14 SECTION PEDESTRIANWAYS OR BIKEWAYS Pedways, bike lanes, and bike routes shall be provided when deemed beneficial to provide access or circulation within a subdivision for access to schools, playgrounds, shopping centers, or other community facilities. All pedways, bike lanes, and bike routes shall comply with the requirements of section of the Subdivision and Development Ordinance. If slopes adjacent to a pedway, bike lane, or bike route exceed 3:1, a fence or handrail shall be required. The following pavement types are acceptable for pedestrianways or bikeways, within the Village of Lombard. The Village of Lombard encourages the use of flexible pavements for pedestrianways, or bikeways. However, based on the suitability of the pavement type, the Director of Community Development may require rigid pavement. SECTION LOADING -UNLOADING BERTHS Berths provided in non-residential area for loading and unloading of materials or merchandise from vehicles must be constructed of a minimum eight (8) inches reinforced concrete pavement on four (4) inches of stone or four (4) inches of bituminous concrete surface course on ten (10) inches of stone. SECTION PAVEMENT MARKING REQUIREMENTS On all new asphalt pavements, markings shall be inlayed. Primer will be required for markings on new concrete streets. This work shall be performed in accordance with Section 780 of the STANDARD SPECIFICATIONS with the following modifications Materials. Add the following: All pavement markings shall be Stamark High Performance Tape Series 381 and 420 (intersection, crosswalks, legends and symbols) as manufactured by the 3M Company. The publication Pavement Surface Perpetration and Application Techniques for 3M Stamark Tapes must be adhered to. The CONTRACTOR may view the VILLAGE S copy of this publication Preformed Plastic. Delete the first sentence of the fifth paragraph and replace with the following. A primer sealer shall be applied on all pavement surfaces CHAPTER PAGE 5.14

15 where new preformed plastic pavement marking material is to be applied with the exception of inlay applications on new asphalt concrete surfaces. SECTION PARKWAY All public right-of-way shall be restored with topsoil and sod. The sod shall be installed per section 800 of the specifications manual. Parkway trees shall be planted between March 15, through May 15 and between October 1, through December 1. If a tree needs to be planted at a time other than specified above, a non-refundable cash deposit of $ per tree will be collected by the Private Engineering Services Division. The money will be deposited with the Forestry Division of the Department of Public Works. The Forestry Division will be responsible to plant the parkway tree during one of the specified times listed above. CHAPTER PAGE 5.15

SPECIFICATIONS FOR STREET CONSTRUCTION WITHIN THE TOWN OF PLAINVILLE

SPECIFICATIONS FOR STREET CONSTRUCTION WITHIN THE TOWN OF PLAINVILLE SPECIFICATIONS FOR STREET CONSTRUCTION WITHIN THE TOWN OF PLAINVILLE BE IT ORDAINED by the Town Council of the Town of Plainville: SECTION 1. SUBDIVISIONS. All subdivisions hereinafter developed within

More information

SECTION TRENCHING & BACKFILLING

SECTION TRENCHING & BACKFILLING SECTION 02225 - TRENCHING & BACKFILLING 1.0 GENERAL 1.1 Work included in this Section includes trenching and backfilling for underground pipelines and related structures only. 1.2 Reference Specifications

More information

PARKING LOT AND ROADWAY MAINTENANCE

PARKING LOT AND ROADWAY MAINTENANCE Village of Vernon Hills Community Development Engineering Division Phone 847-367-3704 Fax 847-367-2541 PERMIT APPLICATION PROCESS PARKING LOT AND ROADWAY MAINTENANCE Removal and replacement, concrete and

More information

DuPage County Division of Transportation 421 N. County Farm Road Wheaton, IL / (Fax) 630/

DuPage County Division of Transportation 421 N. County Farm Road Wheaton, IL / (Fax) 630/ Within DuPage County Highway Rights-of-Way NOTE: All construction shall be performed and materials specified/installed according to IDOT S Standard Specifications for Road and Bridge Construction (latest

More information

PERMEABLE INTERLOCKING PAVERS

PERMEABLE INTERLOCKING PAVERS PERMEABLE INTERLOCKING PAVERS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Subgrade Preparation B. Placement of Storage Aggregate C. Placement of Filter Aggregate D. Placement of Bedding Course E. Placement

More information

Municipality of Waterville Public Sidewalk Repair Policy

Municipality of Waterville Public Sidewalk Repair Policy Municipality of Waterville Public Sidewalk Repair Policy Purpose - The purpose of this policy is to protect the public health, safety and welfare of the citizens and inhabitants of the Municipality by

More information

Summary of the 2011 Changes

Summary of the 2011 Changes The following is a list of amendments to the Residential Site Improvement s, N.J.A.C. 5:21, adopted in 2011. The Notice of Adoption of these changes appeared in the New Jersey Register on May 16, 2011.

More information

A. Texas Department of Transportation 2004 Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges (TxDOT).

A. Texas Department of Transportation 2004 Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges (TxDOT). SECTION 32 01 16 ASPHALT OVERLAY PART 1 - GENERAL 1.1 SCOPE OF WORK A. This Section specifies the requirements for scarifying, grinding, sweeping and repair of existing asphalt concrete pavement to establish

More information

CITY OF FARGO SPECIFICATIONS CONCRETE SIDEWALKS AND DRIVEWAYS

CITY OF FARGO SPECIFICATIONS CONCRETE SIDEWALKS AND DRIVEWAYS CONCRETE SIDEWALKS AND DRIVEWAYS PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of all labor, material, and equipment necessary

More information

SECTION PERMEABLE INTERLOCKING CONCRETE UNIT PAVEMENT

SECTION PERMEABLE INTERLOCKING CONCRETE UNIT PAVEMENT SECTION 32 14 13 19 PERMEABLE INTERLOCKING CONCRETE UNIT PAVEMENT SECTION 32 14 13 19 PERMEABLE INTERLOCKING CONCRETE UNIT PAVEMENT PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Permeable Articulating

More information

CHAPTER 7 PAVEMENT DESIGN. 1. Gradation (sieve and hydrometer analysis) 3. Moisture density relationships and curves

CHAPTER 7 PAVEMENT DESIGN. 1. Gradation (sieve and hydrometer analysis) 3. Moisture density relationships and curves CHAPTER 7 PAVEMENT DESIGN 7.0 GENERAL The purpose of this chapter is to define the requirements for design of pavement within proposed and existing roadways for new subdivision streets and secondary roads.

More information

TRANSPORTATION & PUBLIC WORKS DEPARTMENT TECHNICAL STANDARDS

TRANSPORTATION & PUBLIC WORKS DEPARTMENT TECHNICAL STANDARDS Athens-Clarke County Unified Government TRANSPORTATION & PUBLIC WORKS DEPARTMENT TECHNICAL STANDARDS JULY, 2009 PREFACE The technical standards presented herein reflect the current policies and practices

More information

DIVISION 31 EARTHWORK 2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012

DIVISION 31 EARTHWORK 2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012 2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012 PART FIVE DOCUMENTS FOR SITE AND INFRASTRUCTURE 31 00 00. EARTHWORK 31 10 00. SITE CLEARING.1 STRUCTURE REMOVAL: Include

More information

SECTION BITUMINOUS CONCRETE PAVEMENT

SECTION BITUMINOUS CONCRETE PAVEMENT SECTION 321216 BITUMINOUS CONCRETE PAVEMENT PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification

More information

Town of New Tecumseth Engineering Design Criteria and Standards for Subdivisions and Capital Works Projects

Town of New Tecumseth Engineering Design Criteria and Standards for Subdivisions and Capital Works Projects 2.0 ROADWAYS 2.1 Road Classification 2.1.1 Standard Drawing Classification All Road Widths and Road Allowances shall be designed in accordance with the most recent Town of New Tecumseth Standards: TNT.SD

More information

SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 5/8/7)

SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 5/8/7) Page 1 of 7 STONE STRONG SYSTEMS SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 5/8/7) PART 1: GENERAL 1.01 Description A. Work includes furnishing and installing precast modular

More information

CONSTRUCTION SPECIFICATION FOR CONCRETE CROSSWALK INDEX TS SCOPE...3

CONSTRUCTION SPECIFICATION FOR CONCRETE CROSSWALK INDEX TS SCOPE...3 CITY OF TORONTO TS 3.65 TRANSPORTATION SERVICES STANDARD CONSTRUCTION SPECIFICATIONS June 2001 CONSTRUCTION SPECIFICATION FOR CONCRETE CROSSWALK INDEX TS 3.65.01 SCOPE...3 TS 3.65.02 TS 3.65.03 REFERENCES...3

More information

SECTION EXCAVATION AND BACKFILL FOR UTILITIES AND STRUCTURES

SECTION EXCAVATION AND BACKFILL FOR UTILITIES AND STRUCTURES SECTION 02215 EXCAVATION AND BACKFILL FOR UTILITIES AND STRUCTURES PART 1 - GENERAL 1.1 DESCRIPTION: This section includes materials, testing, and installation of earthwork for excavations, fills, and

More information

SECTION 3 DRAINAGE. 3-1 General. 3-2 Drainage Ordinances and Legal Requirements

SECTION 3 DRAINAGE. 3-1 General. 3-2 Drainage Ordinances and Legal Requirements SECTION 3 DRAINAGE 3-1 General All Drainage plans for proposed development shall be prepared by a Professional Engineer registered in Virginia, except as noted below. Further, their seal and signature

More information

B. Subsurface data is available from the Owner. Contractor is urged to carefully analyze the site conditions.

B. Subsurface data is available from the Owner. Contractor is urged to carefully analyze the site conditions. SECTION 31 23 33 - TRENCHING, BACKFILLING AND COMPACTION PART 1 - GENERAL 1.1 SCOPE A. This Section specifies the requirements for excavating and backfilling for storm sewer, sanitary sewer, water distribution

More information

CITY OF TACOMA RIGHT-OF-WAY RESTORATION POLICY. Guidance on restoration of City Rights-of-Way

CITY OF TACOMA RIGHT-OF-WAY RESTORATION POLICY. Guidance on restoration of City Rights-of-Way CITY OF TACOMA RIGHT-OF-WAY RESTORATION POLICY Guidance on restoration of City Rights-of-Way Public Works Department Directors Office 747 Market Street Suite 408 Tacoma, WA 98402 253-591-5525 Right-of-Way

More information

SECTION IV. PIPELINE EXCAVATION AND BACKFILL

SECTION IV. PIPELINE EXCAVATION AND BACKFILL SECTION IV. PIPELINE EXCAVATION AND BACKFILL A. Description of Work B. Surface Types C. Backfill D. Surface Restoration A. DESCRIPTION OF WORK 1. Extent: Excavation of trenches for pipelines shall include

More information

ITEM 6 CONCRETE CURBS, GUTTERS, AND SIDEWALKS

ITEM 6 CONCRETE CURBS, GUTTERS, AND SIDEWALKS ITEM 6 CONCRETE CURBS, GUTTERS, AND SIDEWALKS 6.1 DESCRIPTION This work shall consist of constructing curbs, gutters, sidewalks, ramps, local depressions and driveways of the form and dimensions shown

More information

CHAPTER 10 PAVEMENT DESIGN AND REPORT TABLE OF CONTENTS

CHAPTER 10 PAVEMENT DESIGN AND REPORT TABLE OF CONTENTS CHAPTER 10 PAVEMENT DESIGN AND REPORT TABLE OF CONTENTS Section Title Page 10.1 General... 10-1 10.1.1 Existing Streets...10-1 10.1.2 AASHTO Design...10-1 10.1.3 Pavement Type...10-1 10.1.4 Treated Subgrade...10-1

More information

Highway Engineering. 3 _ 2/2 Lecture/Laboratory Hours

Highway Engineering. 3 _ 2/2 Lecture/Laboratory Hours COURSE OUTLINE CIV216 Course Number Highway Engineering Course Title 3 _ 2/2 Credits Lecture/Laboratory Hours COURSE DESCRIPTION Explores the planning, design, construction, and characteristics of highways

More information

SUBDIVISION SECTION STREET DESIGN MANUAL

SUBDIVISION SECTION STREET DESIGN MANUAL CITY OF ANAHEIM SUBDIVISION SECTION STREET DESIGN MANUAL A. INTRODUCTION : POLICY STATEMENT B. STREET CLASSIFICATION C. STREET STANDARDS REQUIREMENTS Requirements Approval of Street Improvement Plans Widening

More information

ITEM D-701 PIPE FOR STORM DRAINS AND CULVERTS

ITEM D-701 PIPE FOR STORM DRAINS AND CULVERTS ITEM D-701 PIPE FOR STORM DRAINS AND CULVERTS 701-1 DESCRIPTION 701-1.1 This item shall consist of the construction of pipe culverts, and storm drains, removal of existing storm pipes, connections to existing

More information

SECTION 26 - COLD PLANE ASPHALT CONCRETE PAVEMENT TABLE OF CONTENTS

SECTION 26 - COLD PLANE ASPHALT CONCRETE PAVEMENT TABLE OF CONTENTS SECTION 26 - COLD PLANE ASPHALT CONCRETE PAVEMENT TABLE OF CONTENTS Section Page 26-1 GENERAL... 26.1 26-2 PAVEMENT KEYCUTTING... 26.1 26-3 PAVEMENT PLANING... 26.2 26-4 PLANED PAVEMENT CONFORMS... 26.3

More information

DESIGN STANDARDS. Division 02 Existing Conditions- Site Work. General

DESIGN STANDARDS. Division 02 Existing Conditions- Site Work. General DESIGN STANDARDS Division 02 Existing Conditions- Site Work General I. This Division includes: A. Demolition B. Clearing and Grubbing C. Excavation, Backfill and Compaction D. Pavement Base E. Paving and

More information

SUDAS Revision Submittal Form

SUDAS Revision Submittal Form SUDAS Revision Submittal Form Status Date: As of 3/20/2017 Topic: Pavement thickness Manual: Design Manual Location: Section 5F-1 Requested Revision: Reason for Revision: Comments: See attached. Updating

More information

2016 ACHD Supplemental Specifications to the ISPWC. ACHD QC-QA Procedure

2016 ACHD Supplemental Specifications to the ISPWC. ACHD QC-QA Procedure SECTION 100 General Conditions Add the following: 2016 ACHD Supplemental Specifications to the ISPWC Ada County Highway District Quality Control and Quality Assurance Procedure Definitions Quality Assurance

More information

2.1 Backfill - General

2.1 Backfill - General 2.1 Backfill - General Excavations are made for the purpose of constructing bridge substructure elements, and consequently requiring competent backfill material. The backfill material must be adequately

More information

Electrical Work. NOV Embankments Over Swamps and Compressible Soils

Electrical Work. NOV Embankments Over Swamps and Compressible Soils GENERAL & CONSTRUCTION S OPS GENERAL CONDITIONS OF CONTRACT NOV 2006 100 OPS General Conditions of Contract DIVISION 1 - GENERAL S 106 Electrical Work 120 180 The Use of Explosives General Specification

More information

CITY OF HOMESTEAD Utility Rights-of-Way Use Permit Application

CITY OF HOMESTEAD Utility Rights-of-Way Use Permit Application CITY OF HOMESTEAD Utility Rights-of-Way Use Permit Application Good for 90 days from the Date Issued This permit is only required if the work location is owned or controlled by the City of Homestead and

More information

SECTION A1 EXCAVATION AND BACKFILL GENERAL

SECTION A1 EXCAVATION AND BACKFILL GENERAL SECTION A1 EXCAVATION AND BACKFILL GENERAL The work under this section shall include all excavation to such width and depth as shown on the drawings, specified herein, or ordered by the Engineer. Such

More information

SECTION 19 - TRENCH EXCAVATION, BEDDING AND BACKFILL TABLE OF CONTENTS

SECTION 19 - TRENCH EXCAVATION, BEDDING AND BACKFILL TABLE OF CONTENTS SECTION 19 - TRENCH EXCAVATION, BEDDING AND BACKFILL TABLE OF CONTENTS Section Page 19-1 TRENCH EXCAVATION... 19.1 19-1.01 Exploratory Excavation... 19.1 19-1.02 Trench Width... 19.1 19-1.02.A Storm Drain

More information

PERMIT TO EXCAVATE IN HIGHWAY CHESHIRE, CONNECTICUT

PERMIT TO EXCAVATE IN HIGHWAY CHESHIRE, CONNECTICUT PERMIT TO EXCAVATE IN HIGHWAY CHESHIRE, CONNECTICUT PERMIT # DATE: Name Of Applicant Address City, State, Zip ( ) Fax: ( ) Email Telephone Number permit faxed (date) permit emailed (date) Permission is

More information

SECTION INTERLOCKING CONCRETE PAVERS

SECTION INTERLOCKING CONCRETE PAVERS SECTION 23 14 13 INTERLOCKING CONCRETE PAVERS (1995 MasterFormat Section 02780) Note: This guide specification for concrete paver applications in the U.S. for concrete pavers and bedding sand over a compacted

More information

CURB & GUTTER, DRIVEWAYS & SIDEWALKS

CURB & GUTTER, DRIVEWAYS & SIDEWALKS 02400 Concrete Curb & Gutter, Driveways, Sidewalks, and Other Miscellaneous Concrete Page 02400-1 (Last Revised 6/22/10) 02400 - CURB & GUTTER, DRIVEWAYS & SIDEWALKS SELECTED LINKS TO SECTIONS WITHIN THIS

More information

Construction Specification for Concrete Unit Pavers

Construction Specification for Concrete Unit Pavers Engineering & Construction Services Division Standard Specifications for Road Works TS 3.80 September 2017 for Concrete Unit Pavers Table of Contents TS 3.80.01 SCOPE... 2 TS 3.80.02 REFERENCES... 2 TS

More information

B. Backfill and compact utility bedding and fill placed in the utility trenches between the top of the utility bedding and the subgrade elevation.

B. Backfill and compact utility bedding and fill placed in the utility trenches between the top of the utility bedding and the subgrade elevation. SECTION 312333 TRENCHING AND BACKFILLING PART 1 - GENERAL 1.1 SUMMARY A. Excavate trenches for new electric and telephone conduits, gas lines, and their appurtenances from at least 5 feet outside the building

More information

Curb Ramps [ 4.7.3] [ 4.7.2; 4.8.2; 4.1.6(3)(a)] [ 4.3.7] ADA Accessibility Survey Instructions Curb Ramps Page 1 of 6

Curb Ramps [ 4.7.3] [ 4.7.2; 4.8.2; 4.1.6(3)(a)] [ 4.3.7] ADA Accessibility Survey Instructions Curb Ramps Page 1 of 6 : Curb Ramps 1 [ 4.7.3] Only measure the width of the ramp section of the curb ramp (labeled ramp to the right). The ramp section of a curb ramp is also known as the ramp run. If the curb ramp has flared

More information

CITY OF ASTORIA PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS FOR IN-FILL DEVELOPMENT

CITY OF ASTORIA PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS FOR IN-FILL DEVELOPMENT CITY OF ASTORIA PUBLIC WORKS ENGINEERING DIVISION ENGINEERING DESIGN STANDARDS FOR IN-FILL DEVELOPMENT Adopted by City Council: May 21, 2007 X:\General Eng\DESIGN STANDARDS\Engineering Design Standards

More information

SPECIFICATION : BORING AND JACKING

SPECIFICATION : BORING AND JACKING SPECIFICATION 330524: BORING AND JACKING PART 1.0 GENERAL 1.1 DESCRIPTION 1.1.1 The work of this specification includes all labor, machinery, construction equipment and appliances required to perform in

More information

SECTION WATER TREATMENT RESIDUAL REMOVAL, DISPOSAL, AND LAGOON CLEANING

SECTION WATER TREATMENT RESIDUAL REMOVAL, DISPOSAL, AND LAGOON CLEANING SECTION 334701 - WATER TREATMENT RESIDUAL REMOVAL, DISPOSAL, AND LAGOON CLEANING PART 1 - GENERAL 1.1 DESCRIPTION A. Scope: 1. The Contractor shall provide all labor, materials, tools, and equipment required

More information

Cement Stabilized Soil (CSS) (Portland cement)

Cement Stabilized Soil (CSS) (Portland cement) Cement Stabilized Soil (CSS) (Portland cement) 1.0 DESCRIPTION. This specification shall govern the process known as Cement Stabilized Soil (CSS). CSS consists of mixing the existing base, subbase and

More information

INSPECTION AND ACCEPTANCE FOR MAINTENANCE

INSPECTION AND ACCEPTANCE FOR MAINTENANCE Inspection and Acceptance For Maintenance Page 1 (Last revised 6/29/10) INSPECTION AND ACCEPTANCE FOR MAINTENANCE SELECTED LINKS TO SECTIONS WITHIN THIS SPECIFICATION Acceptance Sewer As Built Drwg Example

More information

SECTION SITE CONCRETE

SECTION SITE CONCRETE SECTION 321313 PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION. B. Examine all conditions as they exist at the project prior to submitting

More information

SECTION FOUNDATION DRAINAGE

SECTION FOUNDATION DRAINAGE SECTION 33 41 13 SPEC WRITER NOTES: Use this section only for NCA projects. Delete text between // // not applicable to project. Edit remaining text to suit project. PART 1 - GENERAL 1.1 SUMMARY A. Section

More information

CONSTRUCTION SURVEY. Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following:

CONSTRUCTION SURVEY. Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following: CONSTRUCTION SURVEY PART 1 - GENERAL 1.01 SECTION INCLUDES Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following: A. Construction Survey: 1. Project

More information

CHAPTER 13 R-5 MANUFACTURED MOBILE HOME PARK RESIDENTIAL DISTRICT

CHAPTER 13 R-5 MANUFACTURED MOBILE HOME PARK RESIDENTIAL DISTRICT 15.1300 CHAPTER 13 R-5 MANUFACTURED MOBILE HOME PARK RESIDENTIAL DISTRICT 15.1301 SECTION 13.01 STATEMENT OF PURPOSE To provide for manufactured home park development, of long-term duration of stay, in

More information

STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY OF MANITOWOC SECTION 500 PORTLAND CEMENT CONCRETE CONSTRUCTION 501 CONCRETE - GENERAL

STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY OF MANITOWOC SECTION 500 PORTLAND CEMENT CONCRETE CONSTRUCTION 501 CONCRETE - GENERAL STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY OF MANITOWOC SECTION 500 PORTLAND CEMENT CONCRETE CONSTRUCTION Section Number Title 501 CONCRETE - GENERAL 502 MATERIAL SPECIFICATIONS - GENERAL

More information

SECTION CONSTRUCTION SERVICES

SECTION CONSTRUCTION SERVICES SECTION 01100 CONSTRUCTION SERVICES PART 1 GENERAL 1.01 - Section Includes A. Mobilization. B. Construction Surveys. C. Record Documents. 1.02 Description Of Work A. Mobilization: includes the preparatory

More information

Sidewalk Replacement Criteria The following are the criteria used to determine if sidewalk needs to be replaced in the City of Watertown:

Sidewalk Replacement Criteria The following are the criteria used to determine if sidewalk needs to be replaced in the City of Watertown: Sidewalk Replacement Criteria The following are the criteria used to determine if sidewalk needs to be replaced in the City of Watertown: -Any slab raised one-half inch (1/2 ) or more, which is considered

More information

INTERLOCKING CONCRETE PAVERS SECTION 02780

INTERLOCKING CONCRETE PAVERS SECTION 02780 INTERLOCKING CONCRETE PAVERS SECTION 02780 NOTE: This is a guide specification for the construction of Tremron Interlocking Concrete Pavers and bedding sand over a dense-graded, compacted aggregate base.

More information

SECTION SPECIFICATION FOR STONEBRIDGE RETAINING WALL SYSTEM

SECTION SPECIFICATION FOR STONEBRIDGE RETAINING WALL SYSTEM SECTION 32 32 23 SPECIFICATION FOR STONEBRIDGE RETAINING WALL SYSTEM PART 1: GENERAL 1.01 Scope Work includes furnishing all materials, labor, equipment, and supervision to install a Stonebridge segmental

More information

The Work under this Section consists of performing all operations necessary to complete construction of the leveling course on the prepared subbase.

The Work under this Section consists of performing all operations necessary to complete construction of the leveling course on the prepared subbase. SECTION 20.22 LEVELING COURSE Article 22.1 General The Work under this Section consists of performing all operations necessary to complete construction of the leveling course on the prepared subbase. Article

More information

A. Texas Department Transportation 2004 Standard Specifications for Construction of Highways, Streets and Bridges (TxDOT):

A. Texas Department Transportation 2004 Standard Specifications for Construction of Highways, Streets and Bridges (TxDOT): SECTION 31 32 13.16 CEMENT STABILIZATION PART 1 GENERAL 1.1 SCOPE OF WORK A. This Section pertains to the specifications for cement stabilization of sandy or silty soil and consists of pulverizing, addition

More information

Asphalt Rubber Chip Sealing DRAFT MAINTENANCE SPECIFICATION. March 22, 2007

Asphalt Rubber Chip Sealing DRAFT MAINTENANCE SPECIFICATION. March 22, 2007 Asphalt Rubber Chip Sealing DRAFT MAINTENANCE SPECIFICATION March 22, 2007 Description: This work consists of furnishing and applying asphalt rubber binder followed by an application of treated cover aggregate

More information

PLANNED UNIT DEVELOPMENT, PLANNING APPROVAL & SUBDIVISION STAFF REPORT Date: June 4, 2015

PLANNED UNIT DEVELOPMENT, PLANNING APPROVAL & SUBDIVISION STAFF REPORT Date: June 4, 2015 PLANNED UNIT DEVELOPMENT, PLANNING APPROVAL & SUBDIVISION STAFF REPORT Date: June 4, 2015 NAME SUBDIVISION NAME CC Williams Plant Subdivision CC Williams Plant Subdivision LOCATION CITY COUNCIL DISTRICT

More information

Transportation, Engineering and Development Business Group Standard Construction Plan Notes for Development Projects January 2013

Transportation, Engineering and Development Business Group Standard Construction Plan Notes for Development Projects January 2013 Transportation, Engineering and Development Business Group Standard Construction Plan Notes for Development Projects January 0 The City of Naperville Transportation, Engineering and Development (TED) Business

More information

Fox Avenue Improvements From Gamebird Road to Dalton Street Bid # PROJECT SPECIFICATIONS TABLE OF CONTENTS

Fox Avenue Improvements From Gamebird Road to Dalton Street Bid # PROJECT SPECIFICATIONS TABLE OF CONTENTS Fox Avenue Improvements From Gamebird Road to Dalton Street Bid # 2016-04 PROJECT SPECIFICATIONS TABLE OF CONTENTS SECTION 100 GENERAL... 1 SECTION 200 MATERIALS... 1 CONSTRUCTION METHODS... 1 SECTION

More information

SEGMENTAL BLOCK RETAINING WALLS. Comply with Division 1 - General Provisions and Covenants, as well as the following:

SEGMENTAL BLOCK RETAINING WALLS. Comply with Division 1 - General Provisions and Covenants, as well as the following: SEGMENTAL BLOCK RETAINING WALLS PART 1 - GENERAL 1.01 SECTION INCLUDES Segmental Block Retaining Walls 1.02 DESCRIPTION OF WORK Constructing segmental block retaining walls. 1.03 SUBMITTALS Comply with

More information

SWIMMING POOL PERMIT AND INSPECTION REQUIREMENTS

SWIMMING POOL PERMIT AND INSPECTION REQUIREMENTS Building Inspections SWIMMING POOL PERMIT AND INSPECTION REQUIREMENTS Permit Applications Pool permit applications are now being accepted online at http://etrakit.flower-mound.com/. Starting November 1,

More information

SECTION CAST-IN-PLACE CONCRETE

SECTION CAST-IN-PLACE CONCRETE SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.01 SECTION INCLUDES A. The Contractor shall furnish all work and materials, including cement, sand and coarse aggregate, water, admixtures, curing

More information

SECTION 19 - TRENCH EXCAVATION, BEDDING AND BACKFILL TABLE OF CONTENTS

SECTION 19 - TRENCH EXCAVATION, BEDDING AND BACKFILL TABLE OF CONTENTS SECTION 19 - TRENCH EXCAVATION, BEDDING AND BACKFILL TABLE OF CONTENTS Section Page 19-1 TRENCH EXCAVATION...19.1 19-1.01 Exploratory Excavation...19.1 19-1.02 Trench Width...19.1 19-1.02.A Storm Drain

More information

Zoning Permits 11-1 ZONING PERMITS

Zoning Permits 11-1 ZONING PERMITS Zoning Permits 11-1 ZONING PERMITS (a) Building or structures shall be started, repaired, reconstructed, enlarged or altered only after a zoning permit has been obtained from the administrator and a building

More information

Addendum No. 1 Page 1 of 2

Addendum No. 1 Page 1 of 2 Addendum No. 1 Page 1 of 2 DATE: March 14, 2016 Joliet Junior College 1215 Houbolt Road Joliet, IL 60431 TO: Prospective Bidders SUBJECT: Addendum No. 1 PROJECT NAME: Parking Lot S7 Improvements JJC PROJECT

More information

Extraction and Sieve Analysis ( µm minus) Forming Marshall Specimens, Field Method

Extraction and Sieve Analysis ( µm minus) Forming Marshall Specimens, Field Method 3.56 COLD IN-PLACE RECYCLING 3.56.1 GENERAL This specification covers the requirements for Cold In-Place Recycling (CIR) which consists of reclaiming the existing asphalt pavement; sizing the reclaimed

More information

D-1 THE CITY OF HARRISBURG 1 1/2" MIN. ID-2 WEARING COARSE EXISTING STREET SURFACE AC-20 SEALER (ALL AROUND) 1 1/2" MIN. ID-2 BINDER COARSE

D-1 THE CITY OF HARRISBURG 1 1/2 MIN. ID-2 WEARING COARSE EXISTING STREET SURFACE AC-20 SEALER (ALL AROUND) 1 1/2 MIN. ID-2 BINDER COARSE EXISTING STREET SURFACE 1 1/2" MIN. ID-2 BINDER COARSE 1 1/2" MIN. ID-2 WEARING COARSE AC-20 SEALER (ALL AROUND) 8" CLASS A P.C. CONCRETE SAW CUT TOP OF CONCRETE SHALL MEET SURFACE OF EXISTING CONCRETE.

More information

CHAPTER 7 - INFRASTRUCTURE INSPECTION AND ACCEPTANCE... 2

CHAPTER 7 - INFRASTRUCTURE INSPECTION AND ACCEPTANCE... 2 CHAPTER 7 - INFRASTRUCTURE INSPECTION AND ACCEPTANCE... 2 7.1. GENERAL.... 2 7.1.1. Inspection Restriction Dates.... 2 7.1.2. Complete Improvements.... 2 7.1.3. Public Improvements.... 2 7.1.4. Warranty

More information

MANHOLES, VAULTS AND CATCH BASINS SECTION A. Section Soil and Aggregate Materials. C. Section Storm Drainage Systems

MANHOLES, VAULTS AND CATCH BASINS SECTION A. Section Soil and Aggregate Materials. C. Section Storm Drainage Systems SECTION 02607-1 1.0 GENERAL 1.1 SCOPE: A. This section covers the work necessary for the construction of sanitary and storm system manholes, catch basins, and miscellaneous concrete structures complete.

More information

BIO-AQUIFER STORM SYSTEM

BIO-AQUIFER STORM SYSTEM BIO-AQUIFER STORM SYSTEM Specifications for Construction PART 1 GENERAL 1.01 SECTION INCLUDES A. Providing labor, materials, tools and equipment to furnish and install a permeable concrete paving stone

More information

Section Safety Section Cleanup. None Required

Section Safety Section Cleanup. None Required January 2000 Page 1 of 6 PART 1 GENERAL 1.01 OTHER CONTRACT DOCUMENTS 1.02 DESCRIPTION OF WORK 1.03 RELATED SECTIONS PART 2 PRODUCTS The General Conditions of the Contract, General Requirements, and Supplemental

More information

INVITATION TO BID ON TOWN PAVING PROJECTS

INVITATION TO BID ON TOWN PAVING PROJECTS INVITATION TO BID ON TOWN PAVING PROJECTS Offers shall be clearly labeled Paving Bid and submitted to: Town of Madison Paving Bid Attn: Tim Curtis, Town Manager 26 Weston Ave Madison, ME 04950 Bid opening:

More information

APPLICATION FOR PUBLIC INFRASTRUCTURE PERMIT

APPLICATION FOR PUBLIC INFRASTRUCTURE PERMIT APPLICATION FOR PUBLIC INFRASTRUCTURE PERMIT Engineering Division 550 Landa Street New Braunfels, Texas 78130 (830) 221-4020 1. Subdivision Plat Name: Location Description/ Nearest Intersection: Acreage:

More information

STANDARD SPECIFICATION FOR CRIBLOCK CONCRETE CRIBWALL

STANDARD SPECIFICATION FOR CRIBLOCK CONCRETE CRIBWALL STANDARD SPECIFICATION FOR CRIBLOCK CONCRETE CRIBWALL 1. SCOPE 2. DESIGN 3. MATERIALS 4. CONSTRUCTION 5. METHOD OF MEASUREMENT AND PAYMENT SCOPE This Specification sets out requirements for the design,

More information

VALLEY COUNTY MINIMUM STANDARDS FOR PUBLIC ROAD DESIGN AND CONSTRUCTION

VALLEY COUNTY MINIMUM STANDARDS FOR PUBLIC ROAD DESIGN AND CONSTRUCTION VALLEY COUNTY MINIMUM STANDARDS FOR PUBLIC ROAD DESIGN AND CONSTRUCTION Adopted April 16, 2008 VALLEY COUNTY MINIMUM STANDARDS FOR PUBLIC ROAD DESIGN AND CONSTRUCTION TABLE OF CONTENTS DEFINITION OF TERMS...

More information

GUIDE SPECIFICATIONS For STRUCTURAL PRECAST HOLLOW CORE SLABS SECTION 03410

GUIDE SPECIFICATIONS For STRUCTURAL PRECAST HOLLOW CORE SLABS SECTION 03410 GUIDE SPECIFICATIONS For STRUCTURAL PRECAST HOLLOW CORE SLABS SECTION 03410 Note to user: These guide specifications are provided by Mid- States Concrete Products as a service to you; they are NOT specific

More information

CITY OF TROY CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587

CITY OF TROY CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587 CITY OF TROY DESIGN STANDARDS AND CONSTRUCTION SPECIFICATIONS PREPARED BY: F-7587 JANUARY 2010 TABLE OF CONTENTS SECTION 1 SECTION 2 SECTION 3 SECTION 4 SECTION 5 SECTION 6 APPENDIX ROADWAY DESIGN DRAINAGE

More information

LS 2519 CONCRETE PAVER PAVEMENT RECONSTRUCTION

LS 2519 CONCRETE PAVER PAVEMENT RECONSTRUCTION LS 2519 CONCRETE PAVER PAVEMENT RECONSTRUCTION A. Section Includes B. References C. Quality Assurance D. Submittals E. Delivery, Storage and Handling F. Environmental Conditions G. Summary H. Concrete

More information

SPECIFICATIONS FOR FULL DEPTH RECLAMATION WITH CALCIUM CHLORIDE

SPECIFICATIONS FOR FULL DEPTH RECLAMATION WITH CALCIUM CHLORIDE SPECIFICATIONS FOR FULL DEPTH RECLAMATION WITH CALCIUM CHLORIDE 1.0 DEFINITIONS The term Director [Superintendent, etc.] shall mean the Director of Public Works of the awarding authority. The term Designee

More information

BASED ON DFD MASTER SPECIFICATION DATED 2/24/2014

BASED ON DFD MASTER SPECIFICATION DATED 2/24/2014 1 0 1 0 1 0 1 SECTION 1. TRENCHING BASED ON DFD MASTER SPECIFICATION DATED // P A R T 1 - G E N E R A L SCOPE The work under this section shall consist of providing all work, materials, labor, equipment,

More information

2. A preconstruction meeting with the TWA s staff is required prior to initiating construction.

2. A preconstruction meeting with the TWA s staff is required prior to initiating construction. General: 1. Construct utilities in accordance to TWA approved plans and shop drawings. Any deviation from the approved plans shall be approved by the DEVELOPER S ENGINEER and TWA 2. A preconstruction meeting

More information

How to Select the Appropriate Pavement Rehabilitation Option. David Rettner, PE American Engineering Testing, Inc.

How to Select the Appropriate Pavement Rehabilitation Option. David Rettner, PE American Engineering Testing, Inc. 1 How to Select the Appropriate Pavement Rehabilitation Option David Rettner, PE American Engineering Testing, Inc. 2 Pavement Rehabilitation Selection Understanding the Problem 3 Pavement Assessment Pavement

More information

Contact Clark Public Utilities Construction Services department at (360) to initiate a request for service.

Contact Clark Public Utilities Construction Services department at (360) to initiate a request for service. CHAPTER3 Clark Public Utilities Commercial Electric Service Handbook Commercial Underground Services Preparing for the installation The following checklist will assist in preparing a project for the installation

More information

City of Brandon Division 2 Standard Construction Specifications Section January 2000 Page 1 of 10 SOIL CEMENT BASE COURSE PART 1 GENERAL

City of Brandon Division 2 Standard Construction Specifications Section January 2000 Page 1 of 10 SOIL CEMENT BASE COURSE PART 1 GENERAL January 2000 Page 1 of 10 PART 1 GENERAL 1.01 OTHER CONTRACT DOCUMENTS 1.02 DESCRIPTION OF WORK 1.03 RELATED WORK 1.04 APPROVALS PART 2 PRODUCTS 2.01 CEMENT 2.02 WATER The General Conditions of the Contract,

More information

EXPANDED POLYSTYRENE (EPS GEOFOAM) EMBANKMENT DIVISION 31 EARTHWORK

EXPANDED POLYSTYRENE (EPS GEOFOAM) EMBANKMENT DIVISION 31 EARTHWORK (Specifier Note: The purpose of this guide specification is to assist the specifier in correctly specifying AMVIC GEOFOAM products and execution. The specifier needs to edit the guide specifications to

More information

SPECIFICATIONS FOR SAND SEAL

SPECIFICATIONS FOR SAND SEAL SPECIFICATIONS FOR SAND SEAL 1.0 DEFINITIONS The term Director [Superintendent, etc.] shall mean the Director of Public Works of the awarding authority. The term Designee shall mean an employee of the

More information

ARTICLE XII RECREATIONAL VEHICLE PARK REGULATIONS

ARTICLE XII RECREATIONAL VEHICLE PARK REGULATIONS ARTICLE XII RECREATIONAL VEHICLE PARK REGULATIONS ARTICLE XII RECREATIONAL VEHICLE PARK REGULATIONS Section 1201 Applicability For the purpose of this Article, recreation vehicles and recreational vehicle

More information

HYDROGRID SUBSURFACE IRRIGATED HARTRU TENNIS COURTS

HYDROGRID SUBSURFACE IRRIGATED HARTRU TENNIS COURTS HYDROGRID SUBSURFACE IRRIGATED HARTRU TENNIS COURTS PART 1 - GENERAL WORK INCLUDED A. Provide all equipment and materials, and do all work necessary to construct a HydroGrid subsurface irrigated fastdry

More information

Austin Technical Manuals - Standard Specifications Preservation of Trees and Other Vegetation (610S) 03/27/2000

Austin Technical Manuals - Standard Specifications Preservation of Trees and Other Vegetation (610S) 03/27/2000 Austin Technical Manuals - Standard Specifications Preservation of Trees and Other Vegetation (610S) 03/27/2000 610S.1 This item shall govern the proper care and treatment of all trees and other vegetation

More information

CITY OF CAMDENTON OFFICE OF THE BUILDING OFFICIAL Commercial Building & Architectural Review Permit Application

CITY OF CAMDENTON OFFICE OF THE BUILDING OFFICIAL Commercial Building & Architectural Review Permit Application CITY OF CAMDENTON OFFICE OF THE BUILDING OFFICIAL Commercial Building & Architectural Review Permit Application DATE: / / PERMIT # REQUEST FOR: NEW BUILDING ADDITION REMODEL PLUMBING ONLY ELECTRIC ONLY

More information

EXCAVATION PERMIT CHECKLIST

EXCAVATION PERMIT CHECKLIST EXCAVATION PERMIT CHECKLIST Complete These Forms ST. LOUIS COUNTY/MUNICIPAL ZONING APPROVAL FOR PERMIT APPLICATION EXCAVATION PERMIT APPLICATION Present These Documents Drawing showing location of excavation

More information

Design of Rigid Pavements

Design of Rigid Pavements Traffic and Highway Engineering (ІІ) CVL 4324 Chapter 20 Design of Rigid Pavements Dr. Sari Abusharar Assistant Professor Civil Engineering Department Faculty of Applied Engineering and Urban Planning

More information

SECTION UTILITY MANHOLES AND STRUCTURES

SECTION UTILITY MANHOLES AND STRUCTURES SECTION 33 05 14 UTILITY MANHOLES AND STRUCTURES PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Precast reinforced concrete manholes and structures with tongue-and-groove joints with masonry transition

More information

CHAPTER 6. Sanitary Sewer

CHAPTER 6. Sanitary Sewer CHAPTER 6 Sanitary Sewer A. Introduction All proposed developments, subdivisions, and buildings must have a properly designed and constructed sanitary sewer collection system. The system shall provide

More information

BASE CONSTRUCTION MATERIALS A Aggregate

BASE CONSTRUCTION MATERIALS A Aggregate BASE CONSTRUCTION 2211 AGGREGATE BASE 2211.1 DESCRIPTION This work consists of placing aggregate base. 2211.2 MATERIALS A Aggregate... 3138 Provide the class of aggregate as required by the contract. 2211.3

More information

Narrow Modular Pavers (NMP) for Sand-Set Installations

Narrow Modular Pavers (NMP) for Sand-Set Installations The following specification refers to the Stepstone, Inc. product known as: Narrow Modular Pavers (NMP) for Sand-Set Installations Narrow Modular Pavers are part of the California Architectural Paver line

More information

SPECIAL NOTES FOR CONTRACT. Bidding Requirements and Conditions. Specifications Governing this Project

SPECIAL NOTES FOR CONTRACT. Bidding Requirements and Conditions. Specifications Governing this Project RES. NO. PROPOSAL FOR THE COMPLETION OF 2015-28 TO THE SATISFACTION OF THE BUTLER COUNTY COMMISSIONERS AND THE COUNTY ENGINEER: SAID WORK CONSISTING OF TYLERSVILLE ROAD IMPROVEMENTS, PHASE I TO THE COUNTY

More information