A-3.
A-4.
A-7.
A-9.
Underwater inspection of the accessible portions of the abutments will not be necessary.
The structures to be reviewed are limited to the following structures:
e Andrews bridge behind soccer fields
e Anniversary park
e =Boardwalk
e Central Street Bridge
e East Mill Pond Bridge
e East Pond Overlook
e = Field Grove
e High School South Pedestrian Bridge
e = Lincoln park
e Overlook nearest 7th St
e Seventh Street
e Spine Road
e §=Stellos
e Testa bridge
e West Mill Pond Bridge
e Whipple St Elliot A Carter bridge
e =Retaining wall along Franklin Street (east of Front Street)
Recommended maintenance, rehabilitation or replacement activities will be based on current
environmental regulations and guidelines.
Excluded from this project are the following services, but not limited to: structural analysis,
subsurface investigation, preparation of design drawings/plans, contract documents and/or
specifications; bid phase services; permitting; and construction phase engineering services.
Field topographic survey and/or creation of existing condition base plans is not required and will
not be performed. Hand sketches will be prepared during site visits to the bridges, as necessary,
to document measurements and observations.
Hydrologic and/or hydraulic analyses of the bridges will not be performed. Recommendations
for span length of replacement structures over water (if replacement is recommended) will be
based on environmental permitting requirements, the estimated bankfull width of the
waterbody, and Hoyle, Tanner’s experience with similar projects.
The final assessment letter report will be emailed to the Client if pdf format.
Project Specific Client Responsibilities
CR-1.
Provide Hoyle, Tanner with available information for each structure such as plans, reports, and
maintenance or repair records.
Page 9
K:\Marketing\Marketing By Town or Client\Nashua_NH\City On-Call Task Order Contract\Task #1 - Structural Investigations\O-Contract\Proposal Documents\Task Order #1
Scope.docx
