{L 2 + 75.3} | | | | | |
| {L 3 + 25.3} | 430.09 | 482.75 | 1.12 | 5/18/05 | 5/25/05 |
| B {L 3 + 25.3} | | | | | |
| {L 3 + 74.9} | 104.85 | 125.50 | 1.20 | 6/14/05 | 6/16/05 |
| C {169 + 30.8} | | | | | |
| {169 + 74.8} | 163.59 | 183.00 | 1.12 | 7/10/05 | 7/13/05 |
| D {169 + 74.8} | | | | | |
| {170 + 28.8} | 104.95 | 119.25 | 1.14 | 7/14/05 | 7/19/05 |
| E {168 + 83.6} | | | | | |
| {169 + 30.8} | 92.55 | 107.25 | 1.16 | 7/26/05 | 7/28/05 |
| F {L 2 + 78.2} | | | | | |
| {L 3 + 19.6} | 335.60 | 397.75 | 1.18 | 9/19/05 | 9/24/05 |
| G {L 3 + 19.6} | | | | | |
| {L 3 + 56.9} | 228.42 | 278.00 | 1.22 | 9/26/05 | 9/29/05 |
| H {L 3 + 56.9} | | | | | |
| {168 + 83.5} | 23.16 | 28.00 | 1.21 | 9/29/05 | 9/29/05 |
|_________________|________|________|______|__________|__________|

Seventh Avenue.
________________________________________________________________
| 54 {164 + 27.6} | | | | | |
| {L 2 + 32.0} | 739.72 | 907.50 | 1.23 | 8/6/06 | 8/15/06 |
| 57 {L 2 + 10.3} | | | | | |
| {L 2 + 32.0} | 520.72 | 610.75 | 1.17 | 9/10/06 | 9/15/06 |
| 58 {L 1 + 87.1} | | | | | |
| {L 2 + 10.3} | 523.09 | 588.25 | 1.12 | 9/24/06 | 9/28/06 |
| 62 {L 1 + 87.1} | | | | | |
| {L 1 + 64.4} | 538.24 | 639.50 | 1.19 | 10/24/06 | 10/29/06 |
| 63 {L 1 + 42.4} | | | | | |
| {L 1 + 64.4} | 581.99 | 678.50 | 1.17 | 11/5/06 | 11/11/06 |
| 72 {L 1 + 42.4} | | | | | |
| {L 1 + 19.6} | 619.98 | 719.50 | 1.16 | 4/25/07 | 4/30/07 |
| 73 {L 1 + 19.6} | | | | | |
| {L 0 + 97.0} | 562.18 | 685.75 | 1.22 | 5/13/07 | 5/18/07 |
|_________________|________|________|______|__________|__________|

NOTE.--The number of cubic yards of crushed stone used in any section
can be found by multiplying the figure for that section in Column 10 by
0.7778. The number of cubi