252754FB_Plans.pdf
PDF 47 MB Posted
- Solicitation number
- 252754FB
- Issued by
- Sarasota County, Siesta Key CDP, Florida
About this file
The document is a detailed plan set for the Nathan Benderson Park South Shoreline Stabilization Phase 2 project located in Sarasota, Florida. The project involves revetment construction, breakwater construction, steel sheet pile installation, and upland backfill and restoration along the southern and eastern shorelines of Benderson Lake. The plan set includes multiple sections (Section 4, Section 7, and East Section) with specific station limits, elevation details, and construction specifications. Key construction activities include constructing revetments at varying baseline stations, installing sheet piles, preserving wetland plants, adding clean fill, re-sodding with Bahia grass, and installing turbidity curtains to manage construction activities.
The plan set provides precise technical details for the shoreline stabilization project, including elevation specifications at NAVD88 datum, waterward and landward edge details, and specific construction notes. Contractor responsibilities include verifying end limits with the owner or engineer, locating underground utilities, and relocating park signs as needed. The project involves installing twelve SKS 16 SSP (sheet piles) with a concrete cap along the gravel pathway. The construction approach emphasizes environmental consideration, with provisions for preserving wetland plants and using turbidity curtains to minimize environmental impact during construction activities.
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Text version
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
W
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
W
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
W
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
W
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
W
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
W
EL
EV
AT
IO
N (N
AV
D
-F
EE
T)
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
EL
EV
AT
IO
N (N
AV
D
-F
EE
T)
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
AT
IO
N (N
AV
D
-F
EE
T)
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
EL
EV
AT
IO
N (N
AV
D
-F
EE
T)
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
AT
IO
N (N
AV
D
-F
EE
T)
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
EL
EV
AT
IO
N (N
AV
D
-F
EE
T)
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
AT
IO
N (N
AV
D
-F
EE
T)
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
EL
EV
AT
IO
N (N
AV
D
-F
EE
T)
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
SECTION 4
AT
IO
N (N
AV
D
-F
EE
T)
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
EL
EV
AT
IO
N (N
AV
D
-F
EE
T)
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
AT
IO
N (N
AV
D
-F
EE
T)
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
EL
EV
AT
IO
N (N
AV
D
-F
EE
T)
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
AT
IO
N (N
AV
D
-F
EE
T)
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
AT
IO
N (N
AV
D
-F
EE
T)
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
EL
EV
AT
IO
N (N
AV
D
-F
EE
T)
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
AT
IO
N (N
AV
D
-F
EE
T)
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
EL
EV
AT
IO
N (N
AV
D
-F
EE
T)
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
AT
IO
N (N
AV
D
-F
EE
T)
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
EL
EV
AT
IO
N (N
AV
D
-F
EE
T)
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
AT
IO
N (N
AV
D
-F
EE
T)
EAST SECTION
WETLAND PLANTER DETAIL
DISTANCE FROM BASELINE (FEET)
135 140 145 150130125120
AT
IO
N (N
AV
D
-F
EE
T)
REVETMENT (TYP.) DETAIL
DISTANCE FROM BASELINE (FEET)
110 115 120 12510510095
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