midblock crossing of Ledge Street. The trail is expected to consist of an 8 foot wide pave
path constructed at grade with Everett Street to limit the need for new closed drainage
infrastructure.
e The contract plans will consist of approximately 26 sheets and will include the following:
Abutment A Plan and Elevation
o Title Sheet o
o NHDOT Standard Symbol Sheet (Masonry)
(1 of 2) o Abutment A Plan and Elevation
o NHDOT Standard Symbol Sheet (Reinforcing)*
(2 of 2) co Abutment B Plan and Elevation
o Project Notes (1 of 2) (Masonry)
o Project Notes (2 of 2)* o Abutment B Plan and Elevation
o Summary of Quantities* (Reinforcing)*
o Boring Location Plan o Bridge Section and Details
o Boring Logs (1 of 2) o Bridge Framing Plan
o Boring Logs (2 of 2) o Bridge Details (1 of 2)*
o Existing Conditions Plan o Bridge Details (2 of 2)*
o Typical Trail Sections co Trail Cross Sections (1 of 2)
o Typical Trail Details (1 of 2) o Trail Cross Sections (2 of 2)
o Typical Trail Details (2 of 2) eo Photometric Plan
o Trail Plan and Profile
o Bridge General Plan and
Elevation
Plans marked with an asterisk (*) will be included in the final submission and are not
required for Preliminary Plans.
e Client and NHDOT will be provided with paper copies of all submittals (four copies to Client
and two copies to the NHDOT).
e Construction phase services, such as shop drawing review and periodic site observations
or resident engineering services, are not included in this Proposal. We intend to submit a
Proposal for these services after the design phase services are completed if so requested.
¢ No additional right-of-way or land takings will be required for this project and no right-of-
way drawings will need to be prepared by Hoyle, Tanner.
e Hoyle, Tanner will not be required to coordinate, administer, document or apply for any
Public Interest Findings (PIF’s) on behalf of the Client. If any PIF’s are required, and
amendment to this Agreement may be required.
e A Shoreland Water Quality Protection Act Permit by Notification is the only state or federal
permit required for this project. An NHDES Standard Dredge and Fill Permit, Alteration of
Terrain (AOT), Site Specific Permit or EPA Phase II Stormwater Discharge Permits are not
required for this project.
e Roadway Drainage design shall consist of ditch or curb line flow and closed stormwater
system with catch basin and outfall pipes to the canal, mimicking the existing condition.
As the amount of project disturbance is not expected to exceed 100,000 square feet, the
project will not require applying for a Site Specific Alteration of Terrain (AoT) permit and
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