Plans.pdf

PDF 47 MB Posted Oct 2, 2025

Attached to: Nathan Benderson Park Shoreline Stabilization South and East
Solicitation number: 252754FB
Issued by: Sarasota County, Siesta Key CDP, Florida

About this file

Written by GovTribe AI · Oct 13, 2025

The file is a detailed set of construction plans for the Nathan Benderson Park South Shoreline Stabilization Phase 2 project in Sarasota, Florida. The project involves constructing revetments along multiple sections of the park's shoreline, including Section 4 (South Baseline Stations 6+65 to 16+75 and East Baseline Stations 2+20 to 18+75) and Section 7 (South Baseline Station 1+50 to West Baseline Station 3+00). The plans specify technical details for shoreline stabilization, including proposed revetment edges at elevation 23' NAVD88, turbidity curtain installation, existing revetment adjustments, clean fill addition, and re-sodding with Bahia grass. Additional elements include preserving wetland plants, installing twelve SKS 16 SSP sheet piles with concrete caps, and managing the shoreline transition zones.

The project is funded through multiple sources, including the Florida Department of Environmental Protection, Community Development Block Grant, State Revolving Funds, Florida Department of Transportation Local Agency Program, and Southwest Florida Water Management District. The contract has a 180-calendar day timeline for substantial completion, with liquidated damages of $400 per day for substantial completion delays and $100 per day for final acceptance delays. Contractors must demonstrate significant prior experience, with minimum qualifications including completed riprap or revetment projects valued at $1,000,000 or more. The project site is located at 5851 Nathan Benderson Circle in Sarasota and spans approximately 602.6 acres. The county encourages local hiring, recommending contractors hire at least 15% local residents from Sarasota, Manatee, or Charlotte Counties, and requires compliance with environmental and construction permit requirements from the Southwest Florida Water Management District and the U.S. Army Corps of Engineers.

View the file

Other files

File	Type	Posted
631010013-NBP-PERMITS_STAGING092525_Addendum_2.pdf	PDF	Sep 29, 2025
252754FB_General_Conditions_Addendum_1.pdf	PDF	Sep 23, 2025
Supporting_Attachments_–_A_–_Attachment_A_Grant_Funded_Terms_and_Conditions.pdf	PDF	Aug 28, 2025
252754FB_Plans.pdf	PDF	Aug 11, 2025
252754_Permit_Information.pdf	PDF	Aug 11, 2025
252754FB_Technical_Specifications.pdf	PDF	Aug 11, 2025
252754FB_Supplemental_General_Conditions.pdf	PDF	Aug 11, 2025
252754FB_General_Conditions.pdf	PDF	Aug 11, 2025
252754FB_Other_Contract_Forms.pdf	PDF	Aug 11, 2025
252754FB_Solicitation_Documents.pdf	PDF	Aug 11, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SECTION 1

PLAN SET

NATHAN BENDERSON PARK

SOUTH SHORELINE STABILIZATION PHASE 2

SARASOTA, FLORIDA

INDEX TO SHEETS

SOUTH SHORE

BOAT RAMP

ATHLETES DR

WORLD CHAMPIONSHIP DR

GRAPHIC SCALE IN FT

3001500

SECTION 4 LIMITS

SECTION 7 LIMITS

EAST SECTION

LIMITS

3001500

SECTION 4 LIMITS

SECTION 7 LIMITS

LIMITS

50250

WATERWARD EDGE OF PROPOSED

REVETMENT

SECTION 7: CONSTRUCT REVETMENT

SOUTH BASELINE STA: 1+50 TO

WEST BASELINE STA. 3+00

PER SHEETS XS-1 TO XS-3

LANDWARD EDGE OF

PROPOSED REVETMENT

AT EL. 23' NAVD88

ADJUST EXISTING

REVETMENT AS NEEDED

FOR SMOOTH TRANSITION

TURBIDITY CURTAIN INSTALLED

FOR PROPOSED CONSTRUCTION

ACTIVITY IN SECTION 7

OHWL AT

EL. 21' NAVD88

SECTION 4: CONSTRUCT REVETMENT

SOUTH BASELINE STA. 6+65 TO STA. 16+75

PER SHEETS XS-4 TO XS-6

WATERWARD EDGE OF

PROPOSED REVETMENT

LANDWARD EDGE OF

PROPOSED REVETMENT

AT EL. 23' NAVD88

ADD CLEAN FILL AND

RE-SOD WITH BAHIA

ADJUST EXISTING

REVETMENT AS NEEDED

FOR SMOOTH TRANSITION

TURBIDITY CURTAIN INSTALLED

FOR PROPOSED CONSTRUCTION

ACTIVITY IN SECTION 4

SECTION 4: CONSTRUCT

REVETMENT SOUTH

BASELINE STA. 6+65 TO STA.

16+75 PER SHEETS XS-4 TO

XS-6

WATERWARD EDGE OF

PROPOSED REVETMENT

LANDWARD EDGE OF

PROPOSED REVETMENT

AT EL. 23' NAVD88

ADD CLEAN FILL AND

RE-SOD WITH BAHIA

ADJUST EXISTING

REVETMENT AS NEEDED

FOR SMOOTH TRANSITION

TURBIDITY CURTAIN INSTALLED

FOR PROPOSED CONSTRUCTION

ACTIVITY IN SECTION 4

SECTION 4: CONSTRUCT REVETMENT

EAST BASELINE STA. 2+20 TO STA. 18+75

PER SHEETS XS-7 TO XS-10

WATERWARD EDGE OF

PROPOSED REVETMENT

LANDWARD EDGE OF

PROPOSED REVETMENT

AT EL. 23' NAVD88

PRESERVE

WETLAND PLANTS

ADJUST EXISTING

REVETMENT AS NEEDED

FOR SMOOTH TRANSITION

REVETMENT

TRANSITIONS

TO WETLAND

PLANTER

TURBIDITY CURTAIN

INSTALLED FOR

PROPOSED

CONSTRUCTION

ACTIVITY IN EAST

SECTION

OHWL AT

EL. 21' NAVD88

SHEET PILE INSTALLATION NOTES:

1. CONTRACTOR SHALL VERIFY END LIMITS WITH OWNER OR ENGINEER PRIOR TO DRIVING SHEET PILE

2. UNDERGROUND UTILITIES ARE IN THE VICINITY AND WILL NEED TO BE LOCATED

3. RELOCATE THE PARK SIGNS AS NEEDED

INSTALL TWELVE (12) SKS 16

SSP WITH A CONCRETE CAP

ALONG EDGE OF GRAVEL

PATHWAY

SECTION 4: CONSTRUCT REVETMENT

EAST BASELINE STA. 2+20 TO STA. 18+75

PER SHEETS XS-7 TO XS-10

WATERWARD EDGE OF

PROPOSED REVETMENT

LANDWARD EDGE OF

PROPOSED REVETMENT

AT EL. 23' NAVD88

PRESERVE

WETLAND PLANTS

TURBIDITY CURTAIN INSTALLED

FOR PROPOSED CONSTRUCTION

ACTIVITY IN EAST SECTION

SECTION 4: CONSTRUCT REVETMENT

EAST BASELINE STA. 2+20 TO STA. 18+75

PER SHEETS XS-7 TO XS-10

WATERWARD EDGE OF

PROPOSED REVETMENT

LANDWARD EDGE OF

PROPOSED REVETMENT

AT EL. 23' NAVD88

PRESERVE

WETLAND PLANTS

TURBIDITY CURTAIN INSTALLED

FOR PROPOSED CONSTRUCTION

ACTIVITY IN EAST SECTION

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 0+25 S-BASELINE 45° to NE

85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165

SECTION 7

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 1+40 S-BASELINE

25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105

SECTION 7

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 1+10 W-BASELINE

50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 2+10 W-BASELINE

50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135

SECTION 7

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 2+75 W-BASELINE

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 2+00 W-BASELINE 45° to NE

30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115

SECTION 7

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 7+65 S-BASELINE

60 65 70 75 80 85 90 95 100 105 110 115 120 125 130

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 9+60 S-BASELINE

55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130

SECTION 4

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 10+50 S-BASELINE

60 65 70 75 80 85 90 95 100 105 110 115 120 125 130

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 12+33 S-BASELINE

60 65 70 75 80 85 90 95 100 105 110 115 120 125 130

SECTION 4

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 13+40 S-BASELINE

60 65 70 75 80 85 90 95 100 105 110 115 120 125 130

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 16+35 S-BASELINE

60 65 70 75 80 85 90 95 100 105 110 115 120 125 130

SECTION 4

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 2+60 E-BASELINE

85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 3+80 E-BASELINE

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 5+90 E-BASELINE

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160

EAST SECTION

Doug las W Mann

Digitally signed by Douglas W Mann Date:

2025.10.02 11:12:17 -04'00'

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 8+90 E-BASELINE

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 10+80 E-BASELINE

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160

EAST SECTION

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 16+20 E-BASELINE

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160

N (N

-F

DISTANCE ALONG PROFILE (FEET)

REVETMENT ENHANCEMENT STATION 17+75 E-BASELINE

75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160

EAST SECTION

N (N

-F

EAST SECTION

WETLAND PLANTER DETAIL

DISTANCE FROM BASELINE (FEET)

135 140 145 150130125120

N (N

-F

REVETMENT (TYP.) DETAIL

DISTANCE FROM BASELINE (FEET)

110 115 120 12510510095

File details come from the government source that posted it. Updated Oct 13, 2025.