EXHIBIT I.pdf
PDF 3 MB Posted
- Solicitation number
- ITB-10500
- Issued by
- Leon County, Florida
About this file
This document appears to be a set of permit drawings for a seawall repair and addition project located at Environmental Road in Ebro, Florida. The project is being conducted by the Washington County, Florida government. The key details include:
The scope of work involves repairing an existing 85-foot seawall and constructing 280 linear feet and 230 linear feet of new seawall along Otter Creek. The drawings provide details on the construction of the new seawall sections, including the use of galvanized W6x20 steel pilings, pressure-treated 6x6 horizontal supports, and 3x8 rough-cut pressure-treated planks. The project must comply with the 2023 Florida Building Code. The drawings are dated August 28, 2024 and were prepared by architect C. Dennis Evans. The owner is the Florida Forest Service, and the parcel ID number is 00000000-00-6159-0000.
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Other files
| File | Type | Posted |
|---|---|---|
| 76 Addendum 2.pdf | ||
| 76 Addendum 1.pdf | ||
| ITB FFS 24 25 76 VIP.pdf |
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Text version
This item has been digitally signed and sealed by Carl Dennis Evans on the date on the seal.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
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PROJECT NO.
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REVIEWED BY
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DATE OF ISSUE
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CDE
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PREPARED BY
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REVISIONS
AutoCAD SHX Text 3704 thomas drive panama city beach, florida 32407 p. o. box 9597 (850) 235-3012
AutoCAD SHX Text architectural registration - florida 7074 georgia 4094 alabama 3225 ncarb 25.341
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c. dennis evans
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WASHINGTON CROSSING
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SEAWALL REPAIR / ADDITION FOR:
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3 SHEETS TOTAL
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ENVIRONMENTAL ROAD, EBRO, FL 32437
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PERMIT DRAWINGS
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SEAWALL PROJECT
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GENERAL LOCATION
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VICINITY MAP
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PANAMA
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CITY BEACH
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SITE LOCATION
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GENERAL NOTES
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SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
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DEVIATIONS TO THE DRAWINGS NOT APPROVED IN WRITING BY THE ARCHITECT
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CONDITIONS INDICATED ON THE DRAWINGS THAT WOULD AFFECT THE QUALITY
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DISCREPANCIES DISCOVERED BETWEEN ACTUAL CONDITIONS AND
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THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY INCONSISTENCIES OR
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TO THE ARCHITECT PRIOR TO AND DURING CONSTRUCTION.
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CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT DISCREPANCIES
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CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE 2023 FLORIDA
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BUILDING CODE, 8TH EDITION
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DRAWING SHEET INDEX
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SEAWALL REPAIR / ADDITION FOR:
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TITLE SHEET / SITE PLAN
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JURISDICTION: WASHINGTON CO. FL
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AS1.1
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ARCHITECTURAL SITE PLAN
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EBRO, FL 32437
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PROJECT INFORMATION
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SEAWALL REPAIR / ADDITION FOR: WASHINGTON CROSSING
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WASHINGTON
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FLORIDA
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EBRO
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ENVIRONMENTAL RD.
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EBRO, FL 32437
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OWNER:
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WASHINGTON CO0. FL
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FLORIDA FOREST SERVICE
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FINISH ELEVATION MARK
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DETAIL / ENLARGED VIEW
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ELEVATION MARK
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SHEET DETAIL IS DRAWN ON
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DETAIL NUMBER
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PROJECT NORTH
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SECTION NUMBER
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SHEET SECTION IS DRAWN ON
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SECTION
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LEGEND
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OF THE WORK.
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PARCEL ID# 00000000-00-6159-0000
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FLOOR PLAN & SCHEDULES
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FOUNDATION PLAN & DETAILS
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WASHINGTON CROSSING
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ENVIRONMENTAL ROAD
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EL.X.XX'
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SEAWALL PROJECT
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SEAWALL PROJECT
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GENERAL
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VICINITY
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SITE
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SITE PLAN
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SCALE: 1" = 50'-0"
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OTTER CREEK
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BUCKHORN BRANCH
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EXISTING SEAWALL 85'
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NEW PROPOSED SEAWALL = 280' (MEASURED ALONG PATH)
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NEW PROPOSED SEAWALL = 230' (MEASURED ALONG PATH)
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CYPRESS LAKE
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OTTER CREEK
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POOL
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BUCKHORN BRANCH
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OPP.H.
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ALL LUMBER IN THIS PROJECT SHALL BE ROUGH SAWN AND 1.5 CCA TREATED
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ALL METALS USED IN THIS PROJECT SHALL BE HOT DIPPED GALVANIZED.
AutoCAD SHX Text NOTE: CONTRACTOR SHALL REPAIR EXISTING RETAINING WALL AND BACKFILL AS REQUIRED. SEE GENERAL NOTE 7.
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AutoCAD SHX Text CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXTENT OF REPAIR REQUIRED TO RESTORE EXISTING RETAINING WALL TO FULLY FUNCTIONAL USING LIKE MATERIALS.
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AutoCAD SHX Text GALVANIZATION SHALL CONFORM TO THE FOLLOWING: ASTM A123 - GENERAL IRON AND STEEL PRODUCTS ASTM A153 - SMALL PARTS ASTM A767 - REINFORCING STEEL (REBAR)
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PROJECT NO.
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AutoCAD SHX Text 3704 thomas drive panama city beach, florida 32407 p. o. box 9597 (850) 235-3012
AutoCAD SHX Text architectural registration - florida 7074 georgia 4094 alabama 3225 ncarb 25.341
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c. dennis evans
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WASHINGTON CROSSING
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RETAINING WALL SECTION
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WATER LEVEL
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MATCH TOP OF EXISTING RETAINING WALL
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16" MIN.
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EXISTING EDGE OF PATHWAY 1' TO 5'
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MAX. ANGLE PER 10' SECTION AS REQUIRED TO FOLLOW CREEK BED
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7" MIN. ANCHOR PILING
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P.T. 2X12 CAP CONT. (DRAWN CUT TO SHOW CONSTRUCTION BELOW)
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EDGE OF EXISTING PATHWAY
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DISTANCE VARIES
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TREES, SHRUBS AND ROOTS. CUT AS REQUIRED TO INSTALL NEW WALL
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TREES, SHRUBS AND ROOTS. CUT AS REQUIRED TO INSTALL NEW WALL
AND FOLLOW EXISTING AVERAGE BERM GRADE ALONG PATH OF NEW WALL.
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PROJECT NO.
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PREPARED BY
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REVISIONS
AutoCAD SHX Text 3704 thomas drive panama city beach, florida 32407 p. o. box 9597 (850) 235-3012
AutoCAD SHX Text architectural registration - florida 7074 georgia 4094 alabama 3225 ncarb 25.341
AutoCAD SHX Text & planning
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c. dennis evans
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WASHINGTON CROSSING
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SEAWALL REPAIR / ADDITION FOR:
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3 SHEETS TOTAL
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ENVIRONMENTAL ROAD, EBRO, FL 32437
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PERMIT DRAWINGS
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SEAWALL PROJECT
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P.T. 6X6 HORZ. SUPPORT @ 36" O.C. VERT. SET INSIDE FLANGE OF GALV. W6X20 PILING
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GALV. W6X20 PILING
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CAP DETAIL
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4" CRUSHED LIMESTONE COMPACTED BASE OVER FILTER BABRIC
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HORIZONTAL STRUCTURAL FILTER FABRIC OVER COMPACTED EARTH FILL (85% PROCTER)
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COMPACTED EARTH FILL (85% PROCTER) TO 4" BELOW WALL CAP
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SLOPE CAP TO OTTER CREEK
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COMPACTED EARTH FILL (85% PROCTER)
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(1) 6" GALV. LAG BOLT @ ALL INTERSECTION OF 6X6 AND 3X8
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FILTER CLOTH ANCHOR DETAIL
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COMPACTED EARTH FILL
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USE CONTINUOUS SAKCRETE BAGS TO ANCHOR BASE OF FILTER FABRIC
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WATERLINE (VARIES)
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WATERLINE (VARIES)
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WALL TIE-IN DETAIL
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SCALE: 1 1/2" = 1'-0"
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" GALV. THREADED 34" GALV. THREADED ROD
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GALV. W6X20 PILING BEYOND
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ROUGH SAWN PRESSURE TREATED 3X8 VERTICAL PLANK DRIVEN TO NOTED ELEVATION
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(NOTE: CONSIDER STEEL SUPPLIER PRE-DRILLING 1" HOLE PRIOR TO GALVANIZING )
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NEW COMPACTED STRUCTURAL FILL
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END OF EXISTING RETAINING WALL
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NEW RETAINING WALL
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EXISTING END PILE
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REMOVE EXISTING RETURN AS REQUIRED TO DRIVE NEW PILE ADJACENT AS SHOWN
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NEW W6 GALV. PILE DRIVEN ADJACENT TO EXISTING
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EXISTING 2X12 CAP. TIE INTO NEW CAP
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" GALV. THREADED 34" GALV. THREADED ROD
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P.T. 2X12 CAP
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P.T. 2X12 CAP
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EXISTING P.T. 2X12 CAP
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GUARD RAIL TO BE INSTALLED BY OWNER, N.I.C.
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12'-6" (LIMITS OF COMPACTED STRUCTURAL FILL)
REMOVE EXIST EARTH AS REQ'D TO INSTALL ANCHOR. REFILL WITH STRUCTURAL FILL (85% (85% PROCTER)
| 2024-09-05T14:15:40-0500 | |
| Carl D Evans |
| 2024-08-28T12:26:17-0500 | |
| Carl D Evans |
| 2024-08-28T12:26:47-0500 | |
| Carl D Evans |
File details come from the government source that posted it. Updated .