CHAPTER 10: STANDARD CONSTRUCTION SPECIFICATIONS
Section
   1.00   Trench excavation and backfill
   1.01   General
   1.02   Excavation classification
   1.03   Excavation for structures and appurtenances
   1.04   Trench excavation
   1.05   Rock excavation
   1.06   Rubble excavation
   1.07   Tunneling pipe
   1.08   Sheeting, shoring and bracing
   1.09   Dewatering
   1.10   Existing utilities
   1.11   Fences
   1.12   Tree removal
   1.13   Pavement removal
   1.14   Backfill for structures
   1.15   Trench backfill
   1.16   Access to streets and highways
   1.17   Pavement replacement
   1.18   Clean-up
   1.19   Measurement and pavement
   2.00   Sanitary sewers, storm sewers and appurtenances
   2.01   General
   2.02   Material tests
   2.03   Pipe materials and joints
   2.04   Manholes
   2.05   Catch basins
   2.06   Sump pump cleanouts
   2.07   Commencing of work
   2.08   Pipe installation
   2.09   Wye-branches
   2.10   Service connections
   2.11   Dead end of sewers
   2.12   Final cleaning and testing
   2.13   Abandoned structures
   2.14   Utility obstacles and special conditions
   2.15   Payment
   3.00   Water mains, force mains and appurtenances
   3.01   Installation
   3.02   Pressure pipe and fitting materials
   3.03   Gate valves and valve boxes
   3.04   Fire hydrants
   3.05   Pipe installation
   3.06   Setting valves, valve boxes, hydrants and fittings
   3.07   Sterilization
   3.08   Testing
   3.09   Service connections
   3.10   Tapping sleeves
   3.11   Separation from existing utilities
   3.12   Pavement
   4.00   Earthwork
   4.01   Description of excavation or grading
   4.02   Fills
   4.03   Preparation of subgrade
   4.04   Waste material
   4.05   Borrow material
   4.06   Subgrade repairs
   4.07   Existing surfaces
   4.08   Subgrade in cut
   4.09   Final grading
   4.10   Payment
   5.00   Pavement
   5.01   Drainable granular subbase
   5.02   Porous backfill
   5.03   Pipe for longitudinal and transverse subdrains
   5.04   Portland cement
   5.05   Fly ash
   5.06   Air entraining admixtures
   5.07   Water
   5.08   Reinforcing steel for joints
   5.09   Reinforcing mesh for slabs
   5.10   Fine aggregate
   5.11   Coarse aggregate
   5.12   Storage
   5.13   Portland cement concrete mix design
   5.14   Tests for concrete
   5.15   Concrete mixing
   5.16   Pavement classifications
   5.17   Forms
   5.18   Setting and removing forms
   5.19   Subgrade treatment
   5.20   Placing drainable granular subbase
   5.21   Construction of longitudinal and transverse subdrains
   5.22   Placing reinforcing mesh
   5.23   Placing of concrete
   5.24   Expansion joints
   5.25   Construction joints
   5.26   Contraction joints
   5.27   Longitudinal joints
   5.28   Joint sealing compound
   5.29   Hot weather protection
   5.30   Cold weather protection
   5.31   Final surface finish
   5.32   Curing methods
   5.33   Sawing, cleaning and filling joints
   5.34   Backfilling
   5.35   Final cleaning
   5.36   Deficient thickness
   5.37   Smoothness
   5.38   Payment
   6.00   Asphaltic concrete
   6.01   Pavement classifications
   6.02   Materials
   6.03   Submittals
   6.04   Tests for asphalt
   6.05   Pavement
   7.00   Concrete curb and gutter construction
   7.01   General items
   7.02   Expansion joints
   7.03   Contraction joints
   7.04   Construction joints
   7.05   Payment
   8.00   Public sidewalks
   8.01   Portland cement concrete
   8.02   Forms
   8.03   Expansion joints
   8.04   Contraction or dummy joints
   8.05   Final finish
   8.06   Curing methods
   8.07   Backfilling
   9.00   Surface restoration
   9.01   Erosion control along back of curb
   9.02   Measurement and payment