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1 VIRGIN ISLANDS DEPARTMENT OF PUBLIC WORKS COASTAL CONSISTENCY DETERMINATION REQUEST NORTHSIDE ROAD (HIGHWAY 75) AND QUEEN STREET (HIGHWAY 75) IMPROVEMENTS AND FEEDER FROM CONTENTMENT ROAD TO NORTH OF CENTERLINE ROAD ST. CROIX, U.S. VIRGIN ISLANDS PREPARED FOR COASTAL ZONE MANAGEMENT DEPARTMENT OF PLANNING AND NATURAL RESOURCES U.S. ARMY CROPS OF ENGINEERS PREPARED BY BIOIMPACT, INC. P.O. BOX 132 KINGSHILL ST. CROIX, U.S. VIRGIN ISLANDS 00851 AND STANLEY CONSULTANTS 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33408 DECEMBER 2022 2 INTRODUCTION The Virgin Islands Department of Public Works (VIDPW) is proposing to make improvements to Northside Roadway (Highway 75), Queen Street (Highway 75) and to install underground existing electrical service, replace existing pole mounted transformers with pad-mounted transformer and remove existing overhead lines in four adjacent neighborhoods: Mon Bijou-Glynn, Morning Star, Richmond-Princesse and Contentment-Richmond. The Northside Roadway (Queen Street) improvements will include improvements to 6.5 miles of roadway including 3 signalized intersections converted to roundabouts between Contentment Road and Centerline Road. The design documents include improvements to paved shoulders, traffic flow and safety, underground electrical distribution, drainage to prevent roadway flooding, signage and pavement markings, roadway lighting, ADA improvements, and transit/bus stop improvements. The proposed roadway improvements will enhance traffic flow and make the roadways safer for drivers and pedestrians. VIDPW also is proposing to place existing electrical service underground in four neighborhoods serviced by the Virgin Islands Water and Power Authority’s (VIWAPA). The four neighborhoods include Mon Bijou-Glynn, Morning Star, Richmond-Princesse and Contentment-Richmond. Electrical distribution will be moved underground, and the existing pole mounted transformers will be replaced with pad mounted transformers, poles will be topped off where needed, and the existing overhead lines will be removed. This will make the area more resilient against future storms and provide more reliant power to these neighborhoods. PROJECT LOCATION The roadway project is located on the north shore of St. Croix west of the town of Christiansted. The project will extend from the intersection of Northside Highway and Contentment Road (Latitude 17.742091°N, Longitude -64.710496°W) and Northside Highway and Queen Mary Highway (Centerline Road, Highway 70)(Latitude 17.728515°N, Longitude -64.773790°W). The underground electrical project includes four adjacent neighborhoods west of the town of Christiansted, Contentment-Richmond (Latitude 17.745495°N, Longitude -64.711033°W), Richmond- Princesse spanning from Latitude 17.746743°N, Longitude -64.719283°W to Latitude 17.778360°N, Longitude -64.747830°W, Morning Star (Latitude 17.755142°N, Longitude -64.761988°W) and Mon Bijou- Glynn (Latitude 17.750309°N, Longitude -64.781413°W). 3 Figure 1. Location of the highway project on the island of St. Croix Figure 2. Location of underground electrical project on the island of St. Croix The roadway improvements are entirely outside the first-tier jurisdiction of Coastal Zone Management (CZM), some of the underground electrical distribution is within the CZM first tier jurisdiction. 4 Figure 3. The relationship of the project to the Coastal Zone Management Jurisdiction. Areas within first tier jurisdiction are in color. PROJECT DESCRIPTION The project has two components, improvements to Highway 75 and the placement of electrical service underground in four neighborhoods. ROADWAY IMPROVEMENTS Highway 75 Roadway Improvements include roadway geometry improvements, paved shoulders, improved intersections with turn lanes, underground electrical distribution, drainage improvements, better signage and pavement markings, better signalization and lighting, ADA improvements and improved transit/ bus stops. 5 Figure 4. The Northside Roadway passes through areas that are Rural, Urban and a combination of both. Existing Conditions Beginning at Queen Mary Highway the area is a mixture of Rural and Urban. This is one of the areas of large trees along the roadway, many within proximity of the road. 6 Figure 5. Map of trees in proximity of the roadway. Figure 6. Map of trees in proximity of the roadway. 7 Proposed Improvement Note that the sideway is proposed on the west side of the roadway to avoid the Heritage trees Existing Conditions There are long stretches of this segment which do not have large trees in close proximity to the roadway. 8 Figure 7. Map of trees in proximity of the roadway. Figure 8. Map of trees in proximity of the roadway. 9 Figure 9. Map of trees in proximity to the roadway. Figure 10. Map of trees in proximity to the roadway. 10 Figure 11. Map of trees in proximity to the roadway. Figure 12. Map of trees in proximity to the roadway. 11 Figure 13. Map of trees in proximity to the roadway. Figure 14. Map of trees in proximity to the roadway. 12 Figure 15. Map of trees in proximity to the roadway. Figure 16. Map of trees in proximity to the roadway. 13 Existing Conditions and Proposed Improvements Figure 17. Map of trees in proximity to the roadway. 14 Figure 18. Map of trees in proximity to the roadway. Existing Conditions and Proposed Improvements 15 Figure 19. Map of trees in proximity to the roadway. Figure 20. Map of trees in proximity to the roadway. 16 Figure 21. Map of trees in proximity to the roadway. Existing Conditions and Proposed Improvements 17 Figure 22. Map of trees in proximity to the roadway and features. Existing Conditions and Proposed Improvements 18 Figure 23. Map of trees in proximity to the roadway and features. Existing Conditions and Proposed Improvements 19 Figure 24. Map of trees in proximity to the roadway. Figure 25. Map of trees in proximity to the roadway. The existing roadway includes several cross culverts as well as closed drainage systems within urban areas. There are areas of known flooding along Northside Road. There are several Federal Emergency Management Agency (FEMA) designated Special Flood Hazard Area’s (SFHA) located within the project limits. They are Contentment Gut, Orange Grove Gut, Salt River, and an unnamed floodplain at the west end of the project. 20 FEMA Flood Insurance Rate Map (FIRM) numbers 7800000069G, 7800000070G, 7800000071G, and 7800000080G show two SFHA designations along the proposed alignment, a Zone ‘A’ and Zone ‘AE’. Flood Zone maps are found in Drainage, Flooding and Erosion Control and Coastal Flooding on page 29. UNDERGROUND PROJECT Undergrounding the electrical service in the four neighborhoods includes placing electrical distribution underground, replacing pole mounted transformers, poles will be topped off where needed, and the existing overhead lines will be removed. This will make the area more resilient against future storms and provide more reliant power to these neighborhoods. Mon-Bijou and Glynn 21 Morning Star 22 Richmond to Princesse Contentment and Richmond 23 The installation of the electrical underground project in many areas will be working on very narrow streets and the project will be designed and constructed to minimize disruption to residents. Monitoring and inspections will be included in the design specifications to ensure that roadways are properly repaired once installation is complete. ENVIRONMENTAL IMPACTS Climate/Weather The project addresses issues created by runoff as the result of rainfall, especially significant rainfalls associated with tropical storms and hurricanes. The intention of the design is not only to address the issues faced today but the changing weather patterns of climate change. Prevailing Winds The Virgin Islands lie in the "Easterlies" or "Trade Winds" which traverse the southern part of the "Bermuda High" pressure area, thus the predominant winds are usually from the east northeast and east (IRF, 1977). These trade winds vary seasonally and are broadly divided into 4 seasonal modes: 1) December to February; 2) March to May; 3) June to August; and 4) September to November. Below are the characteristics of these modes as taken from Marine Environments of the Virgin Islands Technical Supplement No. 1 (IRF, 1977). December – February During the winter the trade winds reach a maximum and blow with great regularity from the east northeast. Wind speeds range from eleven to twenty-one knots about sixty percent of the time in January. This is a period when the Bermuda High is intensified with only nominal compensation pressure changes in the Equatorial Trough. The trade winds during this period are interrupted by "Northerners" or "Christmas Winds" which blow more than twenty knots from a northerly direction in gust from one to three days. Such outbreaks average about thirty each year. They are created by strengthening of high-pressure cells over the North American continent, which, in turn, allows weak cold fronts to move, southeastward over the entire Caribbean region. These storms are accompanied by intermittent rains and by clouds and low visibility for mariners. March – May During the spring, the trade winds are reduced in speed and blow mainly from the east. Winds exceed twenty knots only thirteen percent of the time in April. The change in speed and direction is the result of a decrease of the Equatorial Trough. June – August Trade winds reach a secondary maximum during this period and blow predominantly from the 24 east to east southeast. Speeds exceed twenty knots twenty-three percent of the time during July. The trend for increasing winds results from the strengthening of the Bermuda High and concurrent lowering of the pressure in the Equatorial Trough. Trade winds during this period are interrupted by occasional hurricanes. September – November During the fall, winds blow mainly from the east or southeast and speeds reach an annual minimum. Only seven percent of the winds exceed twenty knots in October. The low speeds result from a decrease in the Equatorial Trough. During this period, especially during late August through mid-October, the normal trade wind regime is often broken down by easterly waves, tropical storms, and hurricanes. Storm and Hurricanes There are numerous disturbances during the year, especially squalls and thunderstorms. These occur most frequently during the summer, lasting only a few hours and causing no pronounced change in the trade winds. A tropical cyclone whose winds exceed 74 miles per hour is termed a hurricane in the northern hemisphere, and significantly affects the area. These hurricanes occur most frequently between August and mid-October with their peak activity occurring in September. The annual probability of a cyclone is one in sixteen years. Climate The average annual rainfall on St. Croix is approximately 40 inches, ranging from 30 inches toward the eastern end of the islands to more than 50 inches at the higher elevations to the west. The project area lies in an area that receives approximately 40 inches of rainfall a year. The roadway lies in an area within several very large watersheds. Rainfall usually occurs in brief, intense showers of less than a few tenths of an inch and major rainfall events are associated with weather systems (USGS 1998). The Virgin Islands have no sharply defined wet season. The wettest period generally is from September to November, and the driest period is from January to June (USGS 1998). 25 Figure 26. Tropical Cyclone Frequencies in the Atlantic (National Weather Service). Figure 27. Tropical Storm and Hurricane Occurrences in the Atlantic (National Weather Service) 26 Figure 28. Climate Normals Christiansted St. Croix (https://noaa.maps.arcgis.com/home/webmap/viewer) Landform Geology, Soils and Historic Land Use Both project components are within areas that have developed and heavily impacted by man’s use. The road and electrical underground areas have been graded and top soil removed and elevations impacted through grading from their natural state. Highway 75 has been a main route of transportation since historic times. The roadway is shown on the 1954 USGS aerials. 27 Figure 29. USGS 1954 Aerial – The orange arrow indicates the eastern end of the project area. 28 Figure 30. USGS 1954 Aerial – The orange arrows indicate the start and end of the project west of Christiansted and in the Salt River area. 29 Figure 31. USGS 1954 Aerial – The orange arrows indicate the project route through the Salt River area and to the projects western end. Northside Road passes through five soil types throughout its length, Arawak gravelly loam, 5 to 12percent slopes, very stony, Arawak gravelly loam, 12 to 20 percent slopes, very stony, Glynn gravelly loam, 2 to 5 percent slopes, Sion clay, 2 to 5 percent slopes and Urban land. Arawak gravelly loam 5 to 12 percent slopes is found in areas with 42 to 45 inches of rainfall, on no prime farmland and found in low hills and footslopes. It is 10 to 20 inches to paralithic bedrock and is well drained. Arawak gravelly loam, 12 to percent slopes, very stony is found in areas with 41 to 45 inches, is found on hillsides, summits, shoulders, and back slopes. It also is 10 to 20 inches to paralithic bedrock and is well drained. 30 Glynn gravelly loam, 2 to 5 percent slopes is found in areas of 40 to 46 inches of rainfall and is prime farm land if irrigated. It is found on alluvial fans and footslopes. It is formed by weathered volcanic residuum. Its more than 80 inches to a restrictive feature and the soil is well drained. Glynn gravelly loam, 5 to 12 percent slopes is found in areas that have between 41 and 47 inches of rainfall annually and otherwise is similar to the areas with 2 to 5 percent slopes. Sion clay, 2 to 5 percent slopes is found in areas of 42 to 44 inches of rainfall and is found on valley floors and toeslopes. It is more than 80 inches to restrictive features and is well drained. It is derived from alcaline marine deposits and is prime farmland if irrigated. Urban land is not prime farmland and has been highly altered by man. Figure 32. USGS Custom Soil Survey Map Northside Road The underground electrical project encompasses Arawak gravelly loam, 5 to 12 percent slopes, very stony, Cramer-Victory complex, 2 to 12 percent slopes, very stony, Cramer-Victory complex, 12 to 20 percent slopes, very stony, Cramer-Victory complex, 20 to 40 percent slopes, very stony, Glynn gravelly loam, 2 to 5 percent slopes, Solitude gravelly fine sandy loam, 0 to 2 percent slopes, frequently flooded, Urban land-Glynn complex, 0 to 12 percent slopes, Ustorthents, Victory-Southgate complex, 12 to 20 percent slopes, very stony 31 Awawak gravelly loam, and Glynn gravelly loam are described above. Cramer-Victory complex, 2 to 12 percent slopes, very stony is found on mountain slopes and hills, and where rainfall is between 40 and 47 inches annually. It is 10 to 20 inches to paralithic bedrock and 15 to 36 inches to lithic bedrock. These soils are well drained and are not prime farmland. Cramer-Victory complex 12 to 20 percent slopes is found in areas of 40 to 48 inches of rainfall and on mountain slopes and hills, the soil is also well drained and not prime farmland. Cramer-Victory complex, 20 to 40 percent slopes, very stony is found in areas of 40 to 51 inches of rainfall a year and are similar to the soils which are not as steep. Sion clay, 0 to 2 percent slopes is found on valley floors and toeslopes, it is found in areas of 41 to 44 inches of rainfall. It is prime farmland if irrigated and restrictive features are more than 80 inches deep. Solitude gravelly fine sandy loam, 0 to 2 percent slopes, frequently flooded is found in areas of 39 to 45 inches of rainfall annually and is often a tidal flat, salt marsh, it is found on toeslopes. It is not prime farmland and poorly drained. Urban land-Glynn complex, 0 to 12 percent slopes is found in areas of 41 to 42 inches of rainfall and is not prime farmland. Ustorthents is found in areas of 39 to 43 inches of rainfall, and restrictive features are more than 80 inches deep. Victory-Southgate complex, 2 to 12 percent slopes, very stony is found in areas with 40 to 52 inches of rainfall annually. This soil is found on hillslopes, summits, shoulders and backslopes. It is 20 to 40 inches to paralithic bedrock and 40 to 60 inches to lithic bedrock. This is not prime farmland. Victory- Southgate complex, 12 to 20 percent slopes, very stony is found in areas of 40 to 51 inches of rainfall but otherwise is similar to the 2 to 12 percent slope soil. 32 Figure 33. USGS Custom Soil Survey Map Northside Road 33 Figure 34. USGS Custom Soil Survey Map Underground Projects Drainage, Flooding, Erosion Control, and Coastal Flooding The roadway project is intended to make the roadway less susceptible to flooding, and to improve drainage. Northside Road spans three FEMA Flood Insurance Rate Maps (FIRM), 69, 70 and 71. The vast majority of the project is in Zone X where 100-year flooding is not expected. The existing roadway includes several cross culverts as well as closed drainage systems within urban areas. There are areas of known flooding along Northside Road. There are several Federal Emergency Management Agency (FEMA) designated Special Flood Hazard Area’s (SFHA) located within the project limits. They are Contentment Gut, Orange Grove Gut, Salt River, and an unnamed floodplain at the west end of the project. FEMA Flood Insurance Rate Map (FIRM) numbers 7800000069G, 7800000070G, 7800000071G, and 7800000080G show two SFHA designations along the proposed alignment, a Zone ‘A’ and Zone ‘AE’. 34 Figure 35. FEMA FIRM 69 of 94. 35 Figure 36. FEMA FIRM 70 of 94. 36 Figure 37. FEMA FIRM 71 of 94. A Stormwater Pollution Prevention Plan will be developed for the project and coverage under the General Territory Pollutant Discharge Elimination System (TPDES) Permit will be sought. Drainage Patterns Offsite flows approach Northside Highway from central higher elevation points on the island through natural drainage courses. Offsite flows are often collected within roadside ditches where they are directed to roadway culvert crossings along the western and central portions of the project. In the eastern end of the project, flows originate in the higher elevations in natural drainage ways and then continue through urban areas to the crossing of Northside Highway. There are large stretches of the roadway where no cross culverts exist, and flows cross in a sheet flow condition. Peak Flow Calculation Design peak flows were estimated using HEC-HMS. The contributing watersheds were delineated within ARCGIS utilizing topography maps of the island. The topography available includes more detailed topography surveyed for the roadway improvement project as well as less detailed LIDAR data that covers the entire island. The LIDAR data was used for the delineation in the upper portions of the watershed. Rainfall amounts vary significantly across the island with higher rates in the higher elevations. NOAA 14 rainfall data is available for the island. A data point was chosen that is near the center of the project. This point has a rainfall amount of 19.4 inches for the 100-year, 24-hour storm event. 37 The SCS Curve Number loss method was used to estimate the surface runoff. The method estimates precipitation excess as a function of cumulative precipitation, soil cover, land use and antecedent moisture. The method assigns curve numbers (CN) to soils based on their watershed characteristics. Natural Resources Conservation Service (NRCS) soil surveys are available for the island to provide soil data information. The soil data includes soil unit types with soil characteristics including the Hydrologic Soils Group (HSG). A summary of the HSG is given in Table 1. A cover description of “Woods” in good condition was chosen for the land use. This cover has a CN of 70 for HSG type C and 77 for HSG type D. Table 1: Soils Parameters Soil ID Hydrologic Soils Group Texture ArB D Gravelly loam ArC D Gravelly loam ArD D Gravelly loam ArE D Gravelly loam ArF D Gravelly loam CvC D Very Gravelly Loam CvD D Very Gravelly Loam CvE D Very Gravelly Loam GyB C Gravelly loam GyC C Gravelly loam SiB C Clay UgC C Very Gravelly Loam VsE C Very Gravelly Loam VsF C Very Gravelly Loam The Soil Conservation Service (SCS) Unit Hydrograph method was used for the dimensionless hydrograph. The method requires the input of a lag time which is defined as the time difference between the center of mass of rainfall excess and the peak of the unit hydrograph. The lag time is equal to: tlag=0.6tc where tc is the time of concentration Time of concentration can be estimated as: tc=tsheet + tshallow + tchannel where tsheet is the sum of travel time in sheet flow segments, tshallow is sum of travel time in 38 shallow flow areas such as streets, gutters, or shallow rills, and tchannel is the sum of travel time in channel segments. Table 2 gives a summary of the offsite flows for the 25-year and 50-year storm events. Watershed ID 25-Year Flow (cfs) 50-Year Flow (cfs) Watershed ID 25-Year Flow (cfs) 50-Year Flow (cfs) WS 0 52 60 WS 16 22 26 WS 1 39 45 WS 17 74 85 WS 2 52 60 WS 18 15 17 WS 3 186 213 WS 19 28 32 WS 4 44 50 WS 20 95 110 WS 5 56 64 WS 21 99 114 WS 6 217 249 WS 22 13 15 WS 7 173 200 WS 23 16 18 WS 8 158 184 WS 24 27 31 WS 9 220 253 WS 25 29 33 WS 10 74 86 WS 26 21 24 WS 11 62 72 WS 27 59 68 WS 12 188 216 WS 28 64 75 WS 13 190 218 WS 29 33 38 WS 14 106 122 WS 30 63 73 WS 15 39 44 Existing culverts were analyzed to see if they had capacity to convey the estimated offsite flows. The existing culverts are all circular pipes. Culverts that can’t convey offsite flows or that are not compatible with the proposed roadway improvements were either extended or upsized. Proposed culverts were sized to convey the 50-year discharge at a headwater elevation generally equal to or less than the headwater elevation determined for the existing culvert hydraulic analysis. The maximum allowable headwater was set at (HW/D) not to exceed 1.5. Manning roughness coefficients of 0.012 was used for concrete culverts. An entrance loss coefficient of 0.50 was used for pipe culverts with end-sections or headwalls. Table 3 lists the existing culverts as well as the proposed culvert upgrades or extensions where the 39 existing culvert size is sufficiently sized. Culverts were also added at locations where known flooding conditions occur due to ponding adjacent to the roadway. The hydraulic output for the existing and proposed condition analyses can be made available upon request. Table 3: Culvert Inventory Culvert ID Station Existing Size (in) Proposed Sized (in) WS 0 203+25 36 36 WS 1 219+77 36 36 WS 2 142+25 24 36 WS 3 271+57 N/A 2-48 WS 4 284+77 N/A 36 WS 5 318+32 N/A 2-30 WS 8 194+65 36 2-48 WS 9 222+17 24 2-54 WS 18 295+09 N/A 24 WS 19 327+79 N/A 30 WS 23 215+13 36 36 WS 24 245+71 36 36 Drainage Inlet Design Existing closed storm drain systems are located at the eastern end of the project at low points and intersections. Intersections with storm drain systems include the Five Corners intersection, Pueblo intersection, and Contentment Gut intersection. Existing inlets are grated inlets. Proposed inlets will be placed at key locations including but not limited to sumps, upstream of superelevation crossovers, at major intersections, at locations where known flooding occurs and where spread criteria is not met. Inlets will be designed using FlowMaster. Proposed roadway inlets for this project will be designed for the 10-year peak discharge. Curb opening inlets with wings will be used for the new curb and gutter sections. The existing inlets are grated inlets with no curb opening. Curb opening inlets are being proposed because they are more efficient and do not clog as easy as grated inlets do. Storm Drain Design StormCAD version V8i will be used to size the new storm drains for the onsite drainage systems. The HEC-22 head loss method will be applied. The storm drain hydraulic systems will be designed for the 10- 40 year peak discharge while following the criteria from Chapter 7 of Reference 1. Excerpts from the 30% plans have been included with this report that show the existing and proposed closed storm drain systems. Maintenance Considerations Culverts will be designed with trash racks to prevent debris from getting clogged in the barrel. Trash racks will be sloped so flows will push floating debris to the top portion of the culvert entrance to allow easier passage of storm water through the lower portion of the culvert opening. Storm drain systems will be designed to encourage sediment and silt to be passed through pipes to the outlet. Pipe slopes will be steepened to the extent possible to achieve a “cleansing” velocity for low flow events. In addition, curb opening inlets will be used in conjunction with grated inlets to improve the hydraulic performance and are less prone to clog as compared to merely a grated inlet by itself. The construction of Northside Highway will result in several drainage improvements. These include: • Cross culverts for offsite flows. • Roadway curb opening inlet • Closed storm drain systems in urban areas where curb and gutter are proposed The project will not be altering any water flows and will be replacing and upsizing drainage features along the corridor to add resiliency and increase life expectancy of the roadway. 41 Figure 38. Drainage Map Erosion Control During construction silt fencing, inlet protection and sediment traps and check dams will be utilized to protect against sedimentation. Stockpiles will be protected by silt fencing and covered when necessary and not placed in drainage area. Best Management Practices following “Stormwater Management Pacific and Caribbean Islands”. Once work is complete soils will be stabilized by pavement, concrete, and placement of rubble rip rap. Planting of native grasses will be used to stabilize soils which are disturbed and will not be paved or concreted. Fresh Water Resources The proposed project will have no impact on freshwater resources as it will only be impacting area which are previously disturbed and developed. 42 Oceanography The application is for improvements of Northside Roadway and the placement of existing aerial electrical transmission lines underground. The project will not be affected by oceanographic processes, nor will it affect them. If proper sedimentation and erosion is implemented and properly maintained the project should have no impact on marine water quality. Marine Resources The application is for improvements of Northside Roadway and the placement of existing overhead electrical transmission lines underground. The project will not be affected by benthic habitats, nor will it affect them. If proper sedimentation and erosion protection is implemented and properly maintained the project should have no impact on marine resources. Terrestrial Resources There are large trees scattered along Northside Roadway, many of these trees are from historic times and these trees are an important part of Virgin Culture and Heritage. Most of these trees are protected by The Virgin Islands Community and Heritage Tree Law (Act 8149). Many of these trees were planted to provide shade to the roadway. The trees which area found along the roadway include mahoganies (Swietenia mahogani and S. macrophylla), tamarinds (Tamarindus indica), genips (Melicoccus bijugatus), tibets (Albizia lebbeck), flambouyants (Delonix regia), turpentines (Bursera simaruba), saman (Samanea saman), dog almonds (Andira inermis), seagrapes (Cocoloba uvifera), kapok (Ceiba pentandra),white manjack (Cordia alba), and mango (Mangifera indica). Many of these trees are 200 years old and many bear the damage of not only recent hurricanes but the hurricanes of the past, damage from powerline work and damage from car accidents. Many of the roadside areas are developed and kept as lawns, pastures or are paved in some cases right up around the trees. Other areas are less developed and despite periodic mowing are colonized by Sansevieria (Dracaena trifasciata), tantan (Leucaena leucocephala), guinea grass (Panicum maximum), sage (Lantana spp.), crotons (Croton sp), guinea grass (Panicum maximum), tantan, sage (Lantana spp.), crotons (Croton sp) and sapling trees, primarily genip. 43 Figure 39. Tree location map 44 Latitude Longitude Tree Types DBH Notes 17.74252 64.71169 Kapok (Ceiba pentandra ) 7ft 17.74302 64.71223 Tamarind (Tamarindus indica) 3ft 17.7454 64.71559 Tamarind (Tamarindus indica) 5ft 17.74585 64.71559 Mahogany (Swietenia sp .) 3ft 17.74591 64.71642 Mahogany (Swietenia sp .) 2ft 17.7493 64.72327 Genip (Melicoccus bijugatus) 8ft Clump of three (3) 17.75388 64.72841 Flamboyant (Royal poinciana) 6ft 17.7539 64.72876 Mahogany (Swietenia sp .) 3ft 17.75486 64.73077 Mahogany (Swietenia sp .) 4ft 17.75486 64.73078 Mahogany (Swietenia sp .) 4 1/2ft 17.7553 64.73183 Genip (Melicoccus bijugatus) 6ft 17.755351 64.73195 Flamboyant (Royal poinciana) 3ft 17.7554 64.73241 Mahogany (Swietenia sp .) 2 1/2ft 17.75552 64.73268 Mahogany (Swietenia sp .) 2ft 17.7556 64.73275 Genip (Melicoccus bijugatus) 3ft 17.75563 64.73282 Genip (Melicoccus bijugatus) 3ft 17.75569 64.73301 Mahogany (Swietenia sp .) 5ft 17.75577 64.7331 Genip (Melicoccus bijugatus) 4ft 17.75642 64.7347 Genip (Melicoccus bijugatus) 3ft 17.75645 64.73477 Genip (Melicoccus bijugatus) 4ft 17.7568 64.73527 Genip (Melicoccus bijugatus) 2ft 17.75722 64.73613 Mahogany (Swietenia sp .) 3 1/2ft 17.75727 64.73634 Genip (Melicoccus bijugatus) 3ft 17.75737 64.7365 Genip (Melicoccus bijugatus) 3ft 17.75742 64.73662 Dog Almond (Andira inermis) 3ft 17.75744 64.73664 Mahogany (Swietenia sp .) 3ft 17.75746 64.73667 Genip (Melicoccus bijugatus) 4ft 17.75751 64.7367 Pigeon Berry (Bourreria succulenta ) 2ft 17.75757 64.73675 Genip (Melicoccus bijugatus) 5ft 17.75763 64.73684 Genip (Melicoccus bijugatus) 2ft 17.75767 64.73701 Flamboyant (Royal poinciana) 3ft 17.75777 64.73715 Tibet (Albizia lebbeck ) 2ft 17.75785 64.73723 Flamboyant (Royal poinciana) 2ft 17.75788 64.73734 Flamboyant (Royal poinciana) 3ft 17.75799 64.7375 Genip (Melicoccus bijugatus) 3ft 17.75805 64.73761 Flamboyant (Royal poinciana) 3ft 17.75853 64.73827 Tibet (Albizia lebbeck ) 2ft 17.75855 64.73829 Mahogany (Swietenia sp .) 2ft 17.75867 64.73844 Pigeon Berry (Bourreria succulenta ) 2ft 17.75868 64.73856 Genip (Melicoccus bijugatus) 3ft 17.75873 64.73869 Mahogany (Swietenia sp .) 3ft 17.7588 64.73877 Mahogany (Swietenia sp .) 3ft 17.75889 64.73889 Mahogany (Swietenia sp .) 4ft 17.75928 64.73962 Mahogany (Swietenia sp .) 4ft 17.76003 64.74057 Mahogany (Swietenia sp .) 3ft 17.76001 64.74092 Flamboyant (Royal poinciana) 2ft 17.75989 64.74078 Mahogany (Swietenia sp .) 2ft 17.75993 64.74088 Mahogany (Swietenia sp .) 2ft 17.75996 64.74124 Genip (Melicoccus bijugatus) 3ft 17.76001 64.74145 Genip (Melicoccus bijugatus) 2ft 17.76009 64.74199 Mahogany (Swietenia sp .) 3ft 17.76 64.7431 Tibet (Albizia lebbeck ) 2ft 17.75969 64.74467 Tibet (Albizia lebbeck ) 2ft 17.75964 64.74476 Mahogany (Swietenia sp .) 3ft 17.759 64.74738 Mahogany (Swietenia sp .) 2ft 17.75901 64.74767 Mahogany (Swietenia sp .) 3ft 17.759 64.74746 Mahogany (Swietenia sp .) 2ft 17.75919 64.7486 Tibet (Albizia lebbeck ) 3ft 17.75915 64.74971 Genip (Melicoccus bijugatus) 5ft 17.75944 64.75296 Hog Plum (Spondias mombin ) 3ft 17.75947 64.75344 Tibet (Albizia lebbeck ) 3ft 17.75953 64.7537 Flamboyant (Royal poinciana) 4ft 17.75955 64.75381 Flamboyant (Royal poinciana) 4ft 17.75996 64.75505 Tibet (Albizia lebbeck ) 2ft 17.76003 64.75527 Hog Plum (Spondias mombin ) 3ft 17.75997 64.75529 Tamarind (Tamarindus indica) 3ft 17.75867 64.75646 Flamboyant (Royal poinciana) 2ft 17.75798 64.75704 Flamboyant (Royal poinciana) 3ft 17.75628 64.75904 Hog Plum (Spondias mombin ) 2ft 17.75639 64.75934 Genip (Melicoccus bijugatus) 2ft 17.75649 64.75946 Mahogany (Swietenia sp .) 6ft 17.75757 64.76041 Genip (Melicoccus bijugatus) 3ft 17.75753 64.76035 Genip (Melicoccus bijugatus) 2ft 17.75741 64.76012 Tamarind (Tamarindus indica) 2ft 17.75825 64.76398 Dog Almond (Andira inermis) 2ft 17.75827 64.76382 Dog Almond (Andira inermis) 5ft 17.75831 64.76349 Tibet (Albizia lebbeck ) 4ft 17.75812 64.76424 Genip (Melicoccus bijugatus) 3ft 17.75802 64.76431 Dog Almond (Andira inermis) 2ft 17.75757 64.76479 Dog Almond (Andira inermis) 3ft 17.75731 64.76513 Dog Almond (Andira inermis) 4ft 17.75676 64.76589 Dog Almond (Andira inermis) 3ft 17.7564 64.76596 Tibet (Albizia lebbeck ) 4ft 17.75504 64.76757 Jujube (Ziziphus mauritiana ) 3ft 17.755 64.76762 Flamboyant (Royal poinciana) 2ft 17.75457 64.76797 Genip (Melicoccus bijugatus) 2ft 17.75441 64.76817 Tibet (Albizia lebbeck ) 2ft 17.7531 64.76923 Hog Plum (Spondias mombin ) 2ft 17.75286 64.76942 Genip (Melicoccus bijugatus) 2ft 17.75242 64.76973 Dog Almond (Andira inermis) 4ft 17.75231 64.76982 Dog Almond (Andira inermis) 3ft 17.75211 64.76985 Mahogany (Swietenia sp .) 7ft 17.74043 64.77507 Tibet (Albizia lebbeck ) 2ft 17.73935 64.77556 Tibet (Albizia lebbeck ) 3ft 17.73673 64.77636 Mahogany (Swietenia sp .) 3ft 17.73665 64.77634 Mahogany (Swietenia sp .) 3ft 17.73657 64.72634 Mahogany (Swietenia sp .) 3ft 17.7365 64.77631 Mahogany (Swietenia sp .) 3ft 17.73634 64.77625 Mahogany (Swietenia sp .) 3ft 17.73627 64.77623 Mahogany (Swietenia sp .) 3ft 17.73618 64.77622 Mahogany (Swietenia sp .) 2ft 17.73548 64.77612 Mahogany (Swietenia sp .) 3ft 17.73594 64.77612 Mahogany (Swietenia sp .) 4ft 17.73583 64.77611 Mahogany (Swietenia sp .) 3ft 17.73572 64.77608 Mahogany (Swietenia sp .) 3ft 17.73563 64.77607 Mahogany (Swietenia sp .) 5ft 17.73533 64.77595 Mahogany (Swietenia sp .) 2ft 17.73542 64.77599 Hog Plum (Spondias mombin ) 2ft 17.7353 64.77596 Hog Plum (Spondias mombin ) 2ft 17.73505 64.77593 Mahogany (Swietenia sp .) 3ft 17.73491 64.77588 Hog Plum (Spondias mombin ) 2ft 17.73473 64.77579 Mahogany (Swietenia sp .) 4ft 17.73457 64.77578 Mahogany (Swietenia sp .) 3ft 17.73446 64.77575 Mahogany (Swietenia sp .) 4ft 17.73428 64.77571 Mahogany (Swietenia sp .) 5ft 17.73402 64.77556 Hog Plum (Spondias mombin ) 3ft 17.7338 64.77551 Mahogany (Swietenia sp .) 4ft 17.73361 64.7755 Jujube (Ziziphus mauritiana ) 4ft 17.73353 64.77543 Mahogany (Swietenia sp .) 4ft 17.73339 64.77543 Mahogany (Swietenia sp .) 3ft 17.73332 64.77536 Mahogany (Swietenia sp .) 2ft 17.73323 64.77528 Mahogany (Swietenia sp .) 3ft 17.7331 64.77531 Mahogany (Swietenia sp .) 4ft 17.733 64.77525 Mahogany (Swietenia sp .) 3ft 17.73282 64.77516 Mahogany (Swietenia sp .) 3ft 17.73268 64.77515 Mahogany (Swietenia sp .) 3ft 17.73262 64.77505 Genip (Melicoccus bijugatus) 4ft 17.73255 64.775 Genip (Melicoccus bijugatus) 3ft 17.73234 64.77494 Mahogany (Swietenia sp .) 2ft 17.73226 64.77492 Mahogany (Swietenia sp .) 3ft 17.73217 64.77485 Mahogany (Swietenia sp .) 2ft 17.73202 64.7749 Mahogany (Swietenia sp .) 3ft 17.73173 64.7748 Pigeon Berry (Bourreria succulenta ) 2ft 17.7311 64.77454 Mahogany (Swietenia sp .) 3ft 17.73094 64.77448 Mahogany (Swietenia sp .) 2ft 17.73086 64.77448 Mahogany (Swietenia sp .) 2ft 17.73056 64.77437 Mahogany (Swietenia sp .) 2ft 17.73025 64.77425 Mahogany (Swietenia sp .) 2ft 17.7302 64.77425 Mahogany (Swietenia sp .) 3ft 17.73012 64.77422 Dog Almond (Andira inermis) 2ft 17.72998 64.77416 Hog Plum (Spondias mombin ) 3ft 17.72993 64.77409 Hog Plum (Spondias mombin ) 2ft 17.72985 64.77412 Hog Plum (Spondias mombin ) 2ft 17.7298 64.77414 Flamboyant (Royal poinciana) 2ft 17.72971 64.7741 Hog Plum (Spondias mombin ) 2ft 17.72967 64.7741 Hog Plum (Spondias mombin ) 3ft 17.72963 64.77402 Genip (Melicoccus bijugatus) 5ft 17.72953 64.774 Hog Plum (Spondias mombin ) 3ft 17.72943 64.77399 Mahogany (Swietenia sp .) 5ft 17.72939 64.77398 Mahogany (Swietenia sp .) 6ft 17.72904 64.7739 Genip (Melicoccus bijugatus) 3ft 17.72885 64.77388 Mahogany (Swietenia sp .) 3ft 17.72879 64.77383 Mahogany (Swietenia sp .) 4ft 17.7306 64.77454 Tibet (Albizia lebbeck ) 4ft 45 Tree shaped by powerline pruning. Near the western terminus of Northside Road, the eastern side of the roadway has large mahoganies which are close to the roadside and the tree roots often come right up to the edge of the roadway. To protect these trees, the sidewalk will be placed on the western side of the roadway. There is a flamboyant, amid the mahoganies. This area is maintained as mown grass. The western side does not have trees close to the road in this area and the area is developed as the fish and farmers markets and there is a popular local restaurant with a large open parking area which does have one large tree in the parking area the sidewalk should go around. Mahoganies on eastern side of Northshore Roadway. Large tree in Chicken Shack parking lot. 46 Approaching the Kingshill Post Office there is an occasional tree on the western side of the roadway, where possible the sidewalk should go on the western side of these trees away from the roadway. Approaching the Kingshill post office. Kingshill Post Office has both mahoganies and dog almonds close to the roadway on the eastern side. The eastern side of the roadway has larger trees while the western side has been maintained as mown grass. The large mahoganies and other trees continue along the roadway on the eastern side of the road until Buelah Road or Sunset Road to east at which time both sides of the road have been altered for pasture and there are no large trees. 47 As the road turns to the northeast the areas immediately alongside the roadway have been maintained as mown grass and large trees are not on the roadside. These areas have sufficient areas for work on both sides of the roadway without impacting large trees. There is an occasional large tree near the roadway on the southern side of the road, but there is sufficient room for roadway improvements. Approaching the Salt River area large trees are present on the north side of the roadway and in this area the sidewalk should be placed on the southern side of the roadway to protect these trees. 48 A few mahoganies along the northern side of the roadway. Approaching Good Hope/County Day School the roadsides are heavily forested but most of the trees are set back far enough from the roadway that the improvements should not affect them. From the school entrance towards the Salt Rive intersection there are drainage ditches along the side of the roadway which often have standing water and water often damages the pavement. The trees are close to the roadway on the northern side, making the southern side the preferable location for sidewalks. Drainage improvements will be made in this area. There are large saman trees which stretch across the roadway in the Salt River area, most of these are well back from the roadway. The drainage ditch is visible on the southern side of the roadway. 49 There are several samans which are however close to the roadway and will need to be protected. Roadway improvements have been identified in this area to raise the road profile to eliminate existing low points and drainage improvements to mitigate water collection in the intersection area. The drainage way here has bed and bank features and a direct nexus to Water of the U.S. and there for improvements and the crossing will require a Nationwide Permit from the U.S. Army Corps of Engineers. Salt River intersection, large saman trees can be seen on the northern side of the roadway, and there are culverts which are heavily silted in. Climbing Morning Star Hill most of the larger trees are set back from the roadway and will not be impacted by roadway activities. There are many white manjack along the roadside. 50 Large saman set off the roadway. To the east of Morning Star hill the vegetation often closes in around the roadway, most of the larger trees are set back from the roadway which most of the vegetation along the roadside are saplings, many genips. The vegetation at time form walls along the roadside partially because of the way the vegetation is trimmed with a side armed mower. Moving to east the number of mahoganies along the roadside increases and some of near the roadway. Two mahoganies bracket the roadway (17.759983°N, -64.755223°) 51 Approaching the Highway 79 intersection there are several large trees, on the southern side of the roadway in the church yard (mahogany and flamboyant). There is a large dog almond which spans across the roadway at the intersection of 75 and 79. There is a large drainage way which flows through this area, it will also require a Nationwide permit for the drainage improvement and crossing. 52 The Highway 75 and 79 intersections have a large amount of drainage coming through the area. There are flamboyant trees on the northern side of the roadway. In some areas of the roadway the trees have been cut to create tunnels through the vegetation. There is a large gut which is immediately off the roadside at Latitude 17.759288˚N, Longitude - 64.749086W. There is a large box culvert crossing going into an apartment complex. 53 Moving towards Judith Fancy there is often dense roadside vegetation, but these are smaller trees most saplings or secondary growth species. The large trees are set farther back from the roadside except for one large mahogany on the south side of the roadway. Coconuts are common entering Princesse area and during the 1980s prior to Hurricane Hugo lined the roadway, few remain. Large mahoganies are found scattered along the roadside in the Princesse area. 54 The large trees from a canopy over the roadway. Many are set back from the roadway, but some are within 5ft of the pavement edge. Genips are common in this area. There are areas where the sidewalk will need to pass on the outside of the trees since the span the roadway on either side. There are mahoganies on the southside of the roadway in La Grande Princesse which are damaged by trimming for powerlines and hurricanes. These are right off the sidewalk. 55 There are small drainages along the roadway (17.755611°N, -64.732626°). Within the Little Princess area most trees are far enough back from the road that they will not be impacted. In front of the water laboratory there are two large mahogany and a huge seagrape tree. The mahoganies are damaging the existing sidewalk. 56 There is a large mahogany right next to the existing sidewalk on the northern side of the roadway. In Little Princesse there are some flamboyant and mahoganies immediately adjacent to the sidewalk. Along the route just east of Little Princess ether are some larger trees but all are set back from roadway. 57 The Golden Rock drainage is a highly defined (and altered) drainage way which will require U.S. Army Corps of Engineers permitting. The Golden Rock Shopping Center has a variety of trees within their landscape planted to provide shade to parked cars, these are right along the roadway. East of the Golden Rock intersection the area is densely forested but the larger trees are all set back from the roadway. East of the Golden Rock intersection, on the southeast side of the road is a historic wall and larger trees set back from the roadway. 58 There is a flamboyant near the entrance of Juanita Gardine Elementary School, which is high damaged by trimming for the electrical lines and \mahoganies on the south side of the roadway damaging the existing sidewalk. Charles Harwood Memorial Hospital has beautiful mahoganies well inside the property away from any potential roadway improvement impacts. The Richmond area is highly urbanized with sidewalks on either side of the roadway. One of the most iconic trees just to the west of Bassin Triangle. This Kapok or silk cotton tree has managed to survive despite having concrete right up to its roots. Kapoks have a very shallow root system, and this tree has reached into roadside drainageway. 59 Contentment drainageway has been channelize at the Highway 75 crossing. IMPACT OF NORTHSIDE ROADWAY IMPROVEMENTS AND PLACEMENT OF LINES UNDERGROUND There are large heritage trees scattered along the roadside and their locations have been considered with the improvements. Heritage trees and other large trees have been avoided to the greatest extent possible. The project will result in the loss of some trees and some secondary growth vegetation and sapling trees, this is an unavoidable impact and to mitigate for this loss replacement trees will be planted the appropriate distance from the roadway in area owned by the U.S. Virgin Islands. Removal or trimming of any Heritage Trees will require a permit from the Department of Agriculture. The undergrown project will occur in the roadway and in areas which are maintained as lawns. There will be no impact to the native flora or fauna from the underground project. Wetlands The Northside Highway and electrical underground project will not impact wetlands along their routes. There are several crossing and drainage improvements which will require permit from the U.S. Army Corps of Engineers for ephemeral stream crossings which have direct nexus to waters of the U.S. Rare and Endangered Species No endangered, or threatened, species or endangered species habitat exist within proposed project areas. According to the U.S. Fish and Wildlife Service (USFWS) Information for Planning and Consultation (IPaC) project tool no endangered species, critical habitat or migratory birds are expected to occur in the proposed project area except for sea turtle species. There is an endangered ground lizard, Ameiva polops, on the island of St. Croix, but this lizard is only found on Protestant Cay and Ruth Cay. There are also three endangered plant species on St. Croix – i.e., Agave eggersiana, Buxus vahlii and Catesbaea melanocarpa – but they primarily occur in exposed, dry areas. There are three known populations of B. vahlii on St. Croix and all are well removed from the proposed project site. There is one known population of C. melanocarpa on St. Croix and it is also located outside the proposed project site. Neither the endangered ground lizard nor any of the endangered plants species are found within the proposed project footprint. 60 Air Quality All of St. Croix is designated Class II by the Environmental Protection Agency, in compliance with National Ambient Air Quality Standards. In Class II air quality regions open burning, visible air contaminants, particulate matter emissions, volatile petroleum products, sulfur compounds and internal combustion engine exhaust are all regulated (Virgin Islands Code Rules and Regulations). Heavy equipment will be used during project construction and will create combustion engine exhaust. Upon project completion, air quality will return to pre-construction conditions. 61 IMPACT ON MAN’S ENVIRONMENT Land and Water Use Plans The improvement of the roadway and placement of utilities underground is in accordance with the laws and regulations of the U.S. Virgin Islands. Visual Impacts The roadway improvements and placement of the utilities underground will be a positive impact on of St. Croix’s landscape. Social Impacts and Economic Impacts The roadway improvements will have both a positive social and economic impact to Virgin Islanders by improving the safety of the roadways for drivers and pedestrians. Due to poor lighting numerous people are hit by vehicles at night and due to poor roadway markings and signage there are accidents and pedestrians are high by vehicles. Poor lines of site cause accidents and the lack of turn lanes cause traffic to build up. The placement of utilities underground makes the territory more resilient after major storms and allow for the rapid return of power to residents. Historical and Archaeological Resources Cocosol International Inc., (CocoSol), performed a Phase I A&B Cultural Resources Survey (Survey) for the proposed Northside Highway Improvements Project. The Survey was performed on behalf of Stanley Consultants Inc., the prime contractor to the Government of the Virgin Islands: Department of Public Works (DPW) for project design. The field survey and review of the site database resulted in the identification of both precolonial and colonial cultural resources that are within the APE of the duct bank alignments. These include the ruins of domestic structures, plantation buildings, cemeteries, and precolonial sites of record. We recommend that archaeological monitoring be performed for the earth change activities required for those duct bank alignments. Because of environmental considerations parts of the coastal areas of the Richmond-Princess sub project are considered to have the potential to contain archaeological contexts buried beneath the existing roadways. Archaeological monitoring of earth change activities for parts of the Richmond- Princess sub-project is recommended. The MonBijou-Glynn component contains precolonial resources of record near the proposed duct bank alignments that are likely associated with tributary streams of Salt River which pass wholly or in part through the MonBijou- Glynn sub project. Archaeological monitoring is recommended for the entirety of the Mon-Bijou-Glynn subdivision and for two areas along Windsor Road where a precolonial site’s polygon borders the existing roadway and along the Estate Concordia plantation ruins. The Virgin Islands State Historic Preservation Office (VISHPO) agreed with the mitigation procedures for the protection and preservation of historic and archaeological resources that may be identified within the limits of the Northside Road Improvement Project in St. Croix, Virgin Islands as outlined by the Archaeological consultant, CocoSol International Inc in the Phase I A and B report dated July 22, 2022, and the Addendum A report dated August 26, 2022, based on review modifications requested by the VISHPO. 62 The VISPHPO concurrence letter is attached herewith. Waste Disposal and Accidental Spills Equipment will be kept in good operational condition during the proposed project and will not be fueled on site. Any excess excavated material and debris will be collected, taken off-site and properly disposed of. ALTERNATIVE ANALYSIS The project is limited to existing roadways and locations. Alternative locations are not a feasible option due to property ownership, buildings, and topography. The alternatives are related to changes in design. No Build The roadway improvements and the placement of utilities underground could not be done, and conditions would remain the same and the roadways would continue to deteriorate, and existing safety and flooding issues would continue. Existing overhead electrical distribution would continue to be subject to impact by storm winds. Designs Intersections Traditional signalized intersections versus roundabouts configurations were both considered. Bike Paths Location of bike paths were evaluated to provide the safest routes for motorist and bicyclist. Bike paths will not be placed in urban congested corridors. Instead, they will be placed on adjacent side streets to provide continuity. Shoulders Paved roadway shoulders will be expanded where possible to support emergency needs. CONSTRUCTION CONSIDERATIONS Department of Public Works (DPW) recognizes the potential challenges and inconveniences that the construction phase could cause to the existing surrounding communities. It is the objective of DPW to implement measures that would minimize and/or avoid negative impacts to the existing adjacent communities along the Northside Highway corridor. Even though the DPW cannot dictate construction means and methods to the contractor, the final construction documents will set forth several requirements that the contractor shall comply with to proactively address potential adverse impacts to the existing surrounding communities during construction. These requirements will allow DPW to establish a protocol and hold the contractor accountable through the life cycle of the construction phase. 63 Pre-Construction Requirements Prior to construction, the contractor shall submit documents to the DPW for review and acceptance. The following documents listed, but not limited, include: • Construction Mobilization Plan • Storm Water Pollution Prevention Plan (SWPPP) • Construction Staging Plan • Construction Operations and Maintenance (O&M) Plan • Construction Safety Plan • Anticipated Construction Schedule • Construction Phasing Plan • Shop Drawing Review Plan • Request For Information (RFI) Plan • Quality Control Plan • Construction Demobilization Plan • Punch List Plan • Construction As-builts Plan During Construction Requirements During construction the contractor shall resubmit all plans listed above for review and acceptance if there are any changes. The contractor will be responsible for ensuring that the erosion control measures, as specified in the construction documents, are always installed properly during construction. The contractor shall provide all testing results to the client to confirm proper contracting measures and materials for compliance. The contractor shall submit weekly progress reports and attend bi-weekly progress meetings with the client and stakeholders. The contractor shall take all measures to minimize construction activity impacts to the communities and residents. Additionally, DPW will assign a construction engineering inspection team which will assist in ensuring that established requirements and protocols are being met by the contractor. Post-Construction Requirements After contracted construction is complete, but before demobilization, the contract shall restore all disturbed areas to their preconstruction condition. These areas will be part of the final punch list and completed to the client’s satisfaction prior to final acceptance and final payment. Construction as-builts shall be provided to the client for review and approval. Any as-built client comments shall be resolved prior to final acceptance and final payment. EXISTING UTILITY REPLACEMENT CONSIDERATIONS In alignment with the planning of existing utility infrastructure upgrades, the Department of Public Works (DPW) is collaborating with local utility agencies to replace the existing water and sewer utilities within the project limits. This will be facilitated with a “one-dig” approach, allowing the utilities to be installed prior to completing horizontal and vertical geometric improvements, drainage improvements, and/or final roadway pavement section. This approach will provide multiple advantages which includes a resilient all-inclusive design, reduction in overall construction cost, reduction of 64 adverse impacts to the residents during the construction phase, and reduction of impacts to local/adjacent businesses. Furthermore, DPW will work in partnership with Water and Power Authority (WAPA) to install new transmission lines, distribution lines , service lines, and additional water features within the project limits under a FEMA Public Assistance Grant (166438 XMWPF03 Replacement for St. Croix Water Distribution System). Prior to construction flow monitoring, hydraulic modeling, and a comprehensive phasing plan will be developed to minimize community and business impacts. Additionally, DPW will work in partnership with Waste Management Authority (WMA) to install new sewer lines, manholes, and additional sewer features within the project limits under a FEMA Public Assistance Grant (XMUGN07 STX Pump Station Repairs and Wastewater Treatment Plant). Prior to construction flow monitoring, hydraulic modeling, and a comprehensive phasing plan will be developed to minimize community and business impacts. Addressing the much-needed water and sewer existing utilities replacement design in conjunction with the other roadway infrastructure improvements will allow the design team to be able to constantly seek opportunities to streamline the design and avoid potential utility conflicts. COASTAL CONSISTENCY The proposed Northside Road improvements and placement of utilities underground in four neighborhoods will have a negligible potential of impacting environmental resources, or ambient water quality during construction if stringent sedimentation and erosion control is implemented and maintained. Necessary sedimentation and erosion control measures will be implemented during earthwork to ensure that no environmental impacts occur. The proposed project occurs only within previously altered areas. Archeological monitoring will be recommended as part of the construction services to minimize disturbance of historical preservation sites identified in the archeological report. Project activities will stop if historic remains or resources are encountered, and SHPO will be contacted to determine the best course of action. The Coastal Zone Management Act of 1972 requires that federal actions, within and outside the coastal zone, which have reasonably foreseeable effects on any coastal use (land or water), or natural resource of the coastal zone be consistent with the enforceable policies of a state's federally approved coastal management program. The proposed Northside Road improvements and placement of utilities underground in four neighborhoods, as proposed, will be undertaken in a manner consistent to the maximum extent practicable with the enforceable policies of the U.S. Virgin Islands’ Coastal Zone Management (CZM) Program. This federal consistency determination demonstrates the Northside Road improvements and placement of utilities underground in four neighborhoods projects’ compliance with the U.S. Virgin Islands’ CZM Program. The following policies are set forth in the U.S. Virgin Islands Code Title 12, Conservation Chapter 21, Virgin Islands Coastal Zone Management [V.I. Code tit. 12, § 903(b)]. The proposed Northside Road Improvements and placement of utilities underground in four neighborhoods projects meets each of the basic goals of the USVI for its coastal zone. Additional details are as follows: 65 USVI Code Title Twelve Conservation, Chapter 21 § 903 (b) (1) Protect, maintain, preserve and, where feasible, enhance and restore, the overall quality of the environment in the coastal zone, the natural and man-made resources therein, and the scenic and historic resources of the coastal zone for the benefit of residents of and visitors of the United States Virgin Islands. - The proposed Northside Road improvements and placement of utilities underground in four neighborhoods projects are designed to be within a currently disturb area. The projects will have minimal impact on natural resources, archeological resources, and will enhance experience of Virgin Islanders who drive Northside Road and live in Mon Bijou-Glynn, Morning Star, Richmond-Princesse and Contentment-Richmond. (2) Promote economic development and growth in the coastal zone and consider the need for development of greater than territorial concern by managing: (1) the impacts of human activity and (2) the use and development of renewable and nonrenewable resources to maintain and enhance the long-term productivity of the coastal environment. - The proposed project promotes the economic development and growth in the coastal zone by providing a safer roadway for residents and visitors, it will protect property, allow for better access during flooding events and will minimize repairs need in future catastrophic weather events. The placement of utilities underground will improve the quality of life for residents in Mon Bijou-Glynn, Morning Star, Richmond-Princesse and Contentment-Richmond and allow them to have power more quickly after storms. (3) Assure priority for coastal-dependent development over other development in the coastal zone by reserving areas suitable for commercial uses including hotels and related facilities, industrial uses including port and marine facilities, and recreation uses. - The proposed project involves the improvement of the roadway and will provide better access for commercial uses such as hotels and related facilities. The placement of utilities underground provides more reliable power for commercial and residential uses. (4) Assure the orderly, balanced utilization and conservation of the resources of the coastal zone, taking into account the social and economic needs of the residents of the United States Virgin Islands. - The roadway improvements have been designed to minimize impact to resources. A will protect critical infrastructure and, therefore, will meet and protect the economic and social needs of the St. Croix residents. The placement of utilities underground provides more reliable power for commercial and residential uses. 5) Preserve, protect, and maintain the trust lands and other submerged and filled lands of the United States Virgin Islands to promote the general welfare of the people of the United States Virgin Islands. - The proposed projects will not impact trust lands or other submerged or filled lands of the U.S. Virgin Islands. 66 (6) Preserve what has been a tradition and protect what has become a right of the public by ensuring that the public, individually and collectively, has and shall continue to have the right to use and enjoy the shorelines and to maximize public access to and along the shorelines consistent with constitutionally protected rights of private property owners. - The proposed projects will in no way affect public access to, or use of, the shoreline. - (7) Promote and provide affordable and diverse public recreational opportunities in the coastal zone for all residents of the United States Virgin Islands through acquisition, development and restoration of areas consistent with sound resource conservation principles. - The proposed projects will not affect public recreational opportunities in the coastal zone. (8) Conserve ecologically significant resource areas for their contribution to marine productivity and value as wildlife habitats, and preserve the function and integrity of reefs, marine meadows, salt ponds, mangroves, and other significant natural areas. - The project will have minimal impact on natural resources and will implement best management practices (BMPs) to minimize areas of disturbance, thereby protecting adjacent habitats. (9) Maintain or increase coastal water quality through control of erosion, sedimentation, runoff, siltation, and sewage discharge. - As necessary, the project will implement sedimentation and erosion control BMPs to prevent loss of sediment from the project area during construction. The proposed Northside Road Improvements project and placement of underground utilities in Mon Bijou-Glynn, Morning Star, Richmond-Princesse and Contentment-Richmond, as designed, will maintain coastal water quality through control of erosion, sedimentation, runoff, and siltation, protect island resource and benefit Virgin Islanders providing a safer roadway and a more resilient power source for Mon Bijou-Glynn, Morning Star, Richmond-Princesse and Contentment-Richmond. It is, therefore, consistent with the policy set forth in the U.S. Virgin Islands Code Title 12, Conservation Chapter 21, Virgin Islands Coastal Zone Management [V.I. Code tit. 12, § 903(b)]. ATTACHMENT A PHASE I (A&B) CULTURAL RESOURCES SURVEY PHASE I (A&B) CULTURAL RESOURCES SURVEY FOR THE PROPOSED NORTHSIDE IMPROVEMENTS PROJECT ST. CROIX U.S. VIRGIN ISLANDS Prepared for: Stanley Consulting Inc. 225 Iowa Avenue Muscatine, IA 52761 Prepared by: CocoSol International Inc. 777 Brickell Ave No. 500-97996 Miami, Florida 33131 July 20, 2022 i TABLE OF CONTENTS 1.0 INTRODUCTION 1 1.1 Regulatory Framework 1 1.2 Environmental Setting 3 1.3 Cultural Setting 3 1.3.1 Precolonial Context 4 1.3.2 Colonial Period 4 2.0 SURVEY METHODS 5 2.1 Records and Literature Search 5 2.2 Field Survey 5 3.0 FINDINGS 7 3.1 Northside Highway 7 3.2 Contentment-Richmond 10 3.3 Richmond- Princesse 16 3.4 Morning Star – Glynn 23 3.5 MonBijou-Glynn 25 4.0 CONCLUSIONS AND RECOMMENDATIONS 29 4.1 Conclusions 29 4.2 Recommendations 29 4.2.1 Northside Highway 29 4.2.2 Contentment – Richmond 31 4.2.3 Richmond – Princess 31 4.2.4 Morning Star-Glynn 32 4.2.5 MonBijou Glynn 33 REFERENCES 34 LIST OF FIGURES ii EXECUTIVE SUMMARY iv ii LIST OF FIGURES Figure 1: Overview map of the proposed duct bank alignments 2 Figure2: Photograph of the shovel testing activities along Northside Highway 5 Figure 3: Photograph of example shovel test 6 Figure 4: Photograph of the Triangle Basin Area 7 Figure 5: Photograph of rubble masonry wall and concrete retaining wall 8 Figure 6: Photograph of entrance to No.1 Orange Grove 8 Figure 7: Photograph of probable building foundations at No. 1 Orange Grove 9 Figure 8: Photograph of watch house 10 Figure 9: Section of Figure 1 depicting the Contentment-Richmond sub project 10 Figure 10: Google Earth image of the general Contentment-Richmond area 11 Figure 11: Segment of the USGS map for Christiansted depicting the location of two cemeteries 12 Figure 12: Google Earth image depicting the polygon for the Christiansted cemetery 12 Figure 13: Photograph of Soboetker Lane 13 Figure 14: Photograph of ruin along West Lane 14 Figure 15: Photograph of rubble masonry storm water Ghut 14 Figure 16: Photograph depicting the remains of historic wall, now painted blue 15 Figure 17: Photograph of the elevation remains of historic wall 15 Figure 18: Photograph of community well along West Lane 16 Figure 19: Segment of the USGS map for Christiansted depicting the Richmond-Princess duct bank alignments 17 Figure 20: View of the northern end of of Little Princess Plantation Road 17 Figure 21: Google Earth image of coastal road 18 Figure 22: Google Earth image of neighborhood road 18 Figure 23: Photograph of part of Road 751, view to the north 19 Figure 24: Google Earth image of readily visible structures for the Judith’s Fancy Plantation settlement 20 Figure 25: Photograph showing road cut along Hamilton Drive and historic ruins 21 Figure 26: Photograph of historic buildings closest to Hamilton Drive, windmill tower and chimney 21 Figure 27: Photograph of individual standing on top of rubble wall segment 22 Figure 28: Photograph of a building rubble scatter 22 Figure 29: Section of Figure 1 depicting the duct bank alignments for Morning Star 23 Figure 30: Photograph showing characteristic road cut in the Morning Star subdivision 23 Figure 31: Photograph of another road cut in the Morning Star subdivision 24 Figure 32: Photograph of road section on the northside of Morning Star Circle 24 Figure 33: Section of Figure 1 depicting the duct bank alignments for MonBijou-Glynn sub project 25 Figure 34: Photograph of adaptively reused Estate Concordia ruin along Windsor Road 26 Figure 35: Photograph of same ruin as above, and the Estate Concordia Chimney in the background 26 Figure 36: Photograph of Estate Concordia plantation building 27 Figure 37: Photograph from near the entrance to Rama Lane, view to the south 28 Figure 38: Photograph of characteristic street in the MonBijou subdivision 29 Figure 39: Google Earth image showing the recommended archaeological monitoring alignment for Estate Orange Grove 30 iii Figure 40: Google Earth image showing the recommended archaeological monitoring alignments for the Upper Salt River Archaeological District and vicinity 30 Figure 41: Google Earth image showing the recommended archaeological monitoring alignments for Contentment-Richmond 31 Figure 42: Google Earth image showing the recommended archaeological monitoring alignments for Richmond-Princess 32 Figure 43: Google Earth image showing the recommended archaeological monitoring alignments for MonBijou-Glynn 33 iv EXECUTIVE SUMMARY Cocosol International Inc., (CocoSol), performed a Phase I A&B Cultural Resources Survey (Survey) for the proposed Northside Highway Improvements Project. The Survey was performed on behalf of Stanley Consultants Inc., the prime contractor to the Government of the Virgin Islands: Department of Public Works (DPW) for project design. The project will include the trenching of approximately 53 miles of existing roadways to install duct banks, and improvements to three intersections. For management purposes the DPW divided the project into 5 sub-projects, identified as follows. • Northside Highway (the main artery) • Contentment – Richmond • Richmond – Princesse • Morning Star • MonBijou - Glynn The Northside Highway Improvements Project alignments will pass through parts of the Christiansted Historic District, commercial zones along Northside Highway, coastal neighborhoods, tourism destinations, rural areas, and planned subdivisions. Because of the earth change activities required to install the duct banks, the project is required to comply with Title 29, Chapter 17, Section 959, of the Virgin Islands Code. Additionally, because the project is wholly or partly funded by the federal government, the project is required to comply with Section 106 of the National Historic Preservation Act of 1966, as amended. The Survey included a review of the site data base maintained by the Department of Planning and Natural Resources: Virgin Islands State Historic Preservation Office (VISHPO) to identify cultural resources of record that may be adversely affected by the proposed undertaking. Additionally, pertinent literature and cartographic sources were consulted to assess the potential for the presence of constructed features that may also be affected. For strictly management purposes, we limited the Area of Potential Effects (APE) to 25 meters on each side of the road alignments. Project alignments within the rights of way that were not hard surfaced, cut from the side slopes of hills or otherwise obviously disturbed were shovel tested to assess the potential for the presence of subsurface archaeological contexts. No potential significant resources were identified by the shovel testing activities. With a few exceptions, the artifacts recovered from the shovel tests were modern and largely consisted of highly fragmented glass, plastic, nuts and bolts, barbed wire, and cloth. The exceptions consisted of isolated finds of hand built coarse earthenware, pearlware, whiteware and olive-green glass. The field survey and review of the site data base resulted in the identification of both precolonial and colonial cultural resources that are within the APE of the duct bank alignments. These include the ruins of domestic structures, plantation buildings, cemeteries, and precolonial sites of record. We recommend that archaeological monitoring be performed for the earth change activities required for those duct bank alignments. v Because of environmental considerations parts of the coastal areas of the Richmond-Princess sub project are considered to have the potential to contain archaeological contexts buried beneath the existing roadways. Archaeological monitoring of earth change activities for parts of the Richmond- Princess sub-project is recommended. The MonBijou-Glynn component contains precolonial resources of record in close proximity to the proposed duct bank alignments that are likely associated with tributary streams of Salt River which pass wholly or in part through the MonBijou- Glynn sub project. Archaeological monitoring is recommended for the entirety of the Mon-Bijou-Glynn subdivision and for two areas along Windsor Road where a precolonial site’s polygon borders the existing roadway and along the Estate Concordia plantation ruins. 1.0 INTRODUCTION Cocosol International Inc., (CocoSol), performed a Phase I A&B Cultural Resources Survey (Survey) for the proposed Northside Highway Improvements Project for St. Croix, USVI. The Survey was performed under a subcontract agreement with Stanley Consultants Inc., (Stanley), the prime contractor for project design for the Government of the Virgin Islands: Department Property and Procurement. The Northside Highway is a six-mile, major route that passes through the town of Christiansted on the island of St. Croix, extending from Estate Contentment to Queen Mary Highway at the La Reine Intersection. The Northside Highway (Route 75) duct bank alignment would serve as the main artery to supply energy to four neighborhoods. For management reasons, the project is divided into 5 smaller projects as enumerated below and shown in Figure 1 1. Northside Highway (the main artery) 2. Contentment – Richmond 3. Richmond – Princess 4. Morning Star 5. MonBijou - Glynn The proposed Northside Highway Improvements Project will include the installation of duct banks along approximately 53 miles of existing roads. The project will also include intersection improvements at three locations along Northside Highway. We understand that the design for the improvements is being prepared and we are unaware if said improvements will need to extend beyond the existing right of way. 1.1. Regulatory Framework Because of the earth change activities required to develop this project, primarily the trenching of existing roadways, the project is required to comply with Title 29, Chapter 17, Section 959, of the Virgin Islands Code, also known as the Virgin Islands Antiquities and Cultural Properties Act. Because the project is wholly or partly funded by the federal government, the project is required to comply with Section 106 of the National Historic Preservation Act of 1966, as amended. Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 2 Figure 1: Overview map of the proposed duct bank alignments Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 3 1.2. Environmental Setting The proposed duct banks will be installed along existing paved roads. The project begins at Triangle Basin in the urban setting of the town of Christiansted. With very minor exceptions, this section of Northside Highway is completely hard surfaced. The hard surfaced alignment continues to Route 751 where it begins to enter hilly terrain which required that roads be cut largely from side slopes. At the approximate intersection of Northside Highway and Salt River Road, the duct bank alignment will enter the Central Limestone Plain which is largely gently sloping to nearly level topography to the intersection of Northside Highway and Centerline Road where the main artery for the project ends. 1.3 Cultural Setting The following is a brief discussion of the general cultural setting to provide the reader with general information regarding the history and archaeology of the U.S. Virgin Islands. 1.3.1 Precolonial Cultural Contexts The U.S. Virgin Islands (USVI) contains a rich milieu of cultural resources that offer testimony to over three thousand years of human experience. These cultural resources range from habitation sites established during the Archaic Period at Krum Bay and the Magens Bay Arboretum Complex on St. Thomas approximately three thousand years ago, to the multiple village and farmstead sites on all the islands, to chiefly ceremonial centers such as the Salt River Site on St. Croix, which is the site of the first encounter between the Taino and Europeans. After the Archaic Period, the indigenous people of the Virgin Islands participated in a geographically vast network of social and economic relationships. Recent archaeological research indicates that the insular landscapes were dotted with small and large villages along the coastal section fringes of the islands as well as the uplands. Additionally, small settlements herein characterized as farmsteads are beginning to be discovered in the uplands. These small farmsteads in the uplands have mostly been unrecognized in the archaeological record; however, recent archaeological surveys for large development projects have resulted in the identification of such sites. The indigenous people of the Virgin Islands participated within a larger social, religious and economic network (s), as evidenced by shared stylistic attributes of ceramics from the Saladoid, Ostionan and Chican culture periods across a significant part of the Antilles. Shared cosmological ideas are also evidenced by the presence of cemis and other religious paraphernalia in the Virgin Islands and across large areas of the Caribbean Archipelago. Long distance trade is evidenced by the presence of jadeite artifacts manufactured from raw lithic sources found in Central America and chert from Puerto Rico and down island. A whole host of cultigens with origins in the continent became part of the quotidian diet; more exotic items such as guinea pig, an Andean domesticate, have been found in Puerto Rico and are likely be documented by future archaeological studies as also present in Virgin Island archaeological contexts. On November 14, 1493, Columbus’s expeditionary fleet anchored in Salt River Inlet and Columbus ordered his long boat to search for provisions and water. The Spanish Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 4 prevarication was met with a fierce barrage of arrows from the Taino, and what appears to have been a short skirmish ensued, resulting in casualties on both sides. The Spanish named the site Cabo de las Flechas (Cape of Arrows). 1.3.2 Colonial Period Following the brief European incursion on St. Croix in 1493, the islands came to be in the possession of several European nations including Spain, England, Malta, the Netherlands and France. The colonies that these nations attempted to establish largely failed. Not until Denmark’s Danish West Indies Company settled in St. Thomas in 1672 and on St. John in 1694, did these colonies become viable enterprises. The Danes purchased St. Croix from the French in 1733 and the island, with its larger size, gentler topography, fertile soils, and surface streams, became a dynamic sugar cane based enterprise that lasted for over a century. The Danes divided the islands into estates that were largely dedicated to agriculture. Although largely owned by Danes, British managers often administered the estates. The early plantations, particularly on St. Thomas and St. John were primarily dedicated to the production of cotton and indigo, but because of competition from the continent, particularly the southern U.S. states, these two agricultural pursuits were largely abandoned in favor of sugar cane. The economies of St. Croix and St. John were primarily based on sugar cane agriculture and the production of muscovado sugar and rum. In contrast, the economy of St. Thomas was primarily based on trade, although agricultural pursuits also formed an integral part of its economy. An unusually large number of colonial era plantation sites containing well preserved archaeological remains characterize the St. Croix where the remains of scores of plantations are also preserved on St. Croix. These plantation sites contain the domestic contexts of the planter elite, the spatially organized village structures of the enslaved work force, the iconic windmill towers, sugar factories and curing houses, as well as a host of other architectural features and their village cemeteries. The historic towns of Charlotte Amalie, Frederiksted and Christiansted, which are designated historic districts, retain a remarkable number of preserved buildings that date to the 18th and 19th Centuries. Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 5 2.0 SURVEY METHODS 2.1 RECORDS AND LITERATURE SEARCH The Virgin Islands State Historic Preservation Office provided site location data for the Northside Highway corridor and the areas to the north and south of the corridor. These data were used to determine whether cultural resources of record existed in or in proximity (50 meters +-) to the duct bank alignments. Published and unpublished literature was consulted to gain a general understanding of the archaeology and history of the locality and the region in general. 2.2. FIELD SURVEY CocoSol initially performed a vehicular and pedestrian reconnaissance of the approximately 53 miles of road alignments that will be affected by the project for the presence of artifacts or constructed features. We then proceeded to mark by measuring wheel the location of the tests at 30-meter intervals along the roads, followed by the excavation of shovel tests (where feasible). The shovel tests measured approximately 30 centimeters in diameter and were excavated to depths no longer considered to have the potential for containing non-random artifact bearing matrices. The excavated soil was screened through ¼ inch hardware cloth to aid in artifact recovery. Figure 2: Photograph of the shovel testing activities along Northside Highway Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 6 Figure 3: Photograph of example shovel test Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 7 3.0. FINDINGS No potentially significant archaeological contexts were found in the shovel tests performed for this Survey. The artifacts contained in the shovel tests invariably consisted of highly fragmented modern bottle glass fragments, an occasional brick fragment, metal artifacts such as bolts, plastic, cloth, and barbed wire, all in the disturbed contexts of road shoulders and swales. Two isolated finds of hand built coarse earthenware in the coastal sections of the Richmond-Princess sub project were recovered from shovel tests along with modern materials. Isolated finds of colonial ceramics (n5) and olive-green glass (n3) were recovered from shovel tests in the Richmond-Princess and Northside Highway sub projects. The Survey did identify potentially significant resources in close proximity or adjacent to proposed project roadways where there exists the potential for the presence of cultural resources below the road. The records search also resulted in the identification of archaeological sites of record with limited definition of their horizontal extent that may possibly extend beneath the roadway, if preserved or disturbed. Discussion regarding the findings of the Survey performed for the Northside Improvements Project are presented below by each of the project’s five components. 3.1 Northside Road The main artery for the project begins at Triangle Basin (Figure 1) which has been heavily impacted by the construction of the Christiansted Bypass Road. The proposed duct bank alignment enters the Contentment-Richmond sub-project at Contentment Road which is discussed in the following section. Approximately 40 meters to the west of the fenced Contentment ruins is part of a rubble masonry wall (Figure 6) that appears to continue behind a modern concrete retaining wall. It remains undetermined whether this feature was associated with the Contentment settlement. The rubble masonry wall will not be affected by the proposed project as it is outside the proposed duct bank alignment, but any excavations necessary in the general area of the ruins and this feature is considered to have the potential for containing constructed features below the existing roadway. Figure 4: Photograph of the Triangle Basin Area, view to south Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 8 Figure 5: Photograph of a rubble masonry wall and concrete retaining wall. At the intersection of Contentment Road and Northside Highway the duct bank alignment continues to the west for approximately 6 miles to its end at Centerline Road. Just east of the intersection of Northside Highway and Highway 70 are the remains of entrance monuments, walls, and possible building foundations in close proximity to the pavement, the building foundations are in fact almost adjacent to the pavement (Figures 6 and 7). Figure 6: Photograph of entrance ruins to No. 1 Estate Orange Grove Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 9 Figure 7: Photograph of probable building foundations at No. 1. Estate Orange Grove. From the intersection of Northside Highway and Highway 70 to Highway 751, the duct bank alignment passes through developed commercial areas, this entire right of way is hard surfaced by the road and sidewalks. Where unsurfaced gaps were noted, these were shovel tested and/or visually surveyed for cultural materials. From Highway 751 to Salt River Road the road of project alignment is contained on cut slopes. Areas along this alignment with more level ground were selectively tested, otherwise this section of the project alignment was visually surveyed for artifacts contained in exposed ground surface contexts. From Salt River Road to the intersection of La Reine and Centerline Road, Northside Road enters gently sloping terrain. The shovel testing performed for this section of the project resulted in the recovery of isolated finds of colonial ceramics and glass, and as ordinary, the contents of the shovel tests included significant amounts of small fragments of modern glass, plastic, and other modern materials. From the intersection of Salt River Road for approximately 2 kilometers to the southwest, there are multiple archaeological sites of record in close proximity to the roadway including the Upper Salt River Archaeological District which envelops part of Northside Road. Approximately 20 meters east of the intersection of Northside and Midland Road on the east side of oad are the remains of a watch house in poor state of preservation (Figure 8). This structure is behind a fence. Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 10 Figure 8: Photograph of watch house near the intersection of Northside and Midland Roads 3.2. Contentment – Richmond Alignments This section of the project (Figures 9 and 10) begins at Triangle Basin and enters Contentment Road proceeds to its intersection with King Street where it continues for approximately 250 meters to the east. At Peter’s Farm Road the duct bank alignment turns and continues to the end of Peter’s Farm Road. We note that the Christiansted Archaeological District boundary starts at Peter’s Farm Road. Figure 9: Section of Figure 1 depicting the Contentment-Richmond project component, lined in black Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 11 The entire length of the Contentment Road contains the remains of multiple structure in ruins, some of which have been adaptively reused can be observed along the length of Contentment Road. Two roads to the west and parallel to Contentment Road along the edges of Estates Orange Grove and Harmon Hill were cut from slopes and the roads basically extend to the edge of houses and/or house yards, no shovel testing was performed on these two streets, but exposed ground surfaces were visually surveyed for surface materials. Figure 10: Google Earth image of the general Contentment-Richmond vicinity From the Contentment Road and King Street intersection, the project alignment continues along King Street towards Christiansted for approximately 250 meters. A cemetery is depicted on the 1958 USGS map for Christiansted just east of the Contentment Road and King Street intersection on the grounds of the Friedensthal Mission (Figure 11). At Peter’s Farm Road/Peter’s Farm Hospital Street the project alignment enters the Christiansted Historic District. The walls of the Christiansted cemetery parallel Peter’s Farm Road (Figure 12). The duct bank alignment along King Street continues for approximately past Peter’s Farm Road, and well into the Christiansted Historic District. Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 12 Figure 11: Segment of the USGS Christiansted quadrangle depicting the location of the two cemeteries Figure 12: Google Earth image depicting the approximate polygon for the Christiansted cemetery From the Contentment Road and King Streets intersection, the duct bank alignment continues north along Soboetker Lane, Soboetker Lane is a road that was cut from slopes and extends to a residential community, tests along the fence line indicate that no topsoil is preserved and was very compacted (Figure 13). Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 13 Figure 13: Photograph of Soboetker Lane depicting the cut slopes on its west side and the narrow grassy area on its east side that has been stripped of topsoil and compacted Continuing to the north-northeast from Soebetker Lane the duct bank alignment enters West Street and North Lane and continues to the Seaplane Terminal. These two streets have multiple ruins along both sides of the roads on the east side are what appear to have been domestic structures, on the west side is a rubble masonry Ghut that drains into the ocean, the remains of a large historic structure are contained within the public housing complex. A community well remains preserved along this alignment, Figures 14 to 18 depict these features. This section of the project is contained within the Christiansted Historic District. Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 14 Figure 14: Photograph of rubble masonry ruin along West Lane. Figure 15: Photograph of rubble masonry storm water Ghut Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 15 Figure 16: Photograph depicting the remains of a historic wall now painted blue Figure 17: Photograph of the elevation remains of the historic wall Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 16 Figure 18: Photograph of community well along West Lane To the west of the area described above, the project alignment enters via West Street on the north where an existing electric feeder, new alignments are proposed for four streets lined with residential structures to the south of the existing electric feeder. The project alignment turns from this area to the south and connects back to Northside Road through a residential street. Shovel testing in this area, where feasible, indicated that the narrow road’s compacted shoulders extend to the property lines of the lots. 3.3 Richmond – Princess To the west of the Richmond Power Plant, the project alignments enter neighborhoods, hotel and condominium facilities, residential streets, and the Judith’s Fancy subdivision on the north side of Northside Highway (Figure 19). Two duct bank alignments are proposed for the southside of Northside Highway. The shovel testing performed for Richmond-Princess project alignments resulted in the recovery of two sherds of undecorated hand-built coarse earthenware and a small fragment of olive-green glass fragment. Except for parts of the Princess Plantation Road, the Judith’s Fancy subdivision and a small road to the St. Croix Condominiums which are at higher elevations, nearly all the Richmond- Princess duct banks are on low lying coastal flats (Figures 20 to 23). Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 17 Figure 19. Segment of map shown in Figure 1 depicting the duct bank alignments for the Richmond-Princess sub project. Figure 20: View of the north end of Little Princess Road section Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 18 Figure 21: Google Earth image of coastal road view to the west from near entrance to the Palms Figure 22: Google Earth image depicting neighborhood road Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 19 Figure 23: Photograph of part of Road 751, view to the north. The Judith’s Fancy subdivision duct alignments that would pass in the south and southeastern parts of the subdivision which are extensively landscaped. After grubinng and grading, the road beds appear to have been built up with introduced materials and swales excavated. Shovel testing in the gently sloping terrain did not produce any precolonial or colonial artifacts.. In the north and west parts of the subdivission the duct banks would enter into hilly terrain, the roads in these areas have been cut into the sideslopes of the hills. There are two sites of record at Judith’s Fancy, in the northwest is the site of Cabo de Las Flechas which is mentioned in Section 1.3.1 of this report. This site is contained within property of the U.S. Government and is a considerable distance from the duct bank alignments proposed for this subdivision. The Judith’s Fancy Plantation settlement is located in the central part of the subdivision and is bracketed by Hamilton Drive on the west, Caribe Road on the north, Jefferson Way on the east and houses on the south. The proposed duct banks would pass along Jefferson Way and Hamilton Drive , the latter is the closest to some of the plantation’s ruins (Figures 24 to 26). On Caribe Road, we noted the presence of scatters of building rubble (Figures 27 and 28) to the north of the Caribe Road swale, indicating that road construction likely impacted constructed features. Also, at the intersection of Caribe Road and Jefferson Way and for approximately 50 meters to the south-southeast along Jefferson Way are landscaped features for residences that include what appear to be building Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 20 materials that may have been robbed from the plantation settlement to the west or the plantation settlement may have extended further to east and were closer to the now existing Jefferson Way road. Both the Cabo de las Flechas and the Judith’s Fancy plantation sites are listed in the National Register of Historic Places. Figure 24: Google Earth image of readily visible structures for the Judith's Fancy Plantation settlement Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 21 Figure 25: Photograph showing road cut along Hamilton Drive and historic building ruins on the center right of the photograph. Figure 26: Photograph of ruins closest to Hamilton Drive, and chimney and windmill tower in background, view to the east. Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 22 Figure 27: Photograph of individual standing on top of a disarticulated rubble wall. Figure 28: Photograph of a scatter of building rubble in swale Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 23 3.4 Morning-Glynn Star Duct Bank The Morning Star – Glynn Duct Bank is 15,549 feet in length and largely concentrated in the Morning Star subdivision, and four shorter duct banks perpendicular to Northside Highway (Figure 29). The Morning Star subdivision roads have been largely cut from slopes (Figures 30 to 32) and the roads practically end at property lines. Figure 29: Segment of map shown in Figure 1 showing the duct bank alignments for the Morning Star-Glynn project component, lined in purple. Figure 30: Photograph showing a characteristic road cut in the Morning Star subdivision Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 24 Figure 31: Photograph of another road cut in the Morning Star subdivision Figure 32: Photograph of section of the north side of Morning Star Circle Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 25 3.5. MonBijou-Glyn Duct Bank This duct bank is 47,916 feet long, it begins at the intersection of Northside Road and Windsor Road and continues west to MonBijou Road where it turns south and ends at Midland Road. As can be seen in Figure 34, the project’ duct bank alignments enter the MonBijou – Glynn communities in multiple places. Figure 33: Section of the Figure 1 map depicting the MonBijou-Glynn project component, lined in red. Approximately 350 meters west of the intersection of Northside and Windsor Roads are ruins associated with the Estate Concordia plantation settlement in close proximity to the edge of Windsor Road. (Figures 34 to 36) Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 26 Figure 34: Photograph of adaptively reused Estate Concordia ruin along Windsor Road. Figure 35: Photograph of same ruin as above, and the Estate Concordia chimney in the background. Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 27 Figure 36: Photograph of an Estate Concordia plantation building, as seen from Windsor Road. Approximately 500 meters to the he east of the intersection of Windsor Road and Mon Bijou Roads is a large precolonial site that is reportedly partly destroyed, the site’s polygon runs along the north edge of Windsor Road. No precolonial artifacts were recovered in the shovel tests performed along the approximate south edges of the site’s polygon. Three other archaeological sites are recorded within the MonBijou- Glynn sub project. At the intersection of Rama and South Lanes of the subdivision is the Old Friedensfeld Midlands Cemetery, the concentration of grave monuments is approximately 50 meters from the proposed duct bank for Rama Lane. The subdivision’s roads have been both cut from side slopes or graded on relatively gently sloping terrain, for the most part, the compacted road shoulders extend to the property lines (Figures 37 and 38). Three tributary streams pass in whole or in part through the MonBijou-Glynn subdivisions, what appears to be the higher order stream passes on an east to west axis through the central parts of the subdivisions. The other two streams partially pass in the northeast corner and southwest of the subdivisions. Recent analyses of precolonial settlement patterns for St. Croix by Meredith Hardy (2009) indicate that such environmental settings were attractive settlement locations to the precolonial inhabitants of St. Croix. We note that archaeological sites of record exist in close proximity to the proposed duct bank alignments for the MonBijou- Glynn sub-project. Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 28 Figure 37: Photograph from near the entrance on Rama Lane, view to the south. Figure 38: Photograph of a characteristic street at the MonBijou subdivision. Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 29 4.0. CONCLUSIONS AND RECOMMENDATIONS Our concluding remarks and recommendations are provided below. 4.1. Conclusions The Phase I A&B Cultural Resources Survey performed for the proposed Northside Highway Improvements Project resulted in the identification of several proposed duct bank alignments considered to have the potential for containing cultural resources beneath the existing roadways. The shovel testing performed within the rights of way (where feasible) only yielded a small number of isolated finds consisting of precolonial (n2) and colonial ceramics (n5) and vast quantities of modern trash. As discussed in Section 3 and 4.2 below, the Survey did identify several duct bank alignments that contain historic constructed features adjacent to or in close proximity to roadways. The records review resulted in the identification of an approximately 2-kilometer stretch of the Northside Highway where cultural resources of record exist. Part of this stretch also contains the Upper Salt River Archaeological District, which partially envelops this same stretch of Northside Highway. Parts of the coastal sections of the project are also considered to have the potential to contain archaeological contexts preserved and/or disturbed beneath the roadways, as these areas are considered to have been important sources for subsistence resources from the sea and mangrove environments. 4.2. Recommendations CocoSol recommends to the Department of Planning and Natural Resources: Virgin Islands State Historic Preservation Office that it issue a conditioned finding of no objection for the proposed Northside Highway Improvements Project. The condition being that archaeological monitoring be performed during the earth change activities required to install the duct banks at the following sub projects. 4.2.1. Northside Highway (main artery) We recommend archaeological monitoring for two areas along the Northside Highway, one is the road fronting Orange Grove 1, historic ruins are in close proximity to the roadway including what appears to be the remains of building foundations adjacent to the pavement (Figure 39). Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 30 Figure 39: Google Earth image showing the recommended archaeological monitoring alignment for Estate Orange Grove, lined in red. At the approximate intersection of Salt River Road and Northside Highway and for approximately 2 kilometers to the southwest (Figure 40) the duct bank alignments would pass in close proximity through a cluster of colonial and precolonial sites, including within the boundaries of the Upper Salt River Archaeological District. Figure 40: Google Earth image showing the duct bank alignment sections recommended for the Upper Salt River Archaeological District and duct bank alignments for the Morning Star-Glynn sub-project, lined in red Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 31 4.2.2 Contentment – Richmond We recommend archaeological Monitoring for the following duct bank alignments for the Contentment- Richmond sub-project. The alignments are shown in Figure 41. • Contentment Road • King Street • Peters Rest Road • West Lane • Neighborhood These alignments will pass through town streets that are considered to have a high potential for containing archaeological contexts, though not all with good contextual integrity. Past monitoring activities within the town have also resulted in the identification of precolonial cultural resources, Figure 41: Google Earth image depicting the Contentment - Richmond recommended for archaeological monitoring, lined in red. 4.2.3. Richmond - Princess The Richmond – Princess duct bank alignments primarily pass through low-lying coastal lands, except for sections of the Princess Plantation Road, parts of Judith’s Fancy and a small road that leads to the St. Croix Condominiums. As previously noted, two hand built coarse earthenware sherds were recovered from shovel tests along the northernmost coastal road. The environmental setting for the coastal duct banks pass through the intersection of beach and coastal plain lands providing an ecotonal setting where ocean and Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 32 mangrove environments provided subsistence resources for precolonial inhabitants. As such, temporary settlements, and resource processing activity loci for fish, conch, crabs etc., have the potential to remain preserved or disturbed beneath existing roadways. In the case of the Judith’s Fancy subdivision, we recommend that parts of Hamilton Drive and Jefferson Way that parallel the plantation’s ruins complex be monitored by an archaeologist during earth change activities. Figure 42 depicts the alignments where monitoring is recommended, lined in red. Figure 42: Google Earth image depicting the duct bank alignments recommended for archaeological monitoring for the Richmond-Princess sub project, lined in red. 4.2.4 Morning Star – Glynn No archaeological monitoring is considered warranted for this subproject except for four branch duct banks off Northside Highway which are partially contained within the Upper Salt River Archaeological District (Figure 40). 4.2.5 MonBijou - Glynn As proposed, the MonBijou – Glynn duct bank alignments will pass adjacent to or near archaeological sites of record and a cemetery. Additionally, tributary streams to Salt River pass through the subdivision proper and are considered to have likely been attractive settlement locations to precolonial inhabitants. We recommend archaeological monitoring for the entirety of the subdivision. We also recommend archaeological monitoring be performed for an archaeological site along the edge of Windsor Road, and the Estate Concordia section along Windsor Road alignment be monitored by an archaeologist during earth change activities, Figure 43 depicts the locations of these two areas. Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 33 Figure 43: Google Earth image depicting the archaeological monitoring polygon (lined in white) and the monitoring sections along Windsor Road, lined in red. Phase I A&B Cultural Resources Survey for the Northside Project Improvements July 20, 2022 Cocosol International Inc., Project No.211220 34 REFERENCES 2009 Hardy, Meredith The St. Croix Archaeological Project and the Vescellius Collection: A Reexamination. Bulletin of the Peabody Museum of Natural History. 1958 United States Geological Survey Topographic map of Christiansted, VI. 2022 Virgin Islands Historic Preservation Office Archaeological Site Data Files for St. Croix, USVI. Addendum A to Phase I (A&B) Cultural Resources Survey Proposed Northside Improvements Project Cocosol International Inc. Project 200817 August 26, 2022 1 ADDENDUM A TO PHASE I (A&B) CULTURAL RESOURCES SURVEY FOR THE PROPOSED NORTHSIDE IMPROVEMENTS PROJECT ST. CROIX U.S. VIRGIN ISLANDS Report dated July 22, 2022 Prepared for: Stanley Consulting Inc. 225 Iowa Avenue Muscatine, IA 52761 Prepared by: CocoSol International Inc. 777 Brickell Ave No. 500-97996 Miami, Florida 33131 August 26, 2022 Addendum A Phase I(A&B) Cultural Resources Survey Proposed Northside Improvements Project Cocosol International Inc. Project 200817 August 26, 2022 1 ADDENDUM A Addendum A to the July 22, 2022 report referenced above includes a response to comments made by the Virgin Islands State Historic Preservation Office (VISHPO) on August 6, 2022, and is attached to this document as Attachment A. Attachment B provides the proposed alignments along existing rights of way for the Northside Improvements Project. General Comments 1. The VISHPO attributes the report to Soltec when in fact, the consultant is Cocosol International Inc. 2. The VISHPO interchangeably uses Northside and Northshore Road; the main artery for the project is Northside Road. 3. Based on our experience with numerous other archaeological monitoring projects for buried infrastructure in the USVI, we understand that earth change activities are ordinarily limited to the right of way with duct bank trenches of approximately 50 centimeters in width by varying depths, and larger excavations such as manholes are also ordinarily contained within the existing rights of way. 4. As noted in our executive summary (iv) the Area of Potential Effects (APE) for this project was defined as 25 meters on each side of the existing right of way. Additionally, as noted in Section 2.1 of our report, our search of the archaeological site data base provided by the VISHPO considered presence or absence of significant cultural resources within 50 meters of the proposed duct bank alignments. 5. The report addendum was formatted to address the VISHPO’s comments and following our discussions with Mr. David Brewer of the VISHPO on August 10, 2022, to provide modifications to the report through the text and figures of this addendum where required. It was agreed that future changes/modifications to the project such as the intersection improvements currently under design would be best managed through respective addenda. Specific Response to VISHPO Comments Richmond – Princess Duct Bank Alignments • The former Richmond Prison is located approximately 150 meters from the closest proposed duct bank alignment and well outside of the APE. Figure 1 does show an alignment closer to the prison, but we note that this is an existing electrical feeder (Figure 1 and Attachment B). Addendum A to Phase I (A&B) Cultural Resources Survey Proposed Northside Improvements Project Cocosol International Inc. Project 200817 August 26, 2022 2 Figure 1: Google Earth image of the eastern parts of the Richmond – Princess sub-project depicting the location of the prison (lower right-hand corner) • We concur with the VISHPO’s observation that the Estate Richmond Plantation village shown on the 1779 Oxholm map along Northside Road appears to have been destroyed by modern development. We do note that the 1799 Oxholm map places the Richmond plantation settlement more distant from Northside Road. • La Grande Princess plantation village is shown on the Oxholm map of 1779 adjacent to Northside Road. The 1799 Oxholm map places the plantation settlement approximately 200 meters further to the north. The duct bank alignment along Road 752 passes near plantation buildings, and our report recommended archaeological monitoring for this duct bank alignment section, though the name of the plantation was inadvertently not mentioned in the text of the report. As recommended by the VISHPO, the monitoring alignment proposed in our report is extended to Northside Road and for approximately 100 meters to the west to cover the village’s road front. • The Leper Asylum site at the approximate northwest boundary of the Richmond WAPA plant is located approximately 200 meters from the nearest duct bank alignment and well outside of the APE. • With regards to the Judith’s Fancy plantation settlement, our report does recommend archaeological monitoring of earth change activities along Hamilton and Jefferson Roads. Please note that no earth change activities are proposed on Caribe Road. Addendum A to Phase I (A&B) Cultural Resources Survey Proposed Northside Improvements Project Cocosol International Inc. Project 200817 August 26, 2022 3 Figure 2: Google Earth image depicting the proposed archaeological monitoring alignments (in red) for the Richmond-Princess sub-project. Morning Star - Glynn and Mon Bijou Duct Bank Alignments The Morning Star – Glynn general project area contains three historic plantation settlements on Estates Concordia, Morning Star and Windsor. Parts of the Concordia ruins are located immediately adjacent to the south edge of Windsor Road, our report (pp.32) recommends archaeological monitoring along those parts of the earth change activities that pass adjacent and near the Estate Concordia plantation settlement, the extent of the archaeological monitoring alignment for Concordia is shown in Figure 43 of our report. Estate Windsor was not considered in our report because the plantation settlement is located approximately 300 meters distance from the proposed duct bank alignment on Windsor Road. Following the VISHPO’s recommendation, we have extended the archaeological monitoring along Windsor Road to include the Estate Windsor plantation settlement road frontage. The Estate Morning Star plantation settlement was also not considered in our report because of its distance from the APE, approximately 60 meters to the plantation settlement and 90 meters to the windmill. Following the VISHPO’s recommendation, we have extended the archaeological monitoring recommendation along Windsor and Northside Roads to include the Estate Morning Star plantation settlement road frontage (Figure 3). With regards to Mon Bijou, we note that the duct bank alignment does not extend west of the alignment shown on pages 2, 25 and 33 of the report and Attachment B to this document. Following further assessment of the Mon Bijou sub project we have reduced the number of alignments recommended for archaeological Addendum A to Phase I (A&B) Cultural Resources Survey Proposed Northside Improvements Project Cocosol International Inc. Project 200817 August 26, 2022 4 monitoring. The revised recommendations now bracket the lands above the tributary stream to Salt River that crosses through parts of the existing subdivision (Figure 3). These lands are considered to potentially contain precolonial settlements. Figure 3: Google Earth image of the Morning Star- Glynn and Mon Bijou sub projects depicting the sections of the duct bank alignments (lined in red) recommended be monitored Summary Based on the comments provided by the VISHPO (Attachment A) we have modified the recommendations for archaeological monitoring for the Richmond- Princess to extend monitoring for the La Grande Princess onto Northside Road. With regards to the Prison and Leprosarium, we note that no duct banks are designed within 150 and 200 meters (respectively) of these two sites and no archaeological monitoring is necessary. We also note that no duct banks are proposed on Caribe Road, the reported location of the Judith’s Fancy village. We note that Hamilton and Jefferson Roads that border the Judith’s Fancy plantation settlement are recommended for archaeological monitoring. Figure 2 of this document shows red lines/paths for the duct bank alignments that we have recommended for monitoring during earth change activities. Following the VISHPO’s recommendations, we have extended the archaeological monitoring segment originally proposed for the Estate Concordia plantation settlement to include the road frontage for Estate Addendum A to Phase I (A&B) Cultural Resources Survey Proposed Northside Improvements Project Cocosol International Inc. Project 200817 August 26, 2022 5 Windsor. The monitoring alignment for Windsor Road has been extended to its intersection with Northside Road to cover the western boundaries of Estate Morning Star. Additionally, the originally proposed monitoring segment for the Morning Star-Glynn along Northside Road is now extended to the east to cover the southern road frontage to the Morning Star plantation settlement. The red lines/paths shown on Figure 3 of this document show the duct bank alignments where we recommend archaeological monitoring during earth change activities. With regards to the comment regarding the Mon Bijou duct bank alignments, we note the existing design does not include areas to the west of the Mon Bijou road. Upon further review of our original recommended archaeological monitoring alignment for the Mon Bijou sub project we have reduced the recommended monitoring segments to now only bracket the tributary stream to Salt River that passes through the subdivision to cover the banks and lands to the north and south of the stream. The monitoring segments to cover the sites of record and the cemetery have been adjusted to only the duct bank alignments closest to each site. The duct bank alignments that are recommended for monitoring during earth change activities are shown as red lines/paths on Figure 4 of this addendum. Addendum A Phase I(A&B) Cultural Resources Survey Proposed Northside Improvements Project Cocosol International Inc. Project 200817 August 26, 2022 6 ATTACHMENT A VIHPO Comments Comments and Recommendations for SOLTEC’s “PHASE 1 (A&B) Cultural Resources Survey for the Proposed Northside Improvements Project, St. Croix, U. S. Virgin Islands, July 22, 2022”, submitted to VI SHPO Prepared by George F. Tyson, Historian, August 6, 2022 These comments extend only to the historic sites within the Project Area. I did not consider prehistoric sites. This survey missed several documented historic sites that are identified below. Its basic deficiency is that it relied solely on the 1958 USGS map for its information about the historic resources that might be impacted by the proposed undertaking. Consequently, the study failed to locate/identify several important sites shown by several other readily available and essential earlier maps that should also have been consulted, specifically: 1) Oxholm’s 1779 map of Christiansted environs; 2) Oxholm’s map of St. Croix 1794 (both of which are available at the Danish National Archives West Indian Website) and 3) the USCGS St. Croix map of 1923, which is also online. I did consult those maps and found the following historic sites that the SOLTEC Survey failed to identify and address. 1. Within the Richmond-Princess segment: *Richmond Prison, as shown by the US Survey maps of 1923 and 1958; *Estate Richmond plantation village along Northshore Road, as shown on the Oxholm map of 1779; *Estate La Grande Princesse plantation village bordering the Northshore Road, as shown by the Oxholm map of 1779; *Leper Asylum bordering the WAPA plant on the northwest, shown by US Survey maps of 1923 & 1958. 2. Within the Morning Star-Glynn segment *Estate Morning Star plantation village along Northside Road, as shown by the US Survey maps of 1923 and 1958; *Estate Concordia plantation village on the northside of the “Windsor Road”, as shown by the 1923 and 1958 Survey maps and the Oxholm map of 1794; *Estate Windsor plantation village along “Windsor Road”, as shown by the above set of maps; *Possibly the entire Estate Mon Bijou settlement site, as shown by the above references. Note the Study presents two different representations of the Mon Bijou component – one on pages 2 & 25, the other on page 33. Accordingly, my recommendations are that the study be revised to: 1) include all the above referenced historic sites: 2) recommend archaeological monitoring at: a) all the above locations, with the possible exception of the Richmond village, which may have been destroyed by modern development. Addendum A to Phase I (A&B) Cultural Resources Survey Proposed Northside Improvements Project Cocosol International Inc. Project 200817 August 26, 2022 7 b) along Caribe Road in Judith’s Fancy – because that was the location of the plantation village, as shown on Oxholm’s Christiansted environs map of 1779. c) Mon Bijou, if the project extends west of the Mon Bijou road as shown on page 33 of the SOLTEC Survey. Addendum A Phase I(A&B) Cultural Resources Survey Proposed Northside Improvements Project Cocosol International Inc. Project 200817 August 26, 2022 8 ATTACHMENT B Figure 4: Overview Map for the Northside Improvements Project ATTACHMENT B VISHPO CLEARANCE LETTER GOVERNMENT OF THE UNITED STATES VIRGIN ISLANDS --------0-------- DEPARTMENT OF PLANNING AND NATURAL RESOURCES Virgin Islands State Historic Preservation Office Fort Frederik National Historic Landmark Site Strand Street 198 Frederiksted, Virgin Islands 00840 Telephone: (340) 719-7089 Ms. Amy Dempsey, President September 23, 2022 Bioimpact Inc. Mr. Carlos Solís, President CocoSol International Inc. Re: VISHPO Review of the Cultural Resource Survey Consultations for the Northside Road Improvement Project in St. Croix, Virgin Islands Dear Ms. Dempsey and Mr. Solís: This letter is to confirm that the Virgin Islands State Historic Preservation Office (VISHPO) is in agreement with the archaeological monitoring mitigation procedures for the protection and preservation of historic and archaeological resources that may be identified within the limits of the Northside Road Improvement Project in St. Croix, Virgin Islands as outlined in the Phase I A and B Archaeological Survey report dated July 22, 2022, and the Addendum A report dated August 26, 2022 by the Archaeological consultant, CocoSol International Inc. Therefore, with the noted archaeological monitoring taking place in those agreed to locations along the Northside Road Improvement Project route (Richmond to La Grande Princess, Hamilton Road and Jefferson Roads, Estate Concordia Plantation Settlement, Estate Windsor to the western boundary of Estate Morning Star, Estate Morning Star to Estate Glynn and the Mon Bijou Sub Project) the VISHPO has No Objections to the proposed development. Thank you for the opportunity to review this project. Sincerely, Sean L. Krigger Director and Deputy SHPO Cc: Marlon Hibbert, Director, Division of Coastal Zone Management ATTACHMENT C PROJECT PLANS PLANS FOR PROPOSED PROJECT MANAGER ROADWAY LEAD PLANS PREPARED BY CONTRACT P149DPWT21 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS FOR 9,217 10,713 50% 7% VARIES; REFER TO TYPICAL SECTIONS 8% DESIGN DESIGNATIONS: ADT (2022) ----------- ADT (2046) ----------- D -------------------- T -------------------- V -------------------- e(max) --------------- TYPE OF CONSTRUCTION: Pavement Rehabilitation, Drainage Improvements, Electrical Improvements, and Safety Improvements. SPECIFICATIONS: "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14, U.S. CUSTOMARY UNITS" ST.CROIX U.S. VIRGIN ISLAND LENGTH : 6.6 miles 30% SUBMITTAL JULY 2022 U.S. CUSTOMARY DIMENSIONS: Slopes are expressed as RISE:RUN RECOMMENDED: FEDERAL-AID HIGHWAY PROGRAM MANAGER DATE: REG STATE CONTRACT SHEET NO. SE VI P149DPWT21 A00 M. PENN R. OLIVIER COMMISSIONER-DEPARTMENT OF PUBLIC WORKS NORTHSIDE HIGHWAY (ROUTE 75) ROADWAY IMPROVEMENTS ELECTRICAL LEAD G. WILSON ENGINEER OF RECORD PK 1 RDWY R. OLIVIER ENGINEER OF RECORD PK 1 ELEC AND PK 2 ELEC B. SCHOER AND VIRGIN ISLANDS WATER AND POWER AUTHORITY REG STATE SHEET NO. SE VI A01 CONTRACT P149DPWT21 PLANS FOR PROPOSED PACKAGE I ROADWAY IMPROVEMENTS CONTRACT P149DPWT21 B MW C STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: ---- (11"x17") LEGEND AND ABBREVIATIONS 3 4 5.5 6 E A03 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: NO SCALE (11"x17") GENERAL NOTES 4 4 A04 N E S W 1. ALL DISTANCES ARE EXPRESSED IN US SURVEY FEET, UNLESS OTHERWISE NOTED. 2. FIELDWORK PERFORMED FROM NOVEMBER 16, 2021 THRU FEBRUARY 1, 2022. 3. PLEASE REFER TO SURVEY JEB-3646. 4. HORIZONTAL CONTROL IS REFERRED TO NAD 83 (2011) SPC ZONE PR/US VIRGIN ISLANDS. 5. VERTICAL DATUM IS REFERRED TO VIVD09. 6. THE INFORMATION OF THIS MAP REPRESENTS THE RESULT OF THE SURVEY MADE IN THE DATE INDICATED AND CAN BE ONLY CONSIDERED AS AN INDICATION OF THE GENERAL CONDITIONS EXISTING AT THAT TIME. 7. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND MEASUREMENTS AND ADVISE ARCHITECT OR OWNER OF ANY DIFFEENCES. 8. UNDERGROUND UTILITIES WERE LOCATED TO A QUALITY LEVEL C OF SPECIFICATION ASCE 3802. THIS DRAWING NEITHER DEPICTS NOR INTEND TO DEPICT ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO ANY WORK. EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY AND UTILITY LOCATION SURVEY FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT [RFP-022-C-2020(P)] ST. CROIX, US VIRGIN ISLANDS GENERAL NOTES: TITLE SHEET VF-1 DWG. NO. INDEX : DESCRIPTION ABBREVIATIONS : C.B. S.M.H. S.T.M.H. CONC. C.S. E.D. F.F.E. CATCH BASIN SANITARY SEWER MANHOLE STORM SEWER MANHOLE CONCRETE CONCRETE SLAB ESTIMATED DEPTH FINISH FLOOR ELEVATION N/A NO ACCESS T.W.E. TOP OF WALL ELEVATION I.E. INVERT ELEVATION T.E. TOP ELEVATION Ø PIPE DIAMETER HW HEADWALL C.I. CURB INLET EMH ELECTRIC MANHOLE UNK UNKNOWN NOT TO SCALE AERIAL IMAGERY RCP REINFORCE CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE U/G UNDERGROUND TOC TOP OF CASING GE GROUND ELEVATION TYP TYPICAL GENERAL SITE PLAN VF-2 LEGEND: WOODEN POWER/ TELEPHONE POLE KM ID TWO SIDE LIGHT POLE STREET LIGHT BOX CONCRETE LIGHT POLE STREET LIGHT POLE UTILITY POLE PROPERTY POINT WATER MANHOLE HEAD WALL WATER METER CONTROL STATION ELECTRIC UTILITY TELEPHONE MANHOLE STORM SEWER CATCH BASINS SANITARY SEWER TELEPHONE POLE CONCRETE POWER POLE WOODEN POWER POLE WOODEN LIGHT POLE CONCRETE LIGHT POLE WATER VALVE FIRE HYDRANT CURB INLET SANITARY CLEAN OUT PALM TREE EXISTING TREE CABLE TV POLE GUY CABLE HANDICAP RAMP SIGN GUY POLE MANHOLE MANHOLE MANHOLE NOT IN USE POLE EXISTING STRUCTURES SPOT ELEVATIONS EVERY 1 FOOT CONTOUR INTERVAL 60.00 POWER LINE UNDERGROUND CHAIN LINK FENCE WATER LINE TELEPHONE LINE POWER LINE SANITARY SEWER LINE CONCRETE GUTTER U/E E TEL W SAN EVERY 5 FEET CONTOUR INTERVAL METAL POWER POLE CONCRETE POWER & TELEPHONE POLE GREEN AREA E C SANITARY SEWER VALVE VALVE IRRIGATION CONTROL VALVE COMMUNICATION BOX ELECTRIC BOX BARBED WIRE FENCE 10 NUMBER OF PARKING SPACES CONCRETE SLAB PAVEMENT MARKING UNDERGROUND TELEPHONE LINE U/T STORM SEWER LINE STM GREASE TRAP MANHOLE GAS CAP FIRE WATER NOZZLE POST INDICATOR VALVE EXISTING CONDITIONS, TOPOGRAPHIC SURVEY AND UTILITY LOCATIONS VF-3 @ VF-70 L.W.E. LOW WIRE ELEVATION R/W RIGHT OF WAY X X SURVEY AREA EXISTING CONDITIONS, TOPOGRAPHIC SURVEY AND UTILITY LOCATIONS VF-71 (BLOW-UP NO. 1) ELEVATION STA EASTING COORDINATES NORTHING DESCRIPTION HORIZONTAL AND VERTICAL CONTROLS PK NAIL AND WASHER GCP-1 620760.23 620680.243 622604.853 1233687.778 1233642.633 1233067.788 102.121 102.437 128.558 623657.245 1232668.938 137.017 624944.84 1233143.85 139.099 626766.95 1233847.241 99.711 627369.805 1234011.431 87.704 629075.51 1234773.605S 62.181 630789.988 1236213.774 33.354 631309.76 1236770.589 25.847 630885.661 1234531.786 72.4 630205.928 1232376.838 113.425 629752.21 1231047.68 189.333 629262.851 1229617.297 156.931 629106.731 1228649.303 186.671 627748.295 1229164.914 199.125 626556.75 1229536.482 138.889 631338.049 1238098.566 113.725 630951.872 1238989.786 166.035 632237.583 1239916.342 200.46 631938.958 1240893.551 168.101 631911.638 1242403.563 145.171 632193.243 1243731.019 109.583 632098.796 1245321.885 69.578 633890.07 1244619.745 55.227 PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER PK NAIL AND WASHER GCP-2 GCP-3 GCP-4 GCP-5 GCP-6 GCP-7 GCP-8 GCP-12 GCP-13 GCP-14 GCP-15 GCP-16 GCP-17 GCP-18 GCP-19 GCP-21 GCP-28 GCP-30 GCP-36 GCP-37 GCP-38 GCP-39 GCP-40 GCP-41 633004.299 1242311.613 165.878 PK NAIL AND WASHER GCP-43 635386.456 1244059.937 45.241 PK NAIL AND WASHER GCP-45 636909.012 1245124.347 15.409 PK NAIL AND WASHER GCP-46 637654.762 1243262.681 42.718 PK NAIL AND WASHER GCP-48 638108.981 1243916.905 16.915 PK NAIL AND WASHER GCP-49 640161.955 1242417.539 79.053 PK NAIL AND WASHER GCP-51 637781.502 1242184.214 126.687 PK NAIL AND WASHER GCP-52 636435.361 1243310.971 58.662 PK NAIL AND WASHER GCP-58 631016.281 1247180.445 72.327 PK NAIL AND WASHER STA-59 630198.375 1249043.227 69.98 PK NAIL AND WASHER STA-60 629741.536 1250343.339 57.088 PK NAIL AND WASHER STA-61 629256.175 1250543.969 89.464 PK NAIL AND WASHER STA-78 628290.298 1251349.916 91.603 PK NAIL AND WASHER STA-79 630195.498 1251307.359 23.592 PK NAIL AND WASHER GCP-84 627434.352 1252262.721 86.715 PK NAIL AND WASHER GCP-86 626932.391 1252544.178 100.911 PK NAIL AND WASHER GCP-87 627039.3 1253912.092 83.62 PK NAIL AND WASHER GCP-89 625859.249 1255883.182 44.487 PK NAIL AND WASHER GCP-101 626477.22 1256940.647 20.931 PK NAIL AND WASHER GCP-103 DRAWING TITLE: DATE: SYM. REVISION BY: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DWG. NO. DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS SHEET NO. DATE: PROJECT THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 VF-01 01 71 EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT [RFP-022-C-2020(P)] ST CROIX, US VIRGIN ISLANDS 24.07' 48.00' 30.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 36.00' 36.00' 36.00' 36.00' 48.00' 48.00' 48.00' 48.00' 48.00 48.00' 48.00' 48.00' 48.00 48.00' 48.00' 48.00' 48.00' 48.00' 48.00' 59.71' 30.00' MATCH LINE SHEET NO. VF-03 MATCH LINE SHEET NO. VF-04 MATCH LINE SHEET NO. VF-04 MATCH LINE SHEET NO. VF-05 MATCH LINE SHEET NO. VF-05 MATCH LINE SHEET NO. VF-06 MATCH LINE SHEET NO. VF-06 MATCH LINE SHEET NO. VF-07 MATCH LINE SHEET NO. VF-11 MATCH LINE SHEET NO. VF-12 MATCH LINE SHEET NO. VF-12 MATCH LINE SHEET NO. VF-13 MATCH LINE A-A MATCH LINE A-A MATCH LINE B-B MATCH LINE B-B MATCH LINE SHEET NO. C-C MATCH LINE SHEET NO. C-C MATCH LINE SHEET D-D MATCH LINE SHEET D-D MATCH LINE SHEET NO. VF-07 MATCH LINE SHEET NO. VF-08 MATCH LINE SHEET NO. VF-08 MATCH LINE SHEET NO. VF-09 MATCH LINE SHEET NO. VF-10 MATCH LINE SHEET NO. VF-09 MATCH LINE SHEET E-E MATCH LINE SHEET E-E MATCH LINE SHEET NO. VF-11 MATCH LINE SHEET NO. VF-10 MATCH LINE SHEET F-F MATCH LINE SHEET F-F MATCH LINE SHEET NO. VF-13 MATCH LINE SHEET NO. VF-14 MATCH LINE SHEET NO. VF-14 MATCH LINE SHEET NO. VF-15 MATCH LINE SHEET NO. VF-15 MATCH LINE SHEET NO. VF-16 MATCH LINE SHEET NO. VF-16 MATCH LINE SHEET NO. VF-17 MATCH LINE SHEET NO. VF-25 MATCH LINE SHEET NO. VF-07 MATCH LINE H-H MATCH LINE H-H MATCH LINE SHEET NO. VF-26 MATCH LINE SHEET NO. VF-25 MATCH LINE SHEET NO. VF-27 MATCH LINE SHEET NO. VF-26 MATCH LINE SHEET NO. VF-27 MATCH LINE SHEET NO. VF-28 MATCH LINE SHEET NO. VF-28 MATCH LINE SHEET NO. VF-29 MATCH LINE SHEET NO. VF-30 MATCH LINE SHEET NO. VF-31 MATCH LINE SHEET NO. VF-31 MATCH LINE SHEET NO. VF-32 MATCH LINE SHEET NO. VF-33 MATCH LINE SHEET NO. VF-34 MATCH LINE SHEET NO. VF-34 MATCH LINE SHEET NO. VF-35 MATCH LINE SHEET NO. VF-32 MATCH LINE SHEET NO. VF-29 MATCH LINE SHEET NO. VF-35 MATCH LINE SHEET NO. VF-32 MATCH LINE SHEET NO. VF-31 MATCH LINE SHEET NO. VF-28 MATCH LINE SHEET NO. VF-34 MATCH LINE SHEET NO. VF-31 MATCH LINE SHEET NO. VF-30 MATCH LINE SHEET NO. VF-27 MATCH LINE SHEET NO. VF-33 MATCH LINE SHEET NO. VF-30 MATCH LINE SHEET NO. VF-06 MATCH LINE SHEET NO. VF-37 MATCH LINE SHEET NO. VF-06 MATCH LINE SHEET NO. VF-36 MATCH LINE SHEET NO. VF-38 MATCH LINE SHEET NO. VF-08 MATCH LINE SHEET NO. VF-07 MATCH LINE SHEET NO. VF-08 MATCH LINE SHEET NO. VF-36 MATCH LINE SHEET NO. VF-37 MATCH LINE SHEET NO. VF-38 MATCH LINE SHEET NO. VF-37 MATCH LINE SHEET NO. VF-37 MATCH LINE SHEET NO. VF-39 MATCH LINE SHEET NO. VF-07 MATCH LINE SHEET NO. VF-38 MATCH LINE SHEET NO. VF-38 MATCH LINE SHEET NO. VF-39 MATCH LINE SHEET NO. VF-08 MATCH LINE SHEET NO. VF-40 MATCH LINE SHEET NO. FF-10 MATCH LINE SHEET NO. VF-41 MATCH LINE SHEET G-G MATCH LINE SHEET G-G MATCH LINE SHEET NO. VF-41 MATCH LINE SHEET NO. VF-44 MATCH LINE SHEET NO. VF-58 MATCH LINE SHEET NO. VF-57 MATCH LINE SHEET NO. VF-57 MATCH LINE SHEET NO. VF-55 MATCH LINE SHEET NO. VF-57 MATCH LINE SHEET NO. VF-56 MATCH LINE SHEET NO. VF-55 MATCH LINE SHEET NO. VF-52 MATCH LINE SHEET NO. VF-55 MATCH LINE SHEET NO. VF-53 MATCH LINE SHEET NO. VF-56 MATCH LINE SHEET NO. VF-53 MATCH LINE SHEET NO. VF-56 MATCH LINE SHEET NO. VF-54 MATCH LINE SHEET NO. VF-55 MATCH LINE SHEET NO. VF-56 MATCH LINE SHEET NO. VF-52 MATCH LINE SHEET NO. VF-53 MATCH LINE SHEET NO. VF-53 MATCH LINE SHEET NO. VF-54 MATCH LINE SHEET NO. VF-49 MATCH LINE SHEET NO. VF-50 MATCH LINE SHEET NO. VF-50 MATCH LINE SHEET NO. VF-51 MATCH LINE SHEET NO. VF-46 MATCH LINE SHEET NO. VF-47 MATCH LINE SHEET NO. VF-47 MATCH LINE SHEET NO. VF-48 MATCH LINE SHEET NO. VF-54 MATCH LINE SHEET NO. VF-51 MATCH LINE SHEET NO. VF-51 MATCH LINE SHEET NO. VF-48 MATCH LINE SHEET NO. VF-48 MATCH LINE SHEET NO. VF-45 MATCH LINE SHEET NO. VF-53 MATCH LINE SHEET NO. VF-50 MATCH LINE SHEET NO. VF-52 MATCH LINE SHEET NO. VF-49 MATCH LINE SHEET NO. VF-50 MATCH LINE SHEET NO. VF-47 MATCH LINE SHEET NO. VF-49 MATCH LINE SHEET NO. VF-46 MATCH LINE SHEET NO. VF-48 MATCH LINE SHEET NO. VF-44 MATCH LINE SHEET NO. VF-47 MATCH LINE SHEET NO. VF-44 MATCH LINE SHEET NO. VF-44 MATCH LINE SHEET NO. VF-45 MATCH LINE SHEET NO. VF-44 MATCH LINE SHEET NO. VF-42 MATCH LINE SHEET NO. VF-45 MATCH LINE SHEET NO. VF-43 MATCH LINE SHEET NO. VF-23 MATCH LINE SHEET NO. VF-24 MATCH LINE SHEET NO. VF-21 MATCH LINE SHEET NO. VF-22 MATCH LINE SHEET NO. VF-24 MATCH LINE SHEET NO. VF-22 MATCH LINE SHEET NO. VF-21 MATCH LINE SHEET NO. VF-19 MATCH LINE SHEET NO. VF-22 MATCH LINE SHEET NO. VF-20 MATCH LINE SHEET NO. VF-19 MATCH LINE SHEET NO. VF-20 MATCH LINE SHEET NO. VF-18 MATCH LINE SHEET NO. VF-19 MATCH LINE SHEET NO. VF-68 MATCH LINE SHEET NO. VF-18 MATCH LINE SHEET NO. VF-17 MATCH LINE SHEET NO. VF-18 MATCH LINE SHEET NO. VF-67 MATCH LINE SHEET NO. VF-68 MATCH LINE SHEET NO. VF-68 MATCH LINE SHEET NO. VF-17 MATCH LINE SHEET NO. VF-16 MATCH LINE SHEET NO. VF-69 MATCH LINE SHEET NO. VF-66 MATCH LINE SHEET NO. VF-67 MATCH LINE SHEET NO. VF-67 MATCH LINE SHEET NO. VF-16 MATCH LINE SHEET NO. VF-66 MATCH LINE SHEET NO. VF-15 MATCH LINE SHEET NO. VF-63 MATCH LINE SHEET NO. VF-14 MATCH LINE SHEET NO. VF-62 MATCH LINE SHEET NO. VF-65 MATCH LINE SHEET NO. VF-62 MATCH LINE SHEET NO. VF-64 MATCH LINE SHEET NO. VF-60 MATCH LINE SHEET NO. VF-64 MATCH LINE SHEET NO. VF-61 MATCH LINE SHEET NO. VF43 MATCH LINE SHEET NO. VF-42 MATCH LINE SHEET NO. VF-11 MATCH LINE SHEET NO. VF-59 MATCH LINE SHEET NO. VF-12 MATCH LINE SHEET NO. VF-59 MATCH LINE SHEET NO. VF-60 MATCH LINE SHEET NO. VF-61 MATCH LINE SHEET NO. VF-62 MATCH LINE SHEET NO. VF-43 MATCH LINE SHEET NO. VF-12 MATCH LINE SHEET NO. VF-13 MATCH LINE SHEET NO. VF-63 MATCH LINE SHEET NO. VF-60 MATCH LINE SHEET NO. VF-13 MATCH LINE SHEET NO. VF-43 MATCH LINE SHEET NO. VF-59 MATCH LINE SHEET NO. VF-45 MATCH LINE SHEET NO. VF-61 MATCH LINE SHEET NO. VF-45 MATCH LINE SHEET NO. VF-61 MATCH LINE SHEET NO. VF-64 MATCH LINE SHEET NO. VF-63 MATCH LINE SHEET NO. VF-65 MATCH LINE SHEET NO. VF-64 MATCH LINE SHEET NO. VF-63 MATCH LINE SHEET NO. VF-66 VF-29 VF-28 VF-27 VF-26 VF-32 VF-31 VF-30 VF-33 VF-34 VF-35 VF-25 VF-25 VF-07 VF-03 VF-03 VF-04 VF-04 VF-05 VF-05 VF-06 VF-06 VF-38 VF-39 VF-36 VF-37 VF-40 VF-08 VF-09 VF-10 VF-10 VF-11 VF-11 VF-12 VF-13 VF-14 VF-66 VF-64 VF-65 VF-62 VF-60 VF-59 VF-61 VF-43 VF-42 VF-44 VF-45 VF-48 VF-47 VF-46 VF-49 VF-50 VF-51 VF-54 VF-53 VF-52 VF-55 VF-56 VF-57 VF-58 VF-41 VF-41 VF-15 VF-67 VF-16 VF-68 VF-17 VF-70 VF-69 VF-63 VF-18 VF-19 VF-21 VF-23 VF-22 VF-20 VF-24 GCP-1 GCP-3 GCP-4 GCP-5 GCP-6 GCP-7 GCP-8 GCP-12 GCP-21 GCP-19 GCP-18 GCP-17 GCP-16 GCP-14 GCP-15 GCP-13 GCP-28 GCP-30 GCP-36 GCP-37 GCP-43 GCP-38 GCP-39 GCP-40 GCP-41 GCP-45 GCP-58 GCP-46 GCP-51 GCP-49 GCP-52 GCP-48 STA-59 STA-60 GPC-84 STA-61 STA-78 STA-79 GCP-86 GCP-87 GCP-89 GCP-103 GCP-101 MATCH LINE SHEET NO. VF-42 MATCH LINE SHEET NO. VF-43 MATCH LINE SHEET NO. VF-17 MATCH LINE SHEET NO. VF-70 MATCH LINE SHEET NO. VF-18 MATCH LINE SHEET NO. VF-70 GENERAL SITE PLAN SCALE 1" = 1000' N E S W NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 SCALE : 1" = 1,000' GRAPHIC SCALE 0' 1000' 2000' 3000' 500' DRAWING TITLE: DATE: SYM. REVISION BY: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DWG. NO. DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS SHEET NO. DATE: PROJECT THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 VF-02 02 71 EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT [RFP-022-C-2020(P)] ST CROIX, US VIRGIN ISLANDS / / / / / / / / / / / / / / PARKING AREA 48.00' 120 120 115 115 110 110 110 105 105 105 105 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 100+00 NORTHSIDE ROAD NORTHSIDE ROAD (ASPHALT PAVEMENT) LOT 3 MANUEL P. & IGNACIA M. GUTIERREZ AS TRUSTEES PROPERTY ID: 206500021000 LOT 24-I DIAZ, ANGEL JR & ROBERT LEGUILLOU PROPERTY ID: 206502020300 LOT 2E GOVERNMENT OF THE V.I. PROPERTY ID: 206500021400 (ASPHALT PAVEMENT) QUEEN MARY HIGHWAY (ASPHALT PAVEMENT) QUEEN MARY HIGHWAY (ASPHALT PAVEMENT) ALIGNMENT BEGINS STA. 100+00.00 H.W. I.E.=100.64 C.B. T.E.=101.10 I.E.=98.56 C.B. T.E.=98.34 I.E.=98.31 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CULTIVATED AREA CULTIVATED AREA 24.07' 48.00' 30.00' 48.00' 135 135 135 135 135 130 130 130 130 130 130 130 125 125 125 125 125 MATCH LINE SHEET NO. VF-03 MATCH LINE SHEET NO. VF-04 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 1 NORTHSIDE ROAD NORTHSIDE ROAD (ASPHALT PAVEMENT) (ASPHALT PAVEMENT) EJP, LLC PROPERTY ID:204510010800 PARKING AREA PARKING AREA PARKING AREA LOT 2-B USA FOR US POSTAL SERV PROPERTY ID:204500030300 ENTRANCE EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY SCALE 1" = 50' DRAWING TITLE: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 CULTIVATED AREA CULTIVATED AREA 48.00' 30.00' 48.00' 48.00' 140 140 140 135 135 135 135 135 135 135 135 145 145 145 145 145 MATCH LINE SHEET NO. VF-03 MATCH LINE SHEET NO. VF-04 MATCH LINE B-B MATCH LINE B-B E 531+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+0 EJP, LLC PROPERTY ID:204510010800 BEULAH WAY (ASPHALT PAVEMENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) SUNSET ROAD (ASPHALT PAVEMENT) GOVERNMENT OF THE V.I. PROPERTY ID:204500021600 GOVERNMENT OF THE V.I. PROPERTY ID:204500021600 H.W. I.E.=137.78 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 48.00' 145 145 145 140 135 135 130 125 125 120 120 120 115 115 115 MATCH LINE SHEET NO. VF-04 MATCH LINE SHEET NO. 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BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 48.00' 115 110 105 105 100 100 95 90 90 90 85 MATCH LINE SHEET NO. VF-04 MATCH LINE SHEET NO. VF-05 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 NORTHSIDE ROAD (ASPHALT PAVEMENT) LOT 1-C CARIBBEAN AUTO MART IN & OUT SERVICE STATION EXISTING STRUCTURE KALLOO, MICKY SHREENATH & CHANDRANATH VICKY PROPERTY ID:204500021900 BUS STOP NORTHSIDE ROAD (ASPHALT PAVEMENT) GREEN AREA LOT REM 17 LOT 17A LOT 16 SCHUSTER, ERNST P. JR. & ELAINE L. (CO-TRUSTEES) PROPERTY ID:204500022900 SCHUSTER, FRANKLIN LOT 1-B VIRGIN ISLANDS WATER AND POWER AUTHORITY PROPERTY ID:204500022400 LOT 1-C1 SIGN POST NOT IN USE 24"Ø PIPE I.E.(A)=89.37 I.E.(B)=89.22 (B) (A) 24"Ø PIPE I.E.(A)=89.94 I.E.(B)=89.89 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CULTIVATED AREA CULTIVATED AREA 70 70 70 70 85 85 80 80 80 75 75 75 75 MATCH LINE SHEET NO. VF-05 MATCH LINE SHEET NO. VF-06 71+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 IN & OUT SERVICE STATION EXISTING STRUCTURE PELLE SERVICE CENTER GREEN AREA EVANSON, HILLICENT M TRUST PROPERTY ID:202400047100 (ASPHALT PAVEMENT) HAMAD ENTERPRISES LLC PROPERTY ID:202400045700 (CONCRETE PAVEMENT) LOT 251 CRIBBS, ALLEN S & LUCILLE J PROPERTY ID:202400046000 LOT 252 THE VIRGIN ISLANDS WASTE MANAGEMENT AUTHORITY PROPERTY ID:202400048000 (CONCRETE PAVEMENT) (CONCRETE PAVEMENT) GREEN AREA NORTHSIDE ROAD (ASPHALT PAVEMENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) SCHUSTER, HENRY P & ANGELICA R (TRUSTEES) PROPERTY ID:202400040200 NORTHSIDE ROAD (ASPHALT PAVEMENT) LAKE, GEORGE JR. & GEORGE SR. PROPERTY ID:202400048100 J (ASPHALT PAVEMENT) (ASPHALT P DIRT ROAD GREEN AREA DIRT ROAD DIRT ROAD FELIX, ROGELIO & EVA SCHUSTER (TRUSTEES) PROPERTY ID:202400044200 SCHUSTER, ELLEN PROPERTY ID:202400043500 LOT 251-A-1 LOT 251-A SCHUSTER, ALBERT & MARIA PROPERTY ID:202400043900 SCHUSTER, CLAUDETTE PROPERTY ID:202400043800 SCHUSTER, ALLAN PROPERTY ID:204500022600 LOT REM 17 (B) (A) 30"Ø PIPE I.E.(A)=71.51 I.E.(B)=71.81 30"Ø PIPE I.E.(A)=71.70 I.E.(B)=71.81 EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY SCALE 1" = 50' DRAWING TITLE: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 48.00' 70 70 65 65 60 60 60 60 55 55 55 55 55 55 55 55 55 50 MATCH LINE SHEET NO. VF-05 MATCH LINE SHEET NO. VF-06 MATCH LINE SHEET D-D MATCH LINE SHEET D-D MATCH LINE SHEET NO. VF-06 MATCH LINE SHEET NO. VF-36 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 2 NORTHSIDE ROAD (ASPHALT PAVEMENT) AKE, GEORGE JR. & GEORGE SR. PROPERTY ID:202400048100 JOHN, JUNIA & STRAKER, MICHAEL D. PROPERTY ID:202400047000 GREEN AREA (ASPHALT PAVEMENT) (ASPHALT PAVEMENT) (CONCRETE PAVEMENT) GREEN AREA PENTECOSTAL CHURCH INC. PROPERTY ID:202400040114 FRANCIS, WILMOTH M. PROPERTY ID:202400047200 NORTHSIDE ROAD (ASPHALT PAVEMENT) SCHUSTER, ALBERT PROPERTY ID:202400043200 LUTHERAN SOCIAL SERVICES OF THE VI INC PROPERTY ID:202400041500 LEEVY, NEILS PROPERTY ID:202400043000 ALLEYNE, H PROPERTY ID: MAGRAS, JAN MICHEL (TRUSTEE) PROPERTY ID:202400042000 GREEN AREA LUTHERAN SOCIAL SERVICES OF THE VI INC PROPERTY ID:202400041600 ANDREWS, ALPHONSO G PROPERTY ID:202400040400 ABRAMSON, PETER PROPERTY ID:202400044400 SHEPPARD, GEORGE PROPERTY ID:202400045400 MARQUIS, MARIA R.D. & OTHERS PROPERTY ID:202400045200 SCHUSTER, REXFORD PROPERTY ID:202400044300 FELIX, ROGELIO & EVA SCHUSTER (TRUSTEES) PROPERTY ID:202400044200 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / AREA PLAYGROUND CULTIVATED AREA CULTIVATED AREA 55 55 55 50 50 50 50 50 45 45 40 40 35 35 35 35 35 30 30 30 25 25 MATCH LINE SHEET NO. VF-06 MATCH LINE SHEET NO. VF-07 MATCH LINE SHEET D-D MATCH LINE SHEET D-D MATCH LINE SHEET NO. VF-06 MATCH LINE SHEET NO. VF-37 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 LEEVY, NEILS PROPERTY ID:202400042900 LEEVY, NEILS PROPERTY ID:202400043000 ALLEYNE, HUDSON & BERYL PROPERTY ID:202400043100 MAGRAS, JAN MICHEL (TRUSTEE PROPERTY ID:202400042000 LUTHERAN SOCIAL SERVICES OF THE VIRGIN ISLANDS, INC PROPERTY ID:20202400044500 NORTHSIDE ROAD (ASPHALT PAVEMENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) BECK, THERESA (TRUSTEE) PROPERTY ID:202509030300 LOT 52-B MOLLOY HOLDINGS, LLC PROPERTY ID:202400020300 LOT 52-B MOLLOY HOLDINGS, LLC PROPERTY ID:202400020300 LOT 47A BECK, DAVID A PROPERTY ID:202509030100 ABRAMSON, PETER PROPERTY ID:202400044400 36"Ø PIPE I.E.=23.80 H.W. I.E.=24.02 30"Ø PIPE I.E.=30.61 H.W. T.E.=35.09 I.E.=30.64 EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY SCALE 1" = 50' DRAWING TITLE: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CULTIVATED AREA CULTIVATED AREA CULTIVATED AREA CULTIVATED AREA CULTIVATED AREA CULTIVATED AREA 48.00' 36.00' 30 30 25 25 25 25 110 105 100 95 90 85 80 75 70 65 60 55 50 45 45 40 40 35 35 30 30 30 30 30 25 25 25 25 25 25 30 25 20 20 20 115 110 105 100 95 90 85 80 80 75 75 70 70 70 65 60 55 50 MATCH LINE SHEET NO. VF-06 MATCH LINE SHEET NO. VF-07 MATCH LINE SHEET NO. VF-07 MATCH LINE SHEET NO. VF-08 MATCH LINE SHEET NO. VF-25 MATCH LINE SHEET NO. VF-07 MATCH LINE SHEET NO. VF-07 MATCH LINE SHEET NO. VF-38 2+00 3+00 4+00 2+00 3+00 4+00 5+00 0 C C C 214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 AD MENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) MORNINGSTAR CIRCLE (ASPHALT PAVEMENT) SIDNEY LEE ROAD (ASPHALT PAVEMENT) WINDSOR ROAD (ASPHALT PAVEMENT) AR CIRCLE AVEMENT) MORNINGSTAR CIRCLE (ASPHALT PAVEMENT) MORNINGSTAR CIRCLE (ASPHALT PAVEMENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) OAD ENT) LOT 44 CARBON, ALINTHIA J.P. PROPERTY ID:202505020100 LOT 49 BRANDY, DWYANE, CLEONE & TRESHA PROPERTY ID:202500014700 LOT 48 FERGUS, STEVEN PROPERTY ID:202507021100 LOT 55 AUGUSTUS P & IDONA A WALLACE (TRUSTEES) LOT 57 WILLIAMS, RUTH & SYDNEY PROPERTY ID:202500013600 LOT 59 DANIELS, RUCHEL D PROPERTY ID:202500014900 LOT 61 BRAMBLE, JOSEPH H JR PROPERTY ID:202505021000 LOT 63 SAEZ, MONICA, SANDRA & MARIVEL PROPERTY ID:202505021100 LOT 65 SIMMONDS, JOSEPH, SYLVANNA P & LEON PROPERTY ID:202505021200 LOT 67 SIMMONDS, SYLVANA P & MARCELLA PROPERTY ID:202505021300 LOT 69 CHARLES, HARALDO A, JR., BRENDA, HALEEM ANWAAR & KWAME MARLEY BEAUPIER PROPERTY ID:202505021500 LOT 47 LAWRENCE, JAMES PROPERTY ID:202500016600 LOT 46 FRANCIS, KENNETH & AGNES PROPERTY ID:202500014600 LOT 45 RAMBERANSINGH, ANTHONY PROPERTY ID:202505020500 LOT 41 LANDRUM, MYRTLE PROPERTY ID:202505020600 LOT 40 CEPEDA, MARCELO & GERALDINE PROPERTY ID:202505020700 LOT 39 CORNELIUS, CLEONE & SHIRLENE D PROPERTY ID:202505020800 LOT 38 ST. JEAN, ERROL & EDNA SANTIAGO PROPERTY ID:202505020900 LOT 70 WILLIAMS, JOSHUA PROPERTY ID:202505021400 LOT 43 MILLER, ONIEL PROPERTY ID:202505020200 LOT 37 TRISHORE HOLDINGS LLC PROPERTY ID:202505020400 LOT 24 NEW WORLD PROPERTIES, LLC PROPERTY ID:202505010700 LOT 1D VARNER, ANNA MARIA D. PROPERTY ID:202506010100 LOT 71 BARRANT, FRED PROPERTY ID:202505021600 LOT 52-B MOLLOY HOLDINGS, LLC PROPERTY ID:202400020300 H.W. I.E.=16.06 36"Ø PIPE I.E.=23.80 H.W. I.E.=24.02 EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY SCALE 1" = 50' DRAWING TITLE: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CULTIVATED AREA 180 175 170 170 170 165 165 160 155 150 145 140 135 130 125 120 120 120 115 110 110 105 100 205 200 200 195 190 185 180 175 170 165 160 155 150 145 140 135 130 125 120 115 110 05 MATCH LINE SHEET NO. VF-07 MATCH LINE SHEET NO. VF-08 MATCH LINE SHEET NO. VF-08 MATCH LINE SHEET NO. VF-09 MATCH LINE SHEET NO. VF-38 MATCH LINE SHEET NO. VF-08 MATCH LINE SHEET NO. VF-08 MATCH LINE SHEET NO. VF-40 00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 NORTHSIDE ROAD (ASPHALT PAVEMENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) LOT 108 HENRY, JAMES T & ROSEMARIE A J PROPERTY ID:202506020200 LOT 1CA LOW, DAVID M. PROPERTY ID:202500011800 DENSE TREES AND VEGETATION LOT REM 1A GARCIA, NEREIDA RIVERA & ANGELITA PROPERTY ID:202506011000 LOT 109 FRANCIS, MOSES & YOLANDE A PROPERTY ID:202506020100 LOT 110 RAWLINS, SAKEENA S PROPERTY ID:202510022900 LOT REM 1-C CEPEDA, REGALADO PROPERTY ID:202506010900 LOT 111 MARCELLIN, ROSEMARY PROPERTY ID:202510021300 LOT 107 LAWRENCE, HORACE PROPERTY ID:202506020300 LOT 91 RAMSUNDAR, POONWASIE & DEOKIE PROPERTY ID:202506020400 LOT 1B CLARKE, MICHAEL PROPERTY ID:202506010700 LOT 92 SHILLINGFORD, JEFFREY PROPERTY ID:202510020300 LOT 90 MASON, TROY & MECCA PROPERTY ID:202500014000 LOT 93 MAMMOLITO MOLINI, ANNMARIE PROPERTY ID:202510020900 LOT 102 FAHRIG, MICHAEL R. & MARY A. PROPERTY ID:202510021600 LOT 105 LOT 54 MONDESIR, MARY PROPERTY ID:202500013700 LOT 53 JOSEPH, WALLY PROPERTY ID:202505010500 LOT 52 ROLDAN, MAGALI, LISHANICE & EMANUEL PROPERTY ID:202506020500 LOT 51 ROMEO R.A. BERGAN PROPERTY ID:202500016900 LOT 50 LAWRENCE, CECIL D PROPERTY ID:202500015600 LOT 49 BRANDY, DWYANE, CLEONE & TRESHA PROPERTY ID:202500014700 LOT 1BA LOT REM 1 SHERIDAN, ROY PROPERTY ID:202506010300 T 55 ONA A WALLACE TEES) 202500015800 VALLEY LANE (ASPHALT PAVEMENT) VALLEY LANE (ASPHALT PAVEMENT) LOT 112 WALTER, ANTHONY & SHAWN PROPERTY ID:202510023000 ACCESS ROAD (ASPHALT PAVEMENT) WITNESS (COMMUNICATION) MORNINGSTAR CIRCLE (ASPHALT PAVEMENT) EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY SCALE 1" = 50' DRAWING TITLE: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CULTIVATED AREA 48.00' 205 200 200 200 195 195 195 190 190 190 185 180 180 175 175 175 170 170 170 165 165 160 205 200 195 190 185 MATCH LINE SHEET NO. VF-08 MATCH LINE SHEET NO. VF-09 MATCH LINE SHEET NO. VF-10 MATCH LINE SHEET NO. VF-09 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 262+00 NORTHSIDE ROAD (ASPHALT PAVEMENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) LOT 12-J-A GRIFFITH, GRAFTON & CLAUDIA PROPERTY ID:202507011500 LOT 12-M TILDEN-TRUSTEE, BRUCE PROPERTY ID:202507011400 LOT 12-D TILDEN-TRUSTEE, BRUCE PROPERTY ID:202507011300 LOT 12CF JENSEN, SVEND ANKER KRARUP & LISA M. ANDERSON PROPERTY ID:202507011100 LOT 12C JOSEPH, CLIFFORD A PROPERTY ID:202507010800 LOT 12CD KAREN BORG PROPERTY ID:202507010700 LOT 34 MORNINGSTAR HOLDING LLC PROPERTY ID:202507020100 LOT 34 MORNINGSTAR HOLDING PROPERTY ID:20250702010 LOT 12-B BERKELEY, JUSTIN, RAYMOND M & LEONARD A PROPERTY ID:202507010400 LOT 12 CC WILLIAMS, JUDITH KELLY & LEROY PROPERTY ID:202507010500 MURRAY, CATHERINE PROPERTY ID:202507011200 LOT 37-C LOT 12-K GRIFFITH, GRAFTON & CLAUDIA PROPERTY ID:202507011600 LOT 12 DA LOT 38 REM JAMES, WINFIELD G PROPERTY ID:202507020300 DENSE TREES AND VEGETATION LOT REM 1A GARCIA, NEREIDA RIVERA & ANGELITA PROPERTY ID:202506011000 LOT 109 FRANCIS, MOSES & YOLANDE A PROPERTY ID:202506020100 LOT 110 RAWLINS, SAKEENA S PROPERTY ID:202510022900 ACCESS ROAD (ASPHALT PAVEMENT) EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY SCALE 1" = 50' DRAWING TITLE: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CULTIVATED FIELD CULTIVATED AREA 48.00' 200 200 195 195 190 190 190 190 185 185 180 180 180 175 170 170 165 165 165 170 170 170 165 MATCH LINE SHEET NO. VF-10 MATCH LINE SHEET NO. VF-09 2+00 3+00 C 258+00 259+00 260+00 261+00 262+00 263+00 264+00 265+00 266+00 267+00 268+00 269+00 270+00 271+00 272+00 273+00 274+00 275+00 NORTHSIDE ROAD (ASPHALT PAVEMENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) LOT 20 ALTONA BAPTIST CHURCH PROPERTY ID:202508020100 LOT 19B LOT 19C EXISTING STRUCTURE PEPPER TREE ROAD (ASPHALT PAVEMENT) CLAUDE A BENJAMIN MEM DRIVE (ASPHALT PAVEMENT) TESTAMENT CHURCH OF GOD PROPERTY ID:202508010100 MATTHEW, HORATIO & ANGELA PROPERTY ID:202508010200 AWAWDA, MALAAK & NAYEF K. AWAWDEH PROPERTY ID:202508032100 NORTHSIDE ROAD (ASPHALT PAVEMENT) W ST JOHN ROAD (ASPHALT PAVEMENT) RIOS, JUAN & WILLIE PROPERTY ID:202508011700 AYALA, CARMEN (TRUSTEE) PROPERTY ID:202508033100 MARIA BENITA RIVERA LIVING TRUST PROPERTY ID:202503021400 LOT 34 MORNINGSTAR HOLDING LLC PROPERTY ID:202507020100 LOT 34-1 LOT 34 MORNINGSTAR HOLDING LLC PROPERTY ID:202507020100 LOT 12-B BERKELEY, JUSTIN, RAYMOND M & LEONARD A PROPERTY ID:202507010400 LOT 12 CC WILLIAMS, JUDITH KELLY & LEROY PROPERTY ID:202507010500 WITNESS (COMMUNICATION) GAZEBO / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CULTIVATED AREA CULTIVATED FIELD 170 165 160 155 150 150 150 145 145 145 145 145 140 MATCH LINE SHEET NO. VF-11 MATCH LINE SHEET NO. VF-10 2+00 3+00 4+00 5+00 274+00 275+00 276+00 277+00 278+00 279+00 280+00 281+00 282+00 283+00 284+00 285+00 286+00 287+00 288+00 289+00 290+00 MATTHEW, HORATIO & ANGELA PROPERTY ID:202508010200 NORTHSIDE ROAD (ASPHALT PAVEMENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) LUKE, JAMES M PROPERTY ID:202508030700 W ST JOHN ROAD (ASPHALT PAVEMENT) ESPINOSA, ANGELO PROPERTY ID:202508011600 HOBSON, MADALINE PROPERTY ID:202508011400 HOBSON, MAGDALINE PROPERTY ID:202508011500 TRIM, LURINE, LORRAINE M. & KIRBY D. PROPERTY ID:202508011300 KENT, STEADROY A PROPERTY ID:202508011200 MONELL, MARIANELA PROPERTY ID:202605010200 IGLESIA CRISTIANA DAMASCO PENTECOSTAL INC PROPERTY ID:202605020200 VELASQUEZ, DORIS PROPERTY ID:202605020100 IGLESIA CRISTIANA DAMASCO PENTECOSTAL INC PROPERTY ID:202605021200 FABIO, STANFORD PROPERTY ID:202601011700 RIOS, JUAN & WILLIE PROPERTY ID:202508011700 BELLO, FELIX A PROPERTY ID:202508030800 VELASQUEZ, DORIS PROPERTY ID:202605020100 JOSEPH, CELINA A. PROPERTY ID:202605010400 FABIO, MAGDA,EDNA,STEPHEN,VERNON & JUDITH F. FIGUEROA PROPERTY ID:202605011500 FABIO, STANFORD L PROPERTY ID:202605011600 CRIBBS, LUCILLE J PROPERTY ID:202605030200 NORTHSIDE ROAD (ASPHALT PAVEMENT) EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY SCALE 1" = 50' DRAWING TITLE: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CULTIVATED AREA 145 140 135 135 130 130 130 130 130 125 125 120 120 115 115 110 105 105 100 95 95 90 90 MATCH LINE SHEET NO. VF-11 MATCH LINE SHEET NO. VF-10 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00 301+00 302+00 303+00 304+00 305+00 NORTHSIDE ROAD (ASPHALT PAVEMENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) GEREAU, IVA L F PROPERTY ID:202605030400 FABIO, STANFORD L PROPERTY ID:202605011600 HENDERSON, CHANDRA LEANN PROPERTY ID:202606020200 , STANFORD Y ID:202601011700 CILLE J 605030200 CRIBBS, LUCILLE J PROPERTY ID:202605030300 LOT 11-H RITA M DE CHABERT SCHUSTER (TRUSTEE) PROPERTY ID:202605011200 LOT 20-C GARCIA, MARIA E. & GEORGE PROPERTY ID:202605033100 LOT 20-D ESPINOSA, PEDRO & MARGARITA PROPERTY ID:202605030900 LOT 20-O ESPINOSA, PEDRO & MARGARITA PROPERTY ID:202605030900 LOT 20-A LOT 20-AA ST JOHN LOT REM 11 HENDERSON, BRENDA D. PROPERTY ID:202606020100 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CULTIVATED AREA CULTIVATED AREA 48.00' 48.00 90 90 85 80 75 75 70 70 70 70 70 65 70 70 70 MATCH LINE SHEET NO. VF-11 MATCH LINE SHEET NO. VF-12 2+00 3+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00 NORTHSIDE ROAD (ASPHALT PAVEMENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) LOT 13-E SANFORD, JEFFREY & JULIA COLVIN PROPERTY ID:202606021300 LAWRENCE, GUSTAVE PROPERTY ID:202606021400 MERLE C. SERRANO, TRUSTEE PROPERTY ID:202606021500 FRANCIS, BERNICE E PROPERTY ID:202607011900 LOT 36-A BRODHURST PRINTERY INC PROPERTY ID:202607010200 LOT 36-B BRODHURST PRINTERY INC PROPERTY ID:202607010100 LOT 36-E LIONEL, GABRIEL PROPERTY ID:202603031300 LOT 36-F LIONEL, GABRIEL PROPERTY ID:202603030200 LOT 34-E EXISTING STRUCTURE PARKING AREA (CONCRETE PAVEMENT) (CONCRETE PAVEMENT) (CONCRETE PAVE PARKING AREA LOT 35A UNITED HOLDINGS LLC PROPERTY ID:202607010500 PARKING AREA LOT 36-C SIGN POST NOT IN USE C.B. T.E.=68.09 I.E.=64.94 EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY SCALE 1" = 50' DRAWING TITLE: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CULTIVATED AREA CULTIVATED AREA BASKETBALL POOL CULTIVATED AREA COURT 48.00' 80 80 80 80 80 75 75 75 75 75 70 70 70 70 70 70 45 MATCH LINE SHEET NO. VF-11 MATCH LINE SHEET NO. VF-12 MATCH LINE SHEET NO. VF-12 MATCH LINE SHEET NO. VF-13 MATCH LINE SHEET NO. VF-59 MATCH LINE SHEET NO. VF-12 MATCH LINE SHEET NO. VF-43 MATCH LINE SHEET NO. VF-12 C 319+00 320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00 331+00 332+00 333+00 334+00 33 LOT 34D 34 NORTHSIDE HOLDINGS LLC PROPERTY ID:202607012000 (CONCRETE PAVEMENT) G AREA LOT 35A UNITED HOLDINGS LLC PROPERTY ID:202607010500 LOT REM 35 MATTHEW, MAVIS L. MD (TRUSTEE) & MARLA PROPERTY ID:202607010700 LOT REM 33 HENRY, MERVYN PROPERTY ID:202607011100 HESS, PAUL PROPERTY ID:202607011500 FRANCIS, LEONILLE & ALFRED PROPERTY ID:202607011700 AHRENS, ERIC C. & STEPHANIE J. AHRENS PROPERTY ID:202607021100 LOT 30 ANDUZE, CATHERINE P. & ROBERTS, ANGELA & OTHERS PROPERTY ID:202607021300 LOT 34AA HARRIGAN, PAUL W PROPERTY ID:202608032900 LOT 34AE UDI MANAGEMENT INC PROPERTY ID:202608032700 (CONCRETE PAVEMENT) LOT 206 GOVERNMENT OF THE V.I. PROPERTY ID:202608060100 LOT 215 LOT 231 LOT 232 LOT BELARDO, JES PROPERTY ID: LOT 212 VARNEY, CARLETON B PROPERTY ID:202608022900 GREEN AREA GREEN AREA GREEN AREA LOT 217 GASKIN, CARMEN E PROPERTY ID:202608023800 LOT 203A CRUZ, EUGENIA PROPERTY ID:202608024000 SAMARIA EVANG CHURCH INC PROPERTY ID:202608032600 (CONCRETE PA NORTHSIDE ROAD (ASPHALT PAVEMENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) LOT 34AH LOT 33-C HESS, PAUL W PROPERTY ID:202607011200 LOT 35-F URGENT, RUBY M PROPERTY ID:202603031200 LOT REM 33 HENRY, MERVYN PROPERTY ID:202607011100 LOT 32-H MOORHEAD, ALEXANDER A. JR. & MAXINE ALICIA B. PROPERTY ID:202607020100 SIGN POST NOT IN USE SIGN POST NOT IN USE WITNESS (COMMUNICATION) EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY SCALE 1" = 50' DRAWING TITLE: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CULTIVATED AREA CU CULTIVATED AREA CULTIVATED AREA 48.00' 80 80 80 80 80 75 75 70 70 65 65 65 65 65 65 65 60 55 50 45 40 MATCH LINE SHEET NO. VF-12 MATCH LINE SHEET NO. VF-13 MATCH LINE SHEET NO. VF-13 MATCH LINE SHEET NO. VF-14 MATCH LINE SHEET NO. VF-13 MATCH LINE SHEET NO. VF-63 MATCH LINE SHEET NO. VF-60 MATCH LINE SHEET NO. 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PROPERTY ID:202709010500 GOVERNMENT OF THE V.I. PROPERTY ID:202709010500 LOT REM 14 HENDRICKS INTERN LOT 213A SALAMAH, AHMAD A. PROPERTY ID:202608032400 SALAMAH, AHMAD A. PROPERTY ID:202608032500 PETERSON, LEON PROPERTY ID:202608033800 DANIEL, PHILLIP H PROPERTY ID:202608031500 EXISTING STRUCTURE LOT 236 GEORGE, PATRICK & ELTA PROPERTY ID:202608030100 ANDUZE-BELL, ALDA & THOMPSON, JAMES L JR PROPERTY ID:202608020700 LOT 236-A ANDUZE, ALFRED L. & SARI-LUZ (TRUSTEES) PROPERTY ID:202608030400 LOT 220 SMVC2-VI LLC PROPERTY ID:202608020500 NIELSEN, LAWRENCE PROPERTY ID:202608032000 DOUTE, IRIS PROPERTY ID:202612013600 HAYNES, ELNA PROPERTY ID:202709020100 LOT REM 15 BERRY, RAFAELA & NELIA E.B. PROPERTY ID:202705021300 LOT REM 15-DA LOT REM 15D SIGN POST NOT IN USE 33"Ø C.B. T.E.=63.58 I.E.=60.79 C.B. T.E.=63.04 I.E.=60.74 C.B. T.E.=63.31 I.E.=61.32 BUS STOP EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY SCALE 1" = 50' DRAWING TITLE: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. 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PROPERTY ID:202709020500 ROSARIO RIVERA, EDWIN & SHARON ROSARIO PROPERTY ID:202709020900 MARIA BENITA RIVERA LIVING TRUST PROPERTY ID:202709021000 THE MARIA BENITA LIVING TRUST & OTHERS PROPERTY ID:202709021100 FREDERIKSTED HEALTH CARE INC PROPERTY ID:202709021200 JAMES MEMORIAL FUNERAL HOME PROPERTY ID:202710020200 PRINCESSE HEALTH CENTER LLC PROPERTY ID:202710021000 GARCIA, MARIA E. & GEORGE PROPERTY ID:202710021100 K A B ENTERPRISE PROPERTY ID:202710021400 (PARKING SPACE) (PARKING SPACE) (ASPHALT PAVEMENT) EVANS FAMILY 3 LLP PROPERTY ID:202710012100 FAULKNER, MARION E & OTHERS PROPERTY ID:202710011100 FARRELLY, CLYDE A & OTHERS PROPERTY ID:202710010400 PRINCESSE PLAZA HOLDINGS LLC PROPERTY ID:202709011400 (DIRT ROAD) BUNTIN, ROBERT & FRANKIE BUNTIN,JR. PROPERTY ID:202709011300 LOT REM 14-A 12 NORTHSIDE HOLDINGS LLC PROPERTY ID:202709023000 LOT REM 14-AA LOT 12-C 12 NORTHSIDE HOLDINGS LLC PROPERTY ID:202709023200 ALERS, CLAUDIA L PROPERTY ID:202709020400 MOLLOY FERDINAND, ANNA; DERIKA F. DERONE F. & DIJON F. FERDINAND PROPERTY ID:202709020600 EMANUEL, MONICA T PROPERTY ID:202709020700 CRUICKSHANK, MICKY WAYNE PROPERTY ID:202709022800 GUMBS, ROLSTON PROPERTY ID:202709021500 ROBERTS, LIONEL SR & EILEEN PROPERTY ID:202709021600 WILLIAMS, ROSELLE & COLON, CAROLYN PROPERTY ID:202709021700 BENJAMIN, LUCINDA PROPERTY ID:202709021800 LOT 8G-1 HOLNESS-UMAR, NICOLE & NATALIE C. 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T.E.=68.40 I.E.=63.90 18"Ø PIPE I.E.=63.62 11 WATER METERS BUS STOP EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY SCALE 1" = 50' DRAWING TITLE: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CULTIVATED AREA 48 59.71' 30.00' 65 65 65 65 60 50 45 50 45 40 115 110 105 100 95 90 85 80 75 70 65 65 60 60 55 55 MATCH LINE SHEET NO. 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BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT SEE BLOW-UP NO. 1 AT DRAWING NO. VF-71 NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CULTIVATED AREA CULTIVATED AREA CULTIVATED AREA 48.00' 80 75 70 150 145 140 140 135 135 130 130 125 125 120 120 115 115 115 115 110 110 110 110 105 105 105 100 100 100 95 95 95 95 95 95 95 90 85 MATCH LINE SHEET NO. VF-15 MATCH LINE SHEET NO. VF-16 MATCH LINE SHEET NO. VF-16 MATCH LINE SHEET NO. VF-17 380+00 381+00 382+00 383+00 384+00 385+00 386+00 387+00 388+00 389+00 390+00 391+00 392+00 393+00 394+00 395+00 T MARINER DINGS LLC ID: 202715010300 DUDLEY, GEORGE H T JR & RITA PROPERTY ID: 202700032700 CONSTANT, VERONICA PROPERTY ID: 202700040200 ALAMO CITY LEASING INC PROPERTY ID: 202715010500 LOT 1-G YTBAREK, BRIKTI & KIDANE H. ASSEFA (TRUSTEES) PROPERTY ID: 202700040900 LOT 1-F LUCCI, PASQUALE R PROPERTY ID: 202700041000 LOT 1BB SUPREME COURT OF THE VIRGIN ISLANDS PROPERTY ID: 202715010900 UNITED STATES OF AMERICA PROPERTY ID: 202715011100 LEGISLATURE OF THE VIRGIN ISLANDS PROPERTY ID: 202715010700 UNITED STATES OF AMERICA PROPERTY ID: 202715011130 GENERAL SERVICE ADMINISTRATION PROPERTY ID: 202715011601 FAST FOTO INC PROPERTY ID: 202715030100 GOVERNMENT OF THE V.I. PROPERTY ID: 204800022800 MARGARET ELLEN CORPORATION PROPERTY ID: 204800023400 MCDONALD'S CARIBBEAN DEVELOPMENT CORPORATION PROPERTY ID: 204800023500 DAWOD, MOHAMED A. PROPERTY ID: 202700040400 MCDONALD'S CARIBBEAN DEVELOPMENT CORPORATION PROPERTY ID: 204800023500 LOT 1BA NORTHSIDE ROAD (ASPHALT PAVEMENT) DIRT ROAD NORTHSIDE ROAD (ASPHALT PAVEMENT) VEIRA, CYNTHIA & SAMUEL E. (TRUSTEE) PROPERTY ID: 204800023300 LOT 2-D CARIBBEAN NATIONAL GROUP INC PROPERTY ID: 204800023200 LOT 2-C JAMES, VINCENT A. PROPERTY ID: 202700040500 (A) (A) (A) S.M.H. T.E.=98.23 I.E.=91.83 8"Ø 8"Ø S.M.H. T.E.=95.84 I.E.=89.42 I.E.(A)=92.70 S.M.H. T.E.=93.09 I.E.=87.08 S.M.H. T.E.=91.48 I.E.=85.68 S.M.H. T.E.=90.97 I.E.=83.77 I.E.(A)=88.32 S.M.H. T.E.=90.88 I.E.=82.13 S.M.H. T.E.=96.46 I.E.=90.57 S.M.H. T.E.=83.10 I.E.=79.06 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø S.M.H. T.E.=135.39 S.M.H. T.E.=111.88 I.E.=107.38 S.M.H. T.E.=99.29 I.E.=93.30 I.E.(A)=96.68 4"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 4"Ø S.M.H. T.E.=135.39 I.E.=130.66 8"Ø 8"Ø 8"Ø 6"Ø 4"Ø 8"Ø S.M.H. T.E.=83.10 I.E.(A)=76.54 I.E.(B)=79.06 I.E.(C)=77.53 I.E.(D)=79.07 6"Ø EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY SCALE 1" = 50' DRAWING TITLE: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / BASKETBALL COURT CULTIVATED AREA 48.00' 80 75 70 65 60 55 110 105 105 100 95 95 95 95 95 95 90 90 90 90 85 85 85 80 MATCH LINE SHEET NO. VF-16 MATCH LINE SHEET NO. VF-17 2+00 393+00 394+00 395+00 396+00 397+00 398+00 399+00 400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 499+00 500+00 FAST FOTO INC PROPERTY ID: 202715030100 ARMSTRONG FAMILY TRUST PROPERTY ID: 204804010100 ARMSTRONG FAMILY TRUST PROPERTY ID: 204804010100 VIRGIN ISLANDS DEVELOPMENT CORP PROPERTY ID: 204804010300 LOT 3 FORMULA ONE SERVICE STATION, INC PROPERTY ID: 204804010500 LOT 2 FORMULA ONE SERVICE STATION, INC PROPERTY ID: 204804010500 LOT 1A FRANCIS, JOHN & DEBRA MONDESIR PROPERTY ID: 204804020300 LOT 240 GOVERNMENT OF THE V.I. PROPERTY ID: 202716050100 P D C M ASSOCIATES PROPERTY ID: 204800023600 EMILE HOLDINGS LLC PROPERTY ID: 204800025500 GOLDEN ORANGE CENTERS INC PROPERTY ID: 204800022100 GOVERNMENT OF THE V.I. PROPERTY ID: 204800022200 FIRST BANK PROPERTY ID: 204800022200 GOVERNMENT OF THE V.I. PROPERTY ID: 204800022800 MARGARET ELLEN CORPORATION PROPERTY ID: 204800023400 NORTHSIDE ROAD (ASPHALT PAVEMENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) NORTHSIDE ROAD (ASPHALT PAVEMENT) Y GOLDEN ROCK HOUSING (GOVERMENT OF V.I.) PROPERTY ID: 202716050100 NORTHSIDE ROAD (ASPHALT PAVEMENT) ERIK LAWAETZ DRIVE (ASPHALT PAVEMENT) DAVID, MARJORIE E PROPERTY ID: 202716040100 ENE 020100 FRORU , FRORUP-ALIE PROPERTY ID: 20271601270 FAST FOTO INC PROPERTY ID: 202716060100 SIGN POST NOT IN USE SIGN POST NOT IN USE SIGN POST NOT IN USE (B 8"Ø 8"Ø 10"Ø 6"Ø (A) (A) 6"Ø 8"Ø S.M.H. T.E.=96.46 I.E.=90.57 S.M.H. T.E.=83.10 I.E.=79.06 8"Ø S.M.H. T.E.=111.88 I E =107 38 S.M.H. T.E.=99.29 I.E.=93.30 I.E.(A)=96.68 S.M.H. T.E.=86.62 I.E.=84.66 8"Ø 8"Ø 8"Ø S.M.H. T.E.=88.78 I.E.=82.20 I.E.(A)=84.58 8"Ø 8"Ø 8"Ø 8"Ø 8"Ø 4"Ø 8"Ø 8"Ø 8"Ø 8"Ø 6"Ø 4"Ø 8"Ø S.M.H. T.E.=83.10 I.E.(A)=76.54 I.E.(B)=79.06 I.E.(C)=77.53 I.E.(D)=79.07 H.W. T.E.=86.42 I.E.=78.63 I.E.=78.52 2 CELL BOX CULVERT 36" x 36" H.W. T.E.=86.89 I.E.=85.29 I.E.=85.20 C.B. T.E.=86.29 I.E.=90.02 C.B. T.E.=86.10 I.E.=90.65 8"Ø 36"Ø PIPE I.E.=78.95 18"Ø PIPE I.E.=97.98 M.H. 3.78 9.48 9.46 9.32 EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY SCALE 1" = 50' DRAWING TITLE: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / TIVATED AREA CULTIVATED AREA AREA CULTIVATED CULTIVATED AREA CULTIVATED AREA CULTIVATED AREA 48.00' 40 40 40 35 35 35 30 30 30 65 60 55 50 50 45 45 45 40 35 90 90 90 85 85 85 85 85 80 80 80 80 80 80 80 80 80 75 75 70 02+00 503+00 504+00 505+00 506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00 515+00 Y QUEEN MARY HIGHWAY (ASPHALT PAVEMENT) RVICE INC 4800020800 LOT 6 COMERCIAL SECURITY SERVICE INC PROPERTY ID: 204800020800 LOT 1 BAUMAN, LEOVA E PROPERTY ID: 204800020900 LOT 4A WBM OG PROPERTIES LLC PROPERTY ID: 204800025600 JUANITA GARDINE ELEMENTARY SCHOOL (GOVERMENT OF V.I.) PROPERTY ID: 204900010601 JUANITA GARDINE ELEMENTARY SCHOOL (GOVERMENT OF V.I.) PROPERTY ID: 204900010601 GOLDEN ROCK HOUSING (GOVERMENT OF V.I.) PROPERTY ID: 202716050100 GOLDEN ROCK HOUSING (GOVERMENT OF V.I.) PROPERTY ID: 202716050100 MARLIN, FLEUR PROPERTY ID: 204901020300 GARCIA, KWAME SR. & GRETE J. PROPERTY ID: 204901020500 HUGGINS, LEROY PROPERTY ID: 204901020600 GOVERNMENT OF THE V.I. PROPERTY ID: 204900010300 GOVERNMENT OF THE V.I. PROPERTY ID: 204900010800 HERMANOS UNIDOS EN CRISTO PROPERTY ID: 202800031000 GOVERNMENT OF THE V.I. PROPERTY ID: 204900010900 GOVERNMENT OF THE V.I. PROPERTY ID: 204900010300 GOVERNMENT OF THE V.I. PROPERTY ID: 204900010300 ACCESS ROAD (ASPHALT PAVEMENT) ACCESS ROAD (ASPHALT PAVEMENT) ACCESS ROAD (ASPHALT PAVEMENT) SIGN POST NOT IN USE SIGN POST NOT IN USE SIGN POST NOT IN USE SIGN POST NOT IN USE SIGN POST NOT IN USE SIGN POST NOT IN USE SIGN POST NOT IN USE SIGN POST NOT IN USE SIGN POST NOT IN USE SIGN POST NOT IN USE SIGN POST NOT IN USE 8"Ø 8"Ø 8"Ø (C) (C) S.M.H. T.E.=83.68 I.E.=CLOGGED S.M.H. T.E.=79.26 I.E.=71.07 I.E.(A)=71.43 I.E.(B)=74.02 I.E.(C)=74.11 S.M.H. T.E.=80.15 I.E.=74.38 8"Ø 8"Ø 6"Ø 6"Ø 8"Ø 8"Ø 8"Ø 8"Ø 4"Ø 8"Ø 8"Ø 8"Ø 4"Ø 6"Ø 8"Ø C.B. T.E.=76.67 C.B. T.E.=73.03 18"Ø 12"Ø 12"Ø 12"Ø S.M.H. T.E.=78.00 I.E.=SEDIMENTED S.M.H. T.E.=80.81 I.E.=78.91 I.E.(A)=78.87 S.M.H. T.E.=83.95 I.E.=80.56 I.E.(A)=80.71 S.M.H. T.E.=82.23 I.E.=77.99 I.E.(A)=85.32 I.E.(B)=78.57 I.E.(C)=78.65 S.M.H. T.E.=62.22 I.E.=55.99 C.B. T.E.=55.92 I.E.=49.54 C.B. T.E.=53.10 I.E.=49.23 C.B. T.E.=47.74 I.E.=45.33 C.B. T.E.=38.57 I.E.=35.48 C.B. T.E.=38.83 I.E.=CLOGGED S.M.H. T.E.=33.71 I.E.=30.58 S.M.H. T.E.=44.49 I.E.=34.32 S.M.H. T.E.=44.04 I.E.=35.18 S.M.H. T.E.=54.13 I.E.=50.03 S.M.H. T.E.=35.05 I.E.=29.96 S.M.H. T.E.=28.75 I.E.=25.04 36"Ø EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY SCALE 1" = 50' DRAWING TITLE: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CULTIVAT CULTIVATED AREA 48.00' 85 85 80 80 80 75 75 75 75 70 70 65 60 55 55 50 60 55 55 55 50 50 50 125 125 120 120 115 115 110 110 105 105 105 105 105 100 100 100 100 95 95 95 95 90 90 90 90 90 90 85 85 85 85 85 80 80 75 75 70 70 65 65 60 60 55 515+00 516+00 517+00 518+00 519+00 520+00 521+00 522+00 523+00 524+00 525+00 526+00 527+00 528+00 529+00 530+00 531+00 QUEEN MARY HIGHWAY (ASPHALT PAVEMENT) QUEEN MARY HIGHWAY (ASPHALT PAVEMENT) ACCESS ROAD (ASPHALT PAVEMENT) ACCESS ROAD (ASPHALT PAVEMENT) ACCESS ROAD (ASPHALT PAVEMENT) ACCESS ROAD (ASPHALT PAVEMENT) NT) ACCESS ROAD (ASPHALT PAVEMENT) ACCESS ROAD (ASPHALT PAVEMENT) ACCESS ROAD (ASPHALT PAVEMENT) GARCIA, KWAME SR. & GRETE J. PROPERTY ID: 204901020500 HUGGINS, LEROY PROPERTY ID: 204901020600 WOODS, KENNETH ALEXANDER PROPERTY ID: 204901020700 CAMACHO, ROBERTO & NILDA PROPERTY ID: 204901020800 JAMES, MAUDE & OTHERS PROPERtY ID: 204901020900 SEA VIEW IRREVOCABLE PURE GRANTORS TRUST PROPERTY ID: 204901021000 SOLIS, BENITA PROPERTY ID: 204901021100 WILLIAMS, CARMEN PROPERTY ID: 204901021200 GOVERNMENT OF THE V.I. PROPERTY ID: 204900010400 LOT REM 16 NMR LLC PROPERTY ID: 204901030100 LOT 106 AHNAS TRADING COMPANY LLC PROPERTY ID: 204901030200 LOT 15 UNITED STATES POSTAL SERVICE PROPERTY ID: 204901030400 UNITED STATES POSTAL SERVICE PROPERTY ID: 204901030500 S & J VENTURES INC PROPERTY ID: 204901030900 GREEN, DONNA PROPERTY ID: 204901030600 CALDERON SEIJO, ROSARIO DE LOURDES, & MARIA BERNADETTE PROPERTY ID: 204902100700 PAULINE BEGRAFF PROPERTY ID: 204902100600 PAULINE BEGRAFF PROPERTY ID: 204902100500 MONELL, AGUSTIN PROPERTY ID: 204902100400 ETIENNE, GEORGE PROPERTY ID: 204902110100 ETIENNE, GEORGE PROPERTY ID: 204902110200 WILLIAMS, NORMAN & JACQUELINE PROPERTY ID: 204902110300 BROWN, HAROLD JR & OTHERS PROPERTY ID: 204902110400 SMITH, REVERE & SAMUEL, PAMELA PROPERTY ID: 204902110500 GOVERNMENT OF THE V.I. PROPERTY ID: 204902110600 LOT REM 78 VIRGIN ISLANDS PUBLIC TELEVISION SYSTEM PROPERTY ID: 204905010300 VIRGIN ISLANDS PUBLIC TELEVISION SYSTEM PROPERTY ID: 204905010400 COPEMANN, ANN PROPERTY ID: 204905010500 COPEMANN, ANN PROPERTY ID: 204905010600 CANTON, LILLA PROPERTY ID: 204905010700 PETERSEN, LINDA D PROPERTY ID: 204905010800 COOPER, KENNETH A PROPERTY ID: 204905010900 GENEVA PROPERTIES LLP PROPERTY ID: 204905011000 FLEMING, LEE & NICOLE PROPERTY ID: 204905011100 MINTO, JUSTA H PROPERTY ID: 204905011200 CANTON, O'NEIL W PROPERTY ID: 204905011300 LUGO, MANUEL PROPERTY ID: 204905011400 WHITE, LURLINE PROPERTY ID: 204905011500 RIJOS, JULIO & JUAN; KIMMEL, LUZ & PARALITICCI, C. PROPERTY ID: 204905020200 MORTON, CATHERINE & BERNETTA PROPERTY ID: 204905020400 HUBERT HENDRICKS PROPERTY ID: 204905020600 MARRERO, PETRA M & OTHERS PROPERTY ID: 204905020800 HARRIGAN, K'SEAN & ANTORIA PROPERTY ID: 204905021000 MADURO, ROSEMARY C PROPERTY ID: 204905021200 LOGIE MOOLENAAR, LYDIA (TRUSTEE) PROPERTY ID: 204905021400 FRORUP, VERONIVA W. & DOREEN C. PEMBERTON PROPERTY ID: 204905021600 CAMACHO, GLORIA PROPERTY ID: 204905021800 RIVERA, HECTOR & FRANCISCA PROPERTY ID: 204905022000 RIVERA, HECTOR & FRANCISCA PROPERTY ID: 204905022200 RIVERA, ARCADIA PROPERTY ID: 204905022400 BRADY L., SHAYNE PROPERTY ID: 204905020100 GOMEZ, KETTELY & FELISHA PROPERTY ID: 204905020300 RITTER, KAI PROPERTY ID: 204905020500 MARRERO, ALEJANDRA & ANGELA M. FELIX PROPERTY ID: 204905020700 SPRINGER, FLOYD & BRENDALEE S. PROPERTY ID: 204905020900 WYNNE, CARLTON PROPERTY ID: 204905021100 LOGIE MOOLENAAR, LYDIA (TRUSTEE) PROPERTY ID: 204905021300 ENCARNACION, WINIFRED; MERCEDES P. SAMUEL & LAWRENCE PETERSEN PROPERTY ID: 204905021500 ALOYO, CARLOS & HILDA LA MOTTA PROPERTY ID: 204800021500 BROW, RONALD PROPERTY ID: 204905021900 SIMMON HOOPER, PATRICE PROPERTY ID: 204905022100 KALEMBA, GERARD PROPERTY ID: 204905022300 RIVERA, JOSE & JESUS PROPERTY ID: 204905022500 TORRENS, RAUL & ESTELLE PROPERTY ID: 204905023100 CORDERO, LUZ MIGADLINA C PROPERTY ID: 204905023300 VIERA, LUZ MARIA PROPERTY ID: 20490 V P CHRIS PR BRONIGAN, SAMUEL & AN PROPERTY ID: 20490 BRANNIGAN, MARIA PROPERTY ID: 204905022800 RIVERA, FRANCISCO PROPERTY ID: 204905022700 FRANCIS, CRYSTAL C PROPERTY ID: 204906010900 MARRERO, ANGEL, ALEJANDRA & LUZ E. FELIX PROPERTY ID: 204906010700 MARRERO, ALEJANDRA & LUZ E. FELIX PROPERTY ID: 204906010500 RENE, JACQUES PROPERTY ID: 204906010300 NEIGHBORHOOD SHIPPING, INC PROPERTY ID: 204906010100 RENE, JACQUES PROPERTY ID: 204906010400 PAULUS, JOAN PROPERTY ID: 204906010600 MARRERO, ANGEL, ALEJANDRA & ANGELA M. FELIX PROPERTY ID: 204906010800 FRANCIS, CRYSTAL C PROPERTY ID: 204906011000 O'REILLY, ARLEEN & TUTEIN W PROPERTY ID: 204902100300 0 GIB PR H PROP MO-PED PROPERTY ID DENNIS, RUBIO A PROPERTY ID: 204901040300 CHASE, EMMARITA PROPERTY ID: 204901040100 TUTEIN, ZENA PROPERTY ID: 204901040200 WELLS, RUPERT PROPERTY ID: 204901040500 LOT REM 272 LOT 274 GOVERNMENT OF THE V.I. PROPERTY ID: 204901031000 GOVERNMENT OF THE V.I. PROPERTY ID: 204900010300 (B) (A) 4"Ø 4"Ø (A) 8"Ø 8"Ø 8"Ø (A) 8"Ø 8"Ø 10"Ø 8"Ø 8"Ø 8"Ø 8"Ø 4"Ø 6"Ø 6"Ø 4"Ø 8"Ø 8"Ø 8"Ø 8"Ø 18"Ø 6"Ø EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY SCALE 1" = 50' DRAWING TITLE: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 59.71' 30.00' 85 80 75 70 65 65 60 60 55 55 BLOW-UP NO. 1 SCALE 1" = 20' KAB HOLDINGS LLC PROPERTY ID:202710020900 5 CORNERS PLAZA, LLC PROPERTY ID:202710012400 (PARKING SPACE) (PARKING SPACE) (PARKING SPACE) (ASPHALT PAVEMENT) (PARKING SPACE) (PARKING SPACE) (PARKING SPACE) (ASPHALT PAVEMENT) FIRST ASSEMBLY OF GOAD PROPERTY ID: 202711030100 DAWOD, MOHAMED ABDALLAH & WADAD PROPERTY ID: 202700034100 6 WATER METERS FIRST ASSEMBLY OF GOAD PROPERTY ID: 202715010100 DAWOD, MOHAMED ABDALLAH PROPERTY ID: 2027000300T3 COMMUNICATION PEDESTAL C.B. T.E.=64.27 I.E.=57.75 C.B. T.E.=66.35 I.E.=61.50 30"Ø 30"Ø ST.M.H. T.E.=61.41 I.E.=54.66 30"Ø 30"Ø C.B. T.E.=71.42 I.E.=68.94 24"Ø SIGNAL CONTROLLER CABINET ELECTRIC METER 2 SINGLE TRAFFIC LIGHT ATTACHED TO POLE DRAWING TITLE: CERTIFY CORRECT LIC.NO. 0-41929-1B LAND SURVEYOR JAVIER E. BIDOT CRUZ PAPER SIZE: 24x36 LAST DAY OF FIELD SURVEY CHECKED BY: SCALE: DRAWN BY: I, JAVIER E. BIDOT CRUZ, HEREBY CERTIFY THAT THIS PLAN IS AN EXACT AND TRUE GRAPHIC REPRESENTATION OF THE EXISTING CONDITIONS THE MATERIAL SHOWN HEREON IS PROPERTY OF JAVIER E. BIDOT ASSOCIATES, PSC AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF JAVIER BIDOT ASSOCIATES, PSC. Phone: (561) 962-2851 | www.JEBPR.COM 2385 Executive Center Drive, | Suite 100 |Boca Raton, FL 33431 FOR IMPROVEMENTS TO NORTHSIDE HIGHWAY PROJECT EXISTING CONDITIONS, TOPOGRAPHIC AND UTILITY LOCATION SURVEY NOTE: FOR LEGEND AND GENERAL NOTES, PLEASE SEE DWG. NO. VF-1 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: ROADWAY TYPICAL SECTIONS (1 OF 4) 1 4 B01 NO SCALE (11"x17") STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: ROADWAY TYPICAL SECTIONS (2 OF 4) 2 4 B02 NO SCALE (11"x17") STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: B03 ROADWAY TYPICAL SECTIONS (3 OF 4) 3 4 NO SCALE (11"x17") STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: NO SCALE (11"x17") B04 ROADWAY TYPICAL SECTIONS (4 OF 4) 4 4 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: C02 NO SCALE (11"x17") TABULATION OF QUANTITIES (2 OF 2) 2 2 F F F F F F F F F 1" = 60' (11"x17") D01 ROADWAY PLAN AND PROFILE ---- 01 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: ROADWAY PLAN AND PROFILE ---- 02 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D02 ROADWAY PLAN AND PROFILE ---- 05 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D05 E ROADWAY PLAN AND PROFILE ---- 06 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D06 ROADWAY PLAN AND PROFILE ---- 08 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D08 ROADWAY PLAN AND PROFILE ---- 09 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D09 ROADWAY PLAN AND PROFILE ---- 10 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D10 ROADWAY PLAN AND PROFILE ---- 11 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D11 ROADWAY PLAN AND PROFILE ---- 12 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D12 ROADWAY PLAN AND PROFILE ---- 13 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D13 ROADWAY PLAN AND PROFILE ---- 14 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D14 ROADWAY PLAN AND PROFILE ---- 15 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D15 ROADWAY PLAN AND PROFILE ---- 16 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D16 ROADWAY PLAN AND PROFILE ---- 17 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D17 ROADWAY PLAN AND PROFILE ---- 18 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D18 ROADWAY PLAN AND PROFILE ---- 19 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D19 1" = 60' (11"x17") D20 ROADWAY PLAN AND PROFILE ---- 20 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: ROADWAY PLAN AND PROFILE ---- 21 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D21 ROADWAY PLAN AND PROFILE ---- 22 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D22 ROADWAY PLAN AND PROFILE ---- 23 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D23 ROADWAY PLAN AND PROFILE ---- 24 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D24 ROADWAY PLAN AND PROFILE ---- 25 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D25 ROADWAY PLAN AND PROFILE ---- 26 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D26 ROADWAY PLAN AND PROFILE ---- 27 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D27 ROADWAY PLAN AND PROFILE ---- 28 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D28 ROADWAY PLAN AND PROFILE ---- 29 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D29 ROADWAY PLAN AND PROFILE ---- 30 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D30 ROADWAY PLAN AND PROFILE ---- 31 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D31 ROADWAY PLAN AND PROFILE ---- 32 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D32 ROADWAY PLAN AND PROFILE ---- 33 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D33 ROADWAY PLAN AND PROFILE ---- 34 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D34 ROADWAY PLAN AND PROFILE ---- 35 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D35 ROADWAY PLAN AND PROFILE ---- 36 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D36 ROADWAY PLAN AND PROFILE ---- 37 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D37 ROADWAY PLAN AND PROFILE ---- 38 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: D38 C ROADWAY PLAN AND PROFILE ---- 39 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D39 ROADWAY PLAN AND PROFILE ---- 40 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D40 ROADWAY PLAN AND PROFILE ---- 41 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D41 ROADWAY PLAN AND PROFILE ---- 42 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D42 C ROADWAY PLAN AND PROFILE ---- 43 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D43 ROADWAY PLAN AND PROFILE ---- 44 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D44 ROADWAY PLAN AND PROFILE ---- 45 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D45 ROADWAY PLAN AND PROFILE ---- 46 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D46 ROADWAY PLAN AND PROFILE ---- 47 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D47 ROADWAY PLAN AND PROFILE ---- 48 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D48 SS SS SS SS SS SS SS SS SS SS SS SS SS SS ROADWAY PLAN AND PROFILE ---- 49 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D49 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ROADWAY PLAN AND PROFILE ---- 50 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D50 S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ROADWAY PLAN AND PROFILE ---- 51 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D51 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ROADWAY PLAN AND PROFILE ---- 52 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D52 F F F F F F F F F F F F F F F F F F F F SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ROADWAY PLAN AND PROFILE ---- 53 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D53 F F F F F F F F F F F F F F F F F F F SS SS SS SS SS SS SS SS SS SS SS ROADWAY PLAN AND PROFILE ---- 54 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D54 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ROADWAY PLAN AND PROFILE ---- 55 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D55 SS SS SS SS SS SS SS SS S SS SS SS SS SS SS SS SS ROADWAY PLAN AND PROFILE ---- 56 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D56 SS SS SS S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ROADWAY PLAN AND PROFILE ---- 57 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D57 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ROADWAY PLAN AND PROFILE ---- 58 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D58 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ROADWAY PLAN AND PROFILE ---- 59 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: D59 E E C SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ROADWAY PLAN AND PROFILE ---- 60 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D60 E E C SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ROADWAY PLAN AND PROFILE ---- 61 61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: 1" = 60' (11"x17") D61 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: NOT TO SCALE (11"x17") F01 DRIVEWAY DETAILS (1 OF 2) 1 2 ö STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: NOT TO SCALE (11"x17") F02 DRIVEWAY DETAILS (2 OF 2) 2 2 STATE CONTRACT SCALE: SHEET NO. USVI P149DPWT21 IMPROVEMENTS TO NORTHSIDE HIGHWAY (ROUTE 75) SHEET OF ISLAND ST CROIX 1641 WORTHINGTON ROAD, SUITE 400 WEST PALM BEACH, FLORIDA 33409 DEPARTMENT OF PUBLIC WORKS UNITED STATES VIRGIN ISLANDS ENGINEER: REV. NO. DRAWN: CHECKED: PRINT DATE: REV. DATE: NOT TO SCALE (11"x17") F03 BUS STOP DETAILS 1 1 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01 VI VI-75 S01