Warren Addition-CS 870919 ~~WARREN CT CULDESAC PROJECT.
SEP 19 General Notes
·
1. The two portions of the culdesac will be constructed on either
side of an existing concrete street which has curb and gutter.
2. The curb will be saw cut by 18" from back of curb.
3. Reinforcement connection to the existing slab will be by lapping
new steel with existing a minimum of 18 rounds or 12 inches.
If steel does not exist doweling will be required.
4. Saw joints for the control of cracking will be required every
20' to 25' minimum. Ail joints will be sealed.
5. All construction shall conform to ~the City of Coppell's Standard
Construction Details.
6. A one year maintenance bond will be required upon acceptance
of this project. The bond shall be 10% of the total project.
Contractor will provide certification and verification that
the project is free of liens prior to payment and acceptance
of the project.
7. Contractor must maintain access to the residence at the end
of Warren Drive at all times. Street closure will nOt be
permitted.
8. Location of all utilities will be the sole responsibility
of the contractor.
9. The contractor will be responsible for grades to meet the
specifications on the plans.
10. After award of the contract, the contractor will provide owner
with Certificate of Insurance.
11. Contractor will be required to furnish borrow on this project.
12. Block out will be furnished for the hydrant valve. Do not
move. Will probably have to be lowered.
13. Hydrant to be relocated north of its present location within
the 10' utility easement and 3' beyond the edge of the proposed
40' radius pavement by the City of Coppell.