Attachment 2: MMB Statement of Work Appendix 1 db389

SOW-MOD/MODE Canal Repairs- Appendix 1
Tables below list the ID number, locations, canal deficiencies along the MOD/MODE, and the intended repairs. Refer to location map on Reclamation drawing 423-303-60188 for which structures along MOD/MODE are labeled for reference points/benchmarks, accordingly. In tables below canal Left (L) and Right (R) are referenced with view downstream. Images are available upon request. Dimensions listed below are approximated and to be field verified with the Contractor present; dimensions will be rounded to the nearest ½ foot.
Note: All station values for MOD and MODE portions with ‘+’’ are in feet from the nearest downstream structure, towards the north and east direction (i.e. upstream).
Table 1. Required MOD Canal Repairs

MOD ID

K-11

Station
+2000

Deficiency
Broken Panels L

Intended Repair (Estimated)
Replace broken panels L.
125’x8’=1000 sf
165’x12’=1980 sf

SOW - MOD/MODE Canal Repairs - Appendix 1

Table 2. Required MODE Canal Repairs

MODE ID

5-8

Station
+3150

5-9

+4195

6-1

+450

6-4

+1850

6-5

+1930

7-1

+735

7-4

+1965

7-5

+2600

7-5.1

+2750

7-5.2

+3000

7-6

+3315

7-8

+3900

8-1

+60

9-3

+350

9-6

+1390

Deficiency
Severely broken panels L. ~3,150’ upstream of
Chapay Bridge.
Top of panel broken R. ~4,195’ upstream of
Chapay Bridge.
Two broken panels R. ~450’ upstream of Strand
Ave Bridge
Broken panel and cracked panel adjacent R.
~1,850’ upstream of Strand Ave Bridge
Two broken panels L. ~1,930’ upstream of Strand
Ave Bridge
Three broken panels L. ~735’ upstream of Ave D
Bridge
Three and a half broken panels L. ~1,965’
upstream of Ave D Bridge.
One half broken panels L. ~2,600’ upstream of
Ave D Bridge.
Two and a half broken panels L. ~2,750’ upstream
of Ave D Bridge.
One half broken panels L. ~3,000’ upstream of
Ave D Bridge.
Broken panel R. ~3,315’ upstream of Ave D
Bridge.
Two broken panels L. ~3,900’ upstream of Ave D
Bridge.
Uplifting (crack) at center of panel L. ~60’
upstream of Vehicle Bridge.
Uplifted (broken) panel L. ~350’ upstream of
Check Structure
Two and a half broken panels R. ~1,390’
upstream of Check Structure

Intended Repair (Estimated)
Demo two existing panels, rebuild.
24’x12’ =288 sf.
Demo three existing half panels, rebuild.
36’x6’=216 sf.
Sawcut and demo 1.5 existing panels, rebuild.
18’x12’ =216 sf.
Demo one existing full panel, rebuild.
12’x13’ =156 sf.
Sawcut and demo 1.5 existing panels, rebuild.
60’ crack seal upstream direction. 19’x13’ =247