Parking Lot Improvements
Druhill Professional Center | 611 Druid Rd E, Clearwater, FL 33756 | Pinellas County
Phased Duration
~6 Weeks
Weather & Cure Buffers Excluded
Work Phases
4
Demo → Concrete → Overlay → Stripe
Buildings on Campus
7
All Kept Accessible
Plan Sheets
13
Pennoni CE Set 4/15/26
Bid Due
TBD
Awaiting Owner ITB
Overall Progress
0%
Project Owner
Resource Property Management
- Property manager for Druhill Professional Center
- 28100 US Hwy 19 N, Suite 200, Clearwater, FL 33761
- (727) 796-5900
- Project site: 611 Druid Rd E, Clearwater, FL 33756
Engineer of Record
Pennoni Associates, Inc.
- Jason Sheridan, PE — issues addenda & RFI responses
- 5755 Rio Vista Drive, Clearwater, FL 33760
- (727) 325-1257 · Florida COA 7819
- Plan set: DRUPC25001, dated 4/15/26 (13 sheets)
- Surveyor: Robert F. Dubois, PSM (Pennoni Winter Haven)
Contractor
Firm Foundations Asphalt & Concrete LLC
- Arthur Wilmoth — Senior Project Manager
- Joe Santerelli — Project Manager (Primary On-Site)
- 10701 N Nebraska Ave, Tampa, FL 33612
- 813-853-6597 · CBC1267421
Scope Summary
Full Mill-and-Overlay + Concrete Rehab
- Mill existing asphalt 1½″ across all parking bays & drive lanes
- Curb replacement (integral + straight) at ~20 marked BEGIN/END segments per plans
- Sidewalk removal & replacement per FDOT Index #109
- New ADA curb ramps with detectable warning surface per FDOT Index #522-002
- Trench-drain pipe replacement under sidewalks (~8 locations)
- CMU dumpster enclosure wall repairs (2 locations)
- 1½″ SP asphalt overlay across all bays
- Thermoplastic pavement markings (6″ white per Index #120)
- ADA pavement markings + signs (Index #118 & #119) + wheel stops (#117)
- (2) 8′ rubber speed bumps at 2 locations (4 total units)
- Swing gates removed & replaced at 2 dumpster enclosures
- Erosion control: silt fence, tree barricades, inlet sediment protection
MOT & Site Coordination
Active 7-Building Professional Office Campus
- Property remains occupied and open during construction — tenants & visitors on site daily
- Work sequenced in sections by building group to keep parking & access open
- Minimum 48-hour written notice to tenants before any lane or bay closure
- Milling & paving lifts scheduled to preserve at least one clear access route to each building at all times
- Standard work hours 7 AM – 5 PM weekdays; overlay paving may run into evenings to shorten each closure window (Owner approval)
- All utility structures (sanitary MHs, storm inlets, water valves) protected & left flush after overlay
- Cones, barriers, spotters, backup alarms in every work zone; full PPE with FF hi-vis
- Daily cleanup; drive lanes restored end of day; dumpster access maintained (2 enclosures)
- Sediment bags under grates or polypropylene fabric wrap during construction (per demo notes)
Concrete Specifications
Per Site Details CS6001 – CS6003
- All concrete: 3,000 psi min @ 28 days, fiber-mesh reinforcing
- Surface finish: light broom (no coatings permitted on sidewalks)
- Sidewalks: 4″ concrete over 4″ stabilized subgrade (min LBR 40)
- Integral curb & sidewalk: 4.5′ typ., 6″ max curb face, 4″ over 4″ stabilized
- Straight curb: per FDOT Index #101 (Miami curb / Type F as directed)
- Tooled joints at width intervals; expansion joints max 20′-0″ spacing
- ADA curb ramps: FDOT Index #522-002 with truncated-dome detectable warning
- Ramps with handrails: 5′ landings, 4″ high curb per detail CR-G
- No wooden or foreign-material spacers in sidewalks
Asphalt Specifications
Per Site Plan CS1001 / CS1002
- Mill existing asphalt 1½″ across all parking bays and drive lanes
- Tack coat prep to milled surface prior to overlay
- Overlay 1½″ SP asphalt (FDOT Superpave mix, TBD SP-9.5 or SP-12.5 per addendum)
- Wheel stops per FDOT Index #117 — typical parking bays
- ADA parking: 9.0′ min space + access aisle; 24.0′ min drive aisle
- Thermoplastic pavement markings, 6″ wide white, per Index #120
- Stop bars: 24″ wide white thermoplastic; STOP signs R1-1 (Index #119)
- ADA pavement markings per Index #118; ADA parking space signs per Index #119
- (2) 8′ rubber speed bumps at each of 2 locations (4 total)
Site Existing Conditions
Per CS0201 / CS0202 & Pennoni Survey
- Seven (7) professional office buildings on campus (Bldgs #1–#7)
- Existing asphalt in variable condition; utility structures throughout parking areas
- Existing dumpster enclosures (2) with CMU walls & swing gates — both scoped for repair/replacement
- Trench-drain / drain-pipe network under sidewalks — several sections marked REMOVE PIPE / TRENCH DRAIN
- Existing yard drains, sanitary MHs, storm inlets to REMAIN & be protected unless otherwise noted
- Numerous mature trees (12″–48″ DBH) throughout perimeter — tree barricades (typ.) required during construction
- Existing directory signs, fences (6′ wood, 6′ block wall), water tank / well — protect in place
- TBM #60000, #60001, #60002 set by Pennoni (N&D benchmarks for grade verification)
RFI Log
Engineer & Owner Coordination
- No RFIs submitted yet. Firm Foundations will submit any bid clarifications directly to Pennoni Associates (Jason Sheridan, PE) prior to bid deadline once the ITB is issued.
- Anticipated bid clarifications (to be confirmed):
- Superpave mix confirmation (SP-9.5 vs SP-12.5) for overlay
- Materials testing responsibility (owner vs contractor coordination for first round)
- Milling waste disposal / recycling requirements
- Dumpster gate hardware spec (heavy-duty commercial)
- Site staging & laydown area location
- Night-work availability for overlay lifts (tenant access preservation)
All RFIs & responses will be uploaded to Documents → Bid / RFI / Plans as they come in.
Notes on Bid Basis
Private Commercial Project
- Private commercial project — no Davis-Bacon, Section 3, BABA, or HUD compliance overlay
- Standard Florida commercial contractor license (CBC1267421) sufficient
- Pinellas County engineering permit plans — standard local permit & inspection process
- All applicable FDOT standard indexes for details (#101, #109, #117, #118, #119, #120, #522-002)
- Standard erosion control per F.D.O.T. Index #102 / FDEP
- Firm Foundations to carry standard commercial GL + auto + workers comp per Owner requirements
Scope of Work — 4-Phase Approach
Sequenced to keep all seven buildings accessible throughout construction: erosion control & demo work first (opens site & establishes staging), then all concrete work (curbs, sidewalks, ramps, trench drains) so the paving surface is ready, then the asphalt overlay in tenant-friendly sections, then striping / signage / punch. Target duration ~6 weeks weather-dependent, exclusive of cure times and inspection wait.
Phase 1 — Mobilization, Erosion Control & Demolition
Site Prep & Milling — Full Campus
- Mobilization: staging area setup, dumpster placement, toolbox meeting with Owner Rep & tenants
- Install silt fencing per F.D.O.T. Index #102 at perimeter as required by SWPPP
- Install tree barricades around all trees flagged on demolition plans (typical)
- Install sediment bags under grates OR polypropylene fabric wrap on all storm inlets & yard drains (protect existing storm system)
- Selective demolition per CS0501 / CS0502:
- Existing sidewalk removal (typ.) at all replacement locations
- Curb removal at all BEGIN/END curb replacement segments (~20 discrete locations across the campus)
- Existing ADA ramps flagged REMOVE RAMP (multiple locations both plan sheets)
- Existing trench-drain pipe removal (marked REMOVE PIPE/TRENCH DRAIN, ~8 locations)
- Existing dumpster swing gates — remove for repair phase
- Mill existing asphalt 1½″ across all bays and drive lanes — all limits per BEGIN/END ASPHALT MILLING callouts
- Haul milled material off-site (millings to FF yard for reuse where permitted, otherwise disposed)
- Protect all utility structures (sanitary MHs, storm inlets, water valves) — leave in place at existing grade
Approx. duration: ~2 weeks · Site cleared & milled surface ready for concrete work
Phase 2 — Concrete Work
Curbs, Sidewalks, ADA Ramps & Dumpster Repair
- Set forms for all curb & sidewalk replacements, verified against Pennoni benchmarks (TBM #60000/60001/60002)
- Straight curb replacement per FDOT Index #101 at all BEGIN/END segments
- Integral curb + sidewalk per detail on CS6001 — 4.5′ typ., 6″ max curb face, 4″ concrete over 4″ stabilized subgrade (min LBR 40), 1½″R
- Concrete sidewalk per FDOT Index #109 — 4″ over 4″ stabilized subgrade, width per plan
- ADA curb ramps per FDOT Index #522-002 with detectable warning surface (truncated-dome mat) — CR-C typ., CR-F & CR-G at flagged locations
- Ramp with handrails — 5′ landing at 1 flagged location
- Concrete spec (all pours): 3,000 psi min @ 28 days, fiber-mesh reinforcing, light broom finish
- Tooled joints at width intervals; expansion joints max 20′-0″ spacing
- Trench-drain pipe replacement under new sidewalks (~8 locations) — new drain pipe tied to existing yard drains staying in place
- CMU dumpster enclosure wall repair(s) at 2 locations — repair damaged block, re-tuck-point, re-parge as required
- Cure minimum 7 days before overlay traffic on adjacent bays
Approx. duration: ~2 weeks · All concrete cured & ready before overlay begins
Phase 3 — Asphalt Overlay
1½″ SP Asphalt Resurface — Full Campus
- Tack coat entire milled surface
- 1½″ SP asphalt overlay across all parking bays and drive lanes
- Sequenced in sections by building group so at least one clear access route to each building is preserved at all times:
- Section A: Buildings #1–#3 (western half)
- Section B: Buildings #4–#7 (eastern half)
- Sub-sequencing coordinated with Owner Rep 48 hrs in advance
- Adjust all utility structure covers flush to new pavement (rings raised as needed)
- Roller passes per FDOT specification, breakdown → intermediate → finish
- Compaction density testing per contract specification (owner-directed testing lab)
- Overlay rideability checked with 10′ straightedge in all critical zones
- Adjacent concrete edges protected during paving; edge sealer at concrete-asphalt joints
Approx. duration: ~1 week · Overlay complete & open to traffic within 24 hrs of each section pour
Phase 4 — Striping, Signage & Punch
Pavement Markings, Signs & Site Closeout
- Thermoplastic pavement markings per FDOT Index #120 — 6″ wide white, standard parking bay layout matching plan
- ADA pavement markings per FDOT Index #118 — blue background, white International Symbol of Access, hatched access aisles
- ADA parking space signs per FDOT Index #119 — sign R7-8, minimum height 60″ to bottom of sign, van-accessible where marked
- Wheel stops per FDOT Index #117 — precast concrete with adhesive/spike anchoring
- STOP signs (R1-1) at flagged locations with 24″ wide white thermoplastic stop bars
- (2) 8′ rubber speed bumps at each of 2 locations (4 total units) — installed with lag-anchor kits
- Swing gate replacement at 2 dumpster enclosures — heavy-duty commercial hinges, drop rods, latches
- Erosion-control take-down (silt fence, sediment bags/wraps, tree barricades)
- Restore any landscape areas disturbed during construction — sod repair at grade transitions
- Punch list walk with Owner Rep, Engineer & Property Manager
- Final cleanup & demobilization
Approx. duration: ~1 week · Job complete, ready for Owner acceptance
Across Every Phase
Continuous Requirements
- Daily sign-in sheets & morning toolbox safety talks
- SWPPP inspections after every 0.5″+ rain event — log kept on site
- Property Manager gets a weekly progress email with the coming week's closures & access map
- All lanes & ramps clear & safe by 5 PM every day; no work area left un-cordoned overnight
- Utility structure covers checked flush every evening — nothing left as a trip hazard
- Photos of every completed section (before / during / after) — uploaded to this portal
- Contractor to carry all required insurance (GL, auto, WC) at Owner-specified limits
Zero disruption to tenants and their patients / clients is the highest priority.
Proposed Schedule
📅
Bid Due: TBD · Award: TBD · Target Duration: ~6 Weeks After NTP
Following award & Notice to Proceed, FF requests ~1 week to submit certified insurance, order asphalt & concrete materials, and mobilize. The 6-week schedule below runs the 4 civil phases sequentially with the paving lift split into building-group sections to keep tenants moving. Cure times & inspection wait added as buffer, not built into the base duration.
Phased Duration
~6 Wks
Weather Buffer Excluded
Active Phases
4
Demo → Concrete → Overlay → Stripe
Mobilize After NTP
~1 Wk
Material + Insurance
Building Sections
2
West & East
Concrete Cure
7 Days
Before Adjacent Overlay
| Phase / Activity | Wks | Phase 1 | Phase 2 | Ph 3 | Ph 4 | ||
|---|---|---|---|---|---|---|---|
| W1 | W2 | W3 | W4 | W5 | W6 | ||
| PHASE 1 — MOBILIZATION, EROSION CONTROL & DEMOLITION | |||||||
| Mobilization + Staging Setup | 1 | ||||||
| SWPPP + Tree Barricades + Inlet Protection | 1 | ||||||
| Sidewalk / Curb / Ramp Demo | 2 | ||||||
| Trench-Drain Pipe Removal | 1 | ||||||
| Mill Asphalt 1½″ (Full Campus) | 1 | ||||||
| PHASE 2 — CONCRETE WORK | |||||||
| Form & Pour Curbs (all sections) | 1 | ||||||
| Form & Pour Sidewalks + ADA Ramps | 2 | ||||||
| Trench-Drain Pipe Install + Restore | 1 | ||||||
| CMU Dumpster Wall Repair (2 loc) | 1 | ||||||
| Concrete Cure (min 7 days) | — | ||||||
| PHASE 3 — ASPHALT OVERLAY | |||||||
| Tack + Overlay Section A (Bldgs #1–#3) | 1 | ||||||
| Tack + Overlay Section B (Bldgs #4–#7) | 1 | ||||||
| Utility Cover Adjust to Grade | — | ||||||
| Compaction Density Testing | — | ||||||
| PHASE 4 — STRIPING, SIGNAGE & PUNCH | |||||||
| Thermoplastic Striping (6″ white) | 1 | ||||||
| ADA Markings + Signs + Wheel Stops | 1 | ||||||
| Speed Bumps (4 units) + Stop Signs | 1 | ||||||
| Dumpster Swing Gate Install (2 loc) | 1 | ||||||
| Erosion Take-Down + Restore + Punch | 1 | ||||||
| Weekly Property Manager Update | — | ||||||
Photo Timeline
Pre-bid site walk documentation and, following award, before / during / after documentation of every section. Admin uploads from the Admin panel.
📷
No photos yet
Pre-bid site walk photos and construction progress photos will appear here.
Project Documents
Plans, RFIs, addenda, insurance certificates, safety meeting notes, SWPPP inspection reports, punch list, and closeout package. Admin uploads from the Admin panel.
📂
No documents uploaded yet
Pennoni CE Set (13 sheets, 4/15/26) and any RFI responses will be uploaded once the site is live.
Project Progress
Overall Completion0%
Phase 1 — Mobilization + Demo + Milling
0%
Phase 2 — Concrete Work
0%
Phase 3 — Asphalt Overlay
0%
Phase 4 — Striping + Signage + Punch
0%
🚧
Bid pending — no updates yet
Progress updates will begin once the contract is awarded and Notice to Proceed is issued.
Field Notes
Observations, issues, RFIs, daily logs — added during construction via the Admin panel.
📝
No field notes yet
Admin Panel
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Plans, RFIs, addenda, insurance certificates, sign-in sheets, safety meetings, SWPPP inspections, punch list. PDFs preferred; PNG/JPG/DOC also accepted.
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