Phase_1_General_Plans_A_Updated_81826.pdf
PDF 1 MB Posted
- Attached to
- Alexander Island Park-Phase 1-Uplands
- Solicitation number
- 32-26
- Issued by
- Volusia County, Florida
About this file
This document is a set of general construction plans and technical drawings for Alexander Island Park Phase 1 in DeBary, Florida. The plans include detailed specifications for pile installation, framing systems, ramp and boardwalk construction, and foundation details. The drawings feature multiple cross-sections and detail views at various scales, including pile plans at 5/16" = 1'-0", framing plans, typical section details, and foundation connection specifications. The project utilizes 4,000 PSI reinforced concrete with specified bar sizes ranging from #3 to #10, and includes tidal datum references based on USGS water data from May 7, 2024, with NAVD 88 as the reference datum for DeBary, Florida.
The RFP solicits sealed proposals from qualified contractors to construct specific upland improvements including an operations building with ADA-compliant ramp and stairs, fencing, and landscape improvements. The construction plans and specifications referenced in the RFP are contained within these technical drawings, which provide the detailed engineering requirements for the structural work. The project encompasses pile-supported construction with header wall connections, typical ramp edge details at and between piles, entry boardwalk sections, joist splice details, and foundation-to-pile connection specifications necessary for implementing the improvements outlined in the request for proposal.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| OPs_AccessLAFencing_Bid_Set.pdf | ||
| L3.02_HARDSCAPE_PLAN.pdf | ||
| RFP_3226Exhibit_I__Bid_Price_Sheet.xlsx | XLSX spreadsheet | |
| RFP_3226__Alexander_Island_ParkPhase_1Uplands.pdf |
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Text version
AL
EX
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D
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IS
LA
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D P
AR
K
- P H
AS
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G
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S0.01
BAR
SIZE
OTHER BARS
4,000 PSI
#3 #4 #5 #6 #7 #8 #9
#10
25" 33" 41" 49" 71" 81" 91"
TIDAL DATUM
DEBARY, FLORIDA
ATLW (2009)
NAVD 88 (REFERENCE DATUM)
ATHW (1998)
FROM U.S.G.S. WATERDATA
DATED MAY 7, 2024
103"
20" 25" 32" 38" 55" 63" 71" 80"
TOP BARS
4,000 PSI
OHW
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A B C D E F G
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SCALE:
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PILE PLAN
5/16" = 1'-0"
S3.01
A B C D E F G
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AA
BB
CC
A1
A2
F.1
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G.1 H
J J.1
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SCALE:
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FRAMING PLAN
5/16" = 1'-0"
S3.00
S3.00
S3.00
S3.00
--B A
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S3.00
SCALE:
S3.00
HEADER WALL CONNECTION
1-1/2" = 1'-0"
SCALE:
S3.00
TYPICAL RAMP EDGE DETAIL (@ PILE)
3/4" = 1'-0"SCALE:
S3.00
TYPICAL RAMP EDGE DETAIL (BETWEEN PILES)
3/4" = 1'-0"
SCALE:
S3.00
SECTION AT ENTRY BOARDWALK
3/4" = 1'-0"
TOP VIEW SIDE VIEW
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S3.01
SCALE:
S3.01
TYPICAL FOUNDATION DETAIL
1-1/2" = 1'-0" SCALE:
S3.01
TYPICAL JOIST SPLICE DETAIL
N.T.S.
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