PLANS_-_Sediment_and_Erosion_Control.pdf
PDF 365 KB Posted
- Attached to
- Ridgemoor Blvd and Brooker Creek at Brooker Creek Bridge #154153 Bridge Replacement Project (PID 005749A)
- Solicitation number
- 26-0506-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This is a Sediment and Erosion Control Plans document prepared for Pinellas County, Florida in connection with the Ridgemoor Boulevard and Brooker Creek Bridge #154153 Bridge Replacement Project. The plan, signed and sealed by Paul Q. Snead, P.E. (License No. 56982) of Michael Baker International, Inc., located in Orlando, Florida, outlines sediment and erosion control measures for the construction project. The document, dated April 2, 2026, details the placement of sediment barriers, floating turbidity barriers, and inlet protection devices within the limits of construction along Ridgemoor Boulevard. The plan specifies construction elements including an 18-inch CMP (Corrugated Metal Pipe), multiple 24-inch RCP (Reinforced Concrete Pipe) installations, 15-inch HDPE (High-Density Polyethylene) backflow pipe, and water control features identified as ST-1 through ST-6. The project scope includes the replacement of the current 120-foot flat slab bridge with a 135-foot structure, with construction activities beginning at Station 589+27.67 and ending at Station 589+57.71, encompassing approach slabs at the bridge terminus over Brooker Creek.
The sediment and erosion control plans are developed in accordance with Florida Administrative Code Rule 61G15-23.004 and represent the professional responsibility of the licensed engineer of record. This federally funded Local Agency Program (LAP) project is administered through the Florida Department of Transportation (FDOT) and includes related roadway and drainage improvements as part of the comprehensive bridge replacement initiative. The document was digitally sealed and signed on April 2, 2026, ensuring compliance with applicable state regulations and professional engineering standards for stormwater pollution prevention and environmental protection during the construction phase.
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Text version
IE=8.99'
END PIPE
C
M P
R
C P
R
C P
R
C P
24" RCP
R
C P
ST-2
ST-6
ST-4
BACK FLOW
H
D P E
WATER
WATER
WATER
WATER
ST-5
SD ST-3
U
ST-1
WATER
U
U
WATER
U
68 69
900 901
900900
590 591
� CONST. RIDGEMOOR BLVD.
� SURVEY RIDGEMOOR BLVD.
� CONST. PGL RT.
EXIST. R/W LINE STA. 587+93.67
BEGIN APPROACH SLAB
STA. 587+93.67
BEGIN BRIDGE No. 154153
END APPROACH SLAB
BEGIN PROJECT
STA. 589+27.67
BEGIN APPROACH SLAB
END BRIDGE No. 154153
END PROJECT
STA. 589+57.71
END APPROACH SLAB
B R
O O K
E R C
R E
E K
RIDGEMOOR BLVD.
SEDIMENT BARRIER
FLOATING TURBIDITY BARRIER
FLOATING TURBIDITY BARRIER
SEDIMENT BARRIER
BARRIER
SEDIMENT
SEDIMENT BARRIER
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
SRCC WORKSHEET
CL_CONST - PLAN 1 [SHEET] : c:\users\public\mbipw\5\dms22307\SWPPCN01.dgn
9:19:34 AM4/2/2026Katelynn.McKeel
ON ANY ELECTRONIC COPIES.
SIGNATURE MUST BE VERIFIED
ON THE DATE ADJACENT TO THE SEAL
SIGNED AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
PAUL Q. SNEAD, P.E. NO. 56982
ORLANDO, FLORIDA 32801
200 EAST ROBINSON STREET, SUITE 250
MICHAEL BAKER INTERNATIONAL, INC.
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
STATE OF
No 56982
ESNECIL
DAENS .Q LUAP
R E
E
NIGNE LANOIS
SEF
O R
P
ADIROL
F
| 2026-04-02T11:55:13-0400 | |
| PAUL Q SNEAD | |
| I agree to the terms defined by the placement of my signature on this document |
File details come from the government source that posted it. Updated .