Plans.pdf
PDF 36 MB Posted
- Attached to
- Guardrail along Keystone Road
- Solicitation number
- 23-0114-ITB-CONSTRUCTION
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
The file is a detailed set of engineering plans (Plans.pdf) for a guardrail project in Pinellas County, Florida, involving the Florida Department of Transportation (FDOT). The project focuses on installing guardrails on the south side of Keystone Road from East Lake Road to the Pinellas/Hillsborough County Line, specifically to enhance safety along the recently constructed Tri-County Trail. The plans include multiple technical sheets detailing roadway layout, erosion control measures, stormwater pollution prevention, and traffic control notes, with project documentation dated August 24, 2022, and final review completed on September 22, 2022.
The engineering plans provide comprehensive technical specifications for guardrail installation, including detailed diagrams for inlet protection, erosion control, synthetic bale placement, and roadway grading. The project appears to be part of a broader transportation safety initiative, with multiple sheets documenting specific road segments ranging from station 259+00.00 to 407+40.00. The plans incorporate environmental protection measures such as filter fabric stabilization, sediment control, and stormwater management techniques. Additional project context is provided through signage details indicating speed limits, trail crossings, and safety notifications, including references to the Great Florida Birding Trail and an Adopt-a-Highway program.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Guardrail_along_Keystone_Road.pdf | ||
| Appendix_6_-_UWS.pdf | ||
| Section_I_-_Agreement.pdf | ||
| Topographic_Survey.pdf | ||
| Appendix_1-Permits.pdf | ||
| Section_E_-_Specifications.pdf | ||
| Invitation_to_Bid_(ITB).pdf | ||
| Section_F_-_Bid_Submittal_Sheet-protected.xlsx | XLSX spreadsheet |
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Text version
PID 005210A
PROPOSED GUARDRAIL AREA,
SOUTH SIDE OF KEYSTONE ROAD
from E. LAKE RD. to
PINELLAS/HILLSBOROUGH COUNTY LINE
FINANCIAL PID 000195A
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DESCRIPTION
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2" X 4" POST,
TYPICAL
2" X 4" HORIZONTAL RAIL,
TYPICAL @ 4' LONG, MAX.
MULTIPLE RAILS, AS
REQUIRED
5'
³ ³
M
I N
SYNTHETIC BALES
ELEVATION
BALE TIES
4" (MIN.)
EXISTING GRADE
F L O
W
SECTION ANCHORING BALES
WIRE TIE
ROUGH GRADING
FLOW
SHEET
SYNTHETIC BALES STAKED DOWN
STAKES
PARTIALLY COMPLETED INLET
PARTIALLY COMPLETED INLET
(TYPE II)
COMPLETED INLET
(TYPE I)
(TYPE I)
4" RECESS
INLET PROTECTION DEVICE
SYNTHETIC BALES
INLET PROTECTION DEVICE
SYNTHETIC BALES
INLET PROTECTION DEVICE
DRIP
LINE
TO DRIP
LINE
TO DRIP
LINE
18"± 18"±
TO
DRIP
LINE
TO
COMPLETED INLET
(TYPE II)
NTS
INLET PROTECTION
DEVICE
CURB &
GUTTER
DITCH BOTTOM
INLET
EXISTING ROADWAY
EDGE OF PAVEMENT
CONSTRUCT PAVED
TURNOUT (INDEX NO. 515).
MAY BE DELETED IF
APPROVED BY THE
ENGINEER
SLOPE TO DRAIN
BERM
SYNTHETIC BALES
50' STD.
NOTE: THESE DIMENSIONS ARE APPROXIMATE AND MUST BE
APPROVED BY THE PROJECT ENGINEER.
SWALE
SEDIMENT
PIT
APPROACH LENGTH
AS REQUIRED
FILTER FABRIC
TYPE D-1,
INDEX NO. 199
4"
MIN.
M
I N
15' OR 30'
AGGREGATE
TO DRAIN (0.1
FT/FT MIN.)
FILTER FABRIC
TO BE STABILIZED AS REQUIRED BASED
ON FLOW AND GRADE
COMPACTED BACKFILL
EXISTING OR TEMPORARY
SIDE DRAIN PIPE
FILTER FABRIC
5'
COVER PER
INDEX NO. 205
AGGREGATE
PIT VOLUME IS BELOW THE INLET ELEVATION
OR THE OUTLET ELEVATION, WHICHEVER IS
LOWER
2"X2" WOOD STAKES 2
PER BALE
WIRE OR NYLON BOUND
BALES
SECURELY BOUND BALES
REQUIRED FOR
DURABILITY
SINGLE ROW OF SYNTHETIC BALES TO BE
PLACED PRIOR TO THE START OF ROUGH
GRADING
ANGLE FIRST STAKE TOWARD
PREVIOUSLY LAID BALE &
PLACE TIGHTLY TOGETHER
CURB &
GUTTER
CURB &
GUTTER
CURB &
GUTTER
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| Sheets and Views |
| 1 F000195A - Key - Layout1 |
| 2 F000195A- GNNTRD01 - GENERAL NOTES 1 |
| 3 F000195A- GNNTRD01 - SWPPP 1 |
| 4 F000195A- GNNTRD01 - SWPPP 2 |
| 5 F000195A- GNNTRD01 - ERROSION CONTROL NOTES |
| 6 F000195A- GNNTRD01 - ERROSION CONTROL DETAILS |
| 7 F000195A-TYPRD01 - Layout1 |
| 8 Project Layout |
| 9 Project Layout |
| 10 Project Layout |
| 11 Project Layout |
| 12 Project Layout |
| 13 SH (259+00.00-264+60.00) |
| 14 SH (264+60.00-270+20.00) |
| 15 SH (270+20.00-275+80.00) |
| 16 SH (275+80.00-281+40.00) |
| 17 SH (281+40.00-287+00.00) |
| 18 SH (287+00.00-292+60.00) |
| 19 SH (292+60.00-298+20.00) |
| 20 SH (298+20.00-303+80.00) |
| 21 SH (303+80.00-309+40.00) |
| 22 SH (309+40.00-315+00.00) |
| 23 SH (315+00.00-320+60.00) |
| 24 SH (320+60.00-326+20.00) |
| 25 SH (326+20.00-331+80.00) |
| 26 SH (331+80.00-337+40.00) |
| 27 SH (337+40.00-343+00.00) |
| 28 SH (343+00.00-348+60.00) |
| 29 SH (348+60.00-354+20.00) |
| 30 SH (354+20.00-359+80.00) |
| 31 SH (359+80.00-365+40.00) |
| 32 SH (365+40.00-371+00.00) |
| 33 SH (371+00.00-376+60.00) |
| 34 SH (376+60.00-382+20.00) |
| 35 SH (382+20.00-387+80.00) |
| 36 SH (387+80.00-393+40.00) |
| 37 SH (393+40.00-399+00.00) |
| 38 SH (399+00.00-404+60.00) |
| 39 SH (404+60.00-407+40.00) |
| 40 F000195A- GNNTRD01 - TCP GENERAL NOTES |
| 2022-09-20T15:39:03-0400 | |
| Mona Gabriel, P.E. |
| 2022-09-20T15:40:28-0400 | |
| Mona Gabriel, P.E. |
| 2022-09-22T09:55:42-0400 | |
| Ariel Elvambuena | |
| I am the author of this document |
File details come from the government source that posted it. Updated .