AI- 18579
6.A.
CC CONSENT
- Meeting Date:
- 11/24/2009
- Submitted For:
- Joe Pena
- Submitted By:
- Sandra Garcia, RIGHT OF WAY DEPT.
- Department:
CAPTION
1. City of Donna:
a. Sewer line will be constructed on Val Verde Grove S/D in the following streets: North Blvd., Main St. & South Blvd. The line will be laid as shown on attached preliminary plans. The 8 inch line will be centered on the north lane for Main St. & South Blvd. and on the south lane for North Blvd. The 15 inch will be constructed on Main St. generally on the center of the street adjacent to the 8 inch line.
b. Sewer line will be constructed on Village Grove S/D in the following streets: Kennard St. & Clark St. The line will be laid as shown on attached preliminary plans. Generally, the 8 inch line will be centered on the north lane of the streets.
c. Sewer line will be constructed on Valley View Estates Cabana Street. The line will be laid as shown on attached preliminary plans. Generally, the 8 inch line will be centered on the west lane of the street.
d. Sewer line will be constructed on South Point S/D in the following streets: Pine St.,Maple St.,Oak St.,
Fir St.,Mesquite St., Elm St.,Birch St., Dogwood St., Redwood St., Cottonwood St., & Boxwood St. The line will be laid as shown on attached preliminary plans. Generally, the 8 inch line will be centered on the south or west lane of the streets.
e. Sewer line will be constructed on Val Verde Road. The line will be laid as shown on the attached preliminary plans. Generally, the 8 inch & 15 inch lines will be centered on the west lane of the street.
f. Sewer line will be constructed on Benita Addition S/D in the following streets: Janneth St. & Olivarez St. The line will be laid as shown on the attached preliminary plans. Generally, the 8 inch line will be centered on the south or west lane of the streets.
2. North Alamo Water Supply:
a. Approximately 130' going east from the existing waterline on mile 14.5N, east of mile 6W then crossing mile 14.5N from north to south- Line Ext.- Noe Cantu-3/4" service connection
b. From mile 2W proposing to lay an 8" waterline on the south side of mile 17N on ROW for 1,784'
3. G & D Financial Services L.P. (Pueblo de Palmas at Mile 4 Phase I)
a. Contractor shall cross Circle 6th Street west with a 10" waterline approximately 786 feet north of county road.
4. G & D Financial Services L.P. (Pueblo de Palmas Phase 12)
a. Contractor shall cross Skinner Road with an 8" waterline approximately 266 feet South of FM 2812.
a. Sewer line will be constructed on Val Verde Grove S/D in the following streets: North Blvd., Main St. & South Blvd. The line will be laid as shown on attached preliminary plans. The 8 inch line will be centered on the north lane for Main St. & South Blvd. and on the south lane for North Blvd. The 15 inch will be constructed on Main St. generally on the center of the street adjacent to the 8 inch line.
b. Sewer line will be constructed on Village Grove S/D in the following streets: Kennard St. & Clark St. The line will be laid as shown on attached preliminary plans. Generally, the 8 inch line will be centered on the north lane of the streets.
c. Sewer line will be constructed on Valley View Estates Cabana Street. The line will be laid as shown on attached preliminary plans. Generally, the 8 inch line will be centered on the west lane of the street.
d. Sewer line will be constructed on South Point S/D in the following streets: Pine St.,Maple St.,Oak St.,
Fir St.,Mesquite St., Elm St.,Birch St., Dogwood St., Redwood St., Cottonwood St., & Boxwood St. The line will be laid as shown on attached preliminary plans. Generally, the 8 inch line will be centered on the south or west lane of the streets.
e. Sewer line will be constructed on Val Verde Road. The line will be laid as shown on the attached preliminary plans. Generally, the 8 inch & 15 inch lines will be centered on the west lane of the street.
f. Sewer line will be constructed on Benita Addition S/D in the following streets: Janneth St. & Olivarez St. The line will be laid as shown on the attached preliminary plans. Generally, the 8 inch line will be centered on the south or west lane of the streets.
2. North Alamo Water Supply:
a. Approximately 130' going east from the existing waterline on mile 14.5N, east of mile 6W then crossing mile 14.5N from north to south- Line Ext.- Noe Cantu-3/4" service connection
b. From mile 2W proposing to lay an 8" waterline on the south side of mile 17N on ROW for 1,784'
3. G & D Financial Services L.P. (Pueblo de Palmas at Mile 4 Phase I)
a. Contractor shall cross Circle 6th Street west with a 10" waterline approximately 786 feet north of county road.
4. G & D Financial Services L.P. (Pueblo de Palmas Phase 12)
a. Contractor shall cross Skinner Road with an 8" waterline approximately 266 feet South of FM 2812.
BACKGROUND
Fiscal Impact
Attachments
Form Review
| Inbox | Reviewed By | Date |
|---|---|---|
| Budget and Management | Erika Zamora | 11/18/2009 01:20 PM |
| Auditor's Office | lfong | 11/18/2009 03:45 PM |
- Form Started By:
- Saul Garcia
- Started On:
- 11/16/2009 02:54 PM
- Final Approval Date:
- 11/18/2009