← Paul Test
doc492 1776808126_Chicago-Waterman_Corridor_Study_Report_2025.05.08_online-artifacted.pdf
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"text": "At the request of the City of Harrisonburg Department of Public Works, a transportation study was conducted for the Chicago Avenue and Waterman Drive corridors. The study area extends to the Harrisonburg City limit to the west, Dogwood Drive to the east, Westover Park to the south, and Mt Clinton Pike to the north. The intent of the study was to establish existing conditions of vehicular and active transportation movements, perform operational and safety assessments, and ultimately provide recommendations for (1) the overall corridor, (2) the Chicago Avenue and Waterman Drive intersection, and (3) potential alignments for a bicycle and pedestrian connection between the Northend Greenway to the north and the Friendly City Trail to the south.",
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"text": "The Chicago Avenue corridor should be improved with continuous bicycle-pedestrian facilities from Mt Clinton Pike to Waterman Drive and from Waterman Drive to the shared-use path at the Quarry Heights development. Due to the presence of large concrete utility poles on the NB side of Chicago Avenue, the larger path facility is recommended for the SB portion of Chicago Avenue. The NB side of Chicago Avenue is recommended to be improved with a narrower facility to accommodate the large concrete utility poles that are adjacent to the roadway.",
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1 · FIGURE
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1 · FIGURE
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caption (2)
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table (2)
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1 · HEADER
2 · HEADER
3 · HEADING
4 · TEXT
5 · TEXT
6 · CAPTION
7 · TABLE
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33 · CAPTION
34 · TABLE
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62 · FOOTER
Page 16 JSON
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"text": "The collected tube count data was assessed to determine whether drivers are speeding in the study area and to what extent they are speeding. Speed data was collected at the following four (4) locations: Chicago Avenue, with a posted speed limit of 25 mph, Waterman Drive, with a posted speed limit of 35 MPH, Greystone Street, with a posted speed limit of 25 mph, and College Avenue, with a posted speed limit of 25 mph. A summary of the vehicle speeds is shown in Table 3-1, Table 3-2, Table 3-3, and Table 3-4.",
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caption (2)
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header (2)
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1 · HEADER
2 · HEADER
3 · CAPTION
4 · TABLE
5
6
7
8
9
10
11
12
13
14
15
16
17
18
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30 · CAPTION
31 · TABLE
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41
42
43
44
45
46
47
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57 · FOOTER
58 · FOOTER
59 · FOOTER
Page 17 JSON
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caption (3)
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1 · HEADER
2 · HEADER
3 · HEADING
4 · TEXT
5 · CAPTION
6 · TABLE
7
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26 · CAPTION
27 · TABLE
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45 · CAPTION
46 · TABLE
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64 · FOOTER
65 · FOOTER
66 · FOOTER
Page 18 JSON
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"text": "The collected tube count data was assessed to determine the proportion of heavy vehicle traffic on Chicago Avenue, Waterman Drive, College Avenue, and Greystone Street. A summary of heavy vehicle traffic is shown in Table 3-5, Table 3-6, Table 3-7, and Table 3-8.",
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Page 19 JSON
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Page 20 JSON
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"text": "Chicago Avenue & Waterman Drive Corridor Study",
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"text": "4 EXISTING DATA REVIEW",
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"text": "Existing conditions and historical count data were assessed to determine suitable alignments for a bicycle and pedestrian connection between the Northend Greenway along Mt. Clinton Pike and the Friendly City Trail at Westover Park to the south.",
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"text": "With their Comprehensive Plan (2018, amended 2022) and Bicycle & Pedestrian Plan (2017), the City of Harrisonburg has formally incorporated multimodal transportation goals into their City plans.",
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"text": "The Comprehensive Plan seeks to serve all modes of traveling. The Plan acknowledges that although the Downtown area has established pedestrian infrastructure, network improvements to the surrounding area should be pursued to connect new walking and cycling facilities. Chicago Avenue, and the Chicago Avenue & Waterman Drive intersection are specifically identified within the Street Improvement Plan (SIP). The SIP identifies locations with safety, congestion, operational, bicycle-pedestrian, and land use needs. For Chicago Avenue, the SIP describes a need to address safety, congestion mitigation or alternative routes, and bicycle-pedestrian infrastructure; the SIP suggests widening Chicago Avenue to three lanes with sidewalk on one side and a shared-use path on the other side, from Mt Clinton Pike to West Gay Street. For Chicago Avenue & Waterman Drive, the SIP specifies a safety issue, with the recommendation to construct a roundabout.",
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"text": "The Bicycle & Pedestrian Plan provides a focused analysis on and priorities for improving active transportation in the City. The Bicycle & Pedestrian Plan describes that the ability to walk and bike increases quality of life, expands commuting choices and recreational activities, provides a sense of community and place, and encourages independence for both younger and older residents, those with disabilities, and other individuals that do not drive. Furthermore, bicycle tourism is a major economic driver for the Central Shenandoah Valley. Through the Bicycle & Pedestrian Plan, a prioritization methodology was applied, following data collection, community and stakeholder engagement, and connectivity and equity analysis.",
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"text": "Identified priorities for pedestrian segments that may be applicable to this corridor study are as follows (order of priority):",
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"text": "• Chicago Avenue (from Mt Clinton Pike to Rockingham Drive)",
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"text": "• Mt Clinton Pike (from College Avenue to Virginia Avenue) – recently completed",
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"text": "• Hillside Avenue (from Greystone Street to its terminus)",
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"text": "• S Dogwood Drive (from W Market Street to Hidden Creek Lane)",
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"text": "• Greystone Street (from Smith Avenue to Chicago Avenue)",
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"text": "•[p20.10.7.1] Street (from Stuart Street to N Dogwood Drive)",
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"text": "Identified priorities for pedestrian intersections that may be applicable to this corridor study are as follows (order of priority):",
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"text": "• Chicago Avenue & Waterman Drive",
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"text": "• Mt Clinton Pike & College Avenue",
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"text": "• Waterman Drive (from Chicago Avenue to W Market Street)",
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"text": "• W Market Street (from West City Limits to Market Street)",
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"text": "The roadway segments in the study area were assessed in the field to understand various design constraints inclusive of existing geometry, speed limits, parking allowances, and presence of bus stops or bicycle accommodations.",
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"text": "Chicago Avenue is a two-lane, undivided facility with a posted speed limit of 25 MPH and is classified as a major collector road, as defined by the 2022 VDOT Approved Functional Classification Map. According to 2022 VDOT ADT, Chicago Avenue has a volume of approximately 4,700 vehicles per day. There is an existing Harrisonburg Department of Public Transportation route through the corridor between Mt. Clinton Pike and Waterman Drive, with three bus stops northbound. Chicago Avenue primarily has a grass ditch section without curb and gutter and on-street parking is prohibited. This roadway primarily serves residential and commercial uses and provides access to Waterman Elementary School and Morrison Park. There are frequent driveway and commercial entrances along both sides of the street. Additionally, there are large utility poles present along the eastern side of Chicago Avenue.",
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"text": "Chicago Avenue has varied, incomplete bicycle and pedestrian facilities through the corridor. There is a short length of a 5' asphalt path, a short length of a 5' concrete sidewalk, and a 10' shared-use path between Greystone Street and Waterman Drive, approximately 280 linear feet, all on the west side. Notably, there is an on-street two-way bike lane with a painted buffer south of the Chicago Avenue/Waterman Drive intersection. There is an existing 10' shared-use path to the west, initially along the north side of Rockingham Drive and continuing along the Rockingham Drive right-of-way or \"paper street\" to Dogwood Drive and 3[p21.12.1] Street.",
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footer (3)
header (2)
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1 · HEADER
2 · HEADER
3 · TEXT
4 · TEXT
5 · TEXT
6 · TEXT
7 · FOOTER
8 · FOOTER
9 · FOOTER
Page 22 JSON
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"text": "Chicago Avenue & Waterman Drive Corridor Study",
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"text": "Waterman Drive is a two-lane, undivided facility with a posted speed limit of 35 MPH and is classified as a major collector road, as defined by the 2022 VDOT Approved Functional Classification Map. From its intersection with W Market Street to its northern terminus, Waterman Drive serves approximately 3,400 vehicles per day, per 2022 VDOT ADT data. The study area limits are between West Market Street and Chicago Avenue, where on-street parking is not permitted, and the roadway is mostly a grass ditch section without curb and gutter. This segment of Waterman Drive primarily serves a commercial corridor, with businesses largely located on the eastern side of the street. There are several commercial entrances along this eastern side of Waterman with occasional curb and gutter or paved shoulder. There are large utility poles present along the east side of Waterman Drive.",
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"text": "College Avenue is a local, two-lane undivided facility with a posted speed limit of 25 MPH. On-street parking is permitted on both sides of the street. The segment of College Avenue from Mt. Clinton Pike to Shenandoah Street features curb and gutter on both sides and sidewalk and planting buffer on the western side; the sidewalk terminates approximately 60' north of its intersection with Shenandoah Street. Between Shenandoah Street and Greystone Street, the road features a primarily a rural grass ditch section, without sidewalks. College Avenue serves as local access for residents and the street features driveways on both sides of the street.",
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"text": "A summary of the existing conditions on each of the four roadway typical sections is shown in Table 4-1.",
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footer (1)
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table_cell (60)
1 · FOOTER
2 · TABLE
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
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27
28
29
30
31
32
33 · TABLE
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
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60
61
62
63
Page 23 JSON
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Page 24 JSON
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"text": "A crash analysis was completed using publicly available VDOT crash data for a five-year period from 2019 to 2023. A summary of the crash data for Chicago Avenue, Waterman Drive, and W Market Street is presented herein. Crashes were summarized by collision type, surface conditions, and light condition to analyze suitable paths and accommodations for a bicycle and pedestrian connection.",
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Page 25 JSON
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"text": "The VDOT crash data set indicates that 16 crashes occurred on Chicago Avenue, from Mt. Clinton Pike to Waterman Drive, during the five-year study period. None of the crashes along Chicago Avenue struck pedestrians or bicyclists, however, bicycle crashes did occur at the Chicago Avenue/Waterman Drive intersection. It appears that there are about four crashes per year on Chicago Avenue, except for in 2022, which had only two crashes.",
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"text": "The operations within the study-area network were analyzed for 2024 Existing Conditions (with existing geometry) and 2034 Background Conditions. Future traffic volumes were determined using the adjusted existing traffic counts and a 2% background growth rate on all existing intersection movements. Additionally, a roundabout improvement is evaluated at the Chicago Avenue and Waterman Drive intersection. This process allowed for capacity and queuing comparison between the scenarios to determine alignments and accommodations for bicycle and pedestrian movement through the corridor, as well as analyzing roundabout operations at a future time.",
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"text": "At the time of this analysis, the rezoning and special-use permit applications to redevelop the former quarry property, tax parcel 36-T-1, 36-T-5, 37-C-3, 37-C-2, and 37-G-9, are now approved. These parcels are located on the western side of Waterman Drive. At full buildout, the development Quarry Heights could provide a residential density of 6 units per acre, or over 900 units. These units would be a mixture of townhomes and multifamily units. The traffic impact analysis (TIA) accompanying the approved application indicates that utilizing an overall background growth rate of 2% for this operational analysis would generally capture the traffic impacts of the development's full build-out. To be additionally conservative in our estimates, trip generation of specific movements from Quarry Heights' full build-out was incorporated into the analysis of the Chicago Avenue and Waterman Drive intersection, specifically the EB Waterman Drive left and right movements and the SB Chicago Avenue right movement. It should be noted that the midday peak does not incorporate any Quarry Heights' trip generation as this data was not provided with the TIA.",
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caption (1)
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1 · HEADER
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5 · TEXT
6 · TEXT
7 · CAPTION
8 · TABLE
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39 · FOOTNOTE
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Page 32 JSON
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"text": "May 2025",
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"text": "Capacity analyses allow traffic engineers to determine the impacts of traffic on the surrounding roadway network. The Transportation Research Board's (TRB) Highway Capacity Manual (HCM) methodologies govern how the capacity analyses are conducted and how the results are interpreted. There are six letter grades of Levels of Service (LOS) from A to F, with LOS A representing the best operating conditions and LOS F representing the worst operating conditions.",
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"text": "For signalized and unsignalized intersections, LOS is defined in terms of delay, a measure of driver discomfort, frustration, fuel consumption, and lost travel time. Table 6-1 summarizes the delay associated with each LOS category:",
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"text": "- The higher of the existing peak-hour factor as determined by traffic counts or a peak-hour factor of 0.92 for future scenarios;",
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"text": "Heavy-vehicle percentage as determined by the traffic counts (by movement)",
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"text": "Queuing analyses were conducted using both the HCM 2000 methodology (as calculated by SYNCHRO) and SimTraffic simulations. The Synchro 95 th percentile queue is the maximum back of queue for a particular lane within a lane group considering 95 th percentile traffic volumes. The SimTraffic maximum queues are the average maximum queues after 10 runs of 60 minutes each.",
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"text": "Note that it is possible for the[p33.7.1] percentile queue to be higher than the SimTraffic maximum queue due to the method in which each software calculates its respective value. The[p33.7.2] percentile queue is based on an HCM formula while the SimTraffic maximum queue varies based on simulation results.",
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"text": "6.2 2024 EXISTING CONDITIONS ANALYSIS",
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"text": "Table 6-2 summarizes the 2024 existing intersection LOS, delay,[p33.9.1] percentile queue lengths (Synchro), and maximum queue lengths (SimTraffic) based on the 2024 existing intersection geometry, signal timings, and peak hour traffic volumes. The corresponding SYNCHRO and SimTraffic reports are included in Appendix E. Note that the intersection numbers shown on the LOS, delay, and queue length summary tables correspond to the intersection numbers used in the SYNCHRO models.",
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"text": "As indicated in Table 6-2, there are no major existing queueing or operational challenges along the Chicago Avenue and Waterman Drive corridor. The signalized intersection of W Market Street and Dogwood Drive carry the highest overall intersection volumes in comparison with the other study area intersections.",
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"text": "As shown in Table 6-2, the analysis results of 2024 existing conditions indicate:",
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"text": "- At the unsignalized intersections of (1) Chicago Avenue/Shenandoah Street and (2) Chicago Avenue/Greystone Street, all movements operate at a LOS B or better during all peak hours (AM/PM/midday).",
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"text": "- At the unsignalized intersection of (3) Chicago Avenue/Waterman Drive, all movements operate at a LOS C or better during all peak hours.",
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"text": "During the midday peak hour, the EB right exceeds the available storage length.",
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"text": "Due to the length of the EB right storage (50'), queuing for the EB left/thru movement may prohibit EB right movements during the peak hours.",
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"text": "- At the signalized intersection of (4) W Market Street/Dogwood Drive, the overall intersection operates at a LOS C or better during AM, PM, and midday peak hours.",
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caption (1)
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header (2)
table (1)
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1 · HEADER
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5 · TABLE
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Page 34 JSON
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"text": "Legend\n00 (00) [00] AM (PM) [Midday] Peak Hour\nExisting Road\nS' Effective Storage (Feet)\nSTOP Stop Controlled Intersection\nStop Controlled Approach\nChannelization\nLane Configuration\n*Per TOSAM, Effective Storage is the length of the full width lane plus 1/2 the length of the taper",
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"text": "2024 Existing Peak Hour Traffic Volumes\nChicago Avenue & Waterman Drive Corridor Study\nCity of Harrisonburg, Virginia",
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1 · FIGURE
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Page 36 JSON
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"text": "Legend\n00 (00) [00] AM (PM) [Midday] Peak Hour\nExisting Road\nS' Effective Storage (Feet)\nSignalized Intersection\nChannelization\nLane Configuration\n*Per TOSAM, Effective Storage is the length of the full width lane plus 1/2 the length of the taper",
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"text": "Table 6-3 summarizes the 2034 background conditions intersection LOS, delay,[p37.4.1] percentile queue lengths (Synchro), and maximum queue lengths (SimTraffic) based on the 2024 existing intersection geometry, signal timings, and peak hour traffic volumes. The corresponding SYNCHRO and SimTraffic reports are included in Appendix E. Note that the intersection numbers shown on the LOS, delay, and queue length summary tables correspond to the intersection numbers used in the SYNCHRO models.",
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"text": "Per VDOT Pathways for Planning Route Analysis Network, the volumes on Chicago Avenue and Waterman Drive have experienced a growth rate of approximately 0.5% from 2021-2023. For conservative estimates, an annual growth rate of 2% was applied in the background projects. The 2% annual growth rate was compounded annually for the ten-year period from 2024 to 2034 and applied to all movements at the study intersections. As noted above, to be additionally conservative in our estimates, trip generation of specific movements from Quarry Heights' full build-out was incorporated into the analysis of the Chicago Avenue and Waterman Drive intersection, specifically the EB Waterman Drive left and right movements and the SB Chicago Avenue right movement. It should be noted that the midday peak does not incorporate any Quarry Heights' trip generation as this data was not provided with the TIA.",
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"text": "As shown in Table 6-3, the 2034 background traffic is anticipated to continue operating at somewhat similar service operations:",
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"text": "- At the unsignalized intersections of (1) Chicago Avenue/Shenandoah Street and (2) Chicago Avenue/Greystone Street, all movements operate at a LOS B or better during all peak hours (AM/PM/midday).",
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"text": "- At the unsignalized intersection of (3) Chicago Avenue/Waterman Drive, all movements operate at a LOS E or better during all peak hours.",
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"text": "o During the PM peak hour, the EB left/thru and EB right movements operate at a LOS E.",
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"text": "o During the midday peak hour, the EB right exceeds the available storage length (50').",
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"text": "o Due to the length of the EB right storage (50'), queuing for the EB left/thru movement may prohibit EB right movements during the peak hours.",
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"text": "- At the signalized intersection of (4) W Market Street/Dogwood Drive, the overall intersection operates at a LOS C or better during AM, PM, and midday peak hours.",
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figure (2)
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1 · FIGURE
2 · TEXT
3 · FOOTNOTE
4 · FIGURE
5
6 · FOOTNOTE
7 · FOOTNOTE
Page 39 JSON
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caption (1)
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1 · FIGURE
2
3 · CAPTION
4 · FIGURE
5 · FIGURE
6
7 · TEXT
8 · FOOTNOTE
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5 · CAPTION
6 · CAPTION
7 · TABLE
8
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13
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"text": "To inform residents about this corridor study and to provide an opportunity to ask questions and encourage discussion about walking and biking in the area, the City hosted a community meeting on October 15, 2024 at the Price Rotary Senior Center. Participants were also asked to complete a paper or online survey about being a cyclist, pedestrian, or both in Harrisonburg; for those unable to attend the meeting, information about the corridor study and survey was posted on the City website and publicized through social media and local news.",
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"text": "61 responses were submitted at the close of survey on November 12, 2024. Of the 61 responses, respondents primarily (1) drive, (2) walk, (3) bike, or (4) ride as a passenger in a vehicle through the City. Few utilize other wheeling (scooter, skateboard, etc.), ride a City bus, or ride a school bus. Notably, 21 respondents bike as their primary mode of transportation and 29 respondents drive as their primary mode of transportation. A majority of the survey responses expressed a desire to walk, bike, drive/ride a passenger car; over a third of the responses expressed that they would like to ride a City bus, indicating a desire for expanded public transportation service.",
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"text": "For those that currently walk, they usually walk with others. For those that currently bike, they sometimes bike with others, sometimes bike with children, and sometimes transport cargo. In both bicycle and pedestrian scenarios, the responses indicate that a separated facility may be needed for adequate accommodations.",
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"text": "Nearly all survey participants that walk or bike do so for recreation and exercise and the majority of respondents walk or bike as part of their commute to school or work. Others noted that they walk or bike to run errands or go shopping, go to a 'third place' destination (such as breweries, restaurants, downtown, or public amenities like libraries), to supervise children to school, to create a sense of place to connect with neighbors, to avoid traffic and parking, and to reduce carbon emissions.",
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"text": "When asked what kind of bicycle facility is the most comfortable, respondents similarly selected a separated path with a buffer, shared with people walking and biking (93%). Bicyclists also felt comfortable biking on a low-traffic neighborhood street (75%), or on a connector road in a bike lane (69%). Fewer bicyclists would feel comfortable riding on a separated path without a buffer, shared with people walking or biking (61%) and even fewer felt comfortable riding on a sidewalk with others walking and biking (46%). Only 26% of bicyclists would feel comfortable riding in a shared lane with vehicles. All three free responses noted that they would be comfortable in an on-road bike lane, only if there was a buffer with a physical barrier and separation from vehicles.",
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"text": "Participants noted that they would like to walk or bike along Mt Clinton Pike, Waterman Drive, and Chicago Avenue but currently do not. Many described that the lack of shoulder, existing truck traffic, and speeding vehicles create an unpleasant walking or biking experience. A few responses specifically noted that they would like to bike on Chicago Avenue with their children, however, they currently do",
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"text": "not due to children being “wobbly on bikes and tend[ing] to veer when they look over their shoulders [for oncoming traffic].” A few responses also identified Gift and Thrift, schools, the Eastern Mennonite University campus, Downtown Harrisonburg, and other retail and service businesses as other destinations they hope to walk or bike to in the future.",
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"text": "Improvements were proposed based on the analyses performed for the 2024 existing volumes and the 2034 background volumes, community engagement with City residents, and ongoing collaboration with the Department of Public Works.",
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"text": "Three potential alignments between the Northend Greenway along Mount Clinton Pike and the Friendly City Trail in Westover Park were developed as part of this study. These three overall alignments, along with variations, are shown in Figure 22. Alignment A follows Mount Clinton Pike to College Avenue, then proceeds through the Quarry Heights property, and crosses W Market Street at a new crossing and follows the eastern boundary of Thomas Harrison Middle School to the Friendly City Trail at the rear of the school property. Alignment B follows Chicago Avenue to Waterman Drive, crosses W Market Street at the existing signalized intersection at Waterman Drive and through the Westover Park property to the Friendly City Trail. Alignment C connects Mount Clinton Pike to Woodleigh Court and jogs along Stuart Street Waterman Drive, and Chicago Avenue, then follows N Dogwood Drive to the signalized intersection at W Market Street, connecting to the Friendly City Trail through the Westover Park grounds. Proposed variations include utilizing Smith Avenue and Hillside Avenue with Alignment A or Willow Street with Alignment C.",
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"text": "These alignments demonstrate many options for connectivity in this area and can be combined in a variety of ways. Each alignment would provide a significant north-south connection for those biking and walking. Pursuing any or all of these alignments would not only provide improved access to the Northend Greenway and the Friendly City Trail, but other primary destinations such as Eastern Mennonite University, City public schools, commercial and retail services, and many nearby residences.",
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"text": "With the approved rezoning and special-use permit applications of the Quarry Heights property, the City may consider tying the alignment through the development, as conditions of approval included the completion of a shared-use path by the developer, from Waterman Drive to the development's frontage on W Market Street. Furthermore, funding and design of the Chicago Avenue corridor improvements should also be a consideration; if the timing of corridor improvements coincides well with establishing the connection, a variation of Alignment B would likely be appropriate.",
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"text": "The Chicago Avenue corridor should be improved with continuous bicycle-pedestrian facilities from Mt. Clinton Pike to Waterman Drive, including the existing substandard SB facility between Waterman Drive and Rockingham Drive. Improvements should continue along Waterman Drive and connect to the shared-use path to be included in the Quarry Heights development, with details of that connection to be determined in the future. Due to the presence of large concrete utility poles on the NB side of Chicago Avenue, the larger path facility is recommended for the SB portion of Chicago Avenue. This path will likely be asphalt, intended to serve as an off-road facility for both bicyclists and pedestrians. The path should feature grass buffers along the length, however, the path and buffer width may vary, or the buffer may be omitted in certain locations. This may be due to constraints such as the location of existing buildings.",
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"text": "Two primary recommendations are provided for the Chicago Avenue and Waterman Drive intersection. To address the skewed intersection geometry and the pattern of angle crashes at this location, an offset intersection could be installed; curb extensions would modify both Waterman Drive approaches to meet Chicago Avenue at a perpendicular (90-degree) angle and improve a driver's field-of-vision from Waterman Drive onto Chicago Avenue. Improving the intersection with curb and gutter would also 'harden' the intersection edges and provide a traffic-calming effect. Moreover, the NB bike lane that ends at Rockingham Drive could be extended to Waterman Drive, where marked crossings could be installed at the time of the intersection improvement.",
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"text": "A new crossing of W Market Street adjacent to Thomas Harrison Middle School is needed, along with a trail connection between the crossing and the Friendly City Trail. To determine the appropriate crossing treatment, two guidelines were used: (1) the Virginia Department of Transportation (VDOT) Traffic Engineering Instructional and Informational Memorandum Pedestrian Crossing Accommodations at Unsignalized Locations (IIM-TE-384.1) and (2) the Federal Highway Administration (FHWA) Guide for Improving Pedestrian Safety at Uncontrolled Crossing Locations. W Market Street has an existing AADT of 7,800 and a speed limit of 35 miles per hour, with a four-lane divided roadway cross section. Based on this existing cross section, the guides recommend a Rectangular Rapid-Flashing Beacon (RRFB) and/or roadway reconfiguration , also known as a “road diet” to reduce the travel lanes from two lanes in each direction to one lane in each direction. Though the roadway reconfiguration is feasible based on the recent traffic data, implementation would require changes beyond the limits of the crossing. Thus, a RRFB was selected as the appropriate",
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"text": "Northend Greenway to Friendly City Trail Alignments\nChicago Avenue & Waterman Drive Corridor Study\nCity of Harrisonburg, Virginia",
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1 · HEADING
2 · TEXT
3 · FIGURE
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1 · TITLE
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3 · CAPTION
4 · TABLE
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1 · TABLE
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96 · TEXT
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heading (1)
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Table integrity:
2 of 817 cells don't match the text layer at their coordinates.
r2c1 (0%): “From North”
r35c0 (0%): “Approx %”
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figure (1)
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1 · HEADING
2 · TEXT
3 · FIGURE
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1 · TEXT
2 · TABLE
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caption (1)
heading (1)
list (1)
list_item (2)
table (1)
table_cell (762)
text (1)
title (1)
1 · TITLE
2 · TEXT
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r32c0 (0%): “Approx %”
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1 · TITLE
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1 · FIGURE
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1 · TEXT
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398 · CAPTION
399 · CAPTION
Table integrity:
21 of 197 cells don't match the text layer at their coordinates.
r2c18 (0%): “Left”
r2c19 (0%): “Left”
r3c0 (0%): “5-6 AM”
r4c0 (0%): “6-7 AM”
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caption (2)
table (1)
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text (2)
1 · CAPTION
2 · CAPTION
3 · TEXT
4 · TABLE
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699 · TEXT
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caption (2)
table (1)
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1 · TEXT
2 · CAPTION
3 · CAPTION
4 · TEXT
5 · TABLE
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caption (2)
table (1)
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text (2)
1 · CAPTION
2 · CAPTION
3 · TEXT
4 · TABLE
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417 · TEXT
Table integrity:
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r1c2 (0%): “SB Chicago”
r1c3 (50%): “SB Chicago”
r1c4 (0%): “SB Chicago”
r1c5 (50%): “SB Chicago”
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1 · TEXT
2 · TEXT
3 · TEXT
4 · TABLE
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420 · TEXT
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1 · CAPTION
2 · TEXT
3 · TEXT
4 · CAPTION
5 · TABLE
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caption (4)
table (1)
table_cell (351)
text (1)
1 · TEXT
2 · TABLE
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354 · CAPTION
355 · CAPTION
356 · CAPTION
357 · CAPTION
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table (1)
table_cell (24)
1 · TABLE
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Page 96 JSON
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r9c0 (25%): “Passenger Veh % Passenger Veh”
r10c0 (0%): “Trucks % Trucks”
r11c0 (0%): “Passenger Veh % Passenger Veh”
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1 · HEADING
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3 · TABLE
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table (1)
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1 · TEXT
2 · TABLE
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431 · TEXT
Table integrity:
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r1c20 (0%): “Area”
r1c21 (0%): “Left”
r19c16 (0%): “8”
r19c17 (0%): “2”
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caption (1)
figure (1)
text (2)
1 · TEXT
2 · CAPTION
3 · FIGURE
4 · TEXT
Page 106 JSON
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425 · TEXT
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1 · TEXT
2 · HEADER
3 · TABLE
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439 · FOOTER
Page 110 JSON
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1 · HEADER
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81 · TEXT
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1 · HEADER
2 · HEADER
3 · TABLE
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312 · FOOTER
313 · FOOTER
314 · TEXT
Page 122 JSON
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1 · HEADER
2 · HEADER
3 · TABLE
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61 · FOOTER
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footer (2)
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1 · HEADER
2 · HEADER
3 · TABLE
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316 · FOOTER
317 · FOOTER
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1 · HEADER
2 · HEADER
3 · CAPTION
4 · TABLE
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21 · CAPTION
22 · TABLE
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56 · FOOTER
57 · FOOTER
58 · TEXT
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1 · HEADER
2 · HEADER
3 · CAPTION
4 · TABLE
5
6
7
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10
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12
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14
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44
45 · FOOTER
46 · FOOTER
47 · TEXT
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1 · HEADER
2 · HEADER
3 · TABLE
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307 · FOOTER
308 · FOOTER
309 · TEXT
Table integrity:
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r0c6 (0%): “[F3]”
r0c7 (0%): “[F5]”
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Page 128 JSON
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297 · TEXT
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1 · HEADER
2 · HEADER
3 · TABLE
4
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58 · FOOTER
59 · FOOTER
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1 · HEADER
2 · HEADER
3 · CAPTION
4 · TABLE
5
6
7
8
9 · CAPTION
10 · TABLE
11
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44 · FOOTER
45 · FOOTER
46 · TEXT
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caption (1)
footer (2)
header (2)
table (1)
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text (1)
1 · HEADER
2 · HEADER
3 · CAPTION
4 · TABLE
5
6
7
8
9
10
11
12
13
14
15
16
17
18
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25
26
27
28
29
30
31
32
33
34
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40
41
42
43
44
45 · FOOTER
46 · FOOTER
47 · TEXT
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1 · HEADER
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84 · TEXT
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1 · HEADER
2 · HEADER
3 · TABLE
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58 · FOOTER
59 · FOOTER
60 · TEXT
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1 · HEADER
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3 · CAPTION
4 · TABLE
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45 · FOOTER
46 · FOOTER
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1 · HEADER
2 · HEADER
3 · TEXT
4 · FOOTER
5 · FOOTER
6 · FOOTER
Page 140 JSON
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1 · HEADER
2 · HEADER
3 · TABLE
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264 · FOOTER
265 · FOOTER
266 · TEXT
Table integrity:
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r0c7 (0%): “[F4]”
r0c9 (0%): “[F3]”
r0c10 (0%): “[F5]”
r0c12 (0%): “[F2]”
Page 141 JSON
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1 · HEADER
2 · HEADER
3 · CAPTION
4 · TABLE
5
6
7
8
9 · CAPTION
10 · TABLE
11
12
13
14
15
16
17
18
19
20
21
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24
25
26
27
28
29
30
31
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44 · FOOTER
45 · FOOTER
46 · TEXT
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1 · HEADER
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3 · CAPTION
4 · TABLE
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62 · TABLE
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65 · TABLE
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266 · FOOTER
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84 · TEXT
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header (2)
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1 · HEADER
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1 · HEADER
2 · HEADER
3 · CAPTION
4 · TABLE
5
6
7
8
9
10 · CAPTION
11 · TABLE
12
13
14
15
16
17
18
19
20
21
22
23
24
25
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28
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37 · FOOTER
38 · FOOTER
39 · TEXT
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1 · HEADER
2 · HEADER
3 · CAPTION
4 · TABLE
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45 · FOOTNOTE
46 · FOOTER
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1 · HEADER
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3 · TABLE
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328 · FOOTER
329 · FOOTER
330 · TEXT
Table integrity:
5 of 159 cells don't match the text layer at their coordinates.
r0c4 (0%): “[F3]”
r0c6 (0%): “[F6]”
r0c8 (0%): “[F5]”
r0c9 (0%): “[F2]”
Page 154 JSON
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}
footer (2)
header (2)
table (1)
table_cell (92)
text (1)
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98 · TEXT
Page 155 JSON
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1 · HEADER
2 · HEADER
3 · TABLE
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60 · FOOTER
Page 157 JSON
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1 · HEADER
2 · HEADER
3 · CAPTION
4 · TABLE
5
6
7
8
9
10 · CAPTION
11 · TABLE
12
13
14
15
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41 · FOOTER
42 · FOOTER
43 · TEXT
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footer (1)
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199 · FOOTER
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footer (1)
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184 · FOOTER
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table (1)
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"t": 599.69304,
"r": 549.202677,
"b": 591.09984
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"text": "93,000.00",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
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},
{
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"l": 52.3199,
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"text": "Roadway Improvements",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
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},
{
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"type": "table_cell",
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"l": 217.84,
"t": 635.4171,
"r": 386.72,
"b": 618.24
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"text": "$",
"attrs": {
"row": 5,
"col": 1,
"rowspan": 1,
"colspan": 1
},
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},
{
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"type": "table_cell",
"bbox": {
"l": 506.88,
"t": 586.85304,
"r": 549.212979,
"b": 578.2598399999999
},
"text": "168,000.00",
"attrs": {
"row": 5,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p174.1.12",
"order": 13,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 574.01264,
"r": 143.692896,
"b": 565.41944
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"text": "Stormwater & Hydraulics",
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"row": 6,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
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"type": "table_cell",
"bbox": {
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"b": 601.0629
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"text": "$",
"attrs": {
"row": 6,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p174.1.14",
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"type": "table_cell",
"bbox": {
"l": 506.88,
"t": 574.01304,
"r": 549.212979,
"b": 565.41984
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"text": "131,000.00",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
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},
{
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"t": 561.17244,
"r": 155.719311,
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"text": "Miscellaneous Construction",
"attrs": {
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"col": 0,
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"colspan": 1,
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},
{
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"t": 601.0629,
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"b": 583.8857
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"row": 7,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
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"type": "table_cell",
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"l": 511.56,
"t": 561.17304,
"r": 549.202677,
"b": 552.57984
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"text": "79,000.00",
"attrs": {
"row": 7,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
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},
{
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"type": "table_cell",
"bbox": {
"l": 330.95386,
"t": 548.33284,
"r": 370.289486,
"b": 539.73964
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"text": "Subtotal A = $",
"attrs": {
"row": 8,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p174.1.19",
"order": 20,
"type": "table_cell",
"bbox": {
"l": 506.52,
"t": 548.33304,
"r": 548.982494,
"b": 539.73984
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"text": "471,000.00",
"attrs": {
"row": 8,
"col": 1,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
},
"children": []
},
{
"id": "p174.1.20",
"order": 21,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 522.7996800000001,
"r": 217.25382,
"b": 513.4252799999999
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"text": "OTHER BID COSTS FOR CONSTRUCTION",
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"col": 0,
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"colspan": 3,
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},
"children": []
},
{
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"order": 22,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 509.21304,
"r": 245.279094,
"b": 500.61984
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"text": "Mobilization for Subtotal A (Calc from VDOT formula)",
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"row": 10,
"col": 0,
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"colspan": 1,
"bbox_refit": true
},
"children": []
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{
"id": "p174.1.22",
"order": 23,
"type": "table_cell",
"bbox": {
"l": 217.84,
"t": 549.5314,
"r": 386.72,
"b": 532.3543
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"text": "$",
"attrs": {
"row": 10,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p174.1.23",
"order": 24,
"type": "table_cell",
"bbox": {
"l": 511.56,
"t": 509.21304,
"r": 549.202677,
"b": 500.61984
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"text": "41,000.00",
"attrs": {
"row": 10,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p174.1.24",
"order": 25,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 496.37284,
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"b": 487.77964
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"text": "Construction Surveying",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"children": []
},
{
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"type": "table_cell",
"bbox": {
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"t": 532.3543,
"r": 386.72,
"b": 515.1771
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"text": "$",
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"row": 11,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p174.1.26",
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"bbox": {
"l": 516.24,
"t": 496.37304,
"r": 549.192375,
"b": 487.77984
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"text": "8,000.00",
"attrs": {
"row": 11,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
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"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 483.53264,
"r": 114.524216,
"b": 474.93944
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"text": "Materials Testing",
"attrs": {
"row": 12,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p174.1.28",
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"type": "table_cell",
"bbox": {
"l": 217.84,
"t": 515.1771,
"r": 386.72,
"b": 498
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"text": "$",
"attrs": {
"row": 12,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p174.1.29",
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"bbox": {
"l": 511.56,
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"r": 549.202677,
"b": 474.93984
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"text": "10,000.00",
"attrs": {
"row": 12,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p174.1.30",
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"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 470.69244,
"r": 193.149213,
"b": 462.09924
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"text": "Construction Engineering & Inspection",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
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},
{
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"l": 217.84,
"t": 498,
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"b": 480.8229
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"attrs": {
"row": 13,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p174.1.32",
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"l": 511.56,
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"text": "80,000.00",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
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},
{
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"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 457.85304,
"r": 208.709543,
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"text": "Contingency for CN (Construction + Other)",
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"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
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"type": "table_cell",
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"t": 480.8229,
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"b": 463.6457
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"text": "$",
"attrs": {
"row": 14,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p174.1.35",
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"type": "table_cell",
"bbox": {
"l": 506.88,
"t": 457.85304,
"r": 549.212979,
"b": 449.25984
},
"text": "305,000.00",
"attrs": {
"row": 14,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
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"l": 330.95416,
"t": 445.01344,
"r": 370.336042,
"b": 436.42024
},
"text": "Subtotal B = $",
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"row": 15,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
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"l": 506.52,
"t": 445.01304,
"r": 548.982494,
"b": 436.41984
},
"text": "444,000.00",
"attrs": {
"row": 15,
"col": 1,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
},
"children": []
},
{
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"type": "table_cell",
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"l": 192.956462,
"t": 419.33234,
"r": 375.84122,
"b": 410.73914
},
"text": "TOTAL ROADWAY CONSTRUCTION ITEMS (A + B): $",
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"row": 16,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p174.1.39",
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"type": "table_cell",
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"l": 506.52,
"t": 419.33304,
"r": 548.982494,
"b": 410.73984
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"text": "915,000.00",
"attrs": {
"row": 16,
"col": 1,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
},
"children": []
},
{
"id": "p174.1.40",
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"type": "table_cell",
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"l": 52.4398,
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"b": 384.42528
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"text": "PRELIMINARY ENGINEERING (DESIGN & ADMINISTRATIVE COSTS)",
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"col": 0,
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"colspan": 3,
"bbox_refit": true
},
"children": []
},
{
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"bbox": {
"l": 52.3199,
"t": 380.21304,
"r": 188.357149,
"b": 371.61984
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"text": "Survey, Design Services, & Permitting",
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"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
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"order": 43,
"type": "table_cell",
"bbox": {
"l": 217.84,
"t": 412.1143,
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"b": 394.9371
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"text": "$",
"attrs": {
"row": 18,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p174.1.43",
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"type": "table_cell",
"bbox": {
"l": 506.88,
"t": 380.21304,
"r": 549.212979,
"b": 371.61984
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"text": "183,000.00",
"attrs": {
"row": 18,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
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"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 367.37324,
"r": 155.747064,
"b": 358.78004
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"text": "Environmental Coordination",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
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"type": "table_cell",
"bbox": {
"l": 217.84,
"t": 394.9371,
"r": 386.72,
"b": 377.76
},
"text": "$",
"attrs": {
"row": 19,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p174.1.46",
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"type": "table_cell",
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"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1
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"children": []
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{
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"type": "table_cell",
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"l": 52.3199,
"t": 354.53344,
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"text": "Contingency for PE",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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{
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"t": 377.76,
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"b": 360.5829
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"attrs": {
"row": 20,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
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{
"id": "p174.1.49",
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"l": 511.56,
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"r": 549.202677,
"b": 345.93984
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"text": "19,000.00",
"attrs": {
"row": 20,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
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{
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"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"children": []
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{
"id": "p174.1.51",
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"l": 506.52,
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"r": 548.982494,
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"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 2,
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{
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"text": "GRAND TOTAL ROADWAY ITEMS (A+B+C): $",
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"row": 22,
"col": 0,
"rowspan": 1,
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{
"id": "p174.1.53",
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"text": "1,117,000.00",
"attrs": {
"row": 22,
"col": 1,
"rowspan": 1,
"colspan": 2,
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{
"id": "p174.1.54",
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"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 290.47968,
"r": 183.869166,
"b": 281.10528
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"text": "RIGHT OF WAY & UTILITY COSTS",
"attrs": {
"row": 23,
"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
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"children": []
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{
"id": "p174.1.55",
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"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 276.89304000000004,
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"b": 268.29984
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"text": "Utility Coordination & Relocation",
"attrs": {
"row": 24,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"children": []
},
{
"id": "p174.1.56",
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"type": "table_cell",
"bbox": {
"l": 217.84,
"t": 309.0514,
"r": 386.72,
"b": 291.8743
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"text": "$",
"attrs": {
"row": 24,
"col": 1,
"rowspan": 1,
"colspan": 1
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"children": []
},
{
"id": "p174.1.57",
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"type": "table_cell",
"bbox": {
"l": 506.88,
"t": 276.89304000000004,
"r": 549.212979,
"b": 268.29984
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"text": "168,000.00",
"attrs": {
"row": 24,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
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"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 264.05283999999995,
"r": 180.271698,
"b": 255.45964000000004
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"text": "Right of Way - Administrative Costs",
"attrs": {
"row": 25,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
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"type": "table_cell",
"bbox": {
"l": 217.84,
"t": 291.8743,
"r": 386.72,
"b": 274.6971
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"text": "$",
"attrs": {
"row": 25,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p174.1.60",
"order": 61,
"type": "table_cell",
"bbox": {
"l": 511.56,
"t": 264.05304,
"r": 549.202677,
"b": 255.45983999999999
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"text": "80,000.00",
"attrs": {
"row": 25,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p174.1.61",
"order": 62,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 251.21244000000002,
"r": 168.421054,
"b": 242.61924
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"text": "Right of Way - Acquisition Costs",
"attrs": {
"row": 26,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"children": []
},
{
"id": "p174.1.62",
"order": 63,
"type": "table_cell",
"bbox": {
"l": 217.84,
"t": 274.6971,
"r": 386.72,
"b": 257.52
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"text": "$",
"attrs": {
"row": 26,
"col": 1,
"rowspan": 1,
"colspan": 1
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"children": []
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{
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table (1)
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Table integrity:
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r0c0 (10%): “City of Harrisonburg Chicago Avenue Corridor Phase 2 (NB) M…”
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"col": 1,
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"col": 1,
"rowspan": 1,
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{
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"col": 2,
"rowspan": 1,
"colspan": 1,
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{
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{
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{
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{
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{
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{
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{
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"colspan": 1
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"col": 2,
"rowspan": 1,
"colspan": 1,
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},
{
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{
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"attrs": {
"row": 19,
"col": 1,
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"colspan": 1
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{
"id": "p175.1.46",
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"row": 19,
"col": 2,
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"colspan": 1
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{
"id": "p175.1.47",
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"type": "table_cell",
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"l": 52.2,
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"col": 0,
"rowspan": 1,
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},
{
"id": "p175.1.48",
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"col": 1,
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},
{
"id": "p175.1.49",
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"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
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},
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},
{
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{
"id": "p175.1.51",
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"text": "196,000.00",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 2,
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{
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"text": "GRAND TOTAL ROADWAY ITEMS (A+B+C): $",
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{
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"colspan": 2,
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{
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"text": "RIGHT OF WAY & UTILITY COSTS",
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"col": 0,
"rowspan": 1,
"colspan": 3,
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"children": []
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{
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"text": "Utility Coordination & Relocation",
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"col": 0,
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{
"id": "p175.1.56",
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"b": 299.6297
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"text": "$",
"attrs": {
"row": 24,
"col": 1,
"rowspan": 1,
"colspan": 1
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{
"id": "p175.1.57",
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"r": 554.557574,
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"text": "163,000.00",
"attrs": {
"row": 24,
"col": 2,
"rowspan": 1,
"colspan": 1,
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"children": []
},
{
"id": "p175.1.58",
"order": 59,
"type": "table_cell",
"bbox": {
"l": 52.2,
"t": 272.84352,
"r": 178.527928,
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"text": "Right of Way - Administrative Costs",
"attrs": {
"row": 25,
"col": 0,
"rowspan": 1,
"colspan": 1,
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{
"id": "p175.1.59",
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"text": "$",
"attrs": {
"row": 25,
"col": 1,
"rowspan": 1,
"colspan": 1
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{
"id": "p175.1.60",
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"text": "100,000.00",
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"col": 2,
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"colspan": 1,
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{
"id": "p175.1.61",
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"t": 260.24352,
"r": 166.827684,
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"text": "Right of Way - Acquisition Costs",
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"col": 0,
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"colspan": 1,
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{
"id": "p175.1.62",
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"text": "$",
"attrs": {
"row": 26,
"col": 1,
"rowspan": 1,
"colspan": 1
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{
"id": "p175.1.63",
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"text": "162,000.00",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
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{
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{
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"text": "$",
"attrs": {
"row": 27,
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"colspan": 1
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{
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"text": "213,000.00",
"attrs": {
"row": 27,
"col": 2,
"rowspan": 1,
"colspan": 1,
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{
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"text": "ROW Subtotal = $",
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{
"id": "p175.1.68",
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"text": "638,000.00",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 2,
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{
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"text": "SUMMARY OF BUDGET PHASES",
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{
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{
"id": "p175.1.71",
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"row": 30,
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"colspan": 1
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{
"id": "p175.1.72",
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{
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"text": "Right of Way (RW)",
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{
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{
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{
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{
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table (1)
table_cell (81)
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Table integrity:
1 of 58 cells don't match the text layer at their coordinates.
r0c0 (10%): “City of Harrisonburg Chicago Avenue Corridor Phase 1 (SB) S…”
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table (1)
table_cell (81)
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Table integrity:
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r0c0 (10%): “City of Harrisonburg Chicago Avenue Corridor Phase 2 (NB) S…”
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"t": 551.0126,
"r": 389.44,
"b": 534.2537
},
"text": "$",
"attrs": {
"row": 10,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p177.1.23",
"order": 24,
"type": "table_cell",
"bbox": {
"l": 517.436472,
"t": 513.44352,
"r": 554.601416,
"b": 504.96192
},
"text": "55,000.00",
"attrs": {
"row": 10,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.24",
"order": 25,
"type": "table_cell",
"bbox": {
"l": 52.2,
"t": 500.84352,
"r": 136.531267,
"b": 492.36192
},
"text": "Construction Surveying",
"attrs": {
"row": 11,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.25",
"order": 26,
"type": "table_cell",
"bbox": {
"l": 219.44,
"t": 534.2537,
"r": 389.44,
"b": 517.4949
},
"text": "$",
"attrs": {
"row": 11,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p177.1.26",
"order": 27,
"type": "table_cell",
"bbox": {
"l": 517.439821,
"t": 500.84352,
"r": 554.604765,
"b": 492.36192
},
"text": "10,000.00",
"attrs": {
"row": 11,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.27",
"order": 28,
"type": "table_cell",
"bbox": {
"l": 52.2,
"t": 488.24352,
"r": 113.614864,
"b": 479.76192
},
"text": "Materials Testing",
"attrs": {
"row": 12,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.28",
"order": 29,
"type": "table_cell",
"bbox": {
"l": 219.44,
"t": 517.4949,
"r": 389.44,
"b": 500.736
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"text": "$",
"attrs": {
"row": 12,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p177.1.29",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 517.440372,
"t": 488.24352,
"r": 554.605316,
"b": 479.76192
},
"text": "14,000.00",
"attrs": {
"row": 12,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.30",
"order": 31,
"type": "table_cell",
"bbox": {
"l": 52.2,
"t": 475.64352,
"r": 191.242011,
"b": 467.16192
},
"text": "Construction Engineering & Inspection",
"attrs": {
"row": 13,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.31",
"order": 32,
"type": "table_cell",
"bbox": {
"l": 219.44,
"t": 500.736,
"r": 389.44,
"b": 483.9771
},
"text": "$",
"attrs": {
"row": 13,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p177.1.32",
"order": 33,
"type": "table_cell",
"bbox": {
"l": 517.442002,
"t": 475.64352,
"r": 554.606946,
"b": 467.16192
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"text": "74,000.00",
"attrs": {
"row": 13,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.33",
"order": 34,
"type": "table_cell",
"bbox": {
"l": 52.214494,
"t": 463.04352,
"r": 206.619355,
"b": 454.56192
},
"text": "Contingency for CN (Construction + Other)",
"attrs": {
"row": 14,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.34",
"order": 35,
"type": "table_cell",
"bbox": {
"l": 219.44,
"t": 483.9771,
"r": 389.44,
"b": 467.2183
},
"text": "$",
"attrs": {
"row": 14,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p177.1.35",
"order": 36,
"type": "table_cell",
"bbox": {
"l": 512.741216,
"t": 463.04352,
"r": 554.536936,
"b": 454.56192
},
"text": "404,000.00",
"attrs": {
"row": 14,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.36",
"order": 37,
"type": "table_cell",
"bbox": {
"l": 316.069211,
"t": 450.44352,
"r": 354.951287,
"b": 441.96192
},
"text": "Subtotal B = $",
"attrs": {
"row": 15,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.37",
"order": 38,
"type": "table_cell",
"bbox": {
"l": 512.756272,
"t": 450.44352,
"r": 554.679863,
"b": 441.96192
},
"text": "557,000.00",
"attrs": {
"row": 15,
"col": 1,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.38",
"order": 39,
"type": "table_cell",
"bbox": {
"l": 180.954843,
"t": 425.24352,
"r": 361.518563,
"b": 416.76192
},
"text": "TOTAL ROADWAY CONSTRUCTION ITEMS (A + B): $",
"attrs": {
"row": 16,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.39",
"order": 40,
"type": "table_cell",
"bbox": {
"l": 505.676589,
"t": 425.24352,
"r": 554.669648,
"b": 416.76192
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"text": "1,211,000.00",
"attrs": {
"row": 16,
"col": 1,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.40",
"order": 41,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 400.31016,
"r": 318.999921,
"b": 391.04736
},
"text": "PRELIMINARY ENGINEERING (DESIGN & ADMINISTRATIVE COSTS)",
"attrs": {
"row": 17,
"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.41",
"order": 42,
"type": "table_cell",
"bbox": {
"l": 52.2,
"t": 386.84352,
"r": 186.510764,
"b": 378.36192
},
"text": "Survey, Design Services, & Permitting",
"attrs": {
"row": 18,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.42",
"order": 43,
"type": "table_cell",
"bbox": {
"l": 219.44,
"t": 416.9417,
"r": 389.44,
"b": 400.1829
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"text": "$",
"attrs": {
"row": 18,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p177.1.43",
"order": 44,
"type": "table_cell",
"bbox": {
"l": 512.761824,
"t": 386.84352,
"r": 554.557544,
"b": 378.36192
},
"text": "243,000.00",
"attrs": {
"row": 18,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.44",
"order": 45,
"type": "table_cell",
"bbox": {
"l": 52.2,
"t": 374.24352,
"r": 154.314542,
"b": 365.76192
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"text": "Environmental Coordination",
"attrs": {
"row": 19,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.45",
"order": 46,
"type": "table_cell",
"bbox": {
"l": 219.44,
"t": 400.1829,
"r": 389.44,
"b": 383.424
},
"text": "$",
"attrs": {
"row": 19,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p177.1.46",
"order": 47,
"type": "table_cell",
"bbox": {
"l": 389.44,
"t": 400.1829,
"r": 559.44,
"b": 383.424
},
"text": "-",
"attrs": {
"row": 19,
"col": 2,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p177.1.47",
"order": 48,
"type": "table_cell",
"bbox": {
"l": 52.2,
"t": 361.64352,
"r": 120.80307,
"b": 353.16192
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"text": "Contingency for PE",
"attrs": {
"row": 20,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.48",
"order": 49,
"type": "table_cell",
"bbox": {
"l": 219.44,
"t": 383.424,
"r": 389.44,
"b": 366.6651
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"text": "$",
"attrs": {
"row": 20,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p177.1.49",
"order": 50,
"type": "table_cell",
"bbox": {
"l": 517.441922,
"t": 361.64352,
"r": 554.606866,
"b": 353.16192
},
"text": "25,000.00",
"attrs": {
"row": 20,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.50",
"order": 51,
"type": "table_cell",
"bbox": {
"l": 315.352211,
"t": 349.04352,
"r": 354.928446,
"b": 340.56192
},
"text": "Subtotal C = $",
"attrs": {
"row": 21,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.51",
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"type": "table_cell",
"bbox": {
"l": 512.756192,
"t": 349.04352,
"r": 554.679783,
"b": 340.56192
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"text": "268,000.00",
"attrs": {
"row": 21,
"col": 1,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
},
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},
{
"id": "p177.1.52",
"order": 53,
"type": "table_cell",
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"l": 207.836178,
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"text": "GRAND TOTAL ROADWAY ITEMS (A+B+C): $",
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"row": 22,
"col": 0,
"rowspan": 1,
"colspan": 1,
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},
"children": []
},
{
"id": "p177.1.53",
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"l": 505.676899,
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"r": 554.669959,
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"text": "1,479,000.00",
"attrs": {
"row": 22,
"col": 1,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.54",
"order": 55,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 298.91016,
"r": 182.223544,
"b": 289.64736
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"text": "RIGHT OF WAY & UTILITY COSTS",
"attrs": {
"row": 23,
"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
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"children": []
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{
"id": "p177.1.55",
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"type": "table_cell",
"bbox": {
"l": 52.2,
"t": 285.44352,
"r": 170.654696,
"b": 276.96191999999996
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"text": "Utility Coordination & Relocation",
"attrs": {
"row": 24,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.56",
"order": 57,
"type": "table_cell",
"bbox": {
"l": 219.44,
"t": 316.3886,
"r": 389.44,
"b": 299.6297
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"text": "$",
"attrs": {
"row": 24,
"col": 1,
"rowspan": 1,
"colspan": 1
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"children": []
},
{
"id": "p177.1.57",
"order": 58,
"type": "table_cell",
"bbox": {
"l": 512.762135,
"t": 285.44352,
"r": 554.557855,
"b": 276.96191999999996
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"text": "222,000.00",
"attrs": {
"row": 24,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.58",
"order": 59,
"type": "table_cell",
"bbox": {
"l": 52.2,
"t": 272.84352,
"r": 178.527928,
"b": 264.36192000000005
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"text": "Right of Way - Administrative Costs",
"attrs": {
"row": 25,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.59",
"order": 60,
"type": "table_cell",
"bbox": {
"l": 219.44,
"t": 299.6297,
"r": 389.44,
"b": 282.8709
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"text": "$",
"attrs": {
"row": 25,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p177.1.60",
"order": 61,
"type": "table_cell",
"bbox": {
"l": 512.756503,
"t": 272.84352,
"r": 554.552222,
"b": 264.36192000000005
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"text": "110,000.00",
"attrs": {
"row": 25,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.61",
"order": 62,
"type": "table_cell",
"bbox": {
"l": 52.2,
"t": 260.24352,
"r": 166.827684,
"b": 251.76192000000003
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"text": "Right of Way - Acquisition Costs",
"attrs": {
"row": 26,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"children": []
},
{
"id": "p177.1.62",
"order": 63,
"type": "table_cell",
"bbox": {
"l": 219.44,
"t": 282.8709,
"r": 389.44,
"b": 266.112
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"text": "$",
"attrs": {
"row": 26,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p177.1.63",
"order": 64,
"type": "table_cell",
"bbox": {
"l": 512.756503,
"t": 260.24352,
"r": 554.552222,
"b": 251.76192000000003
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"text": "369,000.00",
"attrs": {
"row": 26,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
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},
{
"id": "p177.1.64",
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"bbox": {
"l": 52.214725,
"t": 247.64351999999997,
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"text": "Contingency for Right of Way/Utility",
"attrs": {
"row": 27,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"children": []
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{
"id": "p177.1.65",
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"type": "table_cell",
"bbox": {
"l": 219.44,
"t": 266.112,
"r": 389.44,
"b": 249.3531
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"text": "$",
"attrs": {
"row": 27,
"col": 1,
"rowspan": 1,
"colspan": 1
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"children": []
},
{
"id": "p177.1.66",
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"bbox": {
"l": 512.745648,
"t": 247.64351999999997,
"r": 554.541368,
"b": 239.16192
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"text": "351,000.00",
"attrs": {
"row": 27,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p177.1.67",
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"bbox": {
"l": 302.270544,
"t": 235.04351999999994,
"r": 354.935343,
"b": 226.56192
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"text": "ROW Subtotal = $",
"attrs": {
"row": 28,
"col": 0,
"rowspan": 1,
"colspan": 1,
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"children": []
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{
"id": "p177.1.68",
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"type": "table_cell",
"bbox": {
"l": 505.676899,
"t": 235.04351999999994,
"r": 554.669959,
"b": 226.56192
},
"text": "1,052,000.00",
"attrs": {
"row": 28,
"col": 1,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
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"children": []
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{
"id": "p177.1.69",
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"bbox": {
"l": 52.3199,
"t": 210.11015999999995,
"r": 179.101387,
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"text": "SUMMARY OF BUDGET PHASES",
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"colspan": 3,
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{
"id": "p177.1.70",
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"type": "table_cell",
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"t": 196.64351999999997,
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"text": "Preliminary Engineering (PE)",
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{
"id": "p177.1.71",
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"type": "table_cell",
"bbox": {
"l": 219.44,
"t": 215.8354,
"r": 389.44,
"b": 199.0766
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"text": "$",
"attrs": {
"row": 30,
"col": 1,
"rowspan": 1,
"colspan": 1
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"children": []
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{
"id": "p177.1.72",
"order": 73,
"type": "table_cell",
"bbox": {
"l": 512.756583,
"t": 196.64351999999997,
"r": 554.680174,
"b": 188.16192
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"text": "268,000.00",
"attrs": {
"row": 30,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"children": []
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{
"id": "p177.1.73",
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"type": "table_cell",
"bbox": {
"l": 52.2,
"t": 184.04351999999994,
"r": 118.839329,
"b": 175.56192
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"text": "Right of Way (RW)",
"attrs": {
"row": 31,
"col": 0,
"rowspan": 1,
"colspan": 1,
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"children": []
},
{
"id": "p177.1.74",
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"type": "table_cell",
"bbox": {
"l": 219.44,
"t": 199.0766,
"r": 389.44,
"b": 182.3177
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"text": "$",
"attrs": {
"row": 31,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p177.1.75",
"order": 76,
"type": "table_cell",
"bbox": {
"l": 505.67729,
"t": 184.04351999999994,
"r": 554.670349,
"b": 175.56192
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"text": "1,052,000.00",
"attrs": {
"row": 31,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
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{
"id": "p177.1.76",
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"type": "table_cell",
"bbox": {
"l": 52.2,
"t": 171.44352000000003,
"r": 120.684333,
"b": 162.96191999999996
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"text": "Construction (CN)",
"attrs": {
"row": 32,
"col": 0,
"rowspan": 1,
"colspan": 1,
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table (1)
table_cell (81)
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Table integrity:
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r0c0 (10%): “City of Harrisonburg Chicago Avenue Corridor Phase 1 (SB) G…”
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{
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{
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{
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"text": "30,000.00",
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"col": 2,
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"colspan": 1,
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{
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"text": "Right of Way - Acquisition Costs",
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"col": 0,
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{
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"col": 1,
"rowspan": 1,
"colspan": 1
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{
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"text": "78,000.00",
"attrs": {
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"col": 2,
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{
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"col": 0,
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{
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"text": "111,000.00",
"attrs": {
"row": 27,
"col": 2,
"rowspan": 1,
"colspan": 1,
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{
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"text": "ROW Subtotal = $",
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{
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"text": "333,000.00",
"attrs": {
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"col": 1,
"rowspan": 1,
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{
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"text": "SUMMARY OF BUDGET PHASES",
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{
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"text": "Preliminary Engineering (PE)",
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{
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"order": 72,
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"bbox": {
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{
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"text": "137,000.00",
"attrs": {
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},
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},
{
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"text": "Right of Way (RW)",
"attrs": {
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"col": 0,
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{
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"text": "Construction (CN)",
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{
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"text": "TOTAL RECOMMENDED PROJECT BUDGET",
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table (1)
table_cell (36)
1 · TABLE
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Page 179 JSON
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"text": "City of Harrisonburg\\nWaterman Drive Corridor\\nPreliminary Planning Cost Estimate - March 2025 \\nCity of Harrisonburg, Virginia",
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"r": 350.784749,
"b": 643.65994
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"text": "(Input Length of Roadway, (FT))\\nFacility Classification",
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},
{
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"text": "CONSTRUCTION BID COSTS",
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"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
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"children": []
},
{
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"text": "Grading & Earthwork\nRoadway Improvements",
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"text": "$ 88,000.00\n$ 148,000.00",
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"text": "Stormwater & Hydraulics\nMiscellaneous Construction\nSubtotal A = $ 425,000.00",
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{
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"bbox": {
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"text": "50%\n20%",
"attrs": {
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"col": 1,
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{
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"bbox": {
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"t": 587.45304,
"r": 549.212979,
"b": 566.0198399999999
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"text": "$ 118,000.00\n$ 71,000.00",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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{
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"text": "OTHER BID COSTS FOR CONSTRUCTION",
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"col": 0,
"rowspan": 1,
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{
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"r": 245.279094,
"b": 514.05984
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"text": "Mobilization for Subtotal A (Calc from VDOT formula)",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
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{
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"type": "table_cell",
"bbox": {
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"t": 522.6530399999999,
"r": 549.202677,
"b": 514.05984
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"text": "$ 37,000.00",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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{
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"text": "Construction Surveying\nMaterials Testing\nConstruction Engineering & Inspection\nContingency for CN (Construction + Other)\nSubtotal B = $ 400,000.00",
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"r": 285.465964,
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"text": "1.5%\n2%\n15%\n50%",
"attrs": {
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"id": "p179.1.14",
"order": 15,
"type": "table_cell",
"bbox": {
"l": 506.88,
"t": 509.81304,
"r": 549.212979,
"b": 462.69984
},
"text": "$ 7,000.00\n$ 9,000.00\n$ 72,000.00\n$ 275,000.00",
"attrs": {
"row": 7,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
},
{
"id": "p179.1.15",
"order": 16,
"type": "table_cell",
"bbox": {
"l": 192.956462,
"t": 432.77344,
"r": 375.84122,
"b": 424.18024
},
"text": "TOTAL ROADWAY CONSTRUCTION ITEMS (A + B): $ 825,000.00",
"attrs": {
"row": 8,
"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
},
"children": []
},
{
"id": "p179.1.16",
"order": 17,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 407.23968,
"r": 322.251987,
"b": 397.86528
},
"text": "PRELIMINARY ENGINEERING (DESIGN & ADMINISTRATIVE COSTS)",
"attrs": {
"row": 9,
"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
},
"children": []
},
{
"id": "p179.1.17",
"order": 18,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 393.65294,
"r": 188.357149,
"b": 385.05974
},
"text": "Survey, Design Services, & Permitting",
"attrs": {
"row": 10,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p179.1.18",
"order": 19,
"type": "table_cell",
"bbox": {
"l": 267.84,
"t": 393.65304,
"r": 284.260681,
"b": 385.05984
},
"text": "20%",
"attrs": {
"row": 10,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p179.1.19",
"order": 20,
"type": "table_cell",
"bbox": {
"l": 506.88,
"t": 393.65304,
"r": 549.212979,
"b": 385.05984
},
"text": "$ 165,000.00",
"attrs": {
"row": 10,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p179.1.20",
"order": 21,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 380.81314,
"r": 155.747064,
"b": 372.21994
},
"text": "Environmental Coordination",
"attrs": {
"row": 11,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p179.1.21",
"order": 22,
"type": "table_cell",
"bbox": {
"l": 270.12,
"t": 380.81304,
"r": 281.85038,
"b": 372.21984
},
"text": "0%",
"attrs": {
"row": 11,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p179.1.22",
"order": 23,
"type": "table_cell",
"bbox": {
"l": 217.76,
"t": 417.0545,
"r": 302.16,
"b": 399.2509
},
"text": "$ -",
"attrs": {
"row": 11,
"col": 2,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p179.1.23",
"order": 24,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 367.97334,
"r": 370.318962,
"b": 346.54034
},
"text": "Contingency for PE\nSubtotal C = $ 182,000.00",
"attrs": {
"row": 12,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
},
{
"id": "p179.1.24",
"order": 25,
"type": "table_cell",
"bbox": {
"l": 267.84,
"t": 367.97304,
"r": 284.260681,
"b": 359.37984
},
"text": "10%",
"attrs": {
"row": 12,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p179.1.25",
"order": 26,
"type": "table_cell",
"bbox": {
"l": 511.56,
"t": 367.97304,
"r": 549.202677,
"b": 359.37984
},
"text": "$ 17,000.00",
"attrs": {
"row": 12,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p179.1.26",
"order": 27,
"type": "table_cell",
"bbox": {
"l": 220.436398,
"t": 329.45344,
"r": 376.011945,
"b": 320.86024
},
"text": "GRAND TOTAL ROADWAY ITEMS (A+B+C): $ 1,007,000.00",
"attrs": {
"row": 13,
"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
},
"children": []
},
{
"id": "p179.1.27",
"order": 28,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 303.91968,
"r": 183.869166,
"b": 294.54528
},
"text": "RIGHT OF WAY & UTILITY COSTS",
"attrs": {
"row": 14,
"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
},
"children": []
},
{
"id": "p179.1.28",
"order": 29,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 290.33304,
"r": 180.271698,
"b": 256.06024
},
"text": "Utility Coordination & Relocation\nRight of Way - Administrative Costs\nRight of Way - Acquisition Costs",
"attrs": {
"row": 15,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
},
{
"id": "p179.1.29",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 267.84,
"t": 290.33304,
"r": 284.260681,
"b": 281.73984
},
"text": "15%",
"attrs": {
"row": 15,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p179.1.30",
"order": 31,
"type": "table_cell",
"bbox": {
"l": 506.88,
"t": 290.33304,
"r": 549.212979,
"b": 256.05984
},
"text": "$ 152,000.00\n$ 30,000.00\n$ 91,000.00",
"attrs": {
"row": 15,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
},
{
"id": "p179.1.31",
"order": 32,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 251.81304,
"r": 368.577791,
"b": 230.37983999999994
},
"text": "Contingency for Right of Way/Utility\nROW Subtotal = $ 410,000.00",
"attrs": {
"row": 16,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
},
{
"id": "p179.1.32",
"order": 33,
"type": "table_cell",
"bbox": {
"l": 267.84,
"t": 251.81304,
"r": 284.260681,
"b": 243.21983999999998
},
"text": "50%",
"attrs": {
"row": 16,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p179.1.33",
"order": 34,
"type": "table_cell",
"bbox": {
"l": 506.88,
"t": 251.81304,
"r": 549.212979,
"b": 243.21983999999998
},
"text": "$ 137,000.00",
"attrs": {
"row": 16,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p179.1.34",
"order": 35,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 213.43967999999995,
"r": 180.71034,
"b": 204.06528000000003
},
"text": "SUMMARY OF BUDGET PHASES",
"attrs": {
"row": 17,
"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
},
"children": []
},
{
"id": "p179.1.35",
"order": 36,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 199.85303999999996,
"r": 293.265764,
"b": 152.97983999999997
},
"text": "Preliminary Engineering (PE)\nRight of Way (RW)\nConstruction (CN)\nTOTAL RECOMMENDED PROJECT BUDGET",
"attrs": {
"row": 18,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
},
{
"id": "p179.1.36",
"order": 37,
"type": "table_cell",
"bbox": {
"l": 499.32,
"t": 199.85303999999996,
"r": 548.982494,
"b": 152.97983999999997
},
"text": "$ 182,000.00\n$ 410,000.00\n$ 825,000.00\n$ 1,417,000.00",
"attrs": {
"row": 18,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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],
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}
}
table (1)
table_cell (39)
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Page 180 JSON
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"counts_by_type": {
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"items": [
{
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"order": 1,
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"t": 738,
"r": 555.36,
"b": 137.52
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"text": "",
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{
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"type": "table_cell",
"bbox": {
"l": 200.52049,
"t": 734.03198,
"r": 404.602856,
"b": 669.48576
},
"text": "City of Harrisonburg\\nW Market Street Crossing &\\nQuarry Heights Connection\\nPreliminary Planning Cost Estimate - March 2025\\n\nCity of Harrisonburg, Virginia",
"attrs": {
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"col": 0,
"rowspan": 1,
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{
"id": "p180.1.2",
"order": 3,
"type": "table_cell",
"bbox": {
"l": 236.882242,
"t": 651.65304,
"r": 350.790889,
"b": 630.22004
},
"text": "(Input Length of Roadway, (FT))\\nFacility Classification",
"attrs": {
"row": 1,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.3",
"order": 4,
"type": "table_cell",
"bbox": {
"l": 385.68,
"t": 625.97304,
"r": 547.278005,
"b": 617.3798400000001
},
"text": "Signalized Ped Crossing + Shared Use Path",
"attrs": {
"row": 1,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.4",
"order": 5,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 613.27968,
"r": 167.651168,
"b": 603.90528
},
"text": "CONSTRUCTION BID COSTS",
"attrs": {
"row": 2,
"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.5",
"order": 6,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 599.69304,
"r": 140.889817,
"b": 578.25964
},
"text": "Grading & Earthwork\nRoadway Improvements",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
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{
"id": "p180.1.6",
"order": 7,
"type": "table_cell",
"bbox": {
"l": 506.88,
"t": 599.69304,
"r": 549.212979,
"b": 578.2598399999999
},
"text": "$ 16,000.00\n$ 153,000.00",
"attrs": {
"row": 3,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
},
{
"id": "p180.1.7",
"order": 8,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 574.01264,
"r": 370.295626,
"b": 539.73984
},
"text": "Stormwater & Hydraulics\nMiscellaneous Construction\nSubtotal A = $ 244,000.00",
"attrs": {
"row": 4,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
},
{
"id": "p180.1.8",
"order": 9,
"type": "table_cell",
"bbox": {
"l": 267.84,
"t": 574.01304,
"r": 284.260681,
"b": 552.57984
},
"text": "20%\n20%",
"attrs": {
"row": 4,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
},
{
"id": "p180.1.9",
"order": 10,
"type": "table_cell",
"bbox": {
"l": 511.56,
"t": 574.01304,
"r": 549.202677,
"b": 552.57984
},
"text": "$ 34,000.00\n$ 41,000.00",
"attrs": {
"row": 4,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
},
{
"id": "p180.1.10",
"order": 11,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 522.7996800000001,
"r": 217.25382,
"b": 513.4252799999999
},
"text": "OTHER BID COSTS FOR CONSTRUCTION",
"attrs": {
"row": 5,
"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.11",
"order": 12,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 509.21304,
"r": 245.279094,
"b": 500.61984
},
"text": "Mobilization for Subtotal A (Calc from VDOT formula)",
"attrs": {
"row": 6,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.12",
"order": 13,
"type": "table_cell",
"bbox": {
"l": 511.56,
"t": 509.21304,
"r": 549.202677,
"b": 500.61984
},
"text": "$ 24,000.00",
"attrs": {
"row": 6,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.13",
"order": 14,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 496.37284,
"r": 370.335742,
"b": 436.41954
},
"text": "Construction Surveying\nMaterials Testing\nConstruction Engineering & Inspection\nContingency for CN (Construction + Other)\nSubtotal B = $ 235,000.00",
"attrs": {
"row": 7,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
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{
"id": "p180.1.14",
"order": 15,
"type": "table_cell",
"bbox": {
"l": 266.64,
"t": 496.37304,
"r": 285.465964,
"b": 449.25984
},
"text": "1.5%\n2%\n15%\n50%",
"attrs": {
"row": 7,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
},
{
"id": "p180.1.15",
"order": 16,
"type": "table_cell",
"bbox": {
"l": 506.88,
"t": 496.37304,
"r": 549.212979,
"b": 449.25984
},
"text": "$ 4,000.00\n$ 5,000.00\n$ 42,000.00\n$ 160,000.00",
"attrs": {
"row": 7,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
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{
"id": "p180.1.16",
"order": 17,
"type": "table_cell",
"bbox": {
"l": 192.956462,
"t": 419.33264,
"r": 375.84122,
"b": 410.73944
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"text": "TOTAL ROADWAY CONSTRUCTION ITEMS (A + B):",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
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"id": "p180.1.17",
"order": 18,
"type": "table_cell",
"bbox": {
"l": 506.52,
"t": 419.33304,
"r": 548.982494,
"b": 410.73984
},
"text": "$ 479,000.00",
"attrs": {
"row": 8,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
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{
"id": "p180.1.18",
"order": 19,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 393.79968,
"r": 322.251987,
"b": 384.42528
},
"text": "PRELIMINARY ENGINEERING (DESIGN & ADMINISTRATIVE COSTS)",
"attrs": {
"row": 9,
"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.19",
"order": 20,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 380.21294,
"r": 188.357149,
"b": 371.61974
},
"text": "Survey, Design Services, & Permitting",
"attrs": {
"row": 10,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.20",
"order": 21,
"type": "table_cell",
"bbox": {
"l": 267.84,
"t": 380.21304,
"r": 284.260681,
"b": 371.61984
},
"text": "15%",
"attrs": {
"row": 10,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.21",
"order": 22,
"type": "table_cell",
"bbox": {
"l": 511.56,
"t": 380.21304,
"r": 549.202677,
"b": 371.61984
},
"text": "$ 72,000.00",
"attrs": {
"row": 10,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.22",
"order": 23,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 367.37274,
"r": 155.747064,
"b": 358.77954
},
"text": "Environmental Coordination",
"attrs": {
"row": 11,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.23",
"order": 24,
"type": "table_cell",
"bbox": {
"l": 270.12,
"t": 367.37304,
"r": 281.85038,
"b": 358.77984
},
"text": "0%",
"attrs": {
"row": 11,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.24",
"order": 25,
"type": "table_cell",
"bbox": {
"l": 386.56,
"t": 402.4376,
"r": 555.36,
"b": 384.7765
},
"text": "$ -",
"attrs": {
"row": 11,
"col": 2,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p180.1.25",
"order": 26,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 354.53254,
"r": 370.324668,
"b": 333.09924
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"text": "Contingency for PE\nSubtotal C = $ 80,000.00",
"attrs": {
"row": 12,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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},
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},
{
"id": "p180.1.26",
"order": 27,
"type": "table_cell",
"bbox": {
"l": 267.84,
"t": 354.53304,
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"text": "10%",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1,
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},
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},
{
"id": "p180.1.27",
"order": 28,
"type": "table_cell",
"bbox": {
"l": 516.24,
"t": 354.53304,
"r": 549.192375,
"b": 345.93984
},
"text": "$ 8,000.00",
"attrs": {
"row": 12,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.28",
"order": 29,
"type": "table_cell",
"bbox": {
"l": 220.436398,
"t": 316.01264,
"r": 376.011945,
"b": 307.41944
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"text": "GRAND TOTAL ROADWAY ITEMS (A+B+C):",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 2,
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},
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},
{
"id": "p180.1.29",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 506.52,
"t": 316.01304,
"r": 548.982494,
"b": 307.41984
},
"text": "$ 559,000.00",
"attrs": {
"row": 13,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.30",
"order": 31,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 290.47968,
"r": 183.869166,
"b": 281.10528
},
"text": "RIGHT OF WAY & UTILITY COSTS",
"attrs": {
"row": 14,
"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.31",
"order": 32,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 276.89304000000004,
"r": 180.271698,
"b": 242.61944000000005
},
"text": "Utility Coordination & Relocation\nRight of Way - Administrative Costs\nRight of Way - Acquisition Costs",
"attrs": {
"row": 15,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
},
{
"id": "p180.1.32",
"order": 33,
"type": "table_cell",
"bbox": {
"l": 267.84,
"t": 276.89304000000004,
"r": 284.260681,
"b": 268.29984
},
"text": "15%",
"attrs": {
"row": 15,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.33",
"order": 34,
"type": "table_cell",
"bbox": {
"l": 511.56,
"t": 276.89304000000004,
"r": 549.202677,
"b": 268.29984
},
"text": "$ 84,000.00",
"attrs": {
"row": 15,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.34",
"order": 35,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 238.37303999999995,
"r": 368.576093,
"b": 216.93944
},
"text": "Contingency for Right of Way/Utility\nROW Subtotal = $ 126,000.00",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
},
{
"id": "p180.1.35",
"order": 36,
"type": "table_cell",
"bbox": {
"l": 267.84,
"t": 238.37303999999995,
"r": 284.260681,
"b": 229.77984000000004
},
"text": "50%",
"attrs": {
"row": 16,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.36",
"order": 37,
"type": "table_cell",
"bbox": {
"l": 511.56,
"t": 238.37303999999995,
"r": 549.202677,
"b": 229.77984000000004
},
"text": "$ 42,000.00",
"attrs": {
"row": 16,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.37",
"order": 38,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 199.99968,
"r": 180.71034,
"b": 190.62527999999998
},
"text": "SUMMARY OF BUDGET PHASES",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
},
"children": []
},
{
"id": "p180.1.38",
"order": 39,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 186.41304000000002,
"r": 293.264066,
"b": 139.53944
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"text": "Preliminary Engineering (PE)\nRight of Way (RW)\nConstruction (CN)\nTOTAL RECOMMENDED PROJECT BUDGET",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 2,
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{
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"bbox": {
"l": 506.52,
"t": 186.41304000000002,
"r": 548.982494,
"b": 139.53984000000003
},
"text": "$ 80,000.00\n$ 126,000.00\n$ 479,000.00\n$ 685,000.00",
"attrs": {
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"col": 1,
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table (1)
table_cell (38)
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Table integrity:
1 of 35 cells don't match the text layer at their coordinates.
r0c1 (0%): “CITYOF HARRISONBURG PUBLIC WORKS”
Page 181 JSON
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"text": "City of Harrisonburg Friendly City Trail Connection Preliminary Planning Cost Estimate - March 2025 City of Harrisonburg, Virginia",
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"text": "CITY OF HARRISONBURG PUBLIC WORKS",
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"text": "(Input Length of Roadway, (FT)) Facility Classification\nShared Use Path\nCONSTRUCTION BID COSTS",
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"type": "table_cell",
"bbox": {
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"t": 613.1330399999999,
"r": 140.889817,
"b": 591.70004
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"text": "Grading & Earthwork\nRoadway Improvements",
"attrs": {
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"col": 0,
"rowspan": 1,
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"bbox": {
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"text": "$ 78,000.00\n$ 59,000.00",
"attrs": {
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"col": 1,
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"text": "Stormwater & Hydraulics\nMiscellaneous Construction\nSubtotal A = $ 309,000.00",
"attrs": {
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"col": 0,
"rowspan": 1,
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"text": "50%\n50%",
"attrs": {
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"col": 1,
"rowspan": 1,
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{
"id": "p181.1.9",
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"b": 616.7435
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"text": "",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1
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{
"id": "p181.1.10",
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"type": "table_cell",
"bbox": {
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"t": 587.45304,
"r": 549.212979,
"b": 566.0198399999999
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"text": "$ 69,000.00\n$ 103,000.00",
"attrs": {
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"col": 3,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
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{
"id": "p181.1.11",
"order": 12,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 536.23968,
"r": 217.25382,
"b": 526.86528
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"text": "OTHER BID COSTS FOR CONSTRUCTION",
"attrs": {
"row": 4,
"col": 0,
"rowspan": 1,
"colspan": 4,
"bbox_refit": true
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"children": []
},
{
"id": "p181.1.12",
"order": 13,
"type": "table_cell",
"bbox": {
"l": 52.3199,
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"r": 245.279094,
"b": 514.05984
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"text": "Mobilization for Subtotal A (Calc from VDOT formula)",
"attrs": {
"row": 5,
"col": 0,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
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"children": []
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{
"id": "p181.1.13",
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"type": "table_cell",
"bbox": {
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"t": 522.6530399999999,
"r": 549.202677,
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"text": "$ 29,000.00",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 2,
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{
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"text": "Construction Surveying\nMaterials Testing\nConstruction Engineering & Inspection\nContingency for CN (Construction + Other)\nSubtotal B = $ 450,000.00",
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"col": 0,
"rowspan": 1,
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"text": "1.5%\n2%\n15%\n50%",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1,
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"type": "table_cell",
"bbox": {
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"t": 509.81304,
"r": 549.212979,
"b": 462.69984
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"text": "$ 5,000.00\n$ 7,000.00\n$ 53,000.00\n$ 356,000.00",
"attrs": {
"row": 6,
"col": 2,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true,
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{
"id": "p181.1.17",
"order": 18,
"type": "table_cell",
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"text": "TOTAL ROADWAY CONSTRUCTION ITEMS (A + B): $ 759,000.00",
"attrs": {
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"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 407.23968,
"r": 322.251987,
"b": 397.86528
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"text": "PRELIMINARY ENGINEERING (DESIGN & ADMINISTRATIVE COSTS)",
"attrs": {
"row": 8,
"col": 0,
"rowspan": 1,
"colspan": 4,
"bbox_refit": true
},
"children": []
},
{
"id": "p181.1.19",
"order": 20,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 393.65304,
"r": 188.357149,
"b": 385.05984
},
"text": "Survey, Design Services, & Permitting",
"attrs": {
"row": 9,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p181.1.20",
"order": 21,
"type": "table_cell",
"bbox": {
"l": 267.84,
"t": 393.65304,
"r": 284.260681,
"b": 385.05984
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"text": "20%",
"attrs": {
"row": 9,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p181.1.21",
"order": 22,
"type": "table_cell",
"bbox": {
"l": 506.88,
"t": 393.65304,
"r": 549.212979,
"b": 385.05984
},
"text": "$ 152,000.00",
"attrs": {
"row": 9,
"col": 2,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
},
"children": []
},
{
"id": "p181.1.22",
"order": 23,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 380.81324,
"r": 155.747064,
"b": 372.22004
},
"text": "Environmental Coordination",
"attrs": {
"row": 10,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p181.1.23",
"order": 24,
"type": "table_cell",
"bbox": {
"l": 270.12,
"t": 380.81304,
"r": 281.85038,
"b": 372.21984
},
"text": "0%",
"attrs": {
"row": 10,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p181.1.24",
"order": 25,
"type": "table_cell",
"bbox": {
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"t": 408.8753,
"r": 554.4,
"b": 391.5529
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"text": "-",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 2
},
"children": []
},
{
"id": "p181.1.25",
"order": 26,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 367.97344,
"r": 370.32096,
"b": 346.53984
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"text": "Contingency for PE\nSubtotal C = $ 168,000.00",
"attrs": {
"row": 11,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
},
"children": []
},
{
"id": "p181.1.26",
"order": 27,
"type": "table_cell",
"bbox": {
"l": 267.84,
"t": 367.97304,
"r": 284.260681,
"b": 359.37984
},
"text": "10%",
"attrs": {
"row": 11,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p181.1.27",
"order": 28,
"type": "table_cell",
"bbox": {
"l": 511.56,
"t": 367.97304,
"r": 549.202677,
"b": 359.37984
},
"text": "$ 16,000.00",
"attrs": {
"row": 11,
"col": 2,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
},
"children": []
},
{
"id": "p181.1.28",
"order": 29,
"type": "table_cell",
"bbox": {
"l": 220.438396,
"t": 329.45294,
"r": 376.013943,
"b": 320.85974
},
"text": "GRAND TOTAL ROADWAY ITEMS (A+B+C): $ 927,000.00",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 4,
"bbox_refit": true
},
"children": []
},
{
"id": "p181.1.29",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 303.91968,
"r": 183.869166,
"b": 294.54528
},
"text": "RIGHT OF WAY & UTILITY COSTS",
"attrs": {
"row": 13,
"col": 0,
"rowspan": 1,
"colspan": 4,
"bbox_refit": true
},
"children": []
},
{
"id": "p181.1.30",
"order": 31,
"type": "table_cell",
"bbox": {
"l": 52.3199,
"t": 290.33304,
"r": 180.271698,
"b": 256.06024
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"text": "Utility Coordination & Relocation\nRight of Way - Administrative Costs\nRight of Way - Acquisition Costs",
"attrs": {
"row": 14,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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"children": []
},
{
"id": "p181.1.31",
"order": 32,
"type": "table_cell",
"bbox": {
"l": 267.84,
"t": 290.33304,
"r": 284.260681,
"b": 281.73984
},
"text": "15%",
"attrs": {
"row": 14,
"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
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table (1)
table_cell (81)
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r0c0 (0%): “TIMMONS GROUP\nYOUR VISION ACHIEVED THROUGH OURS.”
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figure (1)
header (2)
table (1)
table_cell (78)
1 · HEADER
2 · HEADER
3 · FIGURE
4 · TABLE
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Page 183 JSON
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"text": "City of Harrisonburg\nChicago Avenue/Waterman Drive\nPeanut Roundabout (WB-62)\nPreliminary Planning Cost Estimate - March 2025\nCity of Harrisonburg, Virginia",
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"t": 579.77112,
"r": 552.087708,
"b": 570.73152
},
"text": "885,000.00",
"attrs": {
"row": 2,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.9",
"order": 13,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 566.33152,
"r": 148.722653,
"b": 557.29192
},
"text": "Stormwater & Hydraulics",
"attrs": {
"row": 3,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.10",
"order": 14,
"type": "table_cell",
"bbox": {
"l": 218.8,
"t": 581.9345,
"r": 388.16,
"b": 565.0255
},
"text": "$",
"attrs": {
"row": 3,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p183.4.11",
"order": 15,
"type": "table_cell",
"bbox": {
"l": 507.48,
"t": 566.33112,
"r": 552.087708,
"b": 557.29152
},
"text": "685,000.00",
"attrs": {
"row": 3,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.12",
"order": 16,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 552.89172,
"r": 161.395297,
"b": 543.85212
},
"text": "Miscellaneous Construction",
"attrs": {
"row": 4,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.13",
"order": 17,
"type": "table_cell",
"bbox": {
"l": 218.8,
"t": 565.0255,
"r": 388.16,
"b": 548.1164
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"text": "$",
"attrs": {
"row": 4,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p183.4.14",
"order": 18,
"type": "table_cell",
"bbox": {
"l": 507.48,
"t": 552.89112,
"r": 552.087708,
"b": 543.8515199999999
},
"text": "499,000.00",
"attrs": {
"row": 4,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.15",
"order": 19,
"type": "table_cell",
"bbox": {
"l": 322.429506,
"t": 539.45152,
"r": 363.878801,
"b": 530.41192
},
"text": "Subtotal A = $",
"attrs": {
"row": 5,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.16",
"order": 20,
"type": "table_cell",
"bbox": {
"l": 499.68,
"t": 539.45112,
"r": 551.96928,
"b": 530.41152
},
"text": "2,162,000.00",
"attrs": {
"row": 5,
"col": 1,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.17",
"order": 21,
"type": "table_cell",
"bbox": {
"l": 52.5602,
"t": 512.71776,
"r": 225.515681,
"b": 502.89696
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"text": "OTHER BID COSTS FOR CONSTRUCTION",
"attrs": {
"row": 6,
"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.18",
"order": 22,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 498.53112,
"r": 255.767505,
"b": 489.49152
},
"text": "Mobilization for Subtotal A (Calc from VDOT formula)",
"attrs": {
"row": 7,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.19",
"order": 23,
"type": "table_cell",
"bbox": {
"l": 218.8,
"t": 514.2982,
"r": 388.16,
"b": 497.3891
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"text": "$",
"attrs": {
"row": 7,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p183.4.20",
"order": 24,
"type": "table_cell",
"bbox": {
"l": 507.48,
"t": 498.53112,
"r": 552.087708,
"b": 489.49152
},
"text": "139,000.00",
"attrs": {
"row": 7,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.21",
"order": 25,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 485.09132,
"r": 142.44482,
"b": 476.05172
},
"text": "Construction Surveying",
"attrs": {
"row": 8,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.22",
"order": 26,
"type": "table_cell",
"bbox": {
"l": 218.8,
"t": 497.3891,
"r": 388.16,
"b": 480.48
},
"text": "$",
"attrs": {
"row": 8,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p183.4.23",
"order": 27,
"type": "table_cell",
"bbox": {
"l": 512.4,
"t": 485.09112,
"r": 552.065377,
"b": 476.05152
},
"text": "33,000.00",
"attrs": {
"row": 8,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.24",
"order": 28,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 471.65152,
"r": 117.986616,
"b": 462.61192
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"text": "Materials Testing",
"attrs": {
"row": 9,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.25",
"order": 29,
"type": "table_cell",
"bbox": {
"l": 218.8,
"t": 480.48,
"r": 388.16,
"b": 463.5709
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"text": "$",
"attrs": {
"row": 9,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p183.4.26",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 512.4,
"t": 471.65112,
"r": 552.065377,
"b": 462.61152
},
"text": "44,000.00",
"attrs": {
"row": 9,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.27",
"order": 31,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 458.21112,
"r": 200.836466,
"b": 449.17152
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"text": "Construction Engineering & Inspection",
"attrs": {
"row": 10,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.28",
"order": 32,
"type": "table_cell",
"bbox": {
"l": 218.8,
"t": 463.5709,
"r": 388.16,
"b": 446.6618
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"text": "$",
"attrs": {
"row": 10,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p183.4.29",
"order": 33,
"type": "table_cell",
"bbox": {
"l": 507.48,
"t": 458.21112,
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"b": 449.17152
},
"text": "357,000.00",
"attrs": {
"row": 10,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.30",
"order": 34,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 444.77142,
"r": 217.232918,
"b": 435.73182
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"text": "Contingency for CN (Construction + Other)",
"attrs": {
"row": 11,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.31",
"order": 35,
"type": "table_cell",
"bbox": {
"l": 218.8,
"t": 446.6618,
"r": 388.16,
"b": 429.7527
},
"text": "$",
"attrs": {
"row": 11,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p183.4.32",
"order": 36,
"type": "table_cell",
"bbox": {
"l": 500.04,
"t": 444.77112,
"r": 552.124568,
"b": 435.73152
},
"text": "1,368,000.00",
"attrs": {
"row": 11,
"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.33",
"order": 37,
"type": "table_cell",
"bbox": {
"l": 322.429506,
"t": 431.33162,
"r": 363.927542,
"b": 422.29202
},
"text": "Subtotal B = $",
"attrs": {
"row": 12,
"col": 0,
"rowspan": 1,
"colspan": 1,
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},
"children": []
},
{
"id": "p183.4.34",
"order": 38,
"type": "table_cell",
"bbox": {
"l": 499.68,
"t": 431.33112,
"r": 551.96928,
"b": 422.29152
},
"text": "1,941,000.00",
"attrs": {
"row": 12,
"col": 1,
"rowspan": 1,
"colspan": 2,
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},
"children": []
},
{
"id": "p183.4.35",
"order": 39,
"type": "table_cell",
"bbox": {
"l": 176.874617,
"t": 404.45152,
"r": 371.350968,
"b": 395.41192
},
"text": "TOTAL ROADWAY CONSTRUCTION ITEMS (A + B): $",
"attrs": {
"row": 13,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.36",
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"type": "table_cell",
"bbox": {
"l": 499.68,
"t": 404.45112,
"r": 551.96928,
"b": 395.41152
},
"text": "4,103,000.00",
"attrs": {
"row": 13,
"col": 1,
"rowspan": 1,
"colspan": 2,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.37",
"order": 41,
"type": "table_cell",
"bbox": {
"l": 52.5602,
"t": 377.71776,
"r": 335.700533,
"b": 367.89696
},
"text": "PRELIMINARY ENGINEERING (DESIGN & ADMINISTRATIVE COSTS)",
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"col": 0,
"rowspan": 1,
"colspan": 3,
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},
"children": []
},
{
"id": "p183.4.38",
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"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 363.53102,
"r": 195.786905,
"b": 354.49142
},
"text": "Survey, Design Services, & Permitting",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p183.4.39",
"order": 43,
"type": "table_cell",
"bbox": {
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"t": 379.0255,
"r": 388.16,
"b": 362.1164
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"text": "$",
"attrs": {
"row": 15,
"col": 1,
"rowspan": 1,
"colspan": 1
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"children": []
},
{
"id": "p183.4.40",
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"type": "table_cell",
"bbox": {
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"t": 363.53112,
"r": 552.087708,
"b": 354.49152
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"text": "821,000.00",
"attrs": {
"row": 15,
"col": 2,
"rowspan": 1,
"colspan": 1,
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},
"children": []
},
{
"id": "p183.4.41",
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"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 350.09122,
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"b": 341.05162
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"text": "Environmental Coordination",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
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},
"children": []
},
{
"id": "p183.4.42",
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"type": "table_cell",
"bbox": {
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"t": 362.1164,
"r": 388.16,
"b": 345.2073
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"text": "$",
"attrs": {
"row": 16,
"col": 1,
"rowspan": 1,
"colspan": 1
},
"children": []
},
{
"id": "p183.4.43",
"order": 47,
"type": "table_cell",
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"b": 345.2073
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"text": "-",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1
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"children": []
},
{
"id": "p183.4.44",
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"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 336.65142,
"r": 125.65844,
"b": 327.61182
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"text": "Contingency for PE",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
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{
"id": "p183.4.45",
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"b": 328.2982
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"attrs": {
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"col": 1,
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"colspan": 1
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},
{
"id": "p183.4.46",
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"t": 336.65112,
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"b": 327.61152
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"text": "83,000.00",
"attrs": {
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"col": 2,
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{
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"text": "Subtotal C = $",
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"col": 0,
"rowspan": 1,
"colspan": 1,
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{
"id": "p183.4.48",
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"text": "904,000.00",
"attrs": {
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"col": 1,
"rowspan": 1,
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{
"id": "p183.4.49",
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"text": "GRAND TOTAL ROADWAY ITEMS (A+B+C): $",
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{
"id": "p183.4.50",
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"text": "5,007,000.00",
"attrs": {
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"col": 1,
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{
"id": "p183.4.51",
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"bbox": {
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"t": 269.59776,
"r": 190.481896,
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"text": "RIGHT OF WAY & UTILITY COSTS",
"attrs": {
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"col": 0,
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"colspan": 3,
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"children": []
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{
"id": "p183.4.52",
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"t": 255.41111999999998,
"r": 178.86405,
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"text": "Utility Coordination & Relocation",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
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"children": []
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{
"id": "p183.4.53",
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"type": "table_cell",
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"r": 388.16,
"b": 260.6618
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"text": "$",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1
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{
"id": "p183.4.54",
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"r": 552.087708,
"b": 246.37152000000003
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"text": "752,000.00",
"attrs": {
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"col": 2,
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{
"id": "p183.4.55",
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"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 241.97132,
"r": 187.266988,
"b": 232.93172000000004
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"text": "Right of Way - Administrative Costs",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
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"children": []
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{
"id": "p183.4.56",
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"type": "table_cell",
"bbox": {
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"t": 260.6618,
"r": 388.16,
"b": 243.7527
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"text": "$",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1
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"children": []
},
{
"id": "p183.4.57",
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"type": "table_cell",
"bbox": {
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"t": 241.97112000000004,
"r": 552.065377,
"b": 232.93151999999998
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"text": "70,000.00",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
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"children": []
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{
"id": "p183.4.58",
"order": 62,
"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 228.53152,
"r": 174.779559,
"b": 219.49192000000005
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"text": "Right of Way - Acquisition Costs",
"attrs": {
"row": 23,
"col": 0,
"rowspan": 1,
"colspan": 1,
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"children": []
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{
"id": "p183.4.59",
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"type": "table_cell",
"bbox": {
"l": 218.8,
"t": 243.7527,
"r": 388.16,
"b": 226.8436
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"text": "$",
"attrs": {
"row": 23,
"col": 1,
"rowspan": 1,
"colspan": 1
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"children": []
},
{
"id": "p183.4.60",
"order": 64,
"type": "table_cell",
"bbox": {
"l": 507.48,
"t": 228.53112,
"r": 552.087708,
"b": 219.49152000000004
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"text": "467,000.00",
"attrs": {
"row": 23,
"col": 2,
"rowspan": 1,
"colspan": 1,
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"children": []
},
{
"id": "p183.4.61",
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"type": "table_cell",
"bbox": {
"l": 52.4398,
"t": 215.09112000000005,
"r": 188.982669,
"b": 206.05151999999998
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"text": "Contingency for Right of Way/Utility",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"children": []
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{
"id": "p183.4.62",
"order": 66,
"type": "table_cell",
"bbox": {
"l": 218.8,
"t": 226.8436,
"r": 388.16,
"b": 209.9345
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"text": "$",
"attrs": {
"row": 24,
"col": 1,
"rowspan": 1,
"colspan": 1
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"children": []
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table (1)
table_cell (40)
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Table integrity:
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r0c0 (0%): “TIMMONS GROUP\nYOUR VISION ACHIEVED THROUGH OURS.”
Page 184 JSON
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"text": "City of Harrisonburg\\nChicago Avenue/Waterman Drive\\nOffset Intersection (WB-40)\\nPreliminary Planning Cost Estimate - March 2025\\nCity of Harrisonburg, Virginia",
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"text": "(Input Length of Roadway, (FT))\\nFacility Classification",
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"text": "$ 47,000.00\n$ 230,000.00",
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"text": "Stormwater & Hydraulics\nMiscellaneous Construction\nSubtotal A = $ 613,000.00",
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"text": "70%\n30%",
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"text": "$ 194,000.00\n$ 142,000.00",
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"col": 2,
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"text": "Construction Surveying\nMaterials Testing\nConstruction Engineering & Inspection\nContingency for CN (Construction + Other)\nSubtotal B = $ 625,000.00",
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"text": "1.5%\n2%\n20%\n50%",
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"text": "$ 10,000.00\n$ 13,000.00\n$ 138,000.00\n$ 413,000.00",
"attrs": {
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"colspan": 1,
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"text": "TOTAL ROADWAY CONSTRUCTION ITEMS (A + B): $ 1,238,000.00",
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"text": "PRELIMINARY ENGINEERING (DESIGN & ADMINISTRATIVE COSTS)",
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"r": 195.786905,
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"text": "Survey, Design Services, & Permitting",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
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"children": []
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"order": 23,
"type": "table_cell",
"bbox": {
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"colspan": 1,
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"bbox": {
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"text": "$ 248,000.00",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
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"type": "table_cell",
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"t": 350.09122,
"r": 161.424542,
"b": 341.05162
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"text": "Environmental Coordination",
"attrs": {
"row": 11,
"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
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"order": 26,
"type": "table_cell",
"bbox": {
"l": 281.28,
"t": 350.09112,
"r": 293.640702,
"b": 341.05152
},
"text": "0%",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
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},
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"type": "table_cell",
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"t": 373.6457,
"r": 558.24,
"b": 356.16
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"text": "$ -",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1
},
"children": []
},
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"type": "table_cell",
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"l": 52.4398,
"t": 336.65142,
"r": 363.948323,
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"text": "Contingency for PE\nSubtotal C = $ 273,000.00",
"attrs": {
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"col": 0,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true,
"merged_continuation": true
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"type": "table_cell",
"bbox": {
"l": 278.88,
"t": 336.65112,
"r": 296.183034,
"b": 327.61152
},
"text": "10%",
"attrs": {
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"col": 1,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
},
{
"id": "p184.1.29",
"order": 30,
"type": "table_cell",
"bbox": {
"l": 512.4,
"t": 336.65112,
"r": 552.065377,
"b": 327.61152
},
"text": "$ 25,000.00",
"attrs": {
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"col": 2,
"rowspan": 1,
"colspan": 1,
"bbox_refit": true
},
"children": []
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{
"id": "p184.1.30",
"order": 31,
"type": "table_cell",
"bbox": {
"l": 207.233403,
"t": 296.33112,
"r": 371.168681,
"b": 287.29152
},
"text": "GRAND TOTAL ROADWAY ITEMS (A+B+C): $ 1,511,000.00",
"attrs": {
"row": 13,
"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
},
"children": []
},
{
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"order": 32,
"type": "table_cell",
"bbox": {
"l": 52.5602,
"t": 269.59776,
"r": 190.481896,
"b": 259.77696000000003
},
"text": "RIGHT OF WAY & UTILITY COSTS",
"attrs": {
"row": 14,
"col": 0,
"rowspan": 1,
"colspan": 3,
"bbox_refit": true
},
"children": []
},
{
"id": "p184.1.32",
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"text": "$ 227,000.00\n$ 20,000.00\n$ 28,000.00",
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figure (2)
table (1)
table_cell (83)
text (1)
1 · FIGURE
2 · TEXT
3 · FIGURE
4 · TABLE
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Page 185 JSON
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"text": "City of Harrisonburg\nChicago Avenue/Waterman Drive\nOffset Intersection (WB-62)\nPreliminary Planning Cost Estimate - March 2025\nCity of Harrisonburg, Virginia",
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{
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"col": 1,
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"colspan": 1,
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"text": "TOTAL RECOMMENDED PROJECT BUDGET",
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