Att_03-_Drawings.pdf
PDF 3 MB Posted
- Attached to
- Sidewalk replacement at Lassen Volcanic National P Federal contract opportunity
- Solicitation number
- 140P8421Q0109
About this file
This document provides details for a federal contract opportunity to replace sidewalks at Lassen Volcanic National Park. The National Park Service is seeking a contractor to remove and replace segments of existing sidewalk at two locations within the park. The contractor will be responsible for mobilization, demolition of existing sidewalk, installation of new sidewalk that is ADA compliant, and optional line items for sidewalk melting cables and an electrical system. The contractor must provide all labor, materials, equipment, testing and supplies to complete the work according to the specifications. The project value is estimated between $100,000 and $250,000. The solicitation is a total small business set-aside for NAICS code 237310 with a size standard of $39.5 million in annual receipts. Offers are due by the date specified in Section L of the solicitation.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140P8421Q0109_Amd_0002.pdf | ||
| Att_07-_Questions_and_Answers_0001.pdf | ||
| Att_06-_Horizontal_Drilling_Specifications_0001.pdf | ||
| Sol_140P8421Q0109_Amd_0001.pdf | ||
| Att_04-_Wage_Determination.pdf | ||
| Sol_140P8421Q0109.pdf | ||
| Att_01-_Quote_Sheet.pdf | ||
| Att_05-_Technical_Information_Form.pdf | ||
| Att_02-_Specifications.pdf |
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Text version
140P8421P0109 Att 03- Drawings
TYPICAL SIDEWALK SECTION
See Detail C
T
T
See Detail A or B
'B'
PLAIN JOINT
(Abutting Pavement Slabs)
'C'
CONTRACTION JOINT
4'' ± 1
16'' Saw Cut
4'' ± 18''
Saw Cut
A
A
Crack or Joint Line
DETAIL C
8'' to 5
16'' Saw Cut 4'' ± 18''
1 14'' ± 14''
Crack or Joint Line
4'' ± 1
16'' Saw Cut
1 14'' ± 14'' Saw Cut
4'' ± 18''
Crack or Joint Line
A
A
A
A
DETAIL B
(Saw cut formed by approved early concrete sawing equipment.)
DETAIL A
(Saw cut formed by conventional concrete sawing equipment.)
LEGEND
Existing Pavement
Proposed Pavement
LEGEND
Existing Pavement
Proposed Pavement
2" to 34''
Top of Pavement
SECTION A-A
(Detail at Edge of Pavement)
Unless specified otherwise, use 'CD' transverse contraction joints in mainline pavement when T is greater or equal to 8 inches. Use 'C' joints when T is less than 8 inches.
Edge with 1/8 inch tool for length of joint. For HT joint, remove header block and board when second slab is placed.
Saw 'CD' joint to a depth of T/3. Saw 'C' joint to a depth of T/4.
Edge with 1/4 inch tool for length of joint indicated if formed; edging not required when cut with diamond blade saw.
Resilient Joint Filler
See Detail F
1'' Nominal 'E'
1'' EXPANSION JOINT
DETAIL F
8''
Joint Filler - Foam
| LAVO 249160 - 266866 Design-Cover |
| LAVO 249160 - 266866 Design-C1 |
| LAVO 249160 - 266866 Design-C2 |
| LAVO 249160 - 266866 Design-C3 |
| LAVO 249160 - 266866 Design-C4 |
| LAVO 249160 - 266866 Design-E1 |
| LAVO 249160 - 266866 Design-E2 |
File details come from the government source that posted it. Updated .