S05 ALL A0003 RFIs Complete .docx
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- 36C10F22R0030
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SOLICITATION NUMBER 36C10F22R0030
PRE- PROPOSAL INQUIRY (PPI) FORM
INDIANTOWN GAP NATIONAL CEMETERY | PHASE 5 EXPANSION DEVELOPMENT
| RFI No. |
| Reference (Sect/Para/Page) |
| QUESTION |
| GOVERNMENT RESPONSE |
in BLUE
| 1. |
| G-E101 - G-E103 |
| Can the power feed from the existing maintenance building to the satellite maintenance building and pump house be directionally bored? |
| The duct bank as shown on sheets G-E101 – G-E105 is to be concrete encased per detail number 3 on E801. Directional boring is not permitted. |
| 2. |
| G-E101 - G-E103 |
| Old Cumberland Street is a heavily wooded on both sides of the road. This work will require both clearing, grading and E&S. There aren’t any civil drawings associated with this scope. Please provide drawings/details. |
| The electrical site plans (G-E101 – G-E105), E&S (G204 and G207), and landscape (L-100 – L-107) drawings have been updated to address the work required for installation of the concrete encased conduit along Old Cumberland Street. |
| 3. |
| RFI #79 |
| The answer to RFI # 79 States that all fill material for the in-ground cremains and traditional sections to be screened. What is the specification (Maximum size) for the screened material? What is the maximum size material for the topsoil? |
Screened fill is only required should the on site excavated material fail to meet the requirements of specification 32 20 00, 2.2 Materials, B Fills.
Topsoil shall meet the requirements of specification 32 90 00, 2.5. If materials meeting this requirement be available from stripped on site, material screening is not required.
| 4. |
| RFI #96 |
| RFI #96 clarifies the Oil/ Water separator as a 500-gal fiberglass tank. Is this to be used as the oil/water separator shown on drawing CS104 as structure # 93? This looks like a manhole, bur profile on sheet CU262 indicates this as an oil/water separator. Please clarify that this 500-gal fiberglass tank is the structure labeled #93? (There is a 15” RCP and 24” RCP into this structure and a 24” discharge and shows this as 11.6’ deep) |
| Structure #93 is a hydrodynamic oil/water separator per detail 9 on attached sheet DT506. The detail has been updated and is no longer in conflict with the proposed invert and rim elevations as shown on the profile. The sand and oil interceptor next to the proposed wash bay within the existing maintenance yard shall be in accordance with the 500 Gal fiber glass tank as specified in the specifications. |
| 5. |
| CS106 |
| Drawing CS106 shows a sand and oil interceptor next to the wash bay. Is this the 500-Gal fiberglass tank specified in section 22 13 00, 2.7.B? |
| The sand and oil interceptor next to the proposed wash bay within the existing maintenance yard shall be in accordance with the 500 Gal fiber glass tank as specified in the specifications. |
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