Florida Commercial Site: 67 Issues Found

Summary: 96 index entries | 10 perfect matches | 53 mismatched | 33 missing Mismatched (53): 1: Expected: COVER SHEET | Actual: COVER SHEET (p1) 2: Expected: SYMBOLS AND ABBREVIATIONS | Actual: SYMBOLS AND ABBREVIATIONS (p2) 3: Expected: EXISTING CONDITIONS | Actual: EXISTING CONDITIONS (p3) 4: Expected: EXISTING...

Why it matters:

Suggested next step:

RFI draft: 📄 11734_401_001 Schedule Text: DRAWING INDEX — page 28 --- 📄 11734_401_010 Schedule Text: DRAWING INDEX — page 37 --- 📄 430-022 Schedule Text: DRAWING INDEX — page 38 --- 📄 711-001 Schedule Text: DRAWING INDEX — page 10 --- 📄 Page 1 Schedule Text: DRAWING INDEX — page 1 --- 📄 430-021...

Summary: 97 index entries | 16 perfect matches | 60 mismatched | 21 missing Mismatched (60): FDOT 1: Expected: COVER SHEET | Actual: COVER SHEET (p1) FDOT 2: Expected: SYMBOLS AND ABBREVIATIONS | Actual: SYMBOLS AND ABBREVIATIONS (p2) FDOT 3: Expected: OVERALL SITE PLAN | Actual: OVERALL SITE PLAN (p5) FDOT 4: Expected:...

Why it matters:

Suggested next step:

RFI draft: 📄 430-021 Schedule Text: DRAWING INDEX — page 11 --- 📄 430-022 Schedule Text: DRAWING INDEX — page 38 --- 📄 711-001 Schedule Text: DRAWING INDEX — page 10 --- 📄 11734_401_001 Schedule Text: DRAWING INDEX — page 28 --- 📄 SC-800 Schedule Text: DRAWING INDEX — page 12 --- 📄 430-001...

Summary: On the Utility Plan (Sheet 7 of 13), the plan view annotates SMH4 as RIM=21.52, N INV=16.67, S INV=16.77, and SMH3 as RIM=20.63, N INV=16.95, S INV=17.05. However, the STATE ROAD 405 SEWER MAIN JACK AND BORE detail on the same sheet shows PROPOSED SEWER MANHOLE SMH 4 with RIM = 21.70 and INV. = 16.00, and PROPOSED SEWER MANHOLE SMH 3 with RIM =...

Why it matters: Incorrect rim and invert elevations will directly impact manhole casting heights, pipe slope calculations, and gravity sewer flow capacity during the jack-and-bore operation under SR-405. If constructed to the wrong inverts, the sewer system may not achieve design flow or pipe grades may be reversed. The apparent manhole mislabeling in the...

Suggested next step: Request the engineer reconcile the rim and invert elevations for SMH 3 and SMH 4 between the plan view annotations and the State Road 405 Sewer Main Jack and Bore detail. Specifically confirm whether the manholes in the Jack-and-Bore detail are mislabeled, given that the detail's SMH 4 values (RIM=21.70, INV.=16.00) exactly match the plan...

RFI draft: Request the engineer reconcile the rim and invert elevations for SMH 3 and SMH 4 between the plan view annotations and the State Road 405 Sewer Main Jack and Bore detail. Specifically confirm whether the manholes in the Jack-and-Bore detail are mislabeled, given that the detail's SMH 4 values...

Summary: The plan view labels the sewer main through the jack-and-bore crossing under State Road 405 as '8' PVC SEWER' (with related quantity notes such as '337 LF 8' PVC' and '143 LF 8' PVC'). However, the construction detail 'STATE ROAD 405 SEWER MAIN JACK AND BORE' on the same sheet labels the carrier pipe as '8' HDPE SEWER MAIN'. PVC and HDPE are...

Why it matters: This material discrepancy directly impacts procurement, as the contractor must know whether to order PVC or HDPE pipe. Installation methods also differ: HDPE is typically fused while PVC uses gasketed or solvent-welded joints. For a jack-and-bore installation, HDPE is commonly used because it can be fused into a continuous string and pulled...

Suggested next step: Request the engineer of record to confirm the correct pipe material for the 8-inch sewer main through the jack-and-bore crossing under SR-405. Clarify whether the pipe is PVC (as shown in the plan notes) or HDPE (as shown in the jack-and-bore detail), and revise all affected plan notes and details to be consistent.

RFI draft: Request the engineer of record to confirm the correct pipe material for the 8-inch sewer main through the jack-and-bore crossing under SR-405. Clarify whether the pipe is PVC (as shown in the plan notes) or HDPE (as shown in the jack-and-bore detail), and revise all affected plan notes and...

Summary: The jack-and-bore detail ('STATE ROAD 405 SEWER MAIN JACK AND BORE') on the Utility Plan (Sheet 7 of 13) labels one of the bore manholes as 'PROPOSED SEWER MANHOLE SMH 4, RIM = 21.70 INV. = 16.00.' However, both the Overall Site Plan (FDOT sheet) and the Utility Plan view consistently show SMH4 with RIM=21.52, N INV=16.67, and S INV=16.77. The...

Why it matters: If the contractor uses the jack-and-bore detail for pit depths and pipe installation, the sewer main could be installed at incorrect invert elevations. The rim elevation discrepancy of 0.18 ft and invert discrepancy of 0.67 ft for SMH 4 are significant for gravity sewer design and could result in inadequate slope, flow issues, or structural...

Suggested next step: Request the engineer to clarify the correct manhole designations and rim/invert elevations shown on the 'STATE ROAD 405 SEWER MAIN JACK AND BORE' detail. Confirm whether 'SMH 4' in the detail should be labeled 'SMH 5' (consistent with plan view rim and invert values) and reconcile all rim and invert elevations for SMH 3, SMH 4, and SMH 5...

RFI draft: Request the engineer to clarify the correct manhole designations and rim/invert elevations shown on the 'STATE ROAD 405 SEWER MAIN JACK AND BORE' detail. Confirm whether 'SMH 4' in the detail should be labeled 'SMH 5' (consistent with plan view rim and invert values) and reconcile all rim and...

Summary: The onsite Utility Plan (Sheet 8) labels the sewer carrier pipe in the SR-405 jack and bore crossing as 8' PVC, while the FDOT ROW Utility Plan (Sheet 7 of 13) labels the same carrier pipe as 8' HDPE. The jack and bore notes on Sheet 7 of 13 also specify 8' HDPE. These are different pipe materials with different joint types, installation...

Why it matters: Specifying PVC versus HDPE for a jack-and-bore carrier pipe is a critical distinction. HDPE is typically fused and pulled through the casing as a continuous string, while PVC requires restrained joints and different handling. Incorrect material procurement could delay the bore operation, and installing the wrong material could result in a...

Suggested next step: Please clarify the correct carrier pipe material for the 8-inch sewer main within the 18' steel casing jack and bore under SR-405. Sheet 8 specifies 8' PVC while Sheet 7 of 13 and the bore detail/notes specify 8' HDPE. Please confirm the correct material and update all sheets for consistency.

RFI draft: Please clarify the correct carrier pipe material for the 8-inch sewer main within the 18' steel casing jack and bore under SR-405. Sheet 8 specifies 8' PVC while Sheet 7 of 13 and the bore detail/notes specify 8' HDPE. Please confirm the correct material and update all sheets for consistency.

Summary: The jack-and-bore detail on Sheet 17 labels the bore-end manhole as 'PROPOSED SEWER MANHOLE SMH 4, RIM = 21.70, INV. = 16.00.' However, all plan views on Sheets 8 of 17, 17, and 7 of 13 consistently show the manhole at the bore location as SMH5 with RIM=21.70, E INV=16.00. The plan views show SMH4 as a separate manhole further along the...

Why it matters: Conflicting manhole designations and elevations between plan and detail views create critical construction ambiguity. The contractor will not know which manhole numbers and elevations to build at the bore pits. Incorrect inverts at the jack-and-bore receiving structures could result in improper sewer grades, backflow conditions, or failed...

Suggested next step: Please clarify the manhole designations and elevations for the SR-405 jack-and-bore. The detail labels the bore-end manholes as SMH 4 (RIM=21.70, INV=16.00) and SMH 3 (RIM=20.79, INV=16.69), while the plan views show SMH5 (RIM=21.70) at the bore location and SMH3 (RIM=20.63, INV=16.95/17.05) and SMH4 (RIM=21.52, INV=16.67/16.77) as separate...

RFI draft: Please clarify the manhole designations and elevations for the SR-405 jack-and-bore. The detail labels the bore-end manholes as SMH 4 (RIM=21.70, INV=16.00) and SMH 3 (RIM=20.79, INV=16.69), while the plan views show SMH5 (RIM=21.70) at the bore location and SMH3 (RIM=20.63, INV=16.95/17.05) and...

Summary: The State Road 405 Sewer Main Jack and Bore detail shows the carrier pipe as '8' HDPE SEWER MAIN' installed within the 18' steel casing. The plan view callouts also label this pipe as '8' PVC SEWER SANITARY.' However, the City of Titusville Common Details and Specifications Section 3.21.1 explicitly requires that jack and bore carrier pipe...

Why it matters: Using HDPE or PVC instead of ductile iron for a jack-and-bore carrier pipe under a state road is a significant structural and durability concern. Ductile iron is specified for jack and bore applications because it can withstand the installation stresses and external loads beneath a major roadway. Using the wrong material could lead to pipe...

Suggested next step: Request clarification from the Engineer of Record on the carrier pipe material for the SR 405 jack and bore crossing. The City of Titusville specification Section 3.21.1 requires jack and bore carrier pipe to be ductile iron (D.I.). The detail currently shows 8' HDPE and plan callouts reference 8' PVC. Please confirm the correct pipe material...

RFI draft: Request clarification from the Engineer of Record on the carrier pipe material for the SR 405 jack and bore crossing. The City of Titusville specification Section 3.21.1 requires jack and bore carrier pipe to be ductile iron (D.I.). The detail currently shows 8' HDPE and plan callouts reference...

Summary: Detail A on the drawing specifies a '6' BACKFLOW PREVENTION ASSEMBLY (REDUCED PRESSURE ZONE BACKFLOW PREVENTER)' on the fire service line. The City of Titusville specification Section 4.19 requires that all new fire line systems shall have a Double Detector Check Valve Assembly (DCVVA) with OSY resilient gate valves and a bypass monitor meter....

Why it matters: Installing the wrong backflow prevention assembly on the fire line can result in permit rejection by the City of Titusville Water Resources Department, as the device will not pass inspection per their standards. A DCVVA includes a bypass monitor meter to detect unauthorized usage, which an RPZ does not provide. This discrepancy must be resolved...

Suggested next step: Request clarification from the Engineer of Record on the fire line backflow prevention device type. Per City of Titusville specification Section 4.19, a Double Detector Check Valve Assembly (DCVVA) with OSY resilient gate valves and a bypass monitor meter is required unless a foam fire system or high hazard pump is present (in which case an...

RFI draft: Request clarification from the Engineer of Record on the fire line backflow prevention device type. Per City of Titusville specification Section 4.19, a Double Detector Check Valve Assembly (DCVVA) with OSY resilient gate valves and a bypass monitor meter is required unless a foam fire system or...

Summary: One drawing set lists the existing sanitary manhole (public utility) elevations as RIM 22.01' and E INV 14.49'. The other drawing set’s sight triangle detail lists the existing sanitary manhole (public utility) as RIM 22.90 and E INV 14.70. These are conflicting elevations for the same referenced existing sanitary manhole along SR-405 / SOUTH ST.

Why it matters: A ~0.9 ft difference in rim elevation and a differing invert can change required tie-in elevations, sewer slope calculations, and construction feasibility (core drill elevation, bypass pumping, and conflict checks). Field work could be installed to the wrong elevation if the sets are not reconciled.

Suggested next step: Confirm the correct RIM and invert elevations for the existing sanitary manhole (public utility) at SR-405 / SOUTH ST, and revise/replace the conflicting sheet/detail so the ROW plan set uses one consistent set of elevations.

RFI draft: Confirm the correct RIM and invert elevations for the existing sanitary manhole (public utility) at SR-405 / SOUTH ST, and revise/replace the conflicting sheet/detail so the ROW plan set uses one consistent set of elevations.

Summary: Both documents include a sheet identified as 'OVERALL SITE PLAN', but the plan content shown on that sheet is not the same. In document 0, the OVERALL SITE PLAN content shown focuses on SR-405/SOUTH ST roadway/ROW work with notes such as 'OPEN CUT CONSTRUCTION ALONG SR-405/SOUTH ST;' and 'TEMPORARY BARRIER PER INDEX 102-100'. In document 1, the...

Why it matters: If the construction team pulls the OVERALL SITE PLAN from the wrong PDF/version, the overall layout coordination (site access, limits of work, onsite vs ROW scope) can be executed incorrectly and will create downstream conflicts with staking, permitting submittals, and contractor pricing.

Suggested next step: Please confirm which 'OVERALL SITE PLAN' sheet is the correct governing overall plan for onsite layout coordination, and provide the correct/complete PDF (or sheet index) so both drawing sets contain the same OVERALL SITE PLAN content.

RFI draft: Please confirm which 'OVERALL SITE PLAN' sheet is the correct governing overall plan for onsite layout coordination, and provide the correct/complete PDF (or sheet index) so both drawing sets contain the same OVERALL SITE PLAN content.

Summary: On the Overall Site Plan sheet, the Sight Triangle Detail lists the existing sanitary manhole as having a higher rim and different E invert ('RIM: 22.90' and 'E INV: 14.70') than what is shown for the existing sanitary manhole on the Utility Plan ('RIM: 22.01'' and 'E INV: 14.49'') and also elsewhere on the Overall Site Plan. These appear to be...

Why it matters: Conflicting existing manhole elevations can lead to an incorrect tie-in design, incorrect core-drill elevation, conflicts during construction, and potential rework/field redesign for the sanitary connection at/near the FDOT ROW.

Suggested next step: Please confirm whether these are the same manhole or two different manholes. Provide the correct surveyed rim and invert elevations for the existing sanitary manhole and update all affected sheets/details so the rim/invert data (including any core-drill new invert) is consistent.

RFI draft: Please confirm whether these are the same manhole or two different manholes. Provide the correct surveyed rim and invert elevations for the existing sanitary manhole and update all affected sheets/details so the rim/invert data (including any core-drill new invert) is consistent.

Summary: The OVERALL SITE PLAN on Sheet 5 (page 32) dimensions the proposed driveway throat at the SR-405 / South St connection as 24'. The PAVING, GRADING AND DRAINAGE PLAN on Sheet 6 of 13 (page 33) also shows a 24' width across the proposed driveway in plan view at the same SR-405 connection, with the Section D-D cut line markers (D) located at the...

Why it matters: This dimensional conflict affects edge-of-pavement layout, curb return formwork, shoulder and grade-back grading on both sides, and pavement material quantities for the driveway structural section within the FDOT right-of-way. Since the Section D-D driveway specifications include specific pavement layers (3' structural course, 10' limerock...

Suggested next step: Request the engineer clarify the correct driveway pavement width at the SR-405 / South St connection. Confirm whether the driveway is 24' wide (as dimensioned on the Sheet 5 and Sheet 6 plan views and in Section G-G) or 26.4' wide (as dimensioned in Section D-D on Sheet 6). Revise the conflicting drawing(s) accordingly and confirm any impacts...

RFI draft: Request the engineer clarify the correct driveway pavement width at the SR-405 / South St connection. Confirm whether the driveway is 24' wide (as dimensioned on the Sheet 5 and Sheet 6 plan views and in Section G-G) or 26.4' wide (as dimensioned in Section D-D on Sheet 6). Revise the...

Summary: On the PAVING, GRADING, AND DRAINAGE plan, the storm tank is called out with an invert of 17.25 ('STORM TANK INV: 17.25'). However, the StormTech layout sheet for System 5 lists different elevations for the system connection/base, including '17.19 24\' BOTTOM MANIFOLD / CONNECTION INVERT' and '17.00 BOTTOM OF SC-800 CHAMBER'. In addition,...

Why it matters: Conflicting invert/connection elevations can cause mismatched pipe tie-ins (inlet/outlet), incorrect grading/cover over the tank, and field rework (reset structures, regrade, or redesign manifolds). This can also impact hydraulic performance and permitting acceptance if the constructed elevations do not match the approved drainage design.

Suggested next step: Confirm the governing storm tank/system elevations: (1) storm tank invert shown on the civil plan, (2) the StormTech System 5 '24\' BOTTOM MANIFOLD / CONNECTION INVERT', and (3) the meaning of 'INVERT 2.30' ABOVE CHAMBER BASE' relative to the stated 'BOTTOM OF SC-800 CHAMBER' elevation. Provide revised drawings (civil plan notes and/or...

RFI draft: Confirm the governing storm tank/system elevations: (1) storm tank invert shown on the civil plan, (2) the StormTech System 5 '24\' BOTTOM MANIFOLD / CONNECTION INVERT', and (3) the meaning of 'INVERT 2.30' ABOVE CHAMBER BASE' relative to the stated 'BOTTOM OF SC-800 CHAMBER' elevation. Provide...

Summary: The Site Plan (Sheet 6 of 17) specifies a '5' CHAIN LINK FENCE' along the north property boundary adjacent to SR-405/South St, with no mention of barb wire. The FDOT Overall Site Plan (page 32) shows a '6' CHAIN LINK FENCE WITH BARB WIRE' along the same right-of-way boundary. Both fences are depicted with repeated 'X' markers along the property...

Why it matters: This conflict creates ambiguity during construction regarding the correct fence height and whether barb wire is required along the SR-405 frontage. The FDOT plan governs requirements within the FDOT right-of-way area, but the discrepancy between the FDOT plan's own two views (5 ft vs 6 ft) adds further confusion. Incorrect fence installation...

Suggested next step: Request clarification on the correct chain link fence specification along the site's northern boundary adjacent to SR-405/South St: (1) confirm fence height (5 ft or 6 ft), (2) confirm whether barb wire is required, and (3) update both the City Site Plan and FDOT plans to show a consistent specification.

RFI draft: Request clarification on the correct chain link fence specification along the site's northern boundary adjacent to SR-405/South St: (1) confirm fence height (5 ft or 6 ft), (2) confirm whether barb wire is required, and (3) update both the City Site Plan and FDOT plans to show a consistent...