Annual Report of the Croton Aqueduct DepartmentThe Board, 1859 |
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Página 71
... fore bays , and in the waste weirs , and at the gate openings , for the gate frames , and for all labor therefor , for each square foot of cut surface cents per square foot . ( H. ) For wrought iron clamps and hoops or bands inserted in ...
... fore bays , and in the waste weirs , and at the gate openings , for the gate frames , and for all labor therefor , for each square foot of cut surface cents per square foot . ( H. ) For wrought iron clamps and hoops or bands inserted in ...
Página 78
... bays . ( b ) There will be two divisions , connecting with the east and west divisions of the reservoir , each subdivided into fore and back bays . ( c ) The fore bays will be separated by a wall fifteen feet wide , and the back bays by ...
... bays . ( b ) There will be two divisions , connecting with the east and west divisions of the reservoir , each subdivided into fore and back bays . ( c ) The fore bays will be separated by a wall fifteen feet wide , and the back bays by ...
Página 79
... fore bays ; it will be eight feet high by six feet wide , and eleven feet six inches long , extending over the waste well . ( p ) There will be an opening or well from the waste passage through the coping , two feet six inches by six ...
... fore bays ; it will be eight feet high by six feet wide , and eleven feet six inches long , extending over the waste well . ( p ) There will be an opening or well from the waste passage through the coping , two feet six inches by six ...
Página 80
... fore bays will be twenty - two feet wide , and that between the back bays eighteen feet wide . The aqueduct will be built on the north side of the gate - house , and carried through the aforesaid partition to the induction gate chamber ...
... fore bays will be twenty - two feet wide , and that between the back bays eighteen feet wide . The aqueduct will be built on the north side of the gate - house , and carried through the aforesaid partition to the induction gate chamber ...
Página 81
... fore bays will be lined with support walls ; these walls will extend to the height of the paving on the slopes of the reservoir banks . ( b ) The coping will be three feet wide and nine inches thick , the faces of the wall will have a ...
... fore bays will be lined with support walls ; these walls will extend to the height of the paving on the slopes of the reservoir banks . ( b ) The coping will be three feet wide and nine inches thick , the faces of the wall will have a ...
Otras ediciones - Ver todas
Annual Report of the Croton Aqueduct Department New York (City) Croton Aqueduct Board Vista completa - 1856 |
Términos y frases comunes
9 inches arches back bays basins and culverts Beekman Bleecker Bowery brick masonry Broadway Canal cents per cubic Coenties slip Common Council concrete contract contractor Croton Aqueduct Board Croton Aqueduct Department Croton Dam Croton river Croton water cubic feet cubic yards cut stone masonry dimension cut stone earth East river Eighth avenue Eleventh embankment engineer may direct excavation feet 6 inches feet 9 feet wide Fifth fore bays four feet Fourteenth Fourth avenue Fulton further agreed gate Greenwich half feet Houston Hudson hundred inches interior diameter labor therefor Lexington Lineal feet LOADS LOADS DATE materials and labor mortar Ninth north gate-house Number of sewers party pavement Pearl pieces pipe vaults reservoir Rivington rock SAND SCHEDULE Second avenue Seventh avenue six inches Sixth avenue specifications square street surface Tenth avenues Third avenue Thirty-ninth tion vitrified stone pipe walls Washington waste weirs West Wooster wrought iron York
Pasajes populares
Página 108 - Now, Therefore, the condition of the above obligation is such, that if the said shall well and truly, and in...
Página 76 - To prevent all disputes and litigation, it is further agreed by and between the parties to this contract that said engineer shall, in all cases, determine the amount or the quantity of the several kinds of work which are to be paid for under this contract...
Página 99 - Whenever the contractor is not present on any part of the work where it may be desired to give directions, orders will be given by the Engineer, and shall be received and obeyed by the superintendent or foreman who may have charge of the particular work in reference to which the orders are given.
Página 108 - ... bind ourselves, and each of our heirs, executors and administrators jointly and severally, firmly by these presents.
Página 108 - ... then this obligation to be void, or else to remain in full force and virtue of law.
Página 67 - ... no member of the common council head of department, chief of bureau, deputy thereof, or clerk therein, or other officer of the corporation, shall be directly or indirectly interested in any contract, work or business, or the sale...
Página 75 - ... of the first part, for the consideration hereinafter mentioned and contained, and under the penalty expressed in a bond bearing even date with these presents and...
Página 106 - Boston, for or on account of any injuries or damages received or sustained by any party or parties, by or from the said Contractor, his servants or agents...
Página 101 - If such alterations diminish the quantity of work to be done, they shall not constitute a claim for damages, or for anticipated profits on the work that may be dispensed with ; if they increase the amount of work, such increase shall be paid for according to the quantity actually done, and at the price established for such work under this contract...
Página 106 - 23. And the said party of the second part further agrees that he shall not be entitled to demand or receive payment for any portion of the aforesaid work or materials until the same shall be fully completed in the manner set forth in this agreement...