Plans.pdf
PDF 3 MB Posted
- Attached to
- BAYSHORE DRIVE SEAWALL REPLACEMENT
- Solicitation number
- 252744AMS
- Issued by
- Sarasota County, Florida
About this file
The document is a comprehensive set of engineering plans for the Englewood Seawall Replacement Project located at 1211, 1199, and 1197 Bayshore Drive in Englewood, Sarasota County, Florida. The project involves the complete replacement of an existing seawall along Lemon Bay, with detailed technical drawings specifying the removal of the current seawall, installation of new reinforced concrete seawall sections, a stormwater outfall, and associated infrastructure. The plans, prepared by Aptim Environmental & Infrastructure LLC, include precise engineering specifications for cell reinforcement, concrete deadmen, return wall connections, expansion joints, and turbidity curtain installations, with all work to be completed in compliance with specific federal permit numbers.
The project drawings provide extensive technical details, including elevation measurements, specific materials requirements (such as 5000 psi concrete, steel reinforcement, and vinyl sheet piling), and construction methodologies. The site is located in a flood zone, and the design incorporates considerations for marine environment challenges, including maintaining existing dock structures and managing stormwater drainage. The plans are professionally sealed and digitally signed by a licensed Professional Engineer, indicating a high level of technical scrutiny and regulatory compliance. The project appears to be funded through local government infrastructure improvement initiatives, with a focus on coastal infrastructure resilience and environmental protection.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Project_Documents_252744AMS.pdf | ||
| GENERAL_CONDITIONS_CONSTRUCTION.pdf | ||
| Permits.pdf | ||
| Project_Map.pdf | ||
| Technical_Specifications.pdf | ||
| Other_Contract_Forms.pdf | ||
| NRCS_Hurricane_Ian_Repair_Grant_Provisions_.pdf |
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P635-DJ3449 N: 953558.59 E: 541257.87 ELEVATION 11.47'
004- AG9485 N: 971778.70 E: 532000.01 ELEVATION 11.45'
Douglas W Mann
Digitally signed by Douglas W Mann Date: 2024.12.09 18:11:12 -05'00'
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1211 BAYSHORE DR
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1199 BAYSHORE DR
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1197 BAYSHORE DR
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MANGROVES TO BE PRESERVED AND PROTECTED
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APPROXIMATE PROPERTY LINE
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APPROXIMATE PROPERTY LINE
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APPROXIMATE PROPERTY LINE
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30" DIA CONCRETE STORM WATER PIPE (LIMITS APPROXIMATE) TO REMAIN
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EXISTING SEAWALL TO BE REMOVED
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LEMON BAY
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EXISTING DOCK TO REMAIN
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PROJECT LIMITS
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PROJECT LIMITS
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FEMA FLOOD ZONE AE
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BAYSHORE DR
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EXISTING DOCK TO REMAIN
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EXISTING RIPRAP TO BE EXCAVATED TO ENTIRE DEPTH AND SALVAGED
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EXISTING DOCK TO REMAIN
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TURBIDITY CURTAIN
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CORNER CONNECTION DETAIL C SHEET DT-6
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CONSTRUCTION ACCESS
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EXISTING SEAWALL TO BE REMOVED
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PIPE INVERT = -3' NAVD
AutoCAD SHX Text STAKE LOCATION OF EXISTING RIPRAP EXISTING RIPRAP TO BE EXCAVATED TO ENTIRE DEPTH AND SALVAGED
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ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
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EXISITING CONDITIONS AND
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DOUGLAS W. MANN, P.E. NO, 44046
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CONCRETE DEADMEN (SEE DETAIL B-B' SHEET DT-2)
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30" DIA CONCRETE STORM WATER PIPE (LIMITS APPROXIMATE) TO REMAIN
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1211 BAYSHORE DR
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1199 BAYSHORE DR
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1197 BAYSHORE DR
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MANGROVES TO BE PRESERVED AND PROTECTED
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APPROXIMATE PROPERTY LINE
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LEMON BAY
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PROJECT LIMITS
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FEMA FLOOD ZONE AE
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TRULINE 800 SERIES VINYL SHEET PILE, OR EQUAL DEPTH TYP., CAP NOT SHOWN
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TURBIDITY CURTAIN
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CORNER CONNECTION DETAIL C SHEET DT-6
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CONSTRUCTION ACCESS
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INTSTALL ONE TRULINE 5° RADIUSCELL, OR EQUAL
AutoCAD SHX Text TRULINE 800 SERIES VINYL SHEET PILE, OR EQUAL (SEE A'-A DETAIL ON SHEET DT-1) CAP NOT SHOWN
AutoCAD SHX Text 150 KSI 1" DIA. ALL-THREAD BAR CONNECTING SEAWALL AND RETURN WALL (SEE DETAIL SHEET DT-5), FIELD VERIFY LENGTH
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INSTALL ONE TRULINE 5°RADIUS CELL, OR EQUAL
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ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
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GRAPHIC SCALE IN FT
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ELEVATION FEET (NAVD-88)
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CAP 3.5' NAVD (SEE CAP DETAIL ON DT-4)
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PLACE EXISTING RIPRAP IN FRONT OF SEAWALL AT 1V:2H SLOPE
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4.5'X5'X8" CONCRETE DEADMEN @5'O.C.
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EXISTING CROSS-SECTION
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ADD CLEAN BACKFILL AS NECESSARY TO MATCH EXISTING GRADE
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AutoCAD SHX Text 150 KSI 1" DIA. ALL-THREAD BAR (WILLIAMS FORM, OR EQUAL) COAT 16 MILS COAL TAR EPOXY
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BOTTOM OF CELL ELEV=-14
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FLUSH OR REMOVE ALL SOIL
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LEAVE 2' PLUG OF SOIL AT BOTTOM OF CELL
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CHANNEL BOTTOM=-2.0'
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MIRAFI 700X GEOTEXTILE, OR EQUAL WRAP TOE OF REVETMENT WITH GEOTEXTILE
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BOTTOM OF DEADMAN ELEV=-2.5' NAVD
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ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
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NUT W/ WASHER
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2" PVC SLEEVE
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AutoCAD SHX Text INSTALL ONE No. 4 BAR AT ELEV = -12' NAVD TO MAINTAIN ALIGNMENT OF BOTTOM OF REINFORCEMENT
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ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
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30" STORMWATER PIPE WITH MANATEE GRATE SUBMIT SHOP DRAWING FOR APPROVAL
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ELEVATION FEET (NAVD-88)
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TOP CAP STEEL CONTINUOUS ACROSS TOP OF PIPE SECTION
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CHANNEL BOTTOM=-4.5'
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ELEV. = -3.0' INVERT OF PIPE AT WATERWAY
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EL=-3.25'
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ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
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DATE
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DOUGLAS W. MANN, P.E. NO, 44046
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LANDWARD
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CONCRETE CAP
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MANATEE GRATE
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AutoCAD SHX Text No. 5 REBAR
AutoCAD SHX Text 8"
AutoCAD SHX Text No. 4 STIRRUP @ 12" O.C. (MAX WIDTH = 16", MAX HEIGHT = 10")
AutoCAD SHX Text
CHAMFER ALL CORNERS 0.75" X 0.75"
AutoCAD SHX Text INSTALL 18"X18" L No. 5 IN EACH CELL PRIOR TO POURING CELL CONCRETE
AutoCAD SHX Text 5000 psi CONCRETE
AutoCAD SHX Text 3"
AutoCAD SHX Text 9"
AutoCAD SHX Text
1" 150 KSI TIEROD @ 5" O.C.5" O.C.
AutoCAD SHX Text 6"x6"x0.5" STEEL PLATE INSTALL BEHIND TRULINE SHEET PILE WATERWARD REINFORCING
AutoCAD SHX Text
NUT FOR 1" DIA TIE-ROD
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EL = 3.5' NAVD
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BROOM FINISH
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WATERWARD LANDWARD LANDWARDLANDWARD
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CELL REINFORCEMENT SEE DT-2
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BAYSHORE DR
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DETAIL SHEET
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RS
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AS NOTED
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AutoCAD SHX Text Drawn by:
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DRAWING NO.
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AutoCAD SHX Text Submitted by:
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AutoCAD SHX Text Date
AutoCAD SHX Text Description
AutoCAD SHX Text
SHEET
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OF
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AutoCAD SHX Text
ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
AutoCAD SHX Text 631034360
AutoCAD SHX Text
DM
AutoCAD SHX Text 11/08/24
AutoCAD SHX Text Reference Files:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DM
AutoCAD SHX Text
DM
AutoCAD SHX Text
RS
AutoCAD SHX Text
STORMWATER OUTFALL PLAN VIEW DETAIL SCALE: 1" = 3'
AutoCAD SHX Text
CONCRETE CAP DETAIL SCALE: 1" = 1'
AutoCAD SHX Text
CERTIFICATION:
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AutoCAD SHX Text
NO CHAMFER TOP EDGE OF CONCRETE CAP
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CONCRETE CAP
AutoCAD SHX Text EXPANSION JOINT EVERY 30' STOP ALL REINFORCING STEEL AT JOINT. PROVIDE 4 INCHES OF CONCRETE COVER.
AutoCAD SHX Text
1" 150 KSI TIEROD
AutoCAD SHX Text 45°'
AutoCAD SHX Text
CONCRETE CAP
AutoCAD SHX Text 12"x6"x0.375" A572 STEEL PLATE, OR EQUAL
AutoCAD SHX Text 135°
AutoCAD SHX Text 7"
AutoCAD SHX Text INSTALL 1 No. 5 18" DOWEL IN CORNER OF CELL TOP OF No. 5 SHOULD MATCH TOP OF STEEL PLATE
AutoCAD SHX Text
NOTE: NOTCH TRULINE CELLS WHERE STEEL PLATE MUST PASS THROUGH
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BAYSHORE DR
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DETAIL SHEET
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RS
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AS NOTED
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DRAWING NO.
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AutoCAD SHX Text Date
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SHEET
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OF
AutoCAD SHX Text
AutoCAD SHX Text
ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
AutoCAD SHX Text 631034360
AutoCAD SHX Text
DM
AutoCAD SHX Text 11/08/24
AutoCAD SHX Text Reference Files:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DM
AutoCAD SHX Text
DM
AutoCAD SHX Text
RS
AutoCAD SHX Text
CONCRETE CAP EXPANSION JOINT DETAIL SCALE: 1" = 2'
AutoCAD SHX Text NOTES: 1. EXPANSION JOINT STOP ALL REINFORCING STEEL AT JOINT. PROVIDE 4 INCHES OF EXPANSION JOINT STOP ALL REINFORCING STEEL AT JOINT. PROVIDE 4 INCHES OF CONCRETE COVER. 2. INSTALL 0.5" EXPANSION JOINT MATERIAL FDOT SECTION 932, OR EQUAL, FULL SECTION INSTALL 0.5" EXPANSION JOINT MATERIAL FDOT SECTION 932, OR EQUAL, FULL SECTION OF CAP. 3. CAULK REMAINING JOINT AFTER CONCRETE CURE AND FORM REMOVAL. CAULK REMAINING JOINT AFTER CONCRETE CURE AND FORM REMOVAL. 4. NO EXPANSION JOINT WITHIN 2 FEET OF TIE-ROD.NO EXPANSION JOINT WITHIN 2 FEET OF TIE-ROD.
AutoCAD SHX Text
RETURN WALL DIAGONAL CONNECTION DETAIL SCALE: 1" = 1'
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CERTIFICATION:
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DATE
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CONCRETE CAP
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NO. 5 REBAR TOP AND BOTTOM
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NOTES FOR INTERIOR ANGLE A: TWO CORNERS A = 90°±VERIFY ANGLE BY FIELD MEASURMENT
AutoCAD SHX Text A
AutoCAD SHX Text
NO. 4 STIRRUP @ 12" O.C.
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NO. 5 L 36" X 36" TIE TO NO 5 REBARS TOP AND BOTTOM
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text
TRULINE U-CHANNEL, OR EQUAL.
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TRULINE MALE END CAP, OR EQUAL.
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TRULINE FEMALE END CAP, OR EQUAL.
AutoCAD SHX Text
STAINLESS STEEL BOLTS, NUTS, AND FLAT WASHERS AT 24" CENTERS
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MHW
AutoCAD SHX Text -2
AutoCAD SHX Text
AutoCAD SHX Text
CURTAIN FLOTATION (TYP.)
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TURBIDITY CURTAIN FDOT INDEX 103 TYPE 1
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EXISTING BOTTOM EL. VARIES
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ELEVATION (FT-NAVD)
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AutoCAD SHX Text
AutoCAD SHX Text -1
AutoCAD SHX Text
BAYSHORE DR
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DETAIL SHEET
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RS
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AS NOTED
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AutoCAD SHX Text Drawn by:
AutoCAD SHX Text Designed by:
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DRAWING NO.
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AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Checked by:
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Comm. No.:
AutoCAD SHX Text No.
AutoCAD SHX Text Date
AutoCAD SHX Text Description
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
AutoCAD SHX Text
ENGLEWOOD, SARASOTA COUNTY SEAWALL REPLACEMENT PROJECT
AutoCAD SHX Text 631034360
AutoCAD SHX Text
DM
AutoCAD SHX Text 11/08/24
AutoCAD SHX Text Reference Files:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
DM
AutoCAD SHX Text
DM
AutoCAD SHX Text
RS
AutoCAD SHX Text
CONCRETE CAP RETURN WALL TO SEAWALL DETAIL SCALE: 1" = 1'
AutoCAD SHX Text
RETURN WALL TO SEAWALL CONNECTION DETAIL C SCALE: 1" = 0.5'
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CERTIFICATION:
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DATE
AutoCAD SHX Text
DOUGLAS W. MANN, P.E. NO, 44046
TURBIDITY CURTAIN DETAIL D SCALE: 1" = 2'
File details come from the government source that posted it. Updated .