VI Update

USVI Public Records

A VI Update Project · Brian LoudenThe territory’s public record — kept public.

Copy of Required supporting schematics (drawings, photos, etc)_1757955060584

Collection
Research & Technical Reports
Sub-shelf
dpnr.vi.gov
Kind
Research Report
Date
2025-07
Pages
103
Text
Native Text

PLANS FOR PROPOSED PROJECT REHABILITATION OF LAMESHUR ROAD U.S. VIRGIN ISLANDS SAINT JOHN ISLAND, NATIONAL PARK SERVICE Project Manager SELAM HAILEGIORGIS Lead Designer JEFF JOHNSON Highway Design Manager BRENDA DUONG INDEX TO SHEETS PLANS PREPARED BY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION JULY 2025 ASHBURN, VIRGINIA EASTERN FEDERAL LANDS HIGHWAY DIVISION R E N O R A I N N S T F R I D D E P A T N T O F T A S P T T O U T E A T E S O A M E R I C A M N/A Lameshur Rd <100 <100 e(max) None C/A None DESCRIPTION OF PROJECT Schedule A: PROJECT LENGTH: 0.76 Miles ADT (2024) ADT (2044) DHV %Truck D V (MPH) <15 50/50 1% 20 SPECIFICATIONS: DESIGN DESIGNATION: LANE MILES: and Bridges on Federal Highway Projects", FP-24. …

Download the original document · Plain text (TXT) · Browse the archive · How this archive works

Original source: https://dpnr.vi.gov/wp-content/uploads/2025/12/Copy-of-Required-supporting-schematics-drawings-photos-etc_1757955060584.pdf

SHA-256 ca7874ceb83db7f0fd8007795816986e6a880ecf0046f6db333f9d29071bed4f

Re-using this document

A public record of the Government of the Virgin Islands, published by the agency itself. No copyright is asserted on it and 17 U.S.C. § 105 does not reach territorial government, so it publishes as a territorial public record.

Our description, tagging, arrangement, extracted text and machine transcripts are released under CC0 1.0. We assert nothing about the document itself.

Archive identifier LF-ca7874ceb83d

Document text

PLANS FOR PROPOSED PROJECT REHABILITATION OF LAMESHUR ROAD U.S. VIRGIN ISLANDS SAINT JOHN ISLAND, NATIONAL PARK SERVICE Project Manager SELAM HAILEGIORGIS Lead Designer JEFF JOHNSON Highway Design Manager BRENDA DUONG INDEX TO SHEETS PLANS PREPARED BY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION JULY 2025 ASHBURN, VIRGINIA EASTERN FEDERAL LANDS HIGHWAY DIVISION R E N O R A I N N S T F R I D D E P A T N T O F T A S P T T O U T E A T E S O A M E R I C A M N/A Lameshur Rd <100 <100 e(max) None C/A None DESCRIPTION OF PROJECT Schedule A: PROJECT LENGTH: 0.76 Miles ADT (2024) ADT (2044) DHV %Truck D V (MPH) <15 50/50 1% 20 SPECIFICATIONS: DESIGN DESIGNATION: LANE MILES: and Bridges on Federal Highway Projects", FP-24. "Standard Specifications for Construction of Roads BRIDGE: ROAD: WIDTH 12' SURFACE Aggregate Cycle # (miles) Schedule Description Station to Station Length RIP Milepost/ 99% PLANS Title Sheet Symbols and Abbreviations Location Map Survey Information Plans and Profiles Standards and Details Cross Sections DESCRIPTION SHEET NO A01 A02-A03 A04 A05 D01-D23 S01-S12 T01-T33 M01 Erosion and Sediment Control Narrative Tabulation of Quantities A B Lameshur Road 362+84 to 394+10 340+62 to 349+68 0.59 0.17 5 0.76 5000 2500 0 SCALE IN FEET N Lovango Cay Cay Congo Drunk Bay Island Cay Whistling Cay Henley Cay Steven Fish Bay Reef Bay Hawksnest Bay Honeymoon W indward Passage Saltpond Bay Leduck Sabbat Channel Leinster Bay Coral Bay Francis Bay Trunk Bay Cinnamon Bay Cruz Bay Great Cruz Bay Chocolate Hole Rendezvous Bay Lameshur Bay Elk Bay 206 Sieban Rd Jeep Trail Reef Bay Trail Beach 10 VIRGIN ISLANDS, USA PROJECT VI NP VIIS 100(3) N ISLAND ST. JOHN ISLAND ST. THOMAS ISLAND ST. CROIX ISLAND BUCK ATLANTIC OCEAN SEA CARIBBEAN (PUERTO RICO) CULEBRA ISLAND ISLAND TORTOLA 18 00 N 18 00 N 18 30 N 18 30 N 65 00'W 64 30'W 65 00'W 64 30'W 1100 MILES TO MIAMI 1500 MILES TO NEW YORK UNITED KINGDOM UNITED STATES KEY MAP NOT TO SCALE SEA OCEAN ATLANTIC CARIBBEAN 20 10 104 104 10 20 20 20 107 107 10 10 Lameshur Rd PROJECT VI NP VIIS 100(3) 5 B01-B03 Typical Sections ROAD INVENTORY DATA Schedule B: miscellaneous work. concrete (PCC) low water crossings, and other cellular confinement system (CCS), Portland cement Grading, rockery structure, aggregate surface course, and other miscellaneous work. Grading, aggregate surface course, Alignment Data C01-C02 C03-C04 Summaries and Schedules M02-M12 Erosion and Sediment Control Plan A06 Lameshur Road Lameshur Road M13-M23 Waters of the U.S. Impacts of the documents. per 27 V.I.C. § 291(5), which include signing and sealing United States is exempt from the license requirements and Natural Resources. An engineer employed by the the United States Virgin Islands Department of Planning and is in conformance with the rules and regulations of with accepted engineering practice, is true and correct, by employees of the United States and is in accordance These design plans and specifications were performed NOTE: VIRGIN ISLANDS NATIONAL PARK NATIONAL PARK SERVICE U.S. DEPARTMENT OF THE INTERIOR VI NP VIIS 100(3) 11:42 AM 10 July 2025 ] Title Sheet NPS [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\A01_VIIS 100(3)_ttl.dgn PROJECT NUMBER SHEET A01 VI NP-VIIS 100(3) NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 0.00 EL. BH TP mon. min. max. MP MOD ML monument minimum maximum mile post modification main line No. NMSA NC N number nominal maximum size aggregate normal crown north OG OD o. to o. ohwm o. c. original ground outside diameter out to out ordinary high water mark on center pvmt. PT PST PSC PS prop. POT POS POE POC POB pl. PI PGL PCS PCC PC pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral proposed point on tangent point on spiral point of ending point on curve point of beginning plate point of intersection profile grade line point of curve to spiral point of compound curve point of curve rte. rt. or RT reqd. reinf. RECP rdwy. R/W R. R route right required reinforcement rolled erosion control product roadway right-of-way range radius spa. shldr. sec. SC SADT S spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot S/W sym. SW or SDW STS struc. stiff. stgr. std. Sta. ST SSD SS SRS sqyd sqft typ. Ts TS traf. thd. TBM T. T typical tangent distance (spiraled curve) point of tangent to spiral traffic thread temporary bench mark township tangent distance VPI vph var. VC V vertical point of intersection vehicles per hour varies vertical curve design speed W west structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot struc. stiff. stgr. std. Sta. ST SSD SS SRS sqyd sqft 1 6 31 36 1 6 31 36 15 22 15 22 SEC. 16 1 16 1 SEC. E 1 N 0 00000 JH 3000 RBAR NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION VIRGIN ISLANDS NATIONAL PARK flg. fin. flange finish θs Ø ∆c ∆ DY or DTY DW or DTW DSY drwg(s). dist. diaph. diag. dia. DHV D ctrs. CS cont. constr. jt. conn. conc. col. CMP CL cc or c. to c. BW brg. br. BP BM bldg. BL BK Asph ASC appr. AMD AH Agg ADT ACP abut. spiral central angle diameter curve central angle total central angle dotted yellow dotted white double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume directional distribution factor centers curve to spiral continuous construction joint connection concrete column corrugated metal pipe centerline center to center broken white bearing bridge balance point bench mark building baseline back asphalt aggregate surface course approach amendment ahead aggregate average daily traffic asphalt concrete pavement abutment expansion joint excavation existing edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation electric superelevation rate east exp. jt. exc. ex. or exist. EW ESAL ER EQ or eq. EOT EOS EOP emb. elev. elec. e E HW HLSD hex. hdwl. inv. INF ID K jt. high water headlight sight distance hexagon headwall invert infinite inside diameter K-Value joint lat. lam. L latitude lamination length of curve LW lt. or LT Ls LPSM long. LOD low water left length of spiral lump sum longitudinal Limits of Disturbance ftg. gnd or grnd galv. GAB ga. HW HLSD hex. hdwl. footing ground galvanized graded aggregate base gage (gauge) high water headlight sight distance hexagon headwall National Boundary State Boundary County Boundary City Boundary Township or Range Line Section Line Section Corner (Found, Projected) Section Line 4 1 Section Corner (Found, Projected) 4 1 Section Line 16 1 Section Corner (Found, Projected) 16 1 Property Line w/Found Property Corner Parcel Number National Park Boundary National Forest Boundary National Wildlife Refuge Boundary BLM Lands Boundary Indian Reservation Boundary Existing Roadway (Road, Paved, Gravel) Railroad Trail Intermittent Drainage or Small Creek Large Creek or River Lake, Pond or Reservoir Spring or Seep Treeline; Individual Trees Material Source; Bore Hole; Test Pit Spot Elevation; Coordinate Grid Tick Control Point (Terrestrial and GPS); Jump Hub Sheet 1 of 2 1:23 PM 22 January 2025 ] SHEET 1 [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\A02-03_VIIS 100(3)_sym.dgn SYMBOLS AND ABBREVIATIONS PROJECT NUMBER SHEET A02 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) N AREA PATTERN PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS: AREA PATTERN MSE Mechanical Stabilized Earth RCP Reinforced Concrete Pipe Edge of Gravel EOG Xing Crossing CCS Cellular Confinement System PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS: NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION VIRGIN ISLANDS NATIONAL PARK Fiber Roll or Wattle North Arrow Fence Gate with Fence Cattleguard Guardrail Retaining Wall Concrete Barrier Slope Stake Limits Delineators Signs (single, double post; portable) Transition Toe of Fill Top of Cut Pipe Culvert (arrow shows flow) Pipe Culvert with End Section Pipe Culvert with Headwall Underdrain Pipe Culvert with Drop Inlet Box Culvert Underground Utilities Overhead/Above Ground Utilities STEAM = steam, T = telephone, TV = CATV, W = water P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features UP = transformer or junction box, WF = water fountain EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Building Right-of-Way Line with Monument Permanent Easement Construction Easement Riprap EXISTING PROPOSED DI Pavement Removal / Roadway Obliteration Cellular Confinement System Sidewalk Asphalt/Concrete Mill and Overlay Overlay Silt Fence Diversion Berm Drainage Divide Check Dam Limits of Disturbance Aggregate Surface Course Minor Concrete Pavement Existing Concrete Pavement Asphalt Concrete Pavement, Type I Sheet 2 of 2 1:23 PM 22 January 2025 ] SHEET 2 [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\A02-03_VIIS 100(3)_sym.dgn SYMBOLS AND ABBREVIATIONS PROJECT NUMBER SHEET A03 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) N SCALE IN MILES 0 0.5 1 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION VIRGIN ISLANDS NATIONAL PARK Schedule B: 340+62 to 349+68 VI NP VIIS 100(3) Schedule A: 362+84 to 394+10 VI NP VIIS 100(3) LAMESHUR ROAD 10:03 AM 21 February 2025 ] A04 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\A04_VIIS 100(3)_loc.dgn LOCATION MAP PROJECT NUMBER SHEET A04 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) Azimuth angle shown is based on north axis at clockwise rotation. NOTE: N N N N N N N N N N N 1004 CP 1008 CP FOUND NAIL 1003 CP 1002 CP 1007 CP 1001 CP 1000 CP 1101 CP 1005 CP 1006 CP 1102 CP RBAR#CAP 190.128 1255194.384 833960.842 1102 RBAR#CAP 140.961 1255081.824 833607.782 1101 RBAR#CAP 6.889 1253143.835 833350.301 1008 PK 5.755 1252982.053 833821.896 1007 RBAR#CAP 178.165 1251530.939 834705.821 1006 RBAR#CAP 163.235 1251454.360 834802.392 1005 RBAR#CAP 9.363 1249810.762 835587.864 1004 RBAR#CAP 6.510 1249508.116 835874.248 1003 RBAR#CAP 8.951 1248430.778 835727.242 1002 RBAR#CAP 8.026 1248243.285 835754.160 1001 MON#NOS BENCH MA 29.271 1247856.991 835865.934 1000 NUMBER REMARKS ELEVATION EASTING NORTHING POINT COORDINATE LISTING US Survey Foot Unit: Lamshure Road Project: GEOID18 (Puerto Rico) Geoid: Puerto Rico/Virgin Is 5200 Zone: NAD 1983 (Conus) Datum: United States/State Plane 1983 Name: Coordinate System NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION VIRGIN ISLANDS NATIONAL PARK AZ 54.43° 8.96' PP AZ 218.75° 21.93' TREE 10" AZ 308.22° 22.23' CISTERN COR CON AZ 73.57° 9.94' AZ 175.84° 53.19' INFO SP AZ 262.22° 51.03' PP PP AZ 99.66° 38' AZ 195.24° 7.3' AZ 261.56° 20.78' AZ 288.99° 30.74' CON AZ 27.85° 65.41' GRATE AZ 334.1° 63.27' INFO SP AZ 142.41° 65.45' AZ 320.37° 159.71' AZ 303.14° 16.45' PP AZ 155.84° 8.3' AZ 65.94° 16.51' CON PP AZ 121.53° 44.91' SLB CON@ AZ 164.97° 25.09' AZ 337.91° 5.45' ROCK AZ 135.74° 33.89' WAL FEN AZ 185.05° 8.1' 6'Sx3'Rx27.20'RCBC AZ 256.75° 27.19' THW AZ 82.21° 9.88' GR 30"x43.26'CPP THW AZ 133.29° 13.2' MON ROW WAL AZ 329.5° 34.3' AZ 65.25° 43.04' ROCK <- FROM PP 3-006947 AZ 200.95° 89.98' -> FROM PP 3-006946 AZ 35.74° 109.35' -> FROM PP 3-006948 <- FROM PP 3-002606 AZ 185.71° 72.62' AZ 8.3° 83.86' MONUMENT 1000 REBAR/CAP 1001 NTS NTS REBAR/CAP 1002 NTS REBAR/CAP 1003 NTS REBAR/CAP 1004 NTS REBAR/CAP 1005 NTS REBAR/CAP 1008 NTS NTS PK NAIL 1007 NTS REBAR/CAP 1006 REBAR/CAP 1101 NTS REBAR/CAP 1102 NTS FROM PP -> <- FROM PP 9:33 AM 21 May 2025 ] A05 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\A05-06_VIIS 100(3)_sur.dgn SURVEY INFORMATION PROJECT NUMBER SHEET A05 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION VIRGIN ISLANDS NATIONAL PARK 10:05 AM 21 February 2025 ] A06 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\A05-06_VIIS 100(3)_sur.dgn ALIGNMENT DATA PROJECT NUMBER SHEET A06 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) NO SCALE CL Profile grade 2% 2% 1V:2H Existing ground varies 2% & 12' Lateral limits of construction PROPOSED LOW WATER CROSSING * See Table 1 for locations Locations of proposed low water crossings Table 1: NOTE: disturbed areas excluding rock or travel way areas. place rolled erosion control product, type 5.B, on all Place 4 inches of topsoil, apply turf establishment, and excavation Roadway 8" depth Minor concrete pavement, reinforced, 4" depth Aggregate base grading C or D Separation geotextile, woven Station to Station 364+01 to 364+21 365+19 to 365+39 374+44 to 374+64 384+25 to 384+45 386+60 TO 388+75 389+80 to 390+00 CL Profile grade 2% 2% 1V:2H Existing ground varies 2% & 12' Lateral limits of construction * See Tables 1 and 2 for locations excavation Roadway 8" depth Aggregate surface course, filled with roadway aggregate, method 2 Cellular confinement system (4" cell depth) Separation geotextile, woven 381+17 to 381+27 Locations of existing low water crossings Table 2: Station to Station 367+19 to 367+69 381+66 to 381+78 382+28 to 382+47 381+78 to 382+28 381+27 to 381+66 379+04 to 379+54 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK PROPOSED LOW WATER CROSSING 10:03 AM 21 February 2025 ] Lameshur B01 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\B-VIIS 100(3)_LameshurRd_typ.dgn TYPICAL SECTION PROJECT NUMBER SHEET B01 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) NO SCALE CL Profile grade 2% Existing ground Travel way 6" depth Aggregate surface course, Roadway excavation 2% 12' Lateral limits of construction 1V:2H 1V:2H Separation geotextile, woven Profile grade 4% 4% 12' Existing ground L Separation geotextile, woven 6" depth Aggregate surface course, Base rock Underdrain system. See Note 1. 8 1 Geotextile filter, class 1, non-woven. See Note 1. See Note 2 Roadway excavation Varies 18.5'-20.5' C Travel way Parking lot Foundation fill NOTES: disturbed areas excluding rock or travel way areas. place rolled erosion control product, type 5.B, on all Place 4 inches of topsoil, apply turf establishment, and 2. See Detail E252-A for additional rockery wall information. 1. 6' length base rock Minimum 4 1 Cap rock Rockery flatter or 1V:2H NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK Embankment material (typ.) material (typ.) Embankment Underdrain backfill, No. 57 stone. See Note 1. 392+90 TO 393+38 390+50 TO 394+10 388+75 TO 389+30 384+95 TO 386+60 382+97 TO 383+75 380+19 TO 380+67 375+14 TO 379+04 368+19 TO 373+94 365+89 TO 366+70 362+84 TO 363+51 10:03 AM 21 February 2025 ] Lameshur B02 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\B-VIIS 100(3)_LameshurRd_typ.dgn TYPICAL SECTION PROJECT NUMBER SHEET B02 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) CL Profile grade Existing ground 2% excavation Roadway Travel way NO SCALE 2% (max.) 1V:2H 14' Lateral limits of construction NOTE: disturbed areas excluding rock or travel way areas. place rolled erosion control product, type 5.B, on all Place 4 inches of topsoil, apply turf establishment, and CL Profile grade 2% 2% (max.) 1V:2H (max.) 1V:2H 2" depth Asphalt concrete pavement, Type 1, 4" depth Aggregate base grading C or D, excavation Roadway Existing ground 15.5' or match existing Travel way Lateral limits of construction Tack coat 2" depth Asphalt concrete pavement, Type 1, Separation geotextile, woven 6" depth Aggregate surface course, Embankment material (typ.) NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE B VIRGIN ISLANDS NATIONAL PARK 340+62 TO 340+81 346+18.10 TO 349+68 340+81 TO 343+78.33 9:46 AM 28 July 2025 ] Lameshur B03 [Sheet] [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\B01-B03_VIIS 100(3)_typ.dgn TYPICAL SECTION PROJECT NUMBER SHEET B03 NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 VI NP-VIIS 100(3) NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK 11:18 AM 6 May 2025 ] Schedule A Summary [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\C01-C04_VIIS 100(3)_qty.dgn TABULATION OF QUANTITIES PROJECT NUMBER SHEET C01 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE B VIRGIN ISLANDS NATIONAL PARK 11:16 AM 6 May 2025 ] Schedule B Summary [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\C01-C04_VIIS 100(3)_qty.dgn TABULATION OF QUANTITIES PROJECT NUMBER SHEET C02 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK 9:34 AM 22 May 2025 ] Schedule A [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\C01-C04_VIIS 100(3)_qty.dgn SUMMARIES AND SCHEDULES PROJECT NUMBER SHEET C03 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE B VIRGIN ISLANDS NATIONAL PARK 11:16 AM 6 May 2025 ] Schedule B [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\C01-C04_VIIS 100(3)_qty.dgn SUMMARIES AND SCHEDULES PROJECT NUMBER SHEET C04 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) 10 10 10 10 10 10 15 15 15 15 15 15 15 20 20 20 20 20 25 25 25 25 25 25 25 25 25 25 30 30 30 30 30 30 30 30 30 30 INFO INFO 3 2 1 35 35 35 35 35 35 35 35 40 40 40 40 40 40 40 45 45 45 45 45 45 45 45 45 50 50 50 50 50 50 50 55 55 55 55 55 60 60 60 60 60 65 65 65 65 70 70 70 75 75 80 80 85 85 85 90 95 N 340+62 Schedule B BEGIN WORK 343+78.33 End aggregate surface course 340+81.00 Begin aggregate surface course End asphalt concrete pavement 343+67.00 End aggregate surface course Roadway centerline Existing EOG (typ.) Proposed EOG (typ.) 340+62 pavement concrete Begin asphalt Toe of fill (typ.) NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE B VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 N69°15'42"W N30°35'43"W N39°35'28"W N77°34'20"W e = ___ ' 47.24 L = ' 24.56 T = ' 70.00 R = (RT) 38°40'00" Δ = 340+84.01 PI e = ___ ' 79.97 L = ' 40.62 T = ' 185.00 R = (RT) 24°45'59" Δ = 344+55.67 PI e = ___ ' 47.10 L = ' 23.60 T = ' 300.00 R = (LT) 08°59'45" Δ = 341+68.40 PI e = ___ ' 119.32 L = ' 61.95 T = ' 180.00 R = (LT) 37°58'52" Δ = 343+09.23 PI 341+44.80 PC 341+91.91 PT 342+47.29 PC 343+66.61 PT 340+59.45 PC 341+06.69 PT 344+15.05 PC 344+95.02 PT 340 345 340 341 342 343 344 345 3:57 PM 28 March 2025 ] Lameshure_Hor_Ali - Plan 1 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_pln.dgn PLAN PROJECT NUMBER SHEET D01 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) N 834007.72 E 1252572.54 M ATCH LINE 345+00 Proposed grade Existing ground No Work Existing concrete OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION PROFILE SCHEDULE B (340+50 TO 345+00) VIRGIN ISLANDS NATIONAL PARK LAMESHUR ROAD NO. DATE BY REVISIONS 341+00 341+50 342+00 342+50 343+00 343+50 344+00 344+50 345+00 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 38 38 40 40 42 42 44 44 46 46 48 48 50 50 52 52 54 54 56 56 +8.23% -2.64% -4.44% +3.03% +9.43% 33.27 340+79.31 30.27 341+93.16 27.78 342+49.33 30.96 343+54.26 342+55.95 LP 340+88.31 HP ' VC 35 3 K = ' 117 SSD = ' VC 30 17 K = ' 614 SSD = ' VC 70 9 K = ' 81 HLSD = ' VC 30 5 K = ' 64 HLSD = 31.69 BEGIN SCHEDULE B 340+62.00 End aggregate surface course, RT 43+78.33 End aggregate surface course, LT 343+67.00 11:54 AM 20 March 2025 ] BLPROF - Profile 1 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_prf.dgn PROJECT NUMBER SHEET D02 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) 15 15 15 15 15 20 20 20 20 20 25 25 25 25 30 30 30 35 35 35 35 40 40 40 40 45 45 45 45 45 45 50 50 50 50 50 55 55 55 55 60 60 60 60 60 65 65 65 65 65 65 70 70 70 70 70 70 70 70 70 75 75 75 75 75 80 80 80 80 85 85 85 85 85 85 85 85 90 90 90 90 90 90 90 90 90 90 90 95 95 95 95 95 95 100 100 100 100 100 105 105 105 105 105 110 110 110 110 115 115 115 115 120 120 120 120 125 125 125 125 130 130 130 130 135 135 135 140 140 140 145 145 145 150 150 150 155 155 155 160 160 160 165 165 170 170 175 180 185 185 N 349+68 Schedule B END WORK N 834558.66 E 1251877.90 346+18.10 Begin aggregate surface course Proposed EOG (typ.) Existing EOG (typ.) Roadway centerline Toe of fill (typ.) NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE B VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 N52°48'21"W N56°11'09"W N55°19'28"W N50°55'55"W N30°42'32"W e = ___ ' 120.01 L = ' 60.63 T = ' 340.00 R = (RT) 20°13'23" Δ = 348+96.00 PI e = ___ ' 14.10 L = ' 7.18 T = ' 30.00 R = (LT) 26°55'59" Δ = 349+92.33 PI 349+85.14 PC 349+99.25 PT 344+95.02 PT 348+35.37 PC 349+55.37 PT 345 350 345 346 347 348 349 350 4:29 PM 25 March 2025 ] Lameshure_Hor_Ali - Plan 2 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_pln.dgn PLAN PROJECT NUMBER SHEET D03 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 345+00 M ATCH LINE 350+00 No Work Existing concrete Proposed grade Existing ground Existing ground Proposed grade OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION PROFILE SCHEDULE B (345+00 TO 350+00) VIRGIN ISLANDS NATIONAL PARK LAMESHUR ROAD NO. DATE BY REVISIONS 345+50 346+00 346+50 347+00 347+50 348+00 52 52 54 54 56 56 58 58 60 60 62 62 64 64 66 66 68 68 70 70 72 72 74 74 76 76 78 78 80 80 82 82 84 84 86 86 +10.98% 80.09 347+35.21 ' VC 151 291 K = ' 2170 SSD = 348+50 349+00 349+50 350+00 76 76 78 78 80 80 82 82 84 84 86 86 88 88 90 90 92 92 94 94 96 96 98 98 100 100 102 102 104 104 106 106 108 108 110 110 +6.12% +10.46% 95.97 348+87.04 ' VC 80 18 K = ' 289 SSD = Begin aggregate surface course 346+18.10 END SCHEDULE B 349+67.97 3:11 PM 20 March 2025 ] BLPROF - Profile 2 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_prf.dgn PROJECT NUMBER SHEET D04 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) 80 85 90 95 95 100 100 105 105 110 110 110 115 115 120 120 125 125 125 125 130 130 130 130 130 135 135 135 135 135 140 140 140 140 145 145 145 145 150 150 150 150 155 155 155 155 160 160 160 160 160 165 165 165 165 165 165 165 165 170 170 170 170 170 170 170 INFO 175 175 175 175 175 175 REBAR W CAP 1006 CP 180 180 180 180 180 180 180 180 185 185 185 185 185 185 185 190 190 190 190 190 190 195 195 195 195 195 200 200 200 205 205 210 210 210 210 215 220 220 225 225 230 N Roadway centerline NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE B VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 N57°38'31"W S57°14'49"W N02°14'59"W N55°35'25"W N31°17'58"W e = ___ ' 37.86 L = ' 31.50 T = ' 18.00 R = (RT) 120°30'12" Δ = 352+59.43 PI e = ___ ' 72.07 L = ' 36.59 T = ' 170.00 R = (RT) 24°17'27" Δ = 354+63.54 PI e = ___ ' 102.28 L = ' 57.46 T = ' 90.00 R = (LT) 65°06'40" Δ = 350+99.10 PI e = ___ ' 69.82 L = ' 37.67 T = ' 75.00 R = (LT) 53°20'26" Δ = 353+39.80 PI 349+99.25 PT 350+41.64 PC 351+43.91 PT 353+02.13 PC 353+71.95 PT 352+27.93 PC 352+65.79 PT 354+26.95 PC 354+99.02 PT 350 355 350 351 352 353 354 355 356 FOR INFORMATION ONLY NO WORK THIS SHEET 9:41 AM 20 March 2025 ] Lameshure_Hor_Ali - Plan 3 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_pln.dgn PLAN PROJECT NUMBER SHEET D05 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 350+00 M ATCH LINE 355+00 No Work Existing concrete No Work Existing concrete No Work Existing concrete OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION PROFILE SCHEDULE B (350+00 TO 355+00) VIRGIN ISLANDS NATIONAL PARK LAMESHUR ROAD NO. DATE BY REVISIONS 350+50 351+00 351+50 352+00 102 102 104 104 106 106 108 108 110 110 112 112 114 114 116 116 118 118 120 120 122 122 124 124 126 126 128 128 130 130 132 132 134 134 136 136 352+50 353+00 353+50 136 136 138 138 140 140 142 142 144 144 146 146 148 148 150 150 152 152 154 154 156 156 158 158 160 160 162 162 164 164 166 166 168 168 170 170 354+00 354+50 355+00 156 156 158 158 160 160 162 162 164 164 166 166 168 168 170 170 172 172 174 174 176 176 178 178 180 180 182 182 184 184 186 186 188 188 190 190 FOR INFORMATION ONLY NO WORK THIS SHEET 3:11 PM 20 March 2025 ] BLPROF - Profile 4 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_prf.dgn PROJECT NUMBER SHEET D06 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) 40 45 50 55 55 60 60 65 65 70 70 70 75 75 75 80 80 80 80 85 85 85 90 90 90 95 95 95 95 100 100 100 100 105 105 105 105 105 110 110 110 110 115 115 115 115 120 120 120 125 125 125 130 130 130 130 135 135 135 140 140 140 140 145 145 145 145 145 150 150 150 150 155 155 155 160 160 REBAR W CAP 1005 CP 165 165 170 INFO 175 175 180 185 190 195 200 205 210 215 215 215 N Roadway centerline NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE B VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 N31°17'58"W S45°21'43"W S67°06'58"W S84°45'59"W S88°50'50"W N58°58'17"W e = ___ ' 30.37 L = ' 15.37 T = ' 80.00 R = (RT) 21°45'15" Δ = 356+22.20 PI e = ___ ' 61.61 L = ' 31.05 T = ' 200.00 R = (RT) 17°39'01" Δ = 356+85.50 PI e = ___ ' 50.55 L = ' 25.96 T = ' 90.00 R = (RT) 32°10'53" Δ = 359+65.32 PI e = ___ ' 32.46 L = ' 22.77 T = ' 18.00 R = (LT) 103°20'20" Δ = 355+56.22 PI 355+33.45 PC 355+65.92 PT 354+99.02 PT 356+06.82 PC 356+37.20 PT 356+54.45 PC 357+16.06 PT 359+39.35 PC 359+89.91 PT 355 360 355 356 357 358 359 360 FOR INFORMATION ONLY NO WORK THIS SHEET 9:41 AM 20 March 2025 ] Lameshure_Hor_Ali - Plan 4 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_pln.dgn PLAN PROJECT NUMBER SHEET D07 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) MATCH LINE 355+00 M ATCH LINE 360+00 No Work Existing concrete No Work Existing concrete No Work Existing concrete No Work Existing concrete OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION PROFILE SCHEDULE B (355+00 TO 360+00) VIRGIN ISLANDS NATIONAL PARK LAMESHUR ROAD NO. DATE BY REVISIONS 355+50 356+00 138 138 140 140 142 142 144 144 146 146 148 148 150 150 152 152 154 154 156 156 158 158 160 160 162 162 164 164 166 166 168 168 170 170 172 172 356+50 357+00 357+50 104 104 106 106 108 108 110 110 112 112 114 114 116 116 118 118 120 120 122 122 124 124 126 126 128 128 130 130 132 132 134 134 136 136 138 138 140 140 358+00 358+50 359+00 70 70 72 72 74 74 76 76 78 78 80 80 82 82 84 84 86 86 88 88 90 90 92 92 94 94 96 96 98 98 100 100 102 102 104 104 359+50 360+00 48 48 50 50 52 52 54 54 56 56 58 58 60 60 62 62 64 64 66 66 68 68 70 70 72 72 74 74 76 76 78 78 80 80 82 82 FOR INFORMATION ONLY NO WORK THIS SHEET 3:11 PM 20 March 2025 ] BLPROF - Profile 7 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_prf.dgn PROJECT NUMBER SHEET D08 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 24" 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 15 15 15 15 15 15 15 15 15 15 20 20 20 20 20 20 20 20 20 25 25 25 25 25 25 25 30 30 30 30 30 35 35 35 35 40 40 40 40 45 45 45 50 50 50 55 55 60 60 65 65 70 75 75 75 80 80 85 85 90 90 95 100 N (typ.) Toe of fill Existing EOG (typ.) water crossing Proposed low Roadway centerline 362+84 Schedule A BEGIN WORK Top of cut (typ.) system Cellular confinement Proposed EOG (typ.) of the U.S. boundary Approximate waters NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 N58°58'17"W N70°53'56"W S76°44'29"W N34°05'40"E N53°07'23"W e = ___ ' 43.15 L = ' 46.11 T = ' 18.00 R = (RT) 137°21'11" Δ = 362+66.33 PI e = ___ ' 31.23 L = ' 15.67 T = ' 150.00 R = (LT) 11°55'40" Δ = 360+48.65 PI e = ___ ' 56.48 L = ' 29.01 T = ' 100.00 R = (LT) 32°21'35" Δ = 361+44.16 PI e = ___ ' 144.61 L = ' 90.49 T = ' 95.00 R = (LT) 87°13'03" Δ = 364+32.56 PI 360+32.98 PC 360+64.21 PT 361+15.14 PC 361+71.62 PT 363+42.06 PC 364+86.67 PT 359+89.91 PT 362+20.22 PC 362+63.37 PT 365+06.83 PC 360 365 360 361 362 363 364 365 2:31 PM 31 March 2025 ] Lameshure_Hor_Ali - Plan 5 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_pln.dgn PLAN PROJECT NUMBER SHEET D09 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) N 834809.97 E 1250829.41 M ATCH LINE 360+00 M ATCH LINE 365+00 No Work Existing concrete No Work Existing concrete Existing ground Proposed grade OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION PROFILE SCHEDULE A (360+00 TO 365+00) VIRGIN ISLANDS NATIONAL PARK LAMESHUR ROAD NO. DATE BY REVISIONS 360+50 361+00 361+50 24 24 26 26 28 28 30 30 32 32 34 34 36 36 38 38 40 40 42 42 44 44 46 46 48 48 50 50 52 52 54 54 56 56 58 58 60 60 362+00 362+50 363+00 363+50 364+00 364+50 365+00 -4 -4 -2 -2 0 0 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 -8.08% -0.85% -2.67% 8.94 363+68.10 8.18 364+47.04 9.48 363+03.74 5.72 364+07.96 364+11.05 LP 364+51.09 HP ' VC 25 3 K = ' 162 SSD = ' VC 20 2 K = ' 130 SSD = ' VC 38 3 K = ' 42 HLSD = ' VC 50 3 K = ' 44 HLSD = Cellular confinement system low water xing Prop. confinement system Cellular BEGIN SCHEDULE A 362+84.00 3:20 PM 20 March 2025 ] BLPROF - Profile 11 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_prf.dgn PROJECT NUMBER SHEET D10 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 15 20 20 20 25 25 30 30 35 35 40 40 45 50 50 55 60 60 65 N NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 N53°07'23"W N40°42'58"W N68°26'30"W N63°22'33"W N84°51'19"W N75°42'25"W e = ___ ' 49.81 L = ' 25.00 T = ' 230.00 R = (RT) 12°24'25" Δ = 365+31.83 PI e = ___ ' 29.18 L = ' 14.60 T = ' 330.00 R = (RT) 05°03'57" Δ = 367+07.48 PI e = ___ ' 39.92 L = ' 20.00 T = ' 250.00 R = (RT) 09°08'54" Δ = 369+56.04 PI e = ___ ' 87.10 L = ' 44.42 T = ' 180.00 R = (LT) 27°43'32" Δ = 366+34.04 PI e = ___ ' 86.22 L = ' 43.62 T = ' 230.00 R = (LT) 21°28'46" Δ = 368+34.59 PI 364+86.67 PT 365+89.61 PC 366+76.72 PT 367+90.96 PC 368+77.19 PT 369+83.67 PC 365+06.83 PC 365+56.63 PT 366+92.88 PC 367+22.06 PT 369+36.03 PC 369+75.95 PT 365 370 365 366 367 368 369 370 Existing EOG (typ.) water crossing Proposed low Roadway centerline Top of cut (typ.) Cellular confinement system system confinement Cellular Cellular confinement system Proposed EOG (typ.) of the U.S. boundary Approximate waters of the U.S. boundary Approximate waters 4:48 PM 10 April 2025 ] Lameshure_Hor_Ali - Plan 6 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_pln.dgn PLAN PROJECT NUMBER SHEET D11 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 365+00 M ATCH LINE 370+00 crossing to remain Existing low water Prop. Existing low Cellular Cellular CCS Cellular Existing ground Proposed grade OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION PROFILE SCHEDULE A (365+00 TO 370+00) VIRGIN ISLANDS NATIONAL PARK LAMESHUR ROAD NO. DATE BY REVISIONS 365+50 366+00 366+50 367+00 367+50 368+00 368+50 369+00 369+50 370+00 -12 -12 -10 -10 -8 -8 -6 -6 -4 -4 -2 -2 0 0 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 -0.20% +0.40% +2.43% 6.81 365+67.03 6.54 367+05.73 9.89 369+51.04 6.23 365+20.01 365+29.16 LP 365+79.77 HP ' VC 35 24 K = ' 770 SSD = ' VC 25 5 K = ' 231 SSD = ' VC 50 25 K = ' 558 SSD = ' VC 50 13 K = ' 138 HLSD = confinement system water crossing confinement system confinement system low water xing 11:43 AM 20 March 2025 ] BLPROF - Profile 13 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_prf.dgn PROJECT NUMBER SHEET D12 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) 5 5 5 5 5 5 5 5 5 5 5 5 55 INFO 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 INFO 10" 15 15 15 15 20 20 20 20 25 25 25 25 25 30 30 30 30 35 35 35 40 40 40 40 40 45 45 45 45 50 50 50 50 55 55 55 60 60 60 60 65 70 70 N Top of cut (typ.) (typ.) Existing EOG water crossing Proposed low Roadway centerline (Rte. 0939) GREAT LAMESHUR BEACH PARKING system Cellular confinement Proposed EOG (typ.) of the U.S. boundary Approximate waters NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 S89°38'45"W N52°58'00"W e = ___ ' 71.78 L = ' 37.22 T = ' 110.00 R = (RT) 37°23'15" Δ = 371+95.46 PI e = ___ ' 285.41 L = ' 143.51 T = ' 1,100.00 R = (RT) 14°51'58" Δ = 374+46.75 PI e = ___ ' 46.02 L = ' 23.13 T = ' 180.00 R = (LT) 14°38'50" Δ = 370+06.81 PI 370+29.69 PT 371+58.24 PC 372+30.02 PT 373+03.24 PC 370 375 370 371 372 373 374 375 9:41 AM 20 March 2025 ] Lameshure_Hor_Ali - Plan 7 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_pln.dgn PLAN PROJECT NUMBER SHEET D13 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 370+00 M ATCH LINE 375+00 Existing ground Proposed grade Cellular Prop. Cellular OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION PROFILE SCHEDULE A (370+00 TO 375+00) VIRGIN ISLANDS NATIONAL PARK LAMESHUR ROAD NO. DATE BY REVISIONS 370+50 371+00 371+50 372+00 372+50 373+00 373+50 374+00 374+50 375+00 -10 -10 -8 -8 -6 -6 -4 -4 -2 -2 0 0 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 -0.87% +0.07% +0.40% -0.87% 11.03 372+35.21 9.40 374+23.98 374+53.89 LP 372+26.10 HP ' VC 50 39 K = ' 875 SSD = ' VC 70 75 K = ' INF HLSD = confinement system low water xing confinement system 10:12 AM 20 March 2025 ] BLPROF - Profile 14 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_prf2.dgn PROJECT NUMBER SHEET D14 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) 0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 REBAR W CAP 1004 CP 10 10 10 10 10 10 10 15 15 15 15 20 20 20 20 20 20 25 25 25 25 30 30 30 30 35 35 35 35 35 35 40 40 40 45 45 45 50 50 50 55 55 55 60 60 60 60 65 65 65 70 70 70 N Top of cut (typ.) (typ.) Existing EOG water crossing Proposed low Roadway centerline Cellular confinement system system Cellular confinement Proposed EOG (typ.) of the U.S. boundary Approximate waters NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 N38°06'02"W N41°33'38"W N38°55'36"W N49°54'12"W N47°35'49"W e = ___ ' 22.99 L = ' 11.50 T = ' 500.00 R = (RT) 02°38'03" Δ = 377+88.10 PI e = ___ ' 20.13 L = ' 10.07 T = ' 500.00 R = (RT) 02°18'24" Δ = 379+05.46 PI e = ___ ' 30.19 L = ' 15.10 T = ' 500.00 R = (LT) 03°27'36" Δ = 377+12.53 PI e = ___ ' 28.74 L = ' 14.41 T = ' 150.00 R = (LT) 10°58'37" Δ = 378+30.20 PI 376+97.43 PC 377+27.62 PT 378+15.79 PC 378+44.52 PT 375+88.65 PT 377+76.60 PC 377+99.59 PT 378+95.39 PC 379+15.52 PT 375 380 375 376 377 378 379 380 9:41 AM 20 March 2025 ] Lameshure_Hor_Ali - Plan 8 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_pln.dgn PLAN PROJECT NUMBER SHEET D15 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) MATCH LINE 375+00 M ATCH LINE 380+00 Existing ground Proposed grade CCS Cellular Prop. Cellular OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION PROFILE SCHEDULE A (375+00 TO 380+00) VIRGIN ISLANDS NATIONAL PARK LAMESHUR ROAD NO. DATE BY REVISIONS 375+50 376+00 376+50 377+00 377+50 378+00 378+50 379+00 379+50 380+00 -12 -12 -10 -10 -8 -8 -6 -6 -4 -4 -2 -2 0 0 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 -2.39% +0.07% -5.41% 10.48 377+74.04 8.02 378+76.85 9.60 377+21.00 5.43 379+24.75 5.00 379+77.87 377+69.50 HP ' VC 50 12 K = ' 292 SSD = ' VC 40 13 K = ' 377 SSD = ' VC 50 31 K = ' INF HLSD = ' VC 40 13 K = ' 204 HLSD = ' VC 20 6 K = ' 160 HLSD = low water xing confinement system confinement system 10:13 AM 20 March 2025 ] BLPROF - Profile 15 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_prf2.dgn PROJECT NUMBER SHEET D16 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 REBAR W CAP 1003 CP 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 N Top of cut (typ.) Existing EOG (typ.) water crossing Proposed low Roadway centerline water crossing Existing low water crossing Proposed low water crossing Existing low system Cellular confinement Cellular confinement system system Cellular confinement Proposed EOG (typ.) outlet to drain Regrade ± 10' of outlet to drain Regrade ± 25' of of outlet to drain Regrade ± 10' of the U.S. boundary Approximate waters Offset=56.91' 382+18 Offset=49.95' 382+25 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 N48°50'37"W N63°08'41"W N61°58'05"W e = ___ ' 27.46 L = ' 13.80 T = ' 110.00 R = (LT) 14°18'05" Δ = 381+65.40 PI e = ___ ' 169.97 L = ' 86.47 T = ' 375.00 R = (LT) 25°58'09" Δ = 384+56.10 PI 381+51.60 PC 381+79.06 PT 383+69.63 PC 380 385 380 381 382 383 384 385 To Virgin Islands Environmental Resource Station VIERS CAMP ROAD (Rte. 0106) 8:58 AM 30 April 2025 ] Lameshure_Hor_Ali - Plan 9 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_pln.dgn PLAN PROJECT NUMBER SHEET D17 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 380+00 M ATCH LINE 385+00 Existing ground Proposed grade CCS Cellular Prop. Ex. Exist. Cellular Prop. Cellular Cellular OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION PROFILE SCHEDULE A (380+00 TO 385+00) VIRGIN ISLANDS NATIONAL PARK LAMESHUR ROAD NO. DATE BY REVISIONS 380+50 381+00 381+50 382+00 382+50 383+00 383+50 384+00 384+50 385+00 -12 -12 -10 -10 -8 -8 -6 -6 -4 -4 -2 -2 0 0 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 +4.09% -2.26% +0.44% +4.35% +0.42% +1.05% 7.41 380+33.29 7.89 381+47.91 8.21 381+99.05 8.80 382+97.57 9.36 383+50.32 7.84 384+17.74 384+34.60 LP 381+32.26 HP 382+04.84 HP 383+41.23 HP ' VC 60 15 K = ' 305 SSD = ' VC 35 4 K = ' 155 SSD = ' VC 40 3 K = ' 102 SSD = ' VC 50 16 K = ' 380 SSD = ' VC 50 15 K = ' 351 SSD = ' VC 50 19 K = ' 283 HLSD = confinement system confinement system confinement system low water xing low water xing confinement system low water xing low water xing 3:20 PM 20 March 2025 ] BLPROF - Profile 16 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_prf.dgn PROJECT NUMBER SHEET D18 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 15 15 15 20 20 20 25 25 30 35 40 40 45 50 55 65 N Roadway centerline water crossing Proposed low Top of cut (typ.) Existing EOG (typ.) system Cellular confinement Proposed low water crossing Proposed EOG (typ.) stone wall in place Protect existing historic of the U.S. boundary Approximate waters NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 N87°56'15"W S36°36'09"W e = ___ ' 197.44 L = ' 100.77 T = ' 400.00 R = (RT) 28°16'53" Δ = 389+80.49 PI e = ___ ' 237.15 L = ' 128.79 T = ' 245.00 R = (LT) 55°27'36" Δ = 387+44.98 PI 385+39.60 PT 386+16.18 PC 388+53.33 PT 388+79.71 PC 385 390 385 386 387 388 389 390 3:00 PM 25 March 2025 ] Lameshure_Hor_Ali - Plan 10 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_pln.dgn PLAN PROJECT NUMBER SHEET D19 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 385+00 M ATCH LINE 390+00 Existing ground Proposed grade Prop. low water crossing Prop. Cellular OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION PROFILE SCHEDULE A (385+00 TO 390+00) VIRGIN ISLANDS NATIONAL PARK LAMESHUR ROAD NO. DATE BY REVISIONS 385+50 386+00 386+50 387+00 387+50 388+00 388+50 389+00 389+50 390+00 -14 -14 -12 -12 -10 -10 -8 -8 -6 -6 -4 -4 -2 -2 0 0 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 -1.76% +0.91% -2.48% +0.18% +0.44% -1.76% 8.35 385+35.90 4.41 388+99.79 3.57 388+07.25 2.71 389+68.33 388+15.19 LP 389+90.00 LP 385+20.86 HP 388+88.24 HP ' VC 50 23 K = ' 515 SSD = ' VC 50 15 K = ' 343 SSD = ' VC 50 19 K = ' 288 HLSD = ' VC 50 19 K = ' 294 HLSD = confinement system low water xing 10:14 AM 20 March 2025 ] BLPROF - Profile 17 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_prf2.dgn PROJECT NUMBER SHEET D20 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) 5 5 5 5 5 5 5 5 5 5 INFO REBAR W CAP 1002 CP TIDAL BM 40264 MON 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 15 15 15 20 20 20 20 20 25 25 25 25 30 30 30 30 30 30 35 35 35 40 40 45 45 50 50 55 60 65 70 N Top of cut (typ.) See Typical Section and Detail E252-A. Construct rockery structure system confinement Cellular Existing EOG (typ.) Roadway centerline See Detail E619-A Install gate, metal 394+00 Offset=6.00' 392+90 Offset=24.47' 392+87 Offset=6.00' 393+36 Offset=26.53' 393+36 Offset=6.00' 393+64 Offset=28.91' 393+62 Offset=30.38' 393+80 Offset=6.00' 393+82 N 835726.50 E 1248382.50 394+10 Schedule A END WORK EOG (typ.) Proposed See Detail E609-03 Wheelstop, concrete excavation slope 1V:2H or flatter of the U.S. boundary Approximate waters NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 S64°53'01"W S78°37'03"W S68°45'27"W N84°03'14"W N72°34'29"W e = ___ ' 47.94 L = ' 24.09 T = ' 200.00 R = (RT) 13°44'01" Δ = 391+21.90 PI e = ___ ' 118.63 L = ' 60.45 T = ' 250.00 R = (RT) 27°11'19" Δ = 392+62.98 PI e = ___ ' 20.03 L = ' 10.05 T = ' 100.00 R = (RT) 11°28'45" Δ = 393+93.81 PI e = ___ ' 34.42 L = ' 17.25 T = ' 200.00 R = (LT) 09°51'35" Δ = 391+65.67 PI e = ___ ' 25.23 L = ' 12.63 T = ' 200.00 R = (LT) 07°13'43" Δ = 394+81.45 PI 391+48.42 PC 391+82.83 PT 394+68.82 PC 394+94.05 PT 390+77.15 PT 390+97.81 PC 391+45.75 PT 392+02.53 PC 393+21.16 PT 393+83.75 PC 394+03.79 PT 390 395 390 391 392 393 394 395 LAMESHUR BAY - VIERS STATION ROAD (Rte. 0417) 30' 11:17 AM 29 April 2025 ] Lameshure_Hor_Ali - Plan 11 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_pln.dgn PLAN PROJECT NUMBER SHEET D21 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 390+00 Existing ground Proposed grade Cellular OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION PROFILE SCHEDULE A (390+00 TO 395+00) VIRGIN ISLANDS NATIONAL PARK LAMESHUR ROAD NO. DATE BY REVISIONS 390+50 391+00 391+50 392+00 392+50 393+00 393+50 394+00 394+50 395+00 -14 -14 -12 -12 -10 -10 -8 -8 -6 -6 -4 -4 -2 -2 0 0 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 +0.18% +6.75% -0.79% 8.74 393+25.76 3.20 392+43.64 393+53.41 HP ' VC 70 9 K = ' 178 SSD = ' VC 50 8 K = ' 76 HLSD = END SCHEDULE A 394+10.00 confinement system 10:15 AM 20 March 2025 ] BLPROF - Profile 18 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_prf2.dgn PROJECT NUMBER SHEET D22 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) Top of wall Existing ground at the front of the wall Elev. 11.17 392+87 Elev. 11.89 393+32 Elev. 12.84 393+13.75 Elev. 11.34 393+13.75 Profile grade of roadway OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION ROCKERY STRUCTURE PROFILE SCHEDULE A VIRGIN ISLANDS NATIONAL PARK LAMESHUR ROAD NO. DATE BY REVISIONS 391+00 391+50 392+00 392+50 393+00 -8 -8 -6 -6 -4 -4 -2 -2 0 0 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 394+00 395+00 396+00 393+50 394+50 395+50 END SCHEDULE A 394+10.00 9:23 AM 27 May 2025 ] Rockery - Profile 1 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\D_VIIS 100(3)_Lameshur Rd_prf.dgn PROJECT NUMBER SHEET D23 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) 1.80 Direct storm water to vegetated buffer areas and do not discharge directly into surface waters. measures. Do not allow any construction equipment to operate on or access the down-slope side of the perimeter control Do not allow construction vehicles to track sediment outside the project limits. No construction access will be permitted through a wetland or waterway. Officer (CO). Do not modify the type, size, or location of any control or practice without prior approval from the Contracting Requirements. Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-24, and the Special Contract measures consist of soil erosion control measures which are also defined and outlined in the Standard sedimentation of rivers, streams, and impoundments such as lakes, reservoirs, bays, and coastal waters. The The work consists of applying measures throughout the life of the project to control erosion and to minimize the The Erosion & Sediment Control Narrative is meant as a guideline for preventing erosion and controlling sediment. General Guidelines Response Center at 1-800-424-8802. requirements under 40 CFR 112. Report spills large enough to discharge to surface waters to the National Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the material according to Federal, State, and local regulations. waste materials. Do not dispose of hazardous waste materials into the on-site dumpsters. Dispose of Store all hazardous waste materials in appropriate and clearly marked containers away from other non- battery fluid. If feasible, conduct these activities in a covered area to avoid contact with storm water. maintenance could generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and Hazardous waste will not be generated from normal construction activities. Equipment fueling and containers. Collect and store all waste in dumpsters, or in metal or plastic drums, as appropriate. Solid waste generated from the project will consist of construction debris, garbage, and empty prevent contamination from fuels, lubricants, hydraulic fluids, or other toxic materials. Inspect and maintain on a regular basis, all mechanized equipment used in or near surface water to Waste, garbage, sanitary waste Soaps, solvents used for vehicle washing Fuels, oils, equipment-related compounds Wash-water from concrete, paint, curing compounds, and other construction materials The following discharges are prohibited: Prohibited Discharges The Runoff Coefficient prior to construction is 0.70. The Runoff Coefficient after construction will be 0.73. Approximately 0.03 acres of new impervious surface will be created by this project. The receiving water is the Atlantic Ocean. acres. and utility relocations. The total disturbed area for the project is approximately Soil disturbing activities include clearing and grubbing, roadway grading, rockery structure construction, Portland cement concrete (PCC) low water crossings, and other miscellaneous work. This work includes grading, rockery structure, aggregate surface course, cellular confinement system (CCS), This project consists of the rehabilitation of Lameshur Road. Project Description Record the inspection date and summary of findings within 24 hours of completing a site inspection. it becomes 0.5 feet deep at the fence. becomes damaged, repair or replace as necessary. Remove sediment from behind the silt fence when Silt fence - inspect for buildup of excess sediment, undercutting, sags, and other failures. If the fabric equipment. Check staples and stakes to make sure they are securely in the ground. for damage and erosion beneath the matting. Replacement of matting may be necessary if damaged by Rolled erosion control product - inspect matting after every significant rainfall (0.5 inch or greater) event end of the day. 0.25 inches or more, and daily during wet weather. Repair or replace any damaged measures by the Check and maintain erosion control measures once every 7 days and within 24 hours after a rain of according to Section 157, the details shown in the plans, and the individual permitting requirements. Unless stated otherwise, construct and maintain all vegetated and structural erosion control practices Maintenance and Inspection Procedures Remove all other perimeter controls when directed by the CO. Remove silt fence only after all upslope areas are stabilized and vegetation is well established. where vegetation has not established. Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas Finish grading and apply permanent turf establishment to any remaining disturbed areas. After completion of roadway construction, do the following as directed by the CO: Phase III Final Construction / Stabilization areas. Provide watering for dust control within the construction limits, on active haul roads, and in pits and staging stockpiles remaining in place longer than 14 days within 7 days of stockpiling. Provide silt fence around all stockpiled excavated roadway material. Apply temporary turf establishment to runoff. At the end of each day’s grading operations, shape earthwork to minimize and control erosion from storm within 7 days. Apply permanent turf establishment to the finished slopes according to Section 625. Apply temporary turf establishment in disturbed areas that will remain exposed for over 14 days Apply intermediate controls during rough grading operations. Phase II Intermediate Controls construction limits. does not leave the project site. Perimeter controls include silt fence and other specified measures outside the Prior to any clearing, grubbing, or excavation, construct perimeter controls to ensure that disturbed sediment Phase I Establish Perimeter Controls Sequence of Construction NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION VIRGIN ISLANDS NATIONAL PARK 11:56 AM 10 July 2025 ] US_Sur_ft2D [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M01_VIIS 100(3)_ESC_Narrative.dgn CONTROL NARRATIVE EROSION AND SEDIMENT PROJECT NUMBER SHEET M01 NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 VI NP-VIIS 100(3) 10 10 10 10 10 10 15 15 15 15 15 15 15 20 20 20 20 20 25 25 25 25 25 25 25 25 25 25 30 30 30 30 30 30 30 30 30 30 INFO INFO 3 2 1 35 35 35 35 35 35 35 35 40 40 40 40 40 40 40 45 45 45 45 45 45 45 45 45 50 50 50 50 50 50 50 55 55 55 55 55 60 60 60 60 60 65 65 65 65 70 70 70 75 75 80 80 85 85 85 90 95 340 345 340 341 342 343 344 345 N 340+62 Schedule B BEGIN WORK 343+78.33 End aggregate surface course 343+67.00 End aggregate surface course Limits of Disturbance (typ.) See Detail E157-02 340+62 to 343+69, LT Install silt fence, 307 Lnft Roadway centerline Proposed EOG (typ.) Existing EOG (typ.) NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SCHEDULE B VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 10:04 AM 30 April 2025 ] Lameshure_Hor_Ali - Plan 1 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M02-M12_VIIS 100(3)_Lameshur Rd_plan_ec.dgn CONTROL PLAN EROSION AND SEDIMENT PROJECT NUMBER SHEET M02 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) N 834007.72 E 1252572.54 M ATCH LINE 345+00 15 15 15 15 15 20 20 20 20 20 25 25 25 25 30 30 30 35 35 35 35 40 40 40 40 45 45 45 45 45 45 50 50 50 50 50 55 55 55 55 60 60 60 60 60 65 65 65 65 65 65 70 70 70 70 70 70 70 70 70 75 75 75 75 75 80 80 80 80 85 85 85 85 85 85 85 85 90 90 90 90 90 90 90 90 90 90 90 95 95 95 95 95 95 100 100 100 100 100 105 105 105 105 105 110 110 110 110 115 115 115 115 120 120 120 120 125 125 125 125 130 130 130 130 135 135 135 140 140 140 145 145 145 150 150 150 155 155 155 160 160 160 165 165 170 170 175 180 185 185 345 350 345 346 347 348 349 350 N 349+68 Schedule B END WORK N 834558.66 E 1251877.90 346+18.10 Begin aggregate surface course Limits of Disturbance (typ.) See Detail E157-02 346+19 to 349+68, LT Install silt fence, 354 Lnft Roadway centerline Proposed EOG (typ.) Existing EOG (typ.) NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SCHEDULE B VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 4:21 PM 25 March 2025 ] Lameshure_Hor_Ali - Plan 2 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M02-M12_VIIS 100(3)_Lameshur Rd_plan_ec.dgn CONTROL PLAN EROSION AND SEDIMENT PROJECT NUMBER SHEET M03 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 345+00 M ATCH LINE 350+00 80 85 90 95 95 100 100 105 105 110 110 110 115 115 120 120 125 125 125 125 130 130 130 130 130 135 135 135 135 135 140 140 140 140 145 145 145 145 150 150 150 150 155 155 155 155 160 160 160 160 160 165 165 165 165 165 165 165 165 170 170 170 170 170 170 170 INFO 175 175 175 175 175 175 REBAR W CAP 1006 CP 180 180 180 180 180 180 180 180 185 185 185 185 185 185 185 190 190 190 190 190 190 195 195 195 195 195 200 200 200 205 205 210 210 210 210 215 220 220 225 225 230 350 355 350 351 352 353 354 355 356 N Roadway centerline NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SCHEDULE B VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 FOR INFORMATION ONLY NO WORK THIS SHEET 11:29 AM 29 April 2025 ] Lameshure_Hor_Ali - Plan 3 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M02-M12_VIIS 100(3)_Lameshur Rd_plan_ec.dgn CONTROL PLAN EROSION AND SEDIMENT PROJECT NUMBER SHEET M04 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 350+00 M ATCH LINE 355+00 40 45 50 55 55 60 60 65 65 70 70 70 75 75 75 80 80 80 80 85 85 85 90 90 90 95 95 95 95 100 100 100 100 105 105 105 105 105 110 110 110 110 115 115 115 115 120 120 120 125 125 125 130 130 130 130 135 135 135 140 140 140 140 145 145 145 145 145 150 150 150 150 155 155 155 160 160 REBAR W CAP 1005 CP 165 165 170 INFO 175 175 180 185 190 195 200 205 210 215 215 215 355 360 355 356 357 358 359 360 N Roadway centerline NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SCHEDULE B VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 FOR INFORMATION ONLY NO WORK THIS SHEET 3:39 PM 20 February 2025 ] Lameshure_Hor_Ali - Plan 4 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M02-M12_VIIS 100(3)_Lameshur Rd_plan_ec.dgn CONTROL PLAN EROSION AND SEDIMENT PROJECT NUMBER SHEET M05 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) MATCH LINE 355+00 M ATCH LINE 360+00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 24" 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 15 15 15 15 15 15 15 15 15 15 20 20 20 20 20 20 20 20 20 25 25 25 25 25 25 25 30 30 30 30 30 35 35 35 35 40 40 40 40 45 45 45 50 50 50 55 55 60 60 65 65 70 75 75 75 80 80 85 85 90 90 95 100 360 365 360 361 362 363 364 365 N (typ.) Toe of fill Proposed EOG (typ.) Roadway centerline 362+84 Schedule A BEGIN WORK Top of cut (typ.) Existing EOG (typ.) Limits of Disturbance (typ.) See Detail E157-02 362+84 to 365+00, LT Install silt fence, 216 Lnft of the U.S. boundary Approximate waters NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 9:57 AM 29 April 2025 ] Lameshure_Hor_Ali - Plan 5 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M02-M12_VIIS 100(3)_Lameshur Rd_plan_ec.dgn CONTROL PLAN EROSION AND SEDIMENT PROJECT NUMBER SHEET M06 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) N 834809.97 E 1250829.41 M ATCH LINE 360+00 M ATCH LINE 365+00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 15 20 20 20 25 25 30 30 35 35 40 40 45 50 50 55 60 60 65 365 370 365 366 367 368 369 370 N Roadway centerline Limits of Disturbance (typ.) Proposed EOG (typ.) Existing EOG (typ.) Top of cut (typ.) See Detail E157-02 365+00 to 370+00, LT Install silt fence, 500 Lnft NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 of the U.S. boundary Approximate waters of the U.S. boundary Approximate waters 3:39 PM 20 February 2025 ] Lameshure_Hor_Ali - Plan 6 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M02-M12_VIIS 100(3)_Lameshur Rd_plan_ec.dgn CONTROL PLAN EROSION AND SEDIMENT PROJECT NUMBER SHEET M07 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 365+00 M ATCH LINE 370+00 5 5 5 5 5 5 5 5 5 5 5 5 55 INFO 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 INFO 10" 15 15 15 15 20 20 20 20 25 25 25 25 25 30 30 30 30 35 35 35 40 40 40 40 40 45 45 45 45 50 50 50 50 55 55 55 60 60 60 60 65 70 70 370 375 370 371 372 373 374 375 N Toe of fill (typ.) (typ.) Existing EOG Roadway centerline Top of cut (typ.) (Rte. 0939) GREAT LAMESHUR BEACH PARKING Limits of Disturbance (typ.) See Detail E157-02 370+00 to 375+00, LT Install silt fence, 500 Lnft Proposed EOG (typ.) of the U.S. boundary Approximate waters NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 3:39 PM 20 February 2025 ] Lameshure_Hor_Ali - Plan 7 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M02-M12_VIIS 100(3)_Lameshur Rd_plan_ec.dgn CONTROL PLAN EROSION AND SEDIMENT PROJECT NUMBER SHEET M08 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 370+00 M ATCH LINE 375+00 0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 REBAR W CAP 1004 CP 10 10 10 10 10 10 10 15 15 15 15 20 20 20 20 20 20 25 25 25 25 30 30 30 30 35 35 35 35 35 35 40 40 40 45 45 45 50 50 50 55 55 55 60 60 60 60 65 65 65 70 70 70 375 380 375 376 377 378 379 380 N (typ.) Existing EOG Roadway centerline Top of cut (typ.) Limits of Disturbance (typ.) See Detail E157-02 375+00 to 380+00, LT Install silt fence, 500 Lnft Proposed EOG (typ.) of the U.S. boundary Approximate waters NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 3:39 PM 20 February 2025 ] Lameshure_Hor_Ali - Plan 8 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M02-M12_VIIS 100(3)_Lameshur Rd_plan_ec.dgn CONTROL PLAN EROSION AND SEDIMENT PROJECT NUMBER SHEET M09 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) MATCH LINE 375+00 M ATCH LINE 380+00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 REBAR W CAP 1003 CP 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 380 385 380 381 382 383 384 385 N Existing EOG (typ.) Roadway centerline Top of cut (typ.) Limits of Disturbance (typ.) See Detail E157-02 380+00 to 385+00, LT Install silt fence, 500 Lnft EOG (typ.) Proposed of the U.S. boundary Approximate waters NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 To Virgin Islands Environmental Resource Station VIERS CAMP ROAD (Rte. 0106) 3:39 PM 20 February 2025 ] Lameshure_Hor_Ali - Plan 9 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M02-M12_VIIS 100(3)_Lameshur Rd_plan_ec.dgn CONTROL PLAN EROSION AND SEDIMENT PROJECT NUMBER SHEET M10 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 380+00 M ATCH LINE 385+00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 15 15 15 20 20 20 25 25 30 35 40 40 45 50 55 65 385 390 385 386 387 388 389 390 N Toe of fill (typ.) Roadway centerline Top of cut (typ.) Existing EOG (typ.) of the U.S. boundary Approximate waters Proposed EOG (typ.) Limits of Disturbance (typ.) See Detail E157-02 385+00 to 390+00, LT Install silt fence, 500 Lnft NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 11:59 AM 10 July 2025 ] Lameshure_Hor_Ali - Plan 10 [Sheet] [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M02-M12_VIIS 100(3)_plan_ec.dgn CONTROL PLAN EROSION AND SEDIMENT PROJECT NUMBER SHEET M11 NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 VI NP-VIIS 100(3) M ATCH LINE 385+00 M ATCH LINE 390+00 5 5 5 5 5 5 5 5 5 5 INFO REBAR W CAP 1002 CP TIDAL BM 40264 MON 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 15 15 15 20 20 20 20 20 25 25 25 25 30 30 30 30 30 30 35 35 35 40 40 45 45 50 50 55 60 65 70 390 395 390 391 392 393 394 395 N Top of cut (typ.) Existing EOG (typ.) of the U.S. boundary Approximate waters Roadway centerline N 835726.50 E 1248382.50 394+10 Schedule A END WORK Proposed EOG (typ.) Limits of Disturbance (typ.) See Detail E157-02 390+00 to 394+10, LT Install silt fence, 398 Lnft See Detail E157-02 392+79 to 394+10, RT Install silt fence, 189 Lnft NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 LAMESHUR BAY - VIERS STATION ROAD (Rte. 0417) 10:03 AM 29 April 2025 ] Lameshure_Hor_Ali - Plan 11 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M02-M12_VIIS 100(3)_Lameshur Rd_plan_ec.dgn CONTROL PLAN EROSION AND SEDIMENT PROJECT NUMBER SHEET M12 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 390+00 10 10 10 10 10 10 15 15 15 15 15 15 15 20 20 20 20 20 25 25 25 25 25 25 25 25 25 25 30 30 30 30 30 30 30 30 30 30 INFO INFO 3 2 1 35 35 35 35 35 35 35 35 40 40 40 40 40 40 40 45 45 45 45 45 45 45 45 45 50 50 50 50 50 50 50 55 55 55 55 55 60 60 60 60 60 65 65 65 65 70 70 70 75 75 80 80 85 85 85 90 95 N 340+62 Schedule B BEGIN WORK 343+78.33 End aggregate surface course 340+81.00 Begin aggregate surface course End asphalt concrete pavement 343+67.00 End aggregate surface course Roadway centerline Existing EOG (typ.) Proposed EOG (typ.) 340+62 pavement concrete Begin asphalt Toe of fill (typ.) NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE B VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 Waters of the U.S. Impact Table NO IMPACTS ON THIS SHEET 340 345 340 341 342 343 344 345 10:48 AM 6 May 2025 ] Lameshure_Hor_Ali - Plan 1 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M13-M23_VIIS 100(3)_ec.dgn WATERS OF THE U.S. IMPACTS PROJECT NUMBER SHEET M13 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) N 834007.72 E 1252572.54 M ATCH LINE 345+00 15 15 15 15 15 20 20 20 20 20 25 25 25 25 30 30 30 35 35 35 35 40 40 40 40 45 45 45 45 45 45 50 50 50 50 50 55 55 55 55 60 60 60 60 60 65 65 65 65 65 65 70 70 70 70 70 70 70 70 70 75 75 75 75 75 80 80 80 80 85 85 85 85 85 85 85 85 90 90 90 90 90 90 90 90 90 90 90 95 95 95 95 95 95 100 100 100 100 100 105 105 105 105 105 110 110 110 110 115 115 115 115 120 120 120 120 125 125 125 125 130 130 130 130 135 135 135 140 140 140 145 145 145 150 150 150 155 155 155 160 160 160 165 165 170 170 175 180 185 185 N 349+68 Schedule B END WORK N 834558.66 E 1251877.90 346+18.10 Begin aggregate surface course Proposed EOG (typ.) Existing EOG (typ.) Roadway centerline Toe of fill (typ.) NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE B VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 Waters of the U.S. Impact Table NO IMPACTS ON THIS SHEET 345 350 345 346 347 348 349 350 10:48 AM 6 May 2025 ] Lameshure_Hor_Ali - Plan 2 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M13-M23_VIIS 100(3)_ec.dgn WATERS OF THE U.S. IMPACTS PROJECT NUMBER SHEET M14 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 345+00 M ATCH LINE 350+00 80 85 90 95 95 100 100 105 105 110 110 110 115 115 120 120 125 125 125 125 130 130 130 130 130 135 135 135 135 135 140 140 140 140 145 145 145 145 150 150 150 150 155 155 155 155 160 160 160 160 160 165 165 165 165 165 165 165 165 170 170 170 170 170 170 170 INFO 175 175 175 175 175 175 REBAR W CAP 1006 CP 180 180 180 180 180 180 180 180 185 185 185 185 185 185 185 190 190 190 190 190 190 195 195 195 195 195 200 200 200 205 205 210 210 210 210 215 220 220 225 225 230 N Roadway centerline NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE B VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 Waters of the U.S. Impact Table NO IMPACTS ON THIS SHEET 350 355 350 351 352 353 354 355 356 FOR INFORMATION ONLY NO WORK THIS SHEET 10:48 AM 6 May 2025 ] Lameshure_Hor_Ali - Plan 3 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M13-M23_VIIS 100(3)_ec.dgn WATERS OF THE U.S. IMPACTS PROJECT NUMBER SHEET M15 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 350+00 M ATCH LINE 355+00 40 45 50 55 55 60 60 65 65 70 70 70 75 75 75 80 80 80 80 85 85 85 90 90 90 95 95 95 95 100 100 100 100 105 105 105 105 105 110 110 110 110 115 115 115 115 120 120 120 125 125 125 130 130 130 130 135 135 135 140 140 140 140 145 145 145 145 145 150 150 150 150 155 155 155 160 160 REBAR W CAP 1005 CP 165 165 170 INFO 175 175 180 185 190 195 200 205 210 215 215 215 N Roadway centerline NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE B VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 Waters of the U.S. Impact Table NO IMPACTS ON THIS SHEET 355 360 355 356 357 358 359 360 FOR INFORMATION ONLY NO WORK THIS SHEET 10:48 AM 6 May 2025 ] Lameshure_Hor_Ali - Plan 4 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M13-M23_VIIS 100(3)_ec.dgn WATERS OF THE U.S. IMPACTS PROJECT NUMBER SHEET M16 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) MATCH LINE 355+00 M ATCH LINE 360+00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 24" 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 15 15 15 15 15 15 15 15 15 15 20 20 20 20 20 20 20 20 20 25 25 25 25 25 25 25 30 30 30 30 30 35 35 35 35 40 40 40 40 45 45 45 50 50 50 55 55 60 60 65 65 70 75 75 75 80 80 85 85 90 90 95 100 N (typ.) Toe of fill Existing EOG (typ.) water crossing Proposed low Roadway centerline 362+84 Schedule A BEGIN WORK Top of cut (typ.) system Cellular confinement Proposed EOG (typ.) NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 Disturbed WOTUS, Temporary Disturbed WOTUS, Permanent Water of the U.S. (WOTUS) Area Legend: Waters of the U.S. Impact Table 119.46 SF Temporary Permanent 84.10 SF 360 365 360 361 362 363 364 365 10:48 AM 6 May 2025 ] Lameshure_Hor_Ali - Plan 5 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M13-M23_VIIS 100(3)_ec.dgn WATERS OF THE U.S. IMPACTS PROJECT NUMBER SHEET M17 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) N 834809.97 E 1250829.41 M ATCH LINE 360+00 M ATCH LINE 365+00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 15 20 20 20 25 25 30 30 35 35 40 40 45 50 50 55 60 60 65 N NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 Disturbed Wetland Area, Temporary Disturbed Wetland Area, Permanent Wetland Area Legend: Waters of the U.S. Impact Table 321.70 SF Temporary Permanent 471.97 SF 365 370 365 366 367 368 369 370 Existing EOG (typ.) water crossing Proposed low Roadway centerline Top of cut (typ.) Cellular confinement system system confinement Cellular Cellular confinement system Proposed EOG (typ.) 10:48 AM 6 May 2025 ] Lameshure_Hor_Ali - Plan 6 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M13-M23_VIIS 100(3)_ec.dgn WATERS OF THE U.S. IMPACTS PROJECT NUMBER SHEET M18 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 365+00 M ATCH LINE 370+00 crossing to remain Existing low water 5 5 5 5 5 5 5 5 5 5 5 5 55 INFO 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 INFO 10" 15 15 15 15 20 20 20 20 25 25 25 25 25 30 30 30 30 35 35 35 40 40 40 40 40 45 45 45 45 50 50 50 50 55 55 55 60 60 60 60 65 70 70 N Top of cut (typ.) (typ.) Existing EOG water crossing Proposed low Roadway centerline (Rte. 0939) GREAT LAMESHUR BEACH PARKING system Cellular confinement Proposed EOG (typ.) NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 Disturbed Wetland Area, Temporary Disturbed Wetland Area, Permanent Wetland Area Legend: Waters of the U.S. Impact Table NO IMPACTS ON THIS SHEET 370 375 370 371 372 373 374 375 10:48 AM 6 May 2025 ] Lameshure_Hor_Ali - Plan 7 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M13-M23_VIIS 100(3)_ec.dgn WATERS OF THE U.S. IMPACTS PROJECT NUMBER SHEET M19 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 370+00 M ATCH LINE 375+00 0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 REBAR W CAP 1004 CP 10 10 10 10 10 10 10 15 15 15 15 20 20 20 20 20 20 25 25 25 25 30 30 30 30 35 35 35 35 35 35 40 40 40 45 45 45 50 50 50 55 55 55 60 60 60 60 65 65 65 70 70 70 N Top of cut (typ.) (typ.) Existing EOG water crossing Proposed low Roadway centerline Cellular confinement system system Cellular confinement Proposed EOG (typ.) NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 Disturbed Wetland Area, Temporary Disturbed Wetland Area, Permanent Wetland Area Legend: Waters of the U.S. Impact Table 297.03 SF Temporary Permanent 223.68 SF 375 380 375 376 377 378 379 380 10:48 AM 6 May 2025 ] Lameshure_Hor_Ali - Plan 8 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M13-M23_VIIS 100(3)_ec.dgn WATERS OF THE U.S. IMPACTS PROJECT NUMBER SHEET M20 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) MATCH LINE 375+00 M ATCH LINE 380+00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 REBAR W CAP 1003 CP 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 N Top of cut (typ.) Existing EOG (typ.) water crossing Proposed low Roadway centerline water crossing Existing low water crossing Proposed low water crossing Existing low system Cellular confinement Cellular confinement system system Cellular confinement Proposed EOG (typ.) outlet to drain Regrade ± 10' of outlet to drain Regrade ± 25' of of outlet to drain Regrade ± 10' NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 Disturbed Wetland Area, Temporary Disturbed Wetland Area, Permanent Wetland Area Legend: Waters of the U.S. Impact Table 35.04 SF Temporary Permanent 440.51 SF 380 385 380 381 382 383 384 385 To Virgin Islands Environmental Resource Station VIERS CAMP ROAD (Rte. 0106) 10:48 AM 6 May 2025 ] Lameshure_Hor_Ali - Plan 9 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M13-M23_VIIS 100(3)_ec.dgn WATERS OF THE U.S. IMPACTS PROJECT NUMBER SHEET M21 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A VI NP VIIS 100(3) M ATCH LINE 380+00 M ATCH LINE 385+00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 15 15 15 20 20 20 25 25 30 35 40 40 45 50 55 65 N Roadway centerline water crossing Proposed low Top of cut (typ.) Existing EOG (typ.) system Cellular confinement Proposed low water crossing Proposed EOG (typ.) stone wall in place Protect existing historic NPS delineated wetlands NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 Disturbed Wetland Area, Temporary Disturbed Wetland Area, Permanent Wetland Area Legend: Waters of the U.S. Impact Table 29.89 SF Temporary Permanent 0 SF 385 390 385 386 387 388 389 390 3:11 PM 10 July 2025 ] Lameshure_Hor_Ali - Plan 10 [Sheet] [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M13-M23_VIIS 100(3)_ec.dgn WATERS OF THE U.S. IMPACTS PROJECT NUMBER SHEET M22 NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 VI NP-VIIS 100(3) M ATCH LINE 385+00 M ATCH LINE 390+00 5 5 5 5 5 5 5 5 5 5 INFO REBAR W CAP 1002 CP TIDAL BM 40264 MON 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 15 15 15 15 20 20 20 20 20 25 25 25 25 30 30 30 30 30 30 35 35 35 40 40 45 45 50 50 55 60 65 70 N Top of cut (typ.) system confinement Cellular Existing EOG (typ.) Roadway centerline Offset=6.00' 392+90 Offset=24.47' 392+87 Offset=6.00' 393+36 Offset=26.53' 393+36 Offset=6.00' 393+64 Offset=28.91' 393+62 Offset=30.38' 393+80 Offset=6.00' 393+82 N 835726.50 E 1248382.50 394+10 Schedule A END WORK EOG (typ.) Proposed excavation slope 1V:2H or flatter NPS delineated wetlands NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD SCHEDULE A VIRGIN ISLANDS NATIONAL PARK SCALE IN FEET 0 20 40 Disturbed Wetland Area, Temporary Disturbed Wetland Area, Permanent Wetland Area Legend: Waters of the U.S. Impact Table 168.48 SF Temporary Permanent 80.10 SF 390 395 390 391 392 393 394 395 LAMESHUR BAY - VIERS STATION ROAD (Rte. 0417) 30.6' 9:56 AM 28 July 2025 ] Lameshure_Hor_Ali - Plan 11 [Sheet] [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\M13-M23_VIIS 100(3)_ec.dgn WATERS OF THE U.S. IMPACTS PROJECT NUMBER SHEET M23 NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 VI NP-VIIS 100(3) M ATCH LINE 390+00 9. 8. 7. 6. 5. 4. 3. 2. 1. into trench. Extend reinforcement mesh and geotextile diameter wood posts. Use 70-inch minimum height by 3-inch of the self-fastener angle steel type. Use 60-inch minimum height steel posts to the reinforcement mesh as directed. inches in width and fasten adequately Use geotextile that is a minimum of 45 of 6 line wires with 12-inch stay spacing. of 32 inches in width and has a minimum Use reinforcement mesh that is a minimum approval. detail for attaching to steel posts for so they do not slide down posts. Provide Attach geotextile and reinforcement mesh water from running around the ends. Curve ends of silt fence upgrade to prevent Install silt fence along ground contours. to the manufacturer's recommendations. Install pre-assembled silt fence according on the Erosion and Sediment Control Plan. low-flow drainage ditches where shown Install silt fence with Class 1 riprap only in 6" 24" 8" trench 6" 24" A A JOINING TWO ADJACENT SILT FENCE SECTIONS Flow Staple Posts Staple Section A A A Toe of slope Flow Varies Fill slope SECTION A-A PLAN Varies Flow ELEVATION Flow (min.) " 2 1 31 Flow 1 1 Backfilled and compacted soil Limits of clearing vertical wires " dia. middle and 32 3 Min. 6' long post (max.) maximum Spacing 10' Geotextile (See Note 4) reinforcement mesh Spacing 4' (max.) with Reinforcement mesh Spacing 10' max. with reinforcement mesh ground (min.) Post 3' above Section B Section B PLAN ELEVATION of the silt fence. flowing around the end to prevent water from Provide sufficient length (undisturbed) Existing ground of the silt fence water from flowing around the end Provide sufficient length to prevent bottom strand " dia. top and 8 1 Min. Section A (typ.) Geotextile Geotextile (typ.) 6" (max.) Staple spacing Installation Detail (this sheet) See Post and Geotextile into ground (min.) Steel post driven 24" Wood post driven 35" Geotextile (typ.) Geotextile (typ.) Staple (typ.) Flow WIRE-BACKED SILT FENCE WITH CHECK DAM INSTALLATION POST AND GEOTEXTILE INSTALLATION AT TOE OF FILL WIRE-BACKED SILT FENCE vertical wires " dia. middle and 32 3 Min. bottom strand " dia. top and 8 1 Min. See Note 1 of silt fence check dam) (Use only with installation Riprap, Class 1 NOTES: NO SCALE APPROVED FOR USE E157-02 WIRE-BACKED SILT FENCE FP-24, FP-14 EFLHD DETAIL 6:25 AM 21 July 2025 ] Sheet [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\Std-Det\S01_E157-02.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION 05/2024 PROJECT NUMBER SHEET S01 NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 VI NP-VIIS 100(3) h=6' h=6' CL Shoulder L Cut slope h=6' SECTION E Ditch line SECTION D SECTION C SECTION B SECTION A Roadway Shoulder Fill slope Shoulder line flatter than 20: 1 Variable slope not Slope stake line Slope stake line L L A B C D E L Variable slope not flatter than 10: 1 Ground line (typ.) Slope rounding (typ.) Slope rounding (typ.) slopes into the original ground. stakes to establish the blend of cut and fill Maintain distance L as the distance to slope NOTE: APPROVED FOR USE NO SCALE TRANSITIONS CUT AND FILL SLOPE E204-01 05/2024 FP-24, FP-14 EFLHD DETAIL 6:28 AM 21 July 2025 ] Sheet [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\Std-Det\S02_E204-01.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION PROJECT NUMBER SHEET S02 NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 VI NP-VIIS 100(3) 1 4 TYPICAL SECTION ROCKERY WALL Facing rock class 1, non-woven Geotextile filter, Retained soil Parking lot Base rock (Min. length 4.5') Cap rock No. 57 stone Underdrain backfill, See Note 4 Underdrain system Use only singular units for base rock. approved by the CO between the travel way and rockery. Place rolled erosion control product, type 5.B and plantings points. protected outlet or other permanent drainage structure at low pipes at a minimum 2% slope. Discharge outlet pipes to a Place perforated collector pipes and non-perforated outlet perpendicular to the face of the rockery. their width. Place rocks with the longest dimension Place rocks so that their height dimension is not greater than conditions are encountered, follow Subsection 252.06(a). Where loose, soft, or otherwise unsuitable foundation soil loose rocks. underlying materials and adjacent rocks. Reposition or replace specified. Ensure that each rock is firmly set and supported by manipulating, and placing rocks of the size and shape each rock individually using equipment suitable for lifting, Design and construct rockery according to Section 257. Place 6. 5. 4. 3. 2. 1. 12" (See Typical Sections) Pavement structure 6' (min.) rolled erosion control product, type 5.B 4" topsoil, turf establishment, and NOTES: 1V:2H or flatter 8' (max.) 18" 12" Base rock length 24" Foundation fill, 24" NO SCALE FP-24, FP-14 EFLHD DETAIL 6:29 AM 21 July 2025 ] Sheet [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\Std-Det\S03_E252-A_rockery.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION ROCKERY E252-A PROJECT NUMBER SHEET S03 NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 VI NP-VIIS 100(3) NO SCALE NOTE: See Note 2 See Note 2 Transverse contraction joint Longitudinal joint Tie bar Dowel bar Dowel bar PLAN PLAN PROFILE PROFILE REINFORCED MINOR CONCRETE PAVEMENT PLAIN MINOR CONCRETE PAVEMENT Traffic Traffic Transverse contraction joint 3. 2. 1. Lap longitudinal and transverse reinforcement not joints in reinforced pavement. for joints in plain minor concrete pavement as shown for Provide the same type of dowel assemblies and tie bars (typ.) 2'-0" (typ.) 12" (typ.) 2" clear (typ.) 2" clear (typ.) 2" clear (typ.) 2" clear welded wire reinforcement or No. 4 bars Slab reinforcement 4" x 4" - W6 x W6 reinforcement or No. 4 bars W6 x W6 welded wire Slab reinforcement 4" x 4" - less than 15 inches. See Standard 501-2 for joint and joint sealing details. THICKNESS PAVEMENT JOINT SPACING TRANSVERSE (in) (ft) 6 ≤ T <12 T < 6 15 10 MINOR CONCRETE PAVEMENT 501-1 FP-24, FP-14 1/2024 FLH STANDARD 6:31 AM 21 July 2025 ] Std 501-1 [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\Std-Det\S04_Std501-1.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S04 NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 VI NP-VIIS 100(3) T/3 T/3 T/3 NOTE: PLAIN - TRANSVERSE or LONGITUDINAL CONTRACTION JOINT CONSTRUCTION JOINT UNDOWELED - TRANSVERSE and UNTIED - LONGITUDINAL CONTRACTION JOINT DOWELED - TRANSVERSE CONTRACTION JOINT TIED - LONGITUDINAL CONSTRUCTION JOINT TIED BUTT - LONGITUDINAL ISOLATION/EXPANSION JOINT DOWELED - TRANSVERSE TIED BUTT - TRANSVERSE CONSTRUCTION JOINT CONSTRUCTION JOINT DOWEL BUTT - TRANSVERSE MINOR CONCRETE PAVEMENT JOINT SEALING DETAILS ISOLATION JOINT CONSTRUCTION JOINT SAWED OR FORMED JOINT UNDOWELED - LONGITUDINAL ISOLATION JOINT T/2 T/2 T/2 T/2 T/2 BAR SIZES PAVEMENT THICKNESS (T) TIE BAR DOWEL BAR DIAMETER Fixture or structure T T T T T T T T T joint filler Preformed Joint sealant Joint sealant Backer rod Fixed end Grease free end T/2 KEYWAY - LONGITUDINAL CONSTRUCTION JOINT T/2 piece connectors) (or approved two- sealing details See sawed or formed joint joint sealing details See sawed or formed joint sealing details See sawed or formed See isolation joint sealing details See isolation joint sealing details joint sealing details See construction joint sealing details See construction joint sealing details See construction joint sealing details See construction joint sealing details See construction T Dowel cap 10 < T ≤ 12 8 < T ≤ 10 T ≤ 8 1 9" 9" 9" 9" 18" 18" 18" 18" 9" 9" 18" 18" Tie bar @ 30" c-c Tie bar @ 30" c-c #6 #5 #5 (in) (in) " keyway 2 1 T/3 x 1 18" 18" Tie bar @ 30" c-c #8 Tie bar @ 12" c-c " (typ.) 8 1 " (typ.) 8 1 " (typ.) 2 1 Do not place tie bars within 15 inches of transverse joints. 4 1 1 2 1 1 Dowel bar @ 12" c-c Dowel bar @ 12" c-c Dowel bar @ 12" c-c 1. 2. 3. 4. 5. 6. 7. 8. Use epoxy-coated material for all tie bars, dowels, and other steel used in the construction of concrete pavement. Deformed reinforcing bars or hook bolts may be used for tie bars. Install isolation joints when abutting a fixed structure. Use expansion joint material extending the full depth and length of the concrete surface. Transverse and longitudinal construction joints are not included in the joint layout plan. Use transverse and longitudinal construction joints sparingly. Submit planned construction joint locations for approval. For construction joints, if tie bars and dowels are not set into concrete during placement, drill and anchor the tie bars and dowels into the existing concrete construction with epoxy resin. Maintain joint sealant shape factor of 1:1; except when silicone sealant is used maintain the width to depth shape factor of 2:1 or as recommended by sealant manufacturer. NO SCALE See Standards 501-1 or 502-1 for reinforcement details. 501-2 FP-14; FP-24 1/2024 FLH STANDARD PAVEMENT JOINTS MINOR CONCRETE 6:33 AM 21 July 2025 ] Std 501-2 [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\Std-Det\S05_Std501-2.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S05 NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 VI NP-VIIS 100(3) "R 2 1 " 2 1 5 " R 8 1 1 PLAN VIEW SECTION B-B SECTION A-A 1" R " 4 1 1 " 4 1 1 " 2 1 2 surface Pavement " 2 1 1 See Note 4 #4 reinforcing steel (typ.) 1' (typ.) " (typ.) 16 7 2 A A " 2 1 7 B B 6' - 7' 1' 1'-6" 1' 1'-6" 1' 1' " (typ.) 2 1 1 " (typ.) 2 1 " 2 1 5 PLAN VIEW C C SECTION C-C " 2 1 7 Formed hole for pin (typ.) Formed hole for pin (typ.) Formed hole for pin (typ.) 1" R 2" " 4 3 1 surface Pavement " 4 1 1 "R 2 1 2" " 8 7 " 4 1 1 " 4 1 1 2" " 8 3 4 4" " 8 7 6' - 7' 6' - 7' 90° Wheelstop W heelstop Varies 2' * obstructions as directed. * Increase distance for wall or other " 2 1 7 HEAD-ON PARKING ANGULAR PARKING Edge of pavement WHEELSTOP LAYOUT CONCRETE WHEELSTOP WITH DRAIN CONCRETE WHEELSTOP WITHOUT DRAIN Stall lines Stall lines 6" min.* 1' 1' 1'-6" (typ.) Edge of pavement NOTES: 5. 4. 3. 2. 1. 701.04(a)(2) as shown. Place grout conforming to Subsection 1 inch of ends of wheelstop. Extend the reinforcing steel to within to Subsection 609.09. Pin the wheelstops in place according approved. to meet manufacturer's standards as Variations in wheelstops will be allowed perpendicular to stall lines. Center wheelstops between and 6' - 7' 6' - 7' " 4 1 1 " 4 1 1 " 4 1 1 " 2 1 5 " elastomeric joint sealant 2 1 See Note 5 1" grout See Note 3 " elastomeric joint sealant 2 1 See Note 5 1" grout " R 8 1 1 See Note 3 See Note 4 #4 reinforcing steel (typ.) NO SCALE APPROVED FOR USE FP-24 EFLHD DETAIL 6:34 AM 21 July 2025 ] Sheet [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\Std-Det\S06_E609-03.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION CONCRETE WHEELSTOP E609-03 05/2024 PROJECT NUMBER SHEET S06 NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 VI NP-VIIS 100(3) 1/2" 1/2" 1/2" 1/2" Break-away point not in contract-field adjustment 2 1/2" A A both sides of slide 2 1/2"x 5/8" Slot thru steel tubing slide 26"x3"x4"x1/8" Rect. 26" 6" 14" 8" SUB-ASSEMBLY-SLIDE & LOCK SECTION A-A 6 1/2" 2 1/2" 7/8" 4" 2" 22 19 22 13 18 17 16 2 1/2" 22 18 16 17 19 ELEVATION PLAN VIEW VARIES 2' " 2 1 5 47" 32" 47" 54" " 2 1 2 36" 36" 8" 1A 1 13 1A 37" PLAN Edge of pavement Grade Weld around the perimeter Weld all around Fillet weld WELDING SYMBOL LEGEND 24 3 3" 6 7 8 9 5 4 12 14 14A 17 22 ELEVATION DOUBLE GATE 16 22 19 18 STRIPING AND SIGNAGE DETAIL NOTES: O.D. 18" 27 MIN. 2' 4 26 GRADE 5 3 BASE PLATE ASSEMBLY 3A 3" 2" 2" 28 Coordinate location with the CO. 3" 17 17 3A posts and rails Wrap stripe around Field cut to length name (typ.) traffic gate (2 of 2) for part See bill of materials on and road Center of gate centerline of roadway Center gate over measuring 3"x4"x8" joints and weld to slide open bottom weld 3 Sided box with top, from center at breakaway point Drill 2 1/4" o.d. holes in each face 1/2" sign schedule See plans and sign schedule See plans and Attach sub-assembly slide to gate arm by chain. Attach locking mechanism to sub-assembly slide. 4. closed/open to be attached to gate arm. Provide battery-operated, flasing red lights that can be turned on/off when the gate is 3. applied on vertical gate rails and gate post(s). Begin striping 18-inches above road surface on the gate post(s). horizontal gate rails; and have horiztonal strips alternatively red and white at 16-inch intervals measured vertically intervals measured horizontally on on both sides, have vertical stripes alternately red and white in color, at 16-inch Provide engineering grade stripe tape and apply to the gate arm(s) and gate post(s) so that it is fully retroreflectorized 2. high white rust proof paint. Coat gate post and rails with a metal primer and 1 coat of 1. NO SCALE 10:13 AM 28 July 2025 ] E619A p1 [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\Std-Det\S07-09_E619-A.dgn Sheet 1 of 3 GATE, METAL E619-A FP-24 EFLHD DETAIL OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION PROJECT NUMBER SHEET S07 NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 VI NP-VIIS 100(3) FOR POST ON RIGHT GATE POST DETAILS SHOWN DETAILS Note: crs denotes cold rolled steel POST DETAIL BASE PLATE SUPPORT PLATES TYP-STEEL POST TOP LEVELING PLATE HITCH PIN LOCKING MECHANISM PLAN - POST END OF UPPER GATE RAIL PLAN - POST END OF LOWER GATE RAIL PLAN - GATE POST ASSEMBLY ELEVATION - GATE POST ASSEMBLY BRACKET PLAN - LOWER SUPPORT SKETCH - GATE POST ASSEMBLY BILL OF MATERIALS FOR GATE Part# Part Name Description and Notes Post 1 1A Steel post top 4" x 6" x 1/4" CRS 2 5" x 2 1/4" x 5/8" Non - see detail this sheet 3 1" Steel plate - as detailed on this sheet Base plate 3A Leveling plate 1" Steel plate - as detailed on this sheet 4 Leveling studs 5 Leveling nuts Foundation connector Column footing 7 6 8 9 10 11 Gate rod Hex nut Horizontal rebar Vertical rebar 12 Vertical rail 13 Upper horizontal rail 14 Lower horizontal rail Angled rail Lower washer 15 14A 15A 16 17 18 19 Locking mechanism Slide nut Slide bolt Upper washer Slide 20 Lock box 4 Upper support brackets 4 Lower support brackets Lock enclosure 22 21A 21 24 23 Rod plate spacer Bushing 25 25A 26 27 28 Zinc washers Horizontal rebar Bushing #5 Bars, 38" long, 8" spacing 3000# Air entrained concrete 4" x 4" Square structural steel tubing 3/4" - 9 Steel hex nut 6 1/2" x 3/4" - 9-Threaded rod #5 Bars, 33" long, 8" spacing 1" - 8 Steel hex nut. weld to top of gate rod 2 1/2" x 2 1/2" x 1/8" A500 grd. b hot rolled tubing 2 1/2" x 2 1/2" x 1/8" A500 grd. b hot rolled tubing 2 1/2" x 2 1/2" x 1/8" A500 grd. b hot rolled tubing 2 1/2" x 2 1/2" x 1/8" A500 grd. b hot rolled tubing 1" Dia. teflon washer; 3/16" thick 1" Dia. zinc plated steel washer; 1/8" thick 1/2" Steel plate 2 pc assy. 1/4" - 20 Steel nylon insert locknut 1/4" - 20 x 3 1/2" Steel step bolt 26" x 3" x 4" x 1/8" Rectangular steel tubing 6" Wide #5 Bars, continuous, 8" spacing 1" ID x 2" OD zinc plated steel washer 1 1/16" I.D. X 1 9/16" O.D. X 2 1/2" Long 15/16" I.D. X 1 3/16" O.D. X 2 1/2" Long 4" 6" 46" 4" x 4" 8" 11" " 2 1 1 6 1/2" 9 1/2" " 2 1 1 1" 1" 8" 11" " 2 1 1 4" x 6" " DIA. 8 1 1 9 1/2" " 4 3 1 6" 1" 5" 2" 2 1/4" 5/8" 6" 4" 6" 1/4" 1 3/4" ID lock shackle Drill 1/2" hole for 5" 7/16" 7/8" 1/2" " 16 15 1 " 4 1 2 4" " 2 1 4" " 4 3 5 " 2 1 " 2 1 2 " 8 7 1 " 8 7 1 1" " 2 1 2 " 8 7 4 " 8 3 1 1" " 2 1 2 " 2 1 2 6" " 2 1 2 2" 4" 5" 1 1 3 2 1A 3A 24 19 21A 25 13 25A 14 25A 21A 21 23 23 15 23 1A 10 15A 11 21 25 13 21 21A 15A 14 15 21A PL PL Gaterail PFTE Washer Steel washer Steel Post 4" x 6" Rect. Steel rod Steel washer Support bracket Support bracket Support bracket Steel washer bracket Support Hitch pin " 4 3 " 4 1 1 fully retroreflectorized tape Engineering grade red and white 1" Dia. " 2 1 " O.D. x 2 16 3 1 " I.D., 16 15 Bushing Horizontal steel bar " 8 1 " x 2 1 " x 2 2 1 2 Long " 2 1 " O.D. x 2 16 9 1 " I.D., 16 1 Bushing 1 Horizontal steel bar " 8 1 " x 2 1 " x 2 2 1 2 " Long 2 1 " O.D. x 2 16 9 1 " I.D., 16 1 Bushing 1 Closed position Gate rail Open position steel rod 1" O.D. x 40" 1" Nut welded to " I.D. bushing 16 15 Upper gate rail " O.D. hole lock 8 3 PFTE Washer Lower gate rail Spacer plate " 4 1 " x 8 7 4" x 2 post Steel tubing 4" x 6" rect. Spacer plate " 4 1 " x 8 7 4" x 2 around (top) welded to post all " Steel plate 4 1 4" x 6" x 2 corners or radius, Chamfer 2 1 Hitch pin " O.D. 8 7 for Drill 15/16" Steel plate " 4 1 " x 8 7 4" x 2 " O.D. Hole 16 1 1 PFTE Washer only. " o.d. hole 16 1 receive 1 Lower support bracket to Note: deep, 2 places Score 3/16" 4" x 2 7/8" x 1/4" Steel plate. Weld to upper and lower rod support plates and post. 4" x 5" x 3/8" Steel plate drilled as shown on plans 7/8" x 5" Galv. steel hitch pin with shoulder. Score pin 2 2 places to act as shear pins. Drill 1/2" dia. hole o.c. 1/2" above hitch pin end for lock S 4 7/8" x 6" x 3/8" Steel plate cut and drilled as shown on plans. Weld to spacer and post. 3 Pc assy. (1) 8" piece 4" x 4" x 1/4" steel angle (2) pieces 4" x 4" x 1/4" steel plate. See detail on sheet 1 of 3 for assembly. 1" Dia. steel rod, 40" long, drill 1/2" dia. hole 1/2" above bottom of rod 4" x 6" Rectangular structural steel tubing or as specified NOTES: section of chain. Weld locking mechanism to slide tube with small 2. locking the gate. opening in the locking mechanism for double Manufacture a hanging clevis that fits the 1. Hanging clevis < 3/4" O.D. 29 NO SCALE 10:13 AM 28 July 2025 ] E619A p2 [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\Std-Det\S07-09_E619-A.dgn Sheet 2 of 3 GATE, METAL E619-A FP-24 EFLHD DETAIL OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION PROJECT NUMBER SHEET S08 NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 VI NP-VIIS 100(3) min. 2' SINGLE GATE min. 2' Varies Field cut to length 28 post and rails Wrap stripe around for conc. foundation See sheet 1 of 3 centerline of roadway Center gate over Gate post Gate Edge of road Gate post Gate Centerline Edge of road Locking arm Gate arm 1" I.D. pipe Weld all the way around Heavy duty chain w/ 1" links Weld chain link to post 2" Front of post 4" x 4" Post LOCKING MECHANISM PLAN (SINGLE GATE) PLAN (DOUBLE GATE) lock to front ring. to extend across gate arm and 2. Lengthen chain as necessary 1. Weld pipe and rings to post. LOCKING MECHANISM NOTES: Storage post Storage post Storage post See Note 3 (typ.) Gate post, Gate sign schedule See plans and when roadway is closed. adjacent to the gate posts on both sides of the road to prohibit ATV trespassing For the proposed double gates at Look Rock and at US 129, add 4 boulders 3. or closed position. Ensure swing arm gates are properly secured when in either the open 2. properly pointed and secured in the downstream direction of traffic. traffic only. When the gate is open, ensure that the gate arms are Ensure the gate arms rotate open in the downstream direction of 1. NOTES: NO SCALE 10:13 AM 28 July 2025 ] E619A p3 [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\Std-Det\S07-09_E619-A.dgn Sheet 3 of 3 GATE, METAL E619-A FP-24 EFLHD DETAIL OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION PROJECT NUMBER SHEET S09 NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 VI NP-VIIS 100(3) into triangular shape 1" X 3" stock cut Wood Stakes 12" - 18" 6" 10" Space fasteners at 12" centers Double row of fasteners at erosion stop. Overlap edges by 3" at 50' intervals (up slope face) 6'' deep x 6'' wide transverse trench lower blanket and anchor Place upper blanket over Overlap RECP ends 6" RECP RECP See Section A-A Erosion stop (check slot) See Step 2 See Step 1 See Note 3 Apply seed and fertilizer See Step 3 DETAIL A TYPICAL GROUND FASTENERS SECTION A-A EROSION STOP (CHECK SLOT) A Backfill with soil and tamp Fastener (typ.) No. 11 gauge wire Typical staples A SLOPE STABILIZATION WITH RECP See Detail A with ground fasteners. Stake at 36" to 60" intervals Step 3: Step 2: Step 1: the slopes as follows: Install Rolled Erosion Control Product (RECP) along INSTALLATION PROCEDURES: See Detail A. Secure RECP with wood or metal fasteners. slope. Do not stretch RECP. (in the direction of flow). Anchor at top of face Unroll and lay RECP out down slope ground. Do not track slope face. prevent the RECP from laying flush with the rocks, trash, and other material which will Grade, smooth, and compact slope. Remove NOTES: 3. 2. 1. by the manufacturer before placing RECP. Apply seed and fertilizer as recommended according to Section 625. When required, apply turf establishment installing RECP according to Section 624. When required, place topsoil before NO SCALE APPROVED FOR USE FP-24, FP-14 EFLHD DETAIL 6:37 AM 21 July 2025 ] Sheet [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\Std-Det\S10_E629-01.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION CONTROL PRODUCT (RECP) WITH ROLLED EROSION SLOPE STABILIZATION E629-01 05/2024 PROJECT NUMBER SHEET S10 NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 VI NP-VIIS 100(3) PORTABLE SIGNS FIXED ROADWAY SIGNS RURAL AREA URBAN AREA BREAKAWAY SIGN SUPPORT 4'' x 4'' 4'' x 6'' 6'' x 6'' 6'' x 8'' 1.5'' 3'' 2'' None Required D 4' 4' 5' 5' 10 20 35 50 1 Post 2 Post 3 Post 4 Post 85 50 75 70 100 165 125 Sign panel Traffic Wood post (Fixed) Holes (See Table) 1'-0'' (min.) 4'-0'' (min.) Roadway 1'-0'' (min.) Roadway 7'-0'' (min.) D 6'' D 6'' 7'-0'' (min.) D Roadway Sidewalk D 5'-0'' (min.) 6' to 12' D 6'' 4'-0'' (min.) See Notes 3 and 4 POST SIZE DIAMETER HOLE (SQFT) MAXIMUM SIGN AREA POST SIZE TABLE (min.) 6'-0'' (min.) 2'-0'' (min.) 2'-0'' NOTES: 7. 6. 5. 4. 3. 2. 1. apart. cannot be spaced a minimum of 7 feet multiple posts are required and the posts posts are considered non-breakaway if Signs requiring 6- by 6-inch and greater non-breakaway signs. Do not place holes in posts of the clearzone or shield with a barrier. to post spacing, place the sign outside breakaway design cannot be used due the Breakaway Sign Support View. If For 4- by 6-inch and greater posts, see sign mounting. Company, utility poles may be used for When approved by the CO and the Utility surface. minimum of 7 feet above the pavement feet of the sign, mount the sign a When parking is permitted within 200 supports are crashworthy. when approved. Ensure all portable sign may be mounted lower than fixed signs face in a vertical plane. Portable signs signs. Ensure sign mounts hold the sign Submit alternate details for portable All lumber dimensions are nominal. posts. or larger than 10 square feet on double Mount signs that are wider than 3 feet See Notes 6 and 7 FIXED SIGNS 4'' X 6'' AND GREATER POSTS) ( 35 M PH .. . 35 M PH .. . WORK ROAD AHEAD AHEAD DETOUR ROAD CLOSED 35 MPH CLOSED AHEAD LANE RIGHT  DETOUR NO SCALE APPROVED FOR USE FP-24, FP-14 EFLHD DETAIL 6:37 AM 21 July 2025 ] Sheet [ \\fhfl15fileserve.flhd.fhwa.dot.gov\data\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\Std-Det\S11_E635-01.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION SIGN MOUNTING TEMPORARY TRAFFIC CONTROL E635-01 06/2024 PROJECT NUMBER SHEET S11 NPS Drwg No. XXX/XXXX NPS PMIS No. 000000 VI NP-VIIS 100(3) L C -2.0% -2.0% 31.85 Des Grade = 31.35 Subgrade = 31.82 Original Grnd = ) 31.65 ' ( 10.16 ) 31.18 ' ( -8.60 -20 -10 0 10 20 20 20 30 30 40 40 340+62.00 L C 340+75.00 -20 -10 0 10 20 20 20 30 30 40 40 -2.0% -2.0% 32.64 Des Grade = 32.14 Subgrade = 32.59 Original Grnd = 9.00' (32.47) -9.40' (32.30) L C 341+00.00 -20 -10 0 10 20 20 20 30 30 40 40 -2.0% -2.0% -2.0% 32.73 Des Grade = 32.23 Subgrade = 32.39 Original Grnd = ) 32.50 ' ( 11.39 ) 32.54 ' ( -9.42 L C 341+25.00 -20 -10 0 10 20 20 20 30 30 40 40 -2.0% -2.0% 32.07 Des Grade = 31.57 Subgrade = 31.74 Original Grnd = 8.83' (31.90) -9.73' (31.87) L C 341+50.00 -20 -10 0 10 20 20 20 30 30 40 40 -2.0% -2.0% 31.41 Des Grade = 30.91 Subgrade = 31.16 Original Grnd = ) 31.31 ' ( 7.09 ) 31.22 ' ( -9.48 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS SCHEDULE B (340+62 TO 341+75) 341+75.00 -20 -10 0 10 20 20 20 30 30 40 40 -2.0% -2.0% 30.75 Des Grade = 30.25 Subgrade = 30.57 Original Grnd = ) 30.72 ' ( 7.18 ) 30.56 ' ( -9.37 11:10 AM 22 May 2025 ] Lameshure_Hor_Ali - 34062.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T33_VIIS 100(3)_Lameshur Rd_XS.dgn 11:10 AM 22 May 2025 11:10 AM 22 May 2025 T01 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 342+00.00 -20 -10 0 10 20 20 20 30 30 40 40 -2.0% -2.0% 29.95 Des Grade = 29.45 Subgrade = 29.76 Original Grnd = ) 29.80 ' ( 7.43 ) 29.75 ' ( -9.63 L C 342+25.00 -20 -10 0 10 20 20 20 30 30 40 40 -2.0% -2.0% 29.05 Des Grade = 28.55 Subgrade = 28.73 Original Grnd = ) 28.89 ' ( 7.89 ) 28.86 ' ( -9.22 L C 342+50.00 -20 -10 0 10 20 20 20 30 30 40 40 -2.0% -2.0% -2.0% 28.43 Des Grade = 27.93 Subgrade = 28.05 Original Grnd = ) 28.27 ' ( 7.69 ) 28.20 ' ( -11.36 L C 342+75.00 -20 -10 0 10 20 20 20 30 30 40 40 -2.0% -2.0% -2.0% 28.61 Des Grade = 28.11 Subgrade = 28.36 Original Grnd = ) 28.42 ' ( 9.52 ) 28.34 ' ( -13.66 L C 343+00.00 -20 -10 0 10 20 20 20 30 30 -2.0% -2.0% -2.0% 29.32 Des Grade = 28.82 Subgrade = 28.88 Original Grnd = ) 29.10 ' ( 10.73 ) 29.05 ' ( -13.43 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS SCHEDULE B (342+00 TO 343+25) 343+25.00 -20 -10 0 10 20 20 20 30 30 -2.0% -2.0% -2.0% -2.0% 30.07 Des Grade = 29.57 Subgrade = 29.83 Original Grnd = ) 29.82 ' ( 12.45 ) 29.82 ' ( -12.67 3:54 PM 28 March 2025 ] Lameshure_Hor_Ali - 34175.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T33_VIIS 100(3)_Lameshur Rd_XS.dgn 3:54 PM 28 March 2025 3:54 PM 28 March 2025 T02 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 343+50.00 -20 -10 0 10 20 20 20 30 30 40 40 -2.0% -2.0% -2.0% 30.95 Des Grade = 30.45 Subgrade = 30.57 Original Grnd = ) 30.75 ' ( 10.00 ) 30.59 ' ( -18.27 L C 343+67.00 -20 -10 0 10 20 20 20 30 30 40 40 -3.2% -0.5% -2.8% -0.6% 32.17 Des Grade = 31.67 Subgrade = 32.15 Original Grnd = ) 31.95 ' ( 11.05 ) 31.85 ' ( -15.76 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS SCHEDULE B (343+50 TO 343+78.33) 343+78.33 -20 -10 0 10 20 20 20 30 30 40 40 +7.0% -7.0% 33.23 Des Grade = 32.73 Subgrade = 33.23 Original Grnd = ) 32.82 ' ( 7.17 ) 33.63 ' ( -7.22 4:37 PM 2 April 2025 ] Lameshure_Hor_Ali - 34275.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T33_VIIS 100(3)_Lameshur Rd_XS.dgn 4:37 PM 2 April 2025 4:37 PM 2 April 2025 T03 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 346+18.10 -20 -10 0 10 20 50 50 60 60 70 70 80 80 +7.0% -7.0% 67.24 Des Grade = 66.74 Subgrade = 67.24 Original Grnd = ) 66.93 ' ( 7.36 ) 67.68 ' ( -7.12 L C 346+25.00 -20 -10 0 10 20 50 50 60 60 70 70 80 80 -2.0% -2.0% 67.99 Des Grade = 67.49 Subgrade = 67.73 Original Grnd = ) 67.81 ' ( 9.15 ) 67.71 ' ( -9.37 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS SCHEDULE B (346+18.10 TO 346+50) 346+50.00 -20 -10 0 10 20 50 50 60 60 70 70 80 80 90 90 -2.0% -2.0% 70.74 Des Grade = 70.24 Subgrade = 69.53 Original Grnd = ) 70.54 ' ( 10.15 ) 70.09 ' ( -7.76 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 34618.10 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T04 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 346+75.00 -20 -10 0 10 20 50 50 60 60 70 70 80 80 90 90 -2.0% -2.0% 73.47 Des Grade = 72.97 Subgrade = 72.30 Original Grnd = ) 74.03 ' ( 10.41 ) 72.98 ' ( -7.54 L C 347+00.00 -20 -10 0 10 20 60 60 70 70 80 80 90 90 -2.0% -2.0% 76.20 Des Grade = 75.70 Subgrade = 75.00 Original Grnd = ) 78.01 ' ( 10.90 ) 75.78 ' ( -7.42 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS SCHEDULE B (346+75 TO 347+25) 347+25.00 -20 -10 0 10 20 60 60 70 70 80 80 90 90 100 100 -2.0% -2.0% 78.90 Des Grade = 78.40 Subgrade = 77.45 Original Grnd = ) 78.74 ' ( 7.91 ) 78.47 ' ( -7.93 4:03 PM 21 February 2025 ] Lameshure_Hor_Ali - 34675.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 4:03 PM 21 February 2025 4:03 PM 21 February 2025 T05 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 347+50.00 -20 -10 0 10 20 60 60 70 70 80 80 90 90 100 100 -2.0% -2.0% 81.58 Des Grade = 81.08 Subgrade = 80.90 Original Grnd = ) 81.40 ' ( 8.94 ) 81.41 ' ( -8.06 L C 347+75.00 -20 -10 0 10 20 70 70 80 80 90 90 100 100 -2.0% -2.0% 84.23 Des Grade = 83.73 Subgrade = 83.56 Original Grnd = ) 84.02 ' ( 10.48 ) 83.63 ' ( -8.22 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS SCHEDULE B (347+50 TO 348+00) 348+00.00 -20 -10 0 10 20 70 70 80 80 90 90 100 100 -2.0% -2.0% -2.0% 86.87 Des Grade = 86.37 Subgrade = 86.14 Original Grnd = ) 86.64 ' ( 11.62 ) 86.70 ' ( -8.46 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 34750.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T06 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 348+25.00 -20 -10 0 10 20 70 70 80 80 90 90 100 100 -2.0% -2.0% -2.0% 89.49 Des Grade = 88.99 Subgrade = 88.67 Original Grnd = ) 89.25 ' ( 11.68 ) 89.30 ' ( -9.15 L C 348+50.00 -20 -10 0 10 20 80 80 90 90 100 100 110 110 -2.0% -2.0% -2.0% 92.10 Des Grade = 91.60 Subgrade = 91.36 Original Grnd = ) 91.87 ' ( 11.73 ) 91.92 ' ( -9.05 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS SCHEDULE B (348+25 TO 348+75) 348+75.00 -20 -10 0 10 20 80 80 90 90 100 100 110 110 -2.0% -2.0% -2.0% 94.51 Des Grade = 94.01 Subgrade = 93.62 Original Grnd = ) 94.26 ' ( 12.14 ) 94.35 ' ( -7.90 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 34825.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T07 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 349+00.00 -20 -10 0 10 20 80 80 90 90 100 100 110 110 -2.0% -2.0% 96.57 Des Grade = 96.07 Subgrade = 95.88 Original Grnd = ) 96.36 ' ( 10.55 ) 96.42 ' ( -7.56 L C 349+25.00 -20 -10 0 10 20 80 80 90 90 100 100 110 110 -2.0% -2.0% 98.29 Des Grade = 97.79 Subgrade = 97.57 Original Grnd = ) 98.13 ' ( 8.18 ) 98.13 ' ( -8.07 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR RAOD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS SCHEDULE B (349+00 TO 349+68) 349+50.00 -20 -10 0 10 20 80 80 90 90 100 100 110 110 -2.0% -2.0% 99.83 Des Grade = 99.33 Subgrade = 99.27 Original Grnd = ) 99.83 ' ( 7.16 ) 99.53 ' ( -7.47 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 34900.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T08 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS SCHEDULE B (349+68) 349+68.00 -20 -10 0 10 20 80 80 90 90 100 100 110 110 120 120 -2.0% -2.0% 100.94 Des Grade = 100.44 Subgrade = 100.94 Original Grnd = ) 101.44 ' ( 7.64 ) 98.50 ' ( -10.06 4:37 PM 2 April 2025 ] Lameshure_Hor_Ali - 34968.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T33_VIIS 100(3)_Lameshur Rd_XS.dgn 4:37 PM 2 April 2025 4:37 PM 2 April 2025 T09 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 362+84.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 12.00 Des Grade = 11.50 Subgrade = 12.00 Original Grnd = ) 12.04 ' ( 6.33 -10.68' (11.79) L C 363+00.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.32 Des Grade = 9.82 Subgrade = 10.23 Original Grnd = ) 10.40 ' ( 6.40 ) 10.41 ' ( -6.21 L C 363+25.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.30 Des Grade = 8.80 Subgrade = 9.05 Original Grnd = ) 9.15 ' ( 6.12 ) 9.10 ' ( -6.16 L C 363+50.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.09 Des Grade = 8.59 Subgrade = 8.31 Original Grnd = ) 8.39 ' ( 7.15 ) 8.43 ' ( -7.07 L C 363+75.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 8.31 Des Grade = 7.81 Subgrade = 7.58 Original Grnd = ) 8.13 ' ( 6.07 ) 7.85 ' ( -6.74 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 362+84 TO 364+00 364+00.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% +1.7% 6.77 Des Grade = 6.27 Subgrade = 5.77 Original Grnd = ) 6.04 ' ( 7.67 ) 6.40 ' ( -6.50 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 36284.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T10 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 364+25.00 -20 -10 0 10 20 0 0 10 10 -2.0% +0.9% 6.90 Des Grade = 6.40 Subgrade = 6.06 Original Grnd = ) 5.99 ' ( 7.86 ) 6.49 ' ( -6.65 L C 364+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 7.99 Des Grade = 7.49 Subgrade = 7.26 Original Grnd = ) 7.34 ' ( 7.05 ) 7.40 ' ( -6.94 L C 364+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 7.43 Des Grade = 6.93 Subgrade = 6.73 Original Grnd = ) 6.70 ' ( 7.15 ) 6.60 ' ( -7.49 L C 365+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 6.77 Des Grade = 6.27 Subgrade = 5.85 Original Grnd = ) 6.22 ' ( 6.86 ) 6.29 ' ( -6.72 L C 365+25.00 -20 -10 0 10 20 0 0 10 10 -2.0% +2.0% 6.45 Des Grade = 5.45 Subgrade = 5.51 Original Grnd = L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 364+25 TO 365+50 365+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -0.9% 6.60 Des Grade = 6.10 Subgrade = 5.72 Original Grnd = ) 6.24 ' ( 6.62 ) 6.17 ' ( -6.64 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 36425.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T11 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 365+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 6.74 Des Grade = 6.24 Subgrade = 5.79 Original Grnd = ) 6.36 ' ( 6.53 ) 6.05 ' ( -7.15 L C 366+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 6.75 Des Grade = 6.25 Subgrade = 6.09 Original Grnd = ) 6.41 ' ( 6.43 ) 5.62 ' ( -8.02 L C 366+25.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 6.70 Des Grade = 6.20 Subgrade = 5.27 Original Grnd = ) 6.31 ' ( 6.48 ) 5.50 ' ( -8.22 L C 366+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 6.65 Des Grade = 6.15 Subgrade = 5.60 Original Grnd = ) 6.06 ' ( 6.95 ) 5.47 ' ( -8.12 L C 366+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 6.60 Des Grade = 6.10 Subgrade = 4.85 Original Grnd = ) 5.70 ' ( 7.52 ) 5.21 ' ( -8.58 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 365+75 TO 367+00 367+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 6.51 Des Grade = 6.01 Subgrade = 5.41 Original Grnd = ) 5.81 ' ( 7.17 ) 5.64 ' ( -7.49 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 36575.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T12 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L CL C 367+25.00 -20 -10 0 10 20 0 0 10 10 5.55 Original Grnd = L CL C 367+50.00 -20 -10 0 10 20 0 0 10 10 5.23 Original Grnd = L C 367+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 5.61 Des Grade = 5.11 Subgrade = 5.56 Original Grnd = ) 5.95 ' ( 6.93 ) 5.42 ' ( -6.15 L C 368+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 6.22 Des Grade = 5.72 Subgrade = 6.08 Original Grnd = ) 6.53 ' ( 6.87 ) 5.83 ' ( -6.54 L C 368+25.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 6.83 Des Grade = 6.33 Subgrade = 6.32 Original Grnd = ) 6.53 ' ( 6.32 ) 6.18 ' ( -7.09 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 367+25 TO 368+50 368+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 7.43 Des Grade = 6.93 Subgrade = 6.46 Original Grnd = ) 6.89 ' ( 6.85 ) 6.46 ' ( -7.70 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 36725.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T13 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 368+75.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 8.04 Des Grade = 7.54 Subgrade = 6.95 Original Grnd = ) 7.47 ' ( 6.86 ) 6.90 ' ( -8.09 L C 369+00.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 8.65 Des Grade = 8.15 Subgrade = 7.54 Original Grnd = ) 8.00 ' ( 7.05 ) 7.51 ' ( -8.03 L C 369+25.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.26 Des Grade = 8.76 Subgrade = 8.22 Original Grnd = ) 8.75 ' ( 6.76 ) 7.93 ' ( -8.41 L C 369+50.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.75 Des Grade = 9.25 Subgrade = 9.10 Original Grnd = ) 9.18 ' ( 6.89 ) 8.83 ' ( -7.60 L C 369+75.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.98 Des Grade = 9.48 Subgrade = 9.34 Original Grnd = ) 9.58 ' ( 6.58 ) 9.13 ' ( -7.44 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 368+75 TO 370+00 370+00.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.08 Des Grade = 9.58 Subgrade = 9.44 Original Grnd = ) 9.95 ' ( 6.04 ) 9.47 ' ( -6.98 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 36875.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T14 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 370+25.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.19 Des Grade = 9.69 Subgrade = 9.42 Original Grnd = ) 9.96 ' ( 6.15 ) 9.20 ' ( -7.78 L C 370+50.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.29 Des Grade = 9.79 Subgrade = 9.06 Original Grnd = ) 9.90 ' ( 6.52 ) 8.95 ' ( -8.43 L C 370+75.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.39 Des Grade = 9.89 Subgrade = 9.09 Original Grnd = ) 9.92 ' ( 6.69 ) 9.23 ' ( -8.07 L C 371+00.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.49 Des Grade = 9.99 Subgrade = 9.11 Original Grnd = ) 9.94 ' ( 6.86 ) 9.51 ' ( -7.71 L C 371+25.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.59 Des Grade = 10.09 Subgrade = 9.26 Original Grnd = ) 10.14 ' ( 6.66 ) 9.61 ' ( -7.72 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 370+25 TO 371+50 371+50.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.69 Des Grade = 10.19 Subgrade = 9.41 Original Grnd = ) 10.34 ' ( 6.46 ) 9.70 ' ( -7.73 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 37025.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T15 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 371+75.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.79 Des Grade = 10.29 Subgrade = 9.57 Original Grnd = ) 10.09 ' ( 7.20 ) 9.68 ' ( -7.93 L C 372+00.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.89 Des Grade = 10.39 Subgrade = 10.04 Original Grnd = ) 10.16 ' ( 7.22 ) 10.17 ' ( -9.17 L C 372+25.00 -40 -30 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.96 Des Grade = 10.46 Subgrade = 10.25 Original Grnd = ) 10.32 ' ( 7.06 ) 9.36 ' ( -32.53 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 371+75 TO 372+50 372+50.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.89 Des Grade = 10.39 Subgrade = 10.14 Original Grnd = ) 10.34 ' ( 6.87 ) 10.21 ' ( -17.59 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 37175.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T16 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 372+75.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.69 Des Grade = 10.19 Subgrade = 9.95 Original Grnd = ) 10.02 ' ( 7.09 ) 10.11 ' ( -7.30 L C 373+00.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.47 Des Grade = 9.97 Subgrade = 9.69 Original Grnd = ) 9.87 ' ( 6.96 ) 10.21 ' ( -6.28 L C 373+25.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.25 Des Grade = 9.75 Subgrade = 9.18 Original Grnd = ) 9.50 ' ( 7.29 ) 9.84 ' ( -6.56 L C 373+50.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.04 Des Grade = 9.54 Subgrade = 9.31 Original Grnd = ) 9.43 ' ( 6.98 ) 9.34 ' ( -7.15 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 372+75 TO 373+75 373+75.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.82 Des Grade = 9.32 Subgrade = 8.88 Original Grnd = ) 9.24 ' ( 6.93 ) 8.88 ' ( -7.65 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 37250.00-1 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T17 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 374+00.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.61 Des Grade = 9.11 Subgrade = 8.71 Original Grnd = ) 9.00 ' ( 6.98 ) 8.88 ' ( -7.22 L C 374+25.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.48 Des Grade = 8.98 Subgrade = 8.52 Original Grnd = ) 8.75 ' ( 7.21 ) 8.40 ' ( -7.90 L C 374+50.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% +2.0% 9.42 Des Grade = 8.42 Subgrade = 8.67 Original Grnd = ) 9.59 ' ( 8.27 L C 374+75.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -0.9% 9.43 Des Grade = 8.93 Subgrade = 8.74 Original Grnd = ) 9.04 ' ( 6.69 ) 8.61 ' ( -7.40 L C 375+00.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.45 Des Grade = 8.95 Subgrade = 8.32 Original Grnd = ) 9.00 ' ( 6.66 ) 8.16 ' ( -8.35 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 374+00 TO 375+25 375+25.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.47 Des Grade = 8.97 Subgrade = 8.39 Original Grnd = ) 8.96 ' ( 6.82 ) 8.47 ' ( -7.70 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 37400.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T18 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 375+50.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.48 Des Grade = 8.98 Subgrade = 8.36 Original Grnd = ) 8.92 ' ( 6.90 ) 7.55 ' ( -9.62 L C 375+75.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.50 Des Grade = 9.00 Subgrade = 8.77 Original Grnd = ) 9.09 ' ( 6.64 ) 8.71 ' ( -7.27 L C 376+00.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.52 Des Grade = 9.02 Subgrade = 8.79 Original Grnd = ) 8.86 ' ( 7.07 ) 8.82 ' ( -7.15 L C 376+25.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.53 Des Grade = 9.03 Subgrade = 8.84 Original Grnd = ) 9.04 ' ( 6.75 ) 8.91 ' ( -7.00 L C 376+50.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.55 Des Grade = 9.05 Subgrade = 8.89 Original Grnd = ) 9.21 ' ( 6.44 ) 9.00 ' ( -6.86 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 375+50 TO 376+75 376+75.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.57 Des Grade = 9.07 Subgrade = 8.82 Original Grnd = ) 9.22 ' ( 6.45 ) 8.90 ' ( -7.09 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 37550.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T19 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 377+00.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.59 Des Grade = 9.09 Subgrade = 8.69 Original Grnd = ) 9.25 ' ( 6.43 ) 8.79 ' ( -7.35 L C 377+25.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.74 Des Grade = 9.24 Subgrade = 8.99 Original Grnd = ) 9.39 ' ( 6.43 ) 8.77 ' ( -7.74 L C 377+50.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.08 Des Grade = 9.58 Subgrade = 9.02 Original Grnd = ) 9.69 ' ( 6.55 ) 9.05 ' ( -7.82 L C 377+75.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 10.20 Des Grade = 9.70 Subgrade = 9.45 Original Grnd = ) 10.01 ' ( 6.15 ) 9.33 ' ( -7.52 L C 378+00.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.86 Des Grade = 9.36 Subgrade = 9.12 Original Grnd = ) 9.39 ' ( 6.68 ) 8.65 ' ( -8.18 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 377+00 TO 378+25 378+25.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 9.26 Des Grade = 8.76 Subgrade = 8.57 Original Grnd = ) 8.95 ' ( 6.34 ) 8.49 ' ( -7.33 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 37700.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T20 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 378+50.00 -20 -10 0 10 20 0 0 10 10 20 20 -2.0% -2.0% 8.66 Des Grade = 8.16 Subgrade = 7.92 Original Grnd = ) 8.28 ' ( 6.53 ) 7.66 ' ( -7.77 L C 378+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 7.80 Des Grade = 7.30 Subgrade = 7.24 Original Grnd = ) 7.58 ' ( 6.58 ) 6.86 ' ( -7.63 L C 379+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 6.76 Des Grade = 6.26 Subgrade = 6.57 Original Grnd = ) 7.06 ' ( 6.83 ) 6.52 ' ( -6.24 L C 379+25.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 5.64 Des Grade = 5.14 Subgrade = 5.57 Original Grnd = ) 5.78 ' ( 6.53 ) 5.59 ' ( -6.25 L C 379+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 4.82 Des Grade = 4.32 Subgrade = 4.82 Original Grnd = ) 4.91 ' ( 6.42 ) 4.75 ' ( -6.04 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 378+50 TO 379+75 379+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 5.09 Des Grade = 4.59 Subgrade = 5.00 Original Grnd = ) 5.20 ' ( 6.47 ) 5.18 ' ( -6.21 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 37850.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T21 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 380+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 5.97 Des Grade = 5.47 Subgrade = 5.45 Original Grnd = ) 5.81 ' ( 6.07 ) 5.57 ' ( -6.55 L C 380+25.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 6.83 Des Grade = 6.33 Subgrade = 6.20 Original Grnd = ) 6.67 ' ( 6.08 ) 5.79 ' ( -7.85 L C 380+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 7.42 Des Grade = 6.92 Subgrade = 6.35 Original Grnd = ) 6.99 ' ( 6.63 ) 6.12 ' ( -8.37 L C 380+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 7.58 Des Grade = 7.08 Subgrade = 6.54 Original Grnd = ) 7.06 ' ( 6.81 ) 6.24 ' ( -8.46 L C 381+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 7.69 Des Grade = 7.19 Subgrade = 6.68 Original Grnd = ) 7.06 ' ( 7.02 ) 5.76 ' ( -9.63 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 380+00 TO 381+25 381+25.00 -20 -10 0 10 20 0 0 10 10 7.02 Original Grnd = 9:10 AM 31 March 2025 ] Lameshure_Hor_Ali - 38000.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T33_VIIS 100(3)_Lameshur Rd_XS.dgn 9:10 AM 31 March 2025 9:10 AM 31 March 2025 T22 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 381+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 7.46 Des Grade = 6.96 Subgrade = 6.22 Original Grnd = ) 6.51 ' ( 7.66 ) 6.59 ' ( -7.52 L CL C 381+75.00 -20 -10 0 10 20 30 40 0 0 10 10 6.21 Original Grnd = L C 50 382+00.00 -20 -10 0 10 20 30 40 0 0 10 10 -2.0% -2.0% 7.57 Des Grade = 7.07 Subgrade = 6.82 Original Grnd = ) 6.97 ' ( 40.42 ) 6.71 ' ( -7.47 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 381+50 TO 382+25 382+25.00 -20 -10 0 10 20 30 40 0 0 10 10 -2.0% -2.0% 6.99 Des Grade = 6.49 Subgrade = 6.88 Original Grnd = ) 6.77 ' ( 25.63 ) 6.60 ' ( -6.53 9:10 AM 31 March 2025 ] Lameshure_Hor_Ali - 38150.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T33_VIIS 100(3)_Lameshur Rd_XS.dgn 9:10 AM 31 March 2025 9:10 AM 31 March 2025 T23 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 382+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 6.86 Des Grade = 6.36 Subgrade = 6.57 Original Grnd = ) 6.96 ' ( 6.45 ) 6.62 ' ( -6.24 L C 382+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 7.86 Des Grade = 7.36 Subgrade = 7.40 Original Grnd = ) 7.81 ' ( 6.19 ) 7.24 ' ( -7.01 L C 383+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 8.67 Des Grade = 8.17 Subgrade = 8.24 Original Grnd = ) 8.42 ' ( 6.27 ) 8.24 ' ( -6.63 L C 383+25.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 9.09 Des Grade = 8.59 Subgrade = 8.06 Original Grnd = ) 8.30 ' ( 7.34 ) 8.44 ' ( -7.06 L C 383+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 9.15 Des Grade = 8.65 Subgrade = 8.14 Original Grnd = ) 8.43 ' ( 7.20 ) 8.05 ' ( -7.96 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 382+50 TO 383+75 383+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 8.80 Des Grade = 8.30 Subgrade = 7.67 Original Grnd = ) 8.34 ' ( 6.68 ) 7.83 ' ( -7.69 9:09 AM 31 March 2025 ] Lameshure_Hor_Ali - 38250.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T33_VIIS 100(3)_Lameshur Rd_XS.dgn 9:09 AM 31 March 2025 9:09 AM 31 March 2025 T24 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 384+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 8.25 Des Grade = 7.75 Subgrade = 7.49 Original Grnd = ) 8.01 ' ( 6.25 ) 7.33 ' ( -7.59 L C 384+25.00 -20 -10 0 10 20 0 0 10 10 -2.0% +2.0% 7.95 Des Grade = 6.95 Subgrade = 7.09 Original Grnd = 6.90' (7.63) ) 7.03 ' ( -7.60 L C 384+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% +0.7% 7.98 Des Grade = 7.48 Subgrade = 7.01 Original Grnd = ) 7.68 ' ( 6.68 ) 7.34 ' ( -7.04 L C 384+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 8.09 Des Grade = 7.59 Subgrade = 7.42 Original Grnd = ) 8.17 ' ( 6.34 ) 7.54 ' ( -6.93 L C 385+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 8.20 Des Grade = 7.70 Subgrade = 7.44 Original Grnd = ) 8.09 ' ( 6.02 ) 7.57 ' ( -7.01 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 384+00 TO 385+25 385+25.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 8.26 Des Grade = 7.76 Subgrade = 7.49 Original Grnd = ) 7.91 ' ( 6.48 ) 7.54 ' ( -7.20 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 38400.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T25 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 385+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 8.08 Des Grade = 7.58 Subgrade = 7.55 Original Grnd = ) 7.67 ' ( 6.58 ) 7.94 ' ( -6.03 L C 385+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 7.66 Des Grade = 7.16 Subgrade = 6.83 Original Grnd = ) 7.24 ' ( 6.60 ) 7.65 ' ( -6.47 L C 386+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 7.22 Des Grade = 6.72 Subgrade = 5.70 Original Grnd = ) 6.73 ' ( 6.75 ) 6.77 ' ( -6.67 L C 386+25.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 6.78 Des Grade = 6.28 Subgrade = 6.30 Original Grnd = ) 6.64 ' ( 6.06 ) 6.44 ' ( -6.48 L C 386+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 6.34 Des Grade = 5.84 Subgrade = 5.68 Original Grnd = ) 6.19 ' ( 6.06 ) 6.09 ' ( -6.26 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 385+50 TO 386+75 386+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 5.90 Des Grade = 5.40 Subgrade = 4.67 Original Grnd = ) 5.33 ' ( 6.85 ) 5.18 ' ( -7.25 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 38550.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T26 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 387+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 5.46 Des Grade = 4.96 Subgrade = 5.11 Original Grnd = ) 5.25 ' ( 6.18 ) 5.31 ' ( -6.05 L C 387+25.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 5.02 Des Grade = 4.52 Subgrade = 4.10 Original Grnd = ) 4.46 ' ( 6.82 ) 4.54 ' ( -6.78 L C 387+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 4.58 Des Grade = 4.08 Subgrade = 3.77 Original Grnd = ) 4.31 ' ( 6.30 ) 4.25 ' ( -6.41 L C 387+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 4.14 Des Grade = 3.64 Subgrade = 3.62 Original Grnd = ) 4.06 ' ( 6.13 ) 4.28 ' ( -6.33 L C 388+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% +0.7% 3.78 Des Grade = 3.28 Subgrade = 2.62 Original Grnd = ) 3.07 ' ( 7.50 ) 2.88 ' ( -7.57 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 387+00 TO 388+25 388+25.00 -20 -10 0 10 20 0 0 10 10 -2.0% +2.0% 3.75 Des Grade = 2.75 Subgrade = 3.21 Original Grnd = 6.79' (3.47) ) 3.20 ' ( -6.86 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 38700.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T27 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 388+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 3.96 Des Grade = 3.46 Subgrade = 4.28 Original Grnd = ) 4.28 ' ( 6.88 ) 4.12 ' ( -6.28 L C 388+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 4.19 Des Grade = 3.69 Subgrade = 3.57 Original Grnd = ) 3.83 ' ( 6.47 ) 3.92 ' ( -6.29 L C 389+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 4.20 Des Grade = 3.70 Subgrade = 3.20 Original Grnd = ) 3.66 ' ( 6.84 ) 3.36 ' ( -7.44 L C 389+25.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 3.79 Des Grade = 3.29 Subgrade = 3.23 Original Grnd = ) 3.15 ' ( 7.05 ) 3.14 ' ( -7.06 L C 389+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 3.18 Des Grade = 2.68 Subgrade = 2.08 Original Grnd = ) 2.77 ' ( 6.58 ) 2.53 ' ( -7.06 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 388+50 TO 389+75 389+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% +0.7% 2.82 Des Grade = 2.32 Subgrade = 2.06 Original Grnd = ) 2.50 ' ( 6.76 ) 2.04 ' ( -7.28 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 38850.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T28 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 390+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% +2.0% 2.77 Des Grade = 1.77 Subgrade = 2.24 Original Grnd = 7.11' (2.34) ) 2.04 ' ( -7.21 L C 390+25.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 2.82 Des Grade = 2.32 Subgrade = 2.31 Original Grnd = ) 2.53 ' ( 6.39 ) 1.98 ' ( -7.37 L C 390+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 2.86 Des Grade = 2.36 Subgrade = 2.42 Original Grnd = ) 2.88 ' ( 6.27 ) 2.07 ' ( -7.33 L C 390+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 2.90 Des Grade = 2.40 Subgrade = 2.41 Original Grnd = ) 2.89 ' ( 6.24 ) 1.90 ' ( -7.73 L C 391+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 2.95 Des Grade = 2.45 Subgrade = 2.31 Original Grnd = ) 2.81 ' ( 6.04 ) 1.70 ' ( -8.25 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 390+00 TO 391+25 391+25.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 2.99 Des Grade = 2.49 Subgrade = 2.14 Original Grnd = ) 2.63 ' ( 6.51 ) 1.53 ' ( -8.65 3:57 PM 5 February 2025 ] Lameshure_Hor_Ali - 39000.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T32_VIIS 100(3)_Lameshur Rd_XS.dgn 3:57 PM 5 February 2025 3:57 PM 5 February 2025 T29 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 391+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 3.04 Des Grade = 2.54 Subgrade = 2.16 Original Grnd = ) 2.63 ' ( 6.57 ) 1.90 ' ( -8.02 L C 391+75.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 3.08 Des Grade = 2.58 Subgrade = 2.42 Original Grnd = ) 2.81 ' ( 6.28 ) 2.07 ' ( -7.80 L C 392+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 3.12 Des Grade = 2.62 Subgrade = 2.19 Original Grnd = ) 2.89 ' ( 6.23 ) 2.24 ' ( -7.52 L C 392+25.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 3.20 Des Grade = 2.70 Subgrade = 2.70 Original Grnd = ) 2.99 ' ( 6.20 ) 2.79 ' ( -6.56 L C 392+50.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 3.86 Des Grade = 3.36 Subgrade = 3.17 Original Grnd = ) 3.56 ' ( 6.37 ) 3.08 ' ( -7.33 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 391+50 TO 392+75 392+75.00 -40 -30 -20 -10 0 10 0 0 10 10 -0.7% +3.1% 5.32 Des Grade = 4.82 Subgrade = 4.53 Original Grnd = ) 4.97 ' ( 7.10 ) 5.08 ' ( -36.73 4:14 PM 29 April 2025 ] Lameshure_Hor_Ali - 39150.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T33_VIIS 100(3)_Lameshur Rd_XS.dgn 4:14 PM 29 April 2025 4:14 PM 29 April 2025 T30 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L CL C 393+25.00 -10 0 10 20 30 40 50 0 0 10 10 20 20 -4.0% +4.0% 8.06 Des Grade = 7.56 Subgrade = 7.66 Original Grnd = ) 13.29 ' ( 33.86 ) 8.41 ' ( -7.76 1:4 L C 392+87.38 -20 -10 0 10 20 30 40 50 0 0 10 10 20 20 -3.7% +4.0% 1:2.1 6.16 Des Grade = 5.66 Subgrade = 5.55 Original Grnd = ) 14.81 ' ( 32.24 ) 5.63 ' ( -14.52 L C 393+35.77 -20 -10 0 10 20 30 40 50 0 0 10 10 20 20 -4.0% +4.0% 1:4.4 8.33 Des Grade = 7.83 Subgrade = 7.66 Original Grnd = ) 13.42 ' ( 33.84 ) 8.99 ' ( -8.72 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 392+90 TO 393+35.78 393+00.00 -20 -10 0 10 20 30 40 50 0 0 10 10 20 20 1:3 -3.3% +4.0% 1:2.6 6.96 Des Grade = 6.46 Subgrade = 6.50 Original Grnd = ) 15.06 ' ( 33.42 ) 8.98 ' ( -13.69 4:08 PM 29 April 2025 ] Lameshure_Hor_Ali - 39290.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T33_VIIS 100(3)_Lameshur Rd_XS.dgn 4:08 PM 29 April 2025 4:08 PM 29 April 2025 T31 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 393+50.00 -20 -10 0 10 20 0 0 10 10 20 20 -4.0% +4.0% 8.49 Des Grade = 7.99 Subgrade = 7.64 Original Grnd = ) 8.46 ' ( 6.54 ) 8.38 ' ( -6.13 L C 393+62.00 -10 0 10 20 30 40 50 0 0 10 10 20 20 -4.0% +4.0% 8.45 Des Grade = 7.95 Subgrade = 7.63 Original Grnd = ) 8.46 ' ( 6.48 ) 8.27 ' ( -6.05 L C 393+75.00 -10 0 10 20 30 40 50 0 0 10 10 20 20 -4.0% +4.0% 8.35 Des Grade = 7.85 Subgrade = 7.61 Original Grnd = ) 9.76 ' ( 30.41 ) 8.34 ' ( -6.23 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 393+50 TO 393+80 393+80.00 -10 0 10 20 30 40 50 0 0 10 10 20 20 -2.0% -2.0% 8.31 Des Grade = 7.81 Subgrade = 7.60 Original Grnd = ) 8.20 ' ( 6.71 ) 8.37 ' ( -6.30 4:00 PM 29 April 2025 ] Lameshure_Hor_Ali - 39350.00-1 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T33_VIIS 100(3)_Lameshur Rd_XS.dgn 4:00 PM 29 April 2025 4:00 PM 29 April 2025 T32 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3) L C 394+00.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 8.15 Des Grade = 7.65 Subgrade = 8.88 Original Grnd = ) 8.33 ' ( 6.58 ) 8.44 ' ( -6.41 L C NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LAMESHUR ROAD VIRGIN ISLANDS NATIONAL PARK CROSS SECTIONS (SCHEDULE A) 394+00 TO 394+10 394+10.00 -20 -10 0 10 20 0 0 10 10 -2.0% -2.0% 8.08 Des Grade = 7.58 Subgrade = 8.08 Original Grnd = ) 8.07 ' ( 6.23 ) 8.56 ' ( -6.61 4:00 PM 29 April 2025 ] Lameshure_Hor_Ali - 39400.00 [Sheet] [ M:\PROJECTS\viis\st_john\100(3)\HWY_DES\CADD\T01-T33_VIIS 100(3)_Lameshur Rd_XS.dgn 4:00 PM 29 April 2025 4:00 PM 29 April 2025 T33 NPS Drwg No. XXX/XXXX NPS PMIS No. 331322A NUMBER SHEET PROJECT VI NP VIIS 100(3)