Exhibit_4_Roadway_Location_Summary_Revised_12.9.24.pdf
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- Solicitation number
- ITB-2025-1249
- Issued by
- Seminole County, Florida
About this file
The document is a Roadway Location Summary for PW 2309 Road Rehabilitation – Various Streets (2023), prepared for a municipal road improvement project in Florida. The summary details comprehensive road rehabilitation work for 31 different streets across a local jurisdiction, including microsurfacing, milling, resurfacing, base repairs, and associated infrastructure improvements. The project involves varying road lengths ranging from 187 to 3,791 feet, with road widths typically between 18 and 38 feet, and includes specific repair codes such as MSD (Microsurface Double), M1/SP1.50 (1.5" Mill and Overlay), and FDR (Full Depth Base Repair).
The project encompasses additional work beyond basic road rehabilitation, including sidewalk repairs, curb ramp installations, signage adjustments, striping modifications, and ADA pedestrian improvements at multiple locations. Specific enhancements include creating bike lanes on Avalon Boulevard, installing raised crosswalks, reconfiguring intersections, and replacing pavement surfaces. The document notes some roads have been removed from the current project scope for future capital projects. The final bid document is dated 12/9/2024, indicating a planned implementation in the 2023-2024 fiscal period, with detailed specifications for pavement types, repair depths, and overlay requirements.
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Text version
ROAD NAME FROM TO Repair Code Lanes Width
FT
Length
FT
White Edge
Stripe?
AVALON BLVD CRYSTAL BOWL CIR GUINEVERE DR MSD 2 28 3435 Y
AZALEA AVE SEMINOLA BLVD DEAD END FDR 2 (NC) 20 435 N
BAY ST FRANCES AVE DEAD END MSD 2 (NC) 24 389 N
BUTTON RD S US HWY 17-92 SEMINOLA BLVD M1/SP1.50 4,3 38 799 N
CAMELIA DR N WINTER PARK DR CUL DE SAC MSD 2 (NC) 24 476 N
CANTERBURY CIR AVALON BLVD AVALON BLVD M1/SP1.50 2 (NC) 23 2464 N
CHANEY CT CHANEY DR CUL DE SAC MSD/FDR 2 (NC) 24 187 N
CHANEY DR CRYSTAL BOWL CIR CUL DE SAC MSD 2 (NC) 24 831 N
FRANCES AVE IVEY RD CUL DE SAC MSD 2 (NC) 18 1020 N
HANCOCK CT N CYPRESS WAY CUL DE SAC MSD 2 (NC) 24 330 N
HOFFMAN CT N CYPRESS WAY CUL DE SAC MSD 2 (NC) 24 373 N
IVEY RD SEMINOLA BLVD CUL DE SAC MSD/FDR 2 20 648 N
LAKE ANN LN HOWELL BRANCH RD 100' N OF GALLIANO CIR MSD/FDR 3 36 625 N
LAKE ANN LN 100' N OF GALLIANO CIR TOWN LINE MSD 3, 2 19 656 N
LAKE ELLEN DR S US HWY 17-92 PLUMOSA AVE MSD 2 (NC) 24 1979 N
LAKE GRIFFIN CIR S US HWY 17-92 N CYPRESS WAY MSD/FDR 2 (NC) 24 1904 N
LAKE SHORE DR LAKE DR LAKE DR MSD 2 (NC) 23 1978 N
LAKE SHORE DR LOOP LAKE SHORE DR LAKE SHORE DR MSD/NEW 2 (NC) 24 804 N
LAURA ST LAKE KATHRYN CIR GEE CREEK BRIDGE M1/SP1.50 2 22 1582 N
N CYPRESS WAY NORTHERLY PLUMOSA AVE LAKE GRIFFIN CIR MSD/FDR 2 (NC) 24 802 N
N CYPRESS WAY SOUTHERLY W MELODY LN PLUMOSA AVE MSD/FDR 2 (NC) 24 1323 N
N LOST LAKE LN N TRIPLET LAKE DR NORRIS PL MSD 2 (NC) 20 683 N
OAK PARK PL N SUNSET DR CUL DE SAC M1/SP1.50 2 (NC) 22 1528 N
OLD OAK PT OAK PARK PL CUL DE SAC M1/SP1.50 2 (NC) 24 212 N
PLUMOSA AVE S US HWY 17-92 N CYPRESS WAY MSD 2 (NC) 24 1627 Y
QUEENS MIRROR CIR S WINTER PARK DR S WINTER PARK DR MSD 2 23 3791 N
S CYPRESS WAY NORMANDY RD W MELODY LN MSD 2 (NC) 21 1997 N
S EMBREY DR N SUNSET DR CUL DE SAC MSD 2 (NC) 23 555 N
SUNDOWN TRL BRIDLE PATH LAURA ST MSD/FDR 2 (NC) 24 3517 Y
SURREY RUN BRIDLE PATH BRIDLE PATH MSD/FDR/NEW 2 (NC) 24 1418 Y
Legend Micro & Base Repair (MSD/FDR)
M1 - 1.5" Avg Mill Depth M6 - 6" Avg Mill Depth
M6 - 6" Avg Mill Depth 4.5" Asphalt Type B 12.5 (OBG-05)
SP1.5 - 1.5" Overlay SP1.5 - 1.5" Overlay
MSD - Microsurface Double MSD - Microsurface Double
FDR - Full Depth Base Repair
NEW - New Full Depth Pavement Full Depth Base Repair (FDR)
M6 - 6" Avg Mill Depth
4.5" Asphalt Type B 12.5 (OBG-05)
SP1.5 - 1.5" Overlay
Additional Notes to Contractor:
1. This bid includes all sidewalks, curb ramps, curbs, signage adjustments, mill & resurface limits, and base repair limits, and all striping associated with the mill & resurface limits (crosswalks, edge stripes, centerline striping, stop bars, etc.)
3. All roads labeled to have "White Edge Stripe" to delineate 20' total width (10' lanes) with NO centerline striping except as noted/depicted in the plans, noted on the Inventory-Limits & Quantity Summary, or noted in the following notes.
2. This bid also includes the following work: Microsurfacing, new signage installation, and all striping associated with the microsurfacing limits.
PW 2309 Road Rehabilitation – Various Streets (2023)
Roadway Location Summary
4. Replace striping to match existing on the following roads: Button Rd, Lake Ann Ln, Laura St, & Queens Mirror Cir.
Final for Bid (12/9/2024)
8. On Avalon Blvd, delineate 20' (10' lanes) with white edge stripe and provide 4' from white edge stripe to the edge of pavement for use as bike lanes in both directions.
9. Additional striping/signage depicted on the plans for raised crosswalks at the followng locations: Plumosa Ave near US17-92, Plumosa Ave at N Cypress Way, Quail Pond Cir near Art House, Winter Park Drive near proposed Wheel Park.
New Full Depth Pavement (NEW)
12" Stabilization
6" Asphalt Type B 12.5 (OBG-09)
SP1.5 - 1.5" SP 9.5 (Level B)
10. Additional ADA & pedestrian improvements are depicted on the plans at the following locations: Sidewalk connection and at grade crosswalks on Quail Pond
Cir near Art House, Reconfiguration of Wyndham Way/Bridle Path intersection, Reconfiguration of Lakeshore Dr/Lakeshore Dr Loop intersections, and replacement of pavers with colored concrete crosswalks on Oxford Rd & Mark David Blvd.
5. Furnish and install blue RPMs at all hydrant locations.
6. Existing traffic loop assemblies on Button Rd at US17-92 shall NOT be impacted by construction activities. Limits of construction at the pavement change are shown on the plans, and clearly visible in the field.
7. The following roads have been removed from the limits of this project, and will be included upder separate cover for future capital projects: Colombo Dr, Pine
Knoll Ct, Orinda Ct, Sausalito Blvd, Tallwood Dr, Thornberry Dr, & Valmora Dr (Including Alpeen Dr).
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