1163.02 CONSTRUCTION PROCEDURES AND MATERIALS.
   (a)   Pre-Construction Meeting. A pre-construction meeting with the City is required. The Developer/Owner, his contractor, his engineer, and representatives from utility companies involved shall be present at the meeting. It shall be the Developer’s responsibility to arrange the preconstruction meeting.
   (b)   Materials. All work and materials shall conform to the Ohio Department of Transportation, (ODOT) Construction and Material Specifications, and the Standards and Specifications of the City of Urbana, Ohio.
   (c)   Inspections.
      (1)   Definition. “Inspect”, “inspection” is the visual observation or observation by instrument of construction to permit the City or its representative to render his or her professional opinion as to whether the contractor is performing the services in a manner indicating that, when completed, the services will be in accordance with the City of Urbana Subdivision Regulations, Construction Standards and Drawings, and Design Criteria. Such observations shall not be relied upon in any part as acceptance of the services, nor shall they relieve any party from fulfillment of customary and contractual responsibilities and obligations.
      (2)   Periodic inspection. Periodic inspection during the installation of improvements shall be made by the City to ensure conformity with the approved plans and specifications as required by these and other regulations. The Developer/Owner shall notify proper City officials at least twenty-four (24) hours before each phase of the improvements is ready for inspection. The presence and/or absence of an inspector during construction shall not relieve the Developer/Owner and/or contractor from full responsibility of required improvements to the City of Urbana Construction Standards and Drawings and to the satisfaction of the City.
      (3)   Inspections shall be as follows:
         A.   Sanitary sewer.
            1.   Sanitary pipe and manhole installation
            2.   Lateral location
            3.   Proper backfill installation
            4.   Air test sanitary lines
            5.   Vacuum test manholes
            6.   Deflection test on PVC sewers
         B.   Water main.
            1.   Water main installation
            2.   Valve installation
            3.   Hydrant installation
            4.   Restraining glands and/or blocking installation
            5.   Service installation and location
            6.   Pressure test
            7.   Disinfection
            8.   Proper backfill installation
         C.   Storm sewer.
            1.   Storm sewer installation
            2.   Manhole and catch basin installation
            3.   Field tile connections
            4.   Proper backfill installation
            5.   Individual storm outlet location, if applicable
         D.   Roadway.
            1.   Subgrade preparation
            2.   Subgrade undercutting
            3.   Subbase installation
            4.   Street coring operations
            5.   Curbing installation
            6.   Sidewalk and approach installation
            7.   Prime coat application
            8.   Asphalt installation
      (4)   Weight and delivery tickets shall be furnished to the City to substantiate the type, quantity, and size of material used.
   (d)   Responsibility. All work shall be under the control and supervision of the Developer/Owner until written final approval is given by the City.
   (e)   Final Inspection. Upon completion of all the improvements, the Developer/Owner shall request, in writing, a final inspection by the City. The final inspection shall be performed by officials from the City with the Developer. The Developer’s engineer and the Developer’s contractor will be present.
SUBDIVISION INSPECTION
SUBDIVISION ___________________________________________________________
DATE ____________________________ INSPECTOR _______________________
This list could vary depending upon the types of construction included in the project. This is a sample list (not all-inclusive) of items in which an inspector may utilize.
 
DESCRIPTION
REMARKS
A.
PRIOR TO INSPECTION
 
Review plans, special provisions, construction & material manuals and specifications that apply to your assigned duties.
 
Discuss your responsibility & authority with the project engineer.
 
Discuss notification, changes, connections, delays, rejections, and tolerances.
 
 
DESCRIPTION
REMARKS
B.
PRE-CONSTRUCTION CONFERENCE
 
Attendees:
City Representatives, Developer/Owner, Engineer, Contractor, Superintendent, Foreman, Utility Companies
 
Discuss phasing & schedules
 
Discuss materials
 
Discuss coordination
 
Discuss safety (public & job)
 
Discuss responsibilities
 
C.
SANITARY SEWER & LATERALS TO R/W
 
Check pipe type & quality
 
Trench condition
 
Straight alignment & joints
 
Bedding
 
Proper initial backfill
 
Proper backfill
 
Prohibit groundwater from entering sanitary
 
Wye installation & location
 
Air test mainline & laterals
 
Mandral test on PVC
 
D.
SANITARY MANHOLE
 
Check type & condition
 
Steps condition & alignment
 
Cone type & condition
 
Risers precast/mastic
 
Casting - rim & lid
 
Proper pipe connection
 
Installation with O-rings
 
Installation on good base
 
Proper backfill, compacted granular under or near roadway
 
Exfiltration test
 
Rim & risers to proper finish grade
 
Chimney Seal
 
E.
WATER MAIN
 
Type & condition
 
Valve type & condition
 
Hydrant type & condition
 
Trench condition
 
Pipe alignment & joints
 
Air release valves
 
Isolation Valve installation & location
 
Hydrant assemble installation & location
 
Restrained, as needed
 
Bedding
 
Initial backfill, compacted granular
Proper backfill, compacted granular under or near roadway
Pressure test
Purification test
Valve & hydrant operation
Laterals:
Corp stop
K-copper
Curb stop
Meter set
Compacted granular backfill
Proper backflow prevention
Backflow prevention devices
 
 
 
DESCRIPTION
REMARKS
F.
STORM SEWER
 
Check pipe type, size, & quality
 
Check catch basin & grate type, size, & quality
 
Check manhole type, size, & quality
 
Trench condition
 
Straight alignment & joint sealing
 
Bedding
 
Proper initial backfill
 
Proper backfill, compacted granular under or near roadway
 
Proper connection to catch basin & manholes
 
C.B. set in good horizontal & vertical alignment with curbs
 
Slope & grade: Review control stakes & adjacent terrain for drainage.
 
Field tile & other pipes reconnected & noted on plans
 
G.
ROADWAY
 
Subgrade:
 
All topsoil removed in roadway
 
Compacted granular or clay fill only
 
Proper cross slope
 
Proper elevation
 
Free of roots, large stones, & excess dust
 
Proper compaction
 
Proofroll or density test, if soft undercut and/or underdrains.
 
Subbase:
 
Proper material
 
Compacted in appropriate layers
 
Density test, if soft
 
Protect subgrade from being rutted or damaged
(back in over subbase & blade, if necessary)
 
Proofroll subbase before prime coat
 
Measure elevation & cross slope
Surface:
Appropriate moisture & temperature conditions
Visual inspection of material (be aware of acceptable
temperature range of mix & compensation)
Proper distribution & roller
Proper prime coat
Lay in proper layer
Watch joints & overlaps
Seal against concrete curbs, etc.
Measure elevation & cross slope
Keep traffic off for 24 hours, if possible
 
 
 
DESCRIPTION
REMARKS
H.
FIXED STRUCTURES, CURBS, SIDEWALK, HEADWALL, ETC.
Determine proper concrete mix
Appropriate moisture & temperature conditions
 
Check all underground portions
 
Check backfill, operation, & material
 
Check subgrade
 
Check subbase under curbs
 
Review requirements for reinforcing steel
 
Check all reinforcement
 
Check all dowels
 
Check for expansion joints
 
Be aware of time concrete was batched & allowable time for placement
 
Observe mix & placement
 
Observe finishing procedure
 
Needs curing material ASAP
 
If required, check cold weather protection
 
Needs saw joints ASAP
 
Note when forms are removed
 
I.
MISCELLANEOUS
 
Keep daily logs
 
Pre-mark all existing utilities
 
Reconnect all existing utilities
 
Mark ends of all laterals in field-Contractor’s responsibility
 
Mark ends of all laterals on plans
 
Restoration
 
Grade to drain
 
Check trench settlement
 
   
Seeding & Mulching
 
Erosion Control
 
Inlets
 
Outlets
 
Curb lines
 
Ditches
 
Basins
 
Final check for debris & flow
 
Sanitary sewer
 
Storm sewer, manhole, & catch basin
 
Curb lines
 
(Ord. 4206. Passed 1-24-06.)