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65 00'W 64 30'W ATLANTIC OCEAN 18 30 N 'b./J..,. :::,,,ǎ Ǐ':ǐ Q U. S. DEPARTMENT OF TRANSP ORTATION FEDERAL HIGHWAY ADMINISTRATION CULEBRA ISLAND (PUERTO RICD) -18 00 N NOTTO SCALE EDs,- ISLANO(I. Ǒǒ ST. JOHN ISLAND Project VI 38(2) C2 CARIBBEAN SEA 18 00 N 65 00'W 64 30'W KEY MAP DESCRIPTION OF PROJECT IMPROVEMENT: Work includes embankment construction, culverts, concrete paved waterways, ripraps, asphalt concrete pavement, sidewalks, guardrail systems, and other miscellaneous work. PROJECT LENGTH: 0.27 Miles LANE MILES: 0.52 Miles 'lg Rd GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES DEPARTMENT OF PUBLIC WORKS PLANS FOR PROPOSED PROJECT VI 38(2) C2 RELOCATION OF ROUTE 381 ST. THOMAS, U.S. VIRGIN ISLANDS HOSPITAL GROUND Alll._;fhe Green Iguana W =ro rated Charlotte Amalie Q Schneider Regional Ǖ Medical Center N STATE PROJECT VI VI 38(2) C2 INDEX TO SHEETS SHEET DESCRIPTION NO A0l Title Sheet A02-A03 Symbols And Abbreviations A04 Location Map A05 Survey Control Points B01-B04 Tabulation of Quantities D01-D06 Construction Plans & Construction Profiles C01-C02 Tabulation Of Quantities C03 Drainage Summary C04-C05 Miscellaneous Summaries D07-D08 Geometry & Control Points K01-K05 Drainaoe Plans M0l Erosion & Sediment Control Narrative M02-M03 Erosion & Sediment Control N01-N04 Temporary Traffic Control P01-P02 Guardrails, Traffic Control, Pavement Markings S01-S39 Standards & Details T01-T20 Cross Sections (Rte 381) T21-T28 Cross Sections (Hotel Entrance) PRO.JE T LOCATION ROAD: RTE 381 WIDTH 22' Hotel Driveway 10' BRIDGE: None DESIGN DESIGNATION: RTE 381 ADT (2006) <100 ADT (2026) 100 DHV N/A D 50/50 %Truck N/A V (MPH) 20 C/A None e(max) 4% SPECIFICATIONS: SURFACE 5.5" ACP 5.5" ACP BASE Aggr. Aggr. "Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects", FP-14. Project Manager Highway Design Manager Lead Designer Ramesh Kotadia Shoukat Narwaz Thang Nguyen SUBGRADE Emb. canst. Emb. const. CHTOWN Olga·s Fancy a:I From $140/night on Exp.._Ǔia.com ay East Greger e Channel Hassel Island Hassel Island Historic District COWELL BATTERY Cowell Point 500 1000 _ve, ǔ""SCALE IN FEET BELLEVUE Marriott's A. ,.... 11!1111 Frenchman's Cove Antilǖcho'0I Ǘ Cost.U.Less 0 NEW Clifftop Villa ǘ From S629/night on Priceline FRENeHMAN'S Ǚa B/>I.Yǚ Ǜǜ, e Know what's below. Call before you dig. Intermediate PLANS PLANS PREPARED BY U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION EASTERN FEDERAL LANDS HIGHWAY DIVISION ASHBURN, VIRGINIA MAY, 2025 SHEET NUMBER A01 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. 0.00 EL. E 1 N 0 BH TP 00000 JH 3000 RBAR NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION PLAN.B.US SHEET SUB-TITLE 1 SHEET SUB-TITLE 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 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 10:58 AM 25 March 2025 ] SHEET 1 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\A02-03-VI38(2)_symb.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 A02 N AREA PATTERN PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS: NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION PLAN.B.US SHEET SUB-TITLE 1 SHEET SUB-TITLE 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 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 Full Depth Pavement Sidewalk Asphalt/Concrete Mill and Overlay Overlay Silt Fence Diversion Berm Drainage Divide Check Dam Limits of Disturbance Paved Waterway Concrete Sidewalk or RECP Sheet 2 of 2 10:58 AM 25 March 2025 ] SHEET 2 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\A02-03-VI38(2)_symb.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 000 BEGIN WORK RTE 381 END WORK RTE 381 END WORK HOTEL DRIVEWAY DRIVEWAY HOTEL WORK BEGIN N NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION LOCATION MAP DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES NOTE: 1. See D sheets for the coordinates of the work limits. NO SCALE 8:41 AM 11 April 2025 ] Location Map [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\A04-VI38(2)_loc.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 A04 123°34'33" 49FT 118°31'8" 20FT 26°26'17" 10.6FT 295°16'30" 47FT 308°39'45" 37.2FT 176°40'5" 22.5FT 255°8'40" 13FT Not to Scale N USGS MONU. #2JIB TRAV PT 612 162°46'46" 2.2FT 25°55'3" 86.5FT 267°13'1" 54.7FT 327°16'7" 4.2FT 223°49'31" 52.2FT 314°15'40" 33.5FT 113°12'9" 10.7FT 244°17'23" 25.1FT TRAV PT 631 Not to Scale N TRAV PT 624 167°23'5" 3.8FT 271°54'13" 15.9FT 182°17'11" 32.3FT 322°52'32" 23.1FT 82°58'47" 1FT 175°37'20" 85°26'50" 1FT 54°53'51" 17.4FT 91°35'55" 15.7FT 253°10'33" 13.5FT 51°44'52" 4.9FT 91°30'3" 10.8FT 59.8FT 173°57'50" 58.7FT TRAV PT 819 TRAV PT 818 154°53'31" 39.6FT 264°57'52" 58.5FT 304°22'13" 34.3FT 228°26'27" 78.5FT 294°2'33" 3.4FT 187°48'44" 32.4FT 7°28'57" 10FT 257°10'47" 3.9FT Not to Scale Not to Scale 190°52'21" 34.1FT 223°2'30" 25.2FT 215°36'53" 27.5FT 21°50'52" 4.9FT 299°32'3" 34.9FT 342°30'58" 32.8FT 333°18'7" 32.7FT 295°34'36" 47.1FT 37°53'2" 23FT 239°0'46" 10.4FT 281°20'18" 14FT 124°56'0" 18.6FT 147°10'13" 9.5FT 359°39'53" 5FT Not to Scale 236°8'16" 71.3FT 242°38'46" 78.3FT 297°12'51" 21.7FT 204°56'43" 10.9FT 274°29'42" 61.2FT 227°17'7" 78.1FT 42°54'20" 33.6FT 108°10'33" 3.7FT 26.6FT 80°17'50" 36.4FT 179°5'49" 9.4FT Not to Scale 193°10'32" 175.5FT 231°1'43" 118.1FT 331°48'38" 109.6FT Not to Scale 27°53'40" 57.4FT 98°9'10" 61.6FT 332°41'8" 10.1FT 107°8'27" 27.6FT 7°28'57" 10FT 257°10'47" 3.9FT 229°58'55" 16.3FT 140°41'51" 41.2FT 0°35'44" 77.5FT 87°13'42" 58.2FT 146°33'50" 35FT 353°35'4" 3.3FT 333°42'15" 8.5FT 177°38'45" 11.4FT 137°26'3" 16.5FT 346°55'11" 25.9FT 173°53'47" 8.5FT 308°13'59" 17.2FT 355°34'14" 14FT 122°15'45" 21.5FT Not to Scale Not to Scale Not to Scale 13209 13009 13008 820 819 818 817 816 815 814 813 812 652 651 642 641 640 639 638 636 635 631 630 629 628 627 626 625 624 623 622 621 620 619 618 617 616 615 614 613 612 PT# 186091.65 186045.20 185991.38 186191.36 185627.88 185687.50 185884.44 185944.75 186280.06 186174.95 186121.95 186084.27 186450.98 185990.89 185658.21 185626.04 185619.42 185676.71 185727.48 185811.75 185800.05 185410.97 185942.01 185932.44 185792.79 185622.69 185472.19 185832.35 185703.22 185476.45 186150.17 185576.83 185957.40 185784.18 185569.55 185332.64 185448.09 185345.17 185402.19 185362.81 185350.16 NORTHING 1028664.78 1028684.49 1028642.24 1028783.58 1028631.04 1028626.47 1028607.73 1028656.69 1029021.30 1028901.83 1028844.43 1028854.81 1029061.27 1028715.83 1028519.59 1028483.89 1028423.86 1028411.25 1028422.62 1028445.47 1028498.09 1028659.24 1028576.16 1028469.49 1028370.56 1028338.16 1028346.31 1028548.97 1028514.64 1028544.25 1028811.87 1028587.23 1028624.50 1028603.88 1028637.21 1028527.10 1028601.02 1028449.55 1028430.65 1028312.92 1028343.33 EASTING 380.99 408.82 395.10 415.22 352.36 359.14 389.62 399.21 417.03 405.14 404.17 390.43 476.19 404.49 399.11 404.66 405.10 407.07 413.74 417.62 417.59 314.24 404.26 397.29 388.95 374.00 351.54 398.98 402.69 363.70 413.02 366.43 399.61 373.89 348.95 320.98 340.82 330.08 341.61 338.74 336.72 ELEV TRAV TRAV TRAV TRAV TRAV TRAV TRAV TRAV TRAV TRAV TRAV TRAV CTRAV CTRAV FLY FLY FLY FLY FLY FLY FLY TRAV FLY FLY FLY FLY FLY FLY FLY FLY FLY FLY TRAV TRAV TRAV TRAV TRAV FLY FLY FLY TRAV TYPE Vertical datum: NAVD88 Geoid: GEOID03 (PR/VI) Zone: PR /VI 5200 Datum: NAD 1927 Name: United States/State Plane 1927 Coordinate System TRAV PT 613 TRAV PT 615 TRAV PT 614 TRAV PT 617 TRAV PT 616 TRAV PT 623 N N N N N N N N TRAV PT 621 TRAV PT 618 TRAV PT 642 TRAV PT 619 TRAV PT 817 TRAV PT 625 TRAV PT 635 TRAV PT 630 TRAV PT 620 TRAV PT 816 TRAV PT 13008 TRAV PT 651 TRAV PT 13009 TRAV PT 13209 TRAV PT 812 TRAV PT 813 TRAV PT 814 TRAV PT 622 TRAV PT 820 55°46'56" TRAV PT 815 TRAV PT 652 TRAV PT 628 TRAV PT 636 TRAV PT 635 TRAV PT 629 TRAV PT 627 TRAV PT 640 TRAV PT 641 TRAV PT 639 TRAV PT 638 TRAV PT 626 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SURVEY CONTROL POINTS DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES NOTE: 1. See D sheets for the coordinates of the work limits. NO SCALE 1:57 PM 14 April 2025 ] Location Map [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\A05-VI38(2)_sur.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 A05 30+11.81 to 33+50.00 NB Centerline Traffic direction (typ.) 6-inch depth, see Note 1 Minor concrete pavement, plain, Profile grade SB See PAVEMENT STRUCTURE Existing ground (typ.) Aggregate base grading C or D, 6-inch depth Prime coat, method 1 class A, 3.5-inch depth (¾-inch NMSA) Asphalt concrete pavement, marshall mix, (½-inch NMSA, type IV roughness) Asphalt concrete pavement, marshall mix, class A, 2-inch depth PAVEMENT STRUCTURE Tack coat Slope stake cut slope Rounded DETAIL A If rock encounter, b=2' and c=2'. Otherwise, b=10' and c=10' ground Existing (typ.), see Detail A Rounded cut slope 1. see D sheets for limits of left-turn lane, sidewalk, and minor concrete pavement. 2. Construction limits may be changed to fit field conditions as approved by the CO. 3. Place 4-inch topsoil and apply turf establishment to disturbed areas and as directed by the CO. 4. For standards and details, see Standards And Details References sheet. NOTES: type 2, see P sheets Guardrail system G4, Cut Lt. Cut Rt. Fill Rt. (typ.) excavation Roadway see M sheets (typ.) between cut and fill, Placed riprap Fill Lt. 1V:2H (typ.) Paved waterway in cut section, see K sheets (typ.) (typ.) construction Embankment NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION TYPICAL SECTIONS ROUTE 381 Sheet 1 of 3 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES NO SCALE & var. -2.0% & var. -2.0% way, 11' Traveled way, 11' Traveled see Note 1 lane, 0' - 11', Left-turn 1' -2.0% Construction limits 3' 1' b c see Note 1 5', sidewalk, Conc. (typ.) 1V:2H (typ.) 2' 2:38 PM 16 April 2025 ] 381-1 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\B01-03_VI_38_2_C2_typ_381.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 B01 33+50.00 to 37+54.73 Traffic direction (typ.) Centerline Profile grade NB SB on sheet B01 See PAVEMENT STRUCTURE plain, 6-inch depth Minor concrete pavement, Roadway excavation Paved fill slope, see K sheets see P sheets G4, type 2, Guardrail system Embankment construction Existing ground 1. Construction limits may be changed to fit field conditions as approved by the CO. 2. Place 4-inch topsoil and apply turf establishment to disturbed areas and as directed by the CO. 3. For standards and details, see Standards And Details References sheet. NOTES: NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION TYPICAL SECTIONS ROUTE 381 Sheet 2 of 3 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES NO SCALE & var. 1V:1.5H 1V:3H & var. -2.0% & var. -2.0% 1V:2H 1' to 14' Varies 1' way, 11' Traveled way, 11' Traveled 5' sidewalk, Conc. 1' 3' Construction limits -2.0% see K sheets Paved waterway, 1', 2:38 PM 16 April 2025 ] 381-2 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\B01-03_VI_38_2_C2_typ_381.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 B02 37+54.73 to 40+30.00 40+30.00 to 40+56.15 STATE PROJECT NUMBER SHEET VI VI 38(2) C2 see P sheets G4, type 2, Guardrail system on sheet B01 See PAVEMENT STRUCTURE 6-inch depth, see Note 1 Minor concrete pavement, plain, NB Traffic direction (typ.) Centerline Profile grade SB see K sheets y, waterwa Reconstruct paved construction Embankment 1. see D sheets for limits of sidewalk and minor concrete pavement. 2. Construction limits may be changed to fit field conditions as approved by the CO. 3. Place 4-inch topsoil and apply turf establishment to disturbed areas and as directed by the CO. 4. For standards and details, see Standards And Details References sheet. NOTES: Existing ground 1' Profile grade Centerline see K sheets y, waterwa Reconstruct paved class A, 3.5-inch depth (¾-inch NMSA) Asphalt concrete pavement, marshall mix, Tack coat (½-inch NMSA, type IV roughness) Asphalt concrete pavement, marshall mix, class A, 2-inch depth Match existing (typ.) Asphalt pavement milling, 6-inch depth +/- Existing ground NO SCALE NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION PLAN.B.US SHEET SUB-TITLE 1 SHEET SUB-TITLE 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES Var. Var. -2.0% 3' see Note 1 5', sidewalk, Conc. 1' & var. way, 11' Traveled & var. way, 11' Traveled Construction limits 1V:2H way, var. Traveled way, var. Traveled 1' 1V:2H Construction limits 2:39 PM 16 April 2025 ] 381-3 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\B01-03_VI_38_2_C2_typ_381.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 B03 80+20.00 to 81+25.00 81+25.00 to 83+82.47 Profile grade Centerline Existing ground Guardrail system G4, type 2 Paved waterway Roadway excavation sheet B01 STRUCTURE on See PAVEMENT Guardrail system G4, type 2 Existing ground Profile grade on sheet B01 See PAVEMENT STRUCTURE Centerline 1. Construction limits may be changed to fit field conditions as approved by the CO. 2. Place 4-inch topsoil and apply turf establishment to disturbed areas and as directed by the CO. 3. For standards and details, see Standards And Details References sheet. NOTES: 3% & var. (typ.) 1V:2H 6% & var. (typ.) 12-inch depth Roadway excavation construction Embankment Existing EOP (typ.) Existing EOP (typ.) NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION TYPICAL SECTIONS HOTEL DRIVEWAY DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES NO SCALE 1V:2H 1V:2H way, 10' Traveled Construction limits way, 10' Traveled Construction limits var. 7:44 AM 28 April 2025 ] Hotel [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\B04_VI_38_2_C2_typ_Hotel.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 B04 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION TABULATION OF QUANTITIES Sheet 1 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 7:11 AM 9 April 2025 ] Tab 1 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\C01_VI_38_2_C2_tab.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 C1 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION TABULATION OF QUANTITIES Sheet 2 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 1:54 PM 14 April 2025 ] Tab 2 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\C02_VI_38_2_C2_tab.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 C2 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION DRAINAGE SUMMARY DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 2:05 PM 13 May 2025 ] Drainage Summ [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\C03_VI_38_2_C2_drainage sum.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 C3 PERMANENT SIGNS SUMMARY PERMANENT PAVEMENT MARKINGS SUMMARY NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION MARKINGS SUMMARIES PERMANENT SIGNS & PAVEMENT DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 3:14 PM 8 April 2025 ] Sign n pvmt mrkg [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\C04_VI_38_2_C2_sign n pvmt mrkg.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 C4 CONSTRUCTION SIGNS SUMMARY NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION CONSTRUCTION SIGNS SUMMARY DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 3:12 PM 8 April 2025 ] Const signs [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\C05_VI_38_2_C2_const signs.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 000 EAST 38 N SCALE IN FEET 0 25 50 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION CONSTRUCTION PLAN RTE 381 Sheet 1 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 0 80 80 81 82 83 30 35 28 29 30 31 32 33 34 35 0 5' (typ.) 10:39 AM 14 May 2025 ] D01 Plan1 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\D01-02_VI_38_2_C2_plans.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 D01 E 1028825.346 N 185189.052 30+11.81 RTE 381 BEGIN WORK OFF -44.28' 30+16.81 0+44.82, N 185458.182, E 1028777.845 END WORK DRIVEWAY E 1028374.675 N 185404.025 83+82.47 DRIVEWAY END WORK HOTEL MATCH LINE 35+04.37 RTE 381 HOTEL DRIVEWAY Centerline Centerline 32+72.17 30+65.70 to Concrete sidewalk 38+77.55 33+13.33 to sidewalk Concrete pavement concrete Edge of pipe culvert existing Remove (typ.) Toe of fill Accessibility ramp Limit of disturbance K sheets (typ.) Paved waterway, see Roadway obliteration, method 2 see K sheets Paved waterway, culvert outlet (typ.) Place riprap class 3 at Install pipe culvert (typ.), see K sheets DRIVEW AY ENTRANCE ROAD E= 1,028,409.081 N= 185,378.816 0+15.50 END WORK ENTRANCE ROAD RTE 38 1. For referenced standards and details, see S sheets. 2. Work limits may be changed to fit field conditions as approved by the CO. 3. Maintain access to Entrance Road and driveways at all time. NOTES: Remove existing fence (typ.) type 2 system G4, Guardrail (typ.) EOP Roadway obliteration, method 2 33+52.12 RTE 381 HOTEL DRIVEWAY = 80+00.00 BEGIN WORK 31+70.59 in future project (Contract 3) Limit of pavement reconstruction curbs at approved locations. See Section 620 Reconstruction of stone masonry pillars (2) and stone Remove stone masonry pillars (2) and stone curbs, 25'. 83+40.39 HOTEL DRIVEWAY 0+10.00 BEGIN WORK ENTRANCE ROAD = Top of cut (typ.) Paved fill slope MAG NAIL MAG NAIL FOUND 1\2 IN REBAR CAP DESTROYED GATE N MATCH LINE 35+04.37 RTE 381 SCALE IN FEET 0 25 50 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION CONSTRUCTION PLAN RTE 381 Sheet 2 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 35 40 35 36 37 38 39 40 41 1:51 PM 14 May 2025 ] D02 Plan2 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\D01-02_VI_38_2_C2_plans.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 D02 E 1028791.716 N 186106.656 40+56.15 RTE 381 END WORK Toe of fill (typ.) 38+77.55 33+13.33 to sidewalk Concrete see K sheets Paved waterway, Centerline EOP EOP Edge of concrete pavement 1. For referenced standards and details, see S sheets. 2. Work limits may be changed to fit field conditions as approved by the CO. 3. Maintain access to Entrance Road and driveways at all time. NOTES: type 2 (typ.) Guardrail system G4, Remove existing concrete curb Remove existing paved waterway Paved fill slope 38+77.55 End sidewalk NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION CONSTRUCTON PROFILE RTE 381 Sheet 1 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 2800 2900 3000 3100 3200 3300 3400 3500 90 90 100 100 110 110 120 120 130 130 140 140 150 150 160 160 170 170 180 180 190 190 200 200 210 210 220 220 230 230 240 240 250 250 260 260 270 270 280 280 290 290 300 300 310 310 320 320 330 330 340 340 350 350 360 360 370 370 380 380 390 390 400 400 410 410 420 420 430 430 440 440 450 +17.438% -11.875% -2.378% 292.51 2969 288.41 3172 ' VC 15 1 K = ' 28.51 HLSD = ' VC 200 10 K = ' 83.85 HLSD = 295.92 9:32 AM 13 May 2025 ] Rte382 - Const_Pro1 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\D03-04_VI_38_2_C2_pro_381.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 D03 30+11.81 Match existing NB SB 30+11.81 Match existing 31+70.60 -2.0% 34+45.00 3.40% 31+70.60 2.0% 34+45.00 -3.4% Transition Transition -2.0% Match existing 30+11.81 RTE 381 BEGIN WORK elev. 310.66 33+00.00 RTE 381, 0+00.00 DRIVEWAY = elev. 319.75 33+52.12 RTE 381, DRIVEWAY = 80+00.00 HOTEL elev. 293.23 31+70.59, (Contract 3) future project reconstruction with Limit of pavement (Contract 3) future project EOP of RTE 38 in grade Proposed centerline ground at Existing sheets C2-P03, see K Install pipe culvert I 3373L off. -15.50' Paved waterway, see K sheets -2.0% 32+29.41 -2.0% 33+65.60 -2.0% Transition 34+24.41 2.00% 34+24.41 -2.0% Transition 34+90.00 -3.4% 35+10.59 -2.0% 2.00% 3.4% -3.4% 3.4% NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION CONSTRUCTION PROFILE RTE 381 Sheet 2 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 3600 3700 3800 3900 4000 4100 150 150 160 160 170 170 180 180 190 190 200 200 210 210 220 220 230 230 240 240 250 250 260 260 270 270 280 280 290 290 300 300 310 310 320 320 330 330 340 340 350 350 360 360 370 370 380 380 390 390 400 400 410 410 420 420 430 430 440 440 450 450 460 460 470 470 480 480 490 490 500 500 510 510 520 +4.130% -0.399% +5.942% +17.438% +4.130% 400.64 3816 405.58 3936 405.35 3992 ' VC 110 8.27 K = ' 136.45 SSD = ' VC 15 3.31 K = ' 245.78 SSD = ' VC 80 13 K = ' 98.84 HLSD = 12:47 PM 13 May 2025 ] Rte382 - Const_Pro2 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\D03-04_VI_38_2_C2_pro_381.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 D04 NB SB -2.0% -2.0% 35+69.41 -2.0% 36+46.05 -2.0% 40+56.15 Match existing 40+55.84 Match existing Match existing elev. 40+56.15 RTE 381 END WORK grade Proposed at centerline Existing ground off. -15.50' Paved waterway, see K sheets Transition -3.8% Transition Match existing cross slope Match existing cross slope 37+03.95 2.0% 37+03.95 -2.0% 37+30.00 -3.8% 37+30.00 3.8% 38+45.00 -2.0% 38+45.00 -3.8% 38+69.23 2.0% 38+69.23 -2.0% 39+23.07 -2.0% 39+23.00 2.0% 40+30.00 of existing ground overay. Match elev. Begin to mill and NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION CONTRUCTION PROFILE HOTEL DRIVEWAY DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 8000 8100 8200 8300 8400 100 100 110 110 120 120 130 130 140 140 150 150 160 160 170 170 180 180 190 190 200 200 210 210 220 220 230 230 240 240 250 250 260 260 270 270 280 290 300 310 320 330 330 340 340 350 350 360 360 370 370 380 380 390 390 400 400 410 410 420 430 440 450 460 470 319.75 341.02 -2.000% +18.175% -5.991% +13.815% 339.27 8124 319.45 8015 328.68 8301 ' VC 90 3.72 K = ' 89.85 SSD = ' VC 8 0 K = ' 15.26 HLSD = ' VC 178 9 K = ' 77.90 HLSD = 12:48 PM 13 May 2025 ] Hotel - Hotel [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\D05_VI_38_2_C2_pro_hotel.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 D05 Match existing elev. 83+90.98 END WORK grade Proposed at centerline Existing ground 33+52.12 RTE 381 80+00.00 HOTEL DRIVEWAY = elev. 335.59 83+40.39 HOTEL DRIVEWAY 0+10.00 ENTRANCE ROAD = 80+11.00 Hotel Driveway = 33+76.98 Rte 381 WB EB Transition 80+30.00 -17.0% Transition 81+50.00 3.0% 81+50.00 -3.0% 82+46.45 -2.0% 82+06.45 2.0% 80+11.00 Hotel Driveway = 33+26.97 Rte 381 80+30.00 17.0% 82+55.00 -6.3% 82+55.00 6.3% 83+90.98 Match existing 83+90.98 Match existing Transition Transition see K sheets culvert C2-P01, Install pipe ENTRANCE ROAD DRIVEWAY Begin Work 0+00.00 Driveway = 33+00.00 RTE 381 End Work 0+57.18 Match existing elev. Begin Work 0+10.00 Entrance Roadway = 83+40.39 Hotel Driveway End Work 0+44.82 Match existing elev. NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION CONSTRUCTION PROFILE ENTRANCE ROAD AND DRIVEWAY DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 380 390 400 410 420 430 440 450 460 470 480 490 500 510 520 +11.99% +19.19% 336.51 17.73 ' VC 8 1 K = ' 42 HLSD = 0 100 0 100 80 80 90 90 100 100 110 110 120 120 130 130 140 140 150 150 160 160 170 170 180 180 190 190 200 200 210 210 220 220 230 230 240 240 250 250 260 260 270 270 280 280 290 300 310 320 320 330 330 340 340 350 350 360 360 370 370 380 380 390 390 400 400 410 410 420 420 430 430 440 440 450 450 460 460 470 470 480 480 490 490 500 500 510 510 520 520 530 530 -6.317% +1.222% -1.363% 309.50 18 309.11 47 ' VC 12 2 K = ' 71.70 HLSD = ' VC 30 12 K = ' 285.86 HLSD = 310.66 309.60 1:09 PM 13 May 2025 ] Driveway - Driveway [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\D06_VI_38_2_C2_pro_drwy.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 D06 Proposed grade Proposed grade Existing ground Existing ground sheets C2-P02, see K Install pipe culvert #4316303701 VI TELCO TRAV PT 802 TRAV PT 12187 TRAV PT 617 PT 614 TRAV TRAV PT 626 TRAV PT 623 TRAV PT 621 TRAV PT 631 TRAV PT 800 TRAV PT 803 TRAV PT 804 TRAV PT 618 TRAV PT 819 TRAV PT 818 TRAV PT 615 TRAV PT 616 CONNECT TO LAST POLE VI WAPA #1-036033 43999 ACROSS ROAD DOUBLE POLES CONNECT TO #43999-001 W ITH FIBER OPTIC TRENCHLINE PATCH TRAV PT 632 SCALE IN FEET 0 25 50 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION GEOMETRY & CONTROL POINTS Sheet 1 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 0 80 80 81 82 83 30 35 28 29 30 31 32 33 34 35 0 N32°58'01"E N01°41'14"E N30°19'21"W N06°22'21"W 30 35 28 29 30 31 32 33 34 35 S67°15'53"E 0 1:34 PM 13 May 2025 ] Geometry1 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\D07-08_VI_38_2_C2_geo_des.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 D07 E 1028825.346 N 185189.052 30+11.81 RTE 381 BEGIN WORK 80+00.00 BEGIN WORK HOTEL DRIVEWAY = 33+52.12 RTE 381 off. 22.00' 31+60.00 32+75.02, off. 11.00' 32+60.00, off. 11.00' 33+26.97, off. -11.00' off. 11.00' 33+10.47 off. -11.00' 33+76.98 0+48.43, off. 6.31' 0+41.24, off. -6.28' off. -44.28' 30+16.81 off. -11.00' 30+46.63 off. 22.00' 30+43.41 80+31.10, off. -5.16' off. 4.86' 80+30.91 off. -6.25' 82+45.32 off. 3.87' 82+45.32 83+82.47, off. 3.23' 83+82.47, off. -6.94' off. 3.50' 83+24.78 33+00.00 RTE 381 0+00.00 BEGIN WORK DRIVEWAY = E 1028374.675 N 185404.025 83+82.47 END WORK HOTEL DRIVEWAY off. -11.00' 35+04.37 off. 11.00' 35+04.37 RTE 381 HOTEL DRIVEWAY RTE 38 EOP EOP (6-inch wide), 30+63.44 Begin concrete pavement END WORK DRIVEWAY DRIVEW AY Centerline MATCH LINE 35+04.37 0+15.50 END WORK ENTRANCE ROAD ENTRANCE ROAD 83+40.39 HOTEL DRIVEWAY 0+10.00 BEGIN WORK ENTRANCE ROAD = 83+48.29, off. 3.39' EOP (typ.) Centerline 20' rad. (typ.) (typ.) 5' rad. 30' rad. (typ.) PI 83+54.26 Δ = 100°52'48" (RT) R = 90.00' T = 108.95' L = 158.46' 31+70.59 in future project (Contract 3) Limit of pavement reconstruction C u rv e C 1 Cu rve C 2 C urv e C 3 C ur v e C 7 Curve C2 PI 3115.07 Δ = 32°00'36" (LT) R = 180.00' T = 51.63' L = 100.56' Curve C1 PI 2947.11 Δ = 31°16'46" (LT) R = 80.00' T = 22.40' L = 43.67' Curve C7 PI 34.66 Δ = 42°07'10" (RT) R = 90.00' T = 34.66' L = 66.16' Curve C3 PI 3467.30 Δ = 23°57'00" (RT) R = 180.00' T = 38.18' L = 75.24' 0+31.58, off. 6.05' off. -5.92' 0+15.93 off. 54.61' 30+13.52 #43099905 1-036016 #43999004 TRAV PT 624 TRAV PT 636 TRAV PT 637 TRAV PT 638 TRAV PT 639 TRAV PT 641 TRAV PT 642 TRAV PT 629 TRAV PT 630 TRAV PT 625 TRAV PT 819 TRAV PT 818 TRAV PT 619 TRAV PT 817 TRAV PT 13008 TRAV PT 816 TRAV PT 13009 TRAV PT 13209 TRAV PT 812 TRAV PT 622 TRAV PT 814 TRAV PT 820 TRAV PT 811 TRAV PT 810 TRAV PT 809 TRAV PT 808 TRAV PT 807 TRAV PT 635 TRAV PT 651 TRAV PT 813 MATCH LINE RTE 381 C ur ve C6 C ur ve C7 C urv e C 5 Curve C5 PI 3796.51 Δ = 63°51'01" (RT) R = 130.00' T = 81.00' L = 144.87' Curve C6 PI 3975.41 Δ = 46°52'48" (LT) R = 100.00' T = 43.36' L = 81.82' Curve C7 PI 4104.13 Δ = 36°39'33" (RT) R = 80.00' T = 26.50' L = 51.19' SCALE IN FEET 0 25 50 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION GEOMETRY & CONTROL POINTS Sheet 2 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 35 40 35 36 37 38 39 40 41 N06°22'21"W N57°28'40"E N10°35'52"E N47°15'24"E 3932.05 PC 4013.87 PT 3504.37 PT 3715.52 PC 3860.39 PT 4077.63 PC 4128.82 PT 4186.27 POE 35 40 35 36 37 38 39 40 41 1:53 PM 13 May 2025 ] Geometry2 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\D07-08_VI_38_2_C2_geo_des.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 D08 off. 11.00' 35+04.37 off. -11.00' 35+04.37 off. -11.00' 38+60.39 EOP E 1028791.716 N 186106.656 40+56.15 RTE 381 END WORK (6-inch wide) Edge of concrete pavement EOP 39+65.07 (6-inch wide), End concrete pavement Centerline off. 11.00' 38+80.00 40+30.00 Match existing EOP off. 11.00 39+04.79 N SCALE IN FEET 0 25 50 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION DRAINAGE PLAN RTE 381 Sheet 1 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 0 80 80 81 82 83 30 35 28 29 30 31 32 33 34 35 0 3:47 PM 13 May 2025 ] K01 Plan1 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\K01-02_VI_38_2_C2_plans.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 K01 E 1028825.346 N 185189.052 30+11.81 RTE 381 BEGIN WORK OFF -44.28' 30+16.81 E 1028374.675 N 185404.025 83+82.47 DRIVEWAY END WORK HOTEL MATCH LINE 35+04.37 RTE 381 HOTEL DRIVEWAY Centerline Centerline Remove existing pipe culvert EOP (typ.) Toe of fill (typ.) Install pipe culvert (typ.) DRIVEW AY ENTRANCE ROAD 83+40.39 HOTEL DRIVEWAY 0+10.00 BEGIN WORK ENTRANCE ROAD = E= 1,028,409.081 N= 185,378.816 0+15.50 END WORK ENTRANCE ROAD RTE 38 1. For referenced standards and details, see S sheets. 2. Work limits may be changed to fit field conditions as approved by the CO. 3. Maintain access to Entrance Road and driveways at all time. NOTES: HW 3092L HW 3075R 24" RCP C2-P03 24" RCP C2-P02 ES 3245R I 3325R 24" RCP C2-P01 I 3373L ES 3306L off. 8.7' 81+00.00 End paved waterway (typ.) Top of cut outlet (typ.) culvert class 3 at Place riprap off. 18.00' 35+04.37 33+81.12 Begin paved fill slope ) (off. 15.5' Begin paved waterway Begin paved waterway, 80+81.42 32+37.50 31+30.00 to Paved waterway 32+30.00 31+80.00 to Paved waterway Skew 15.75° 20.66° Skew N MATCH LINE 35+04.37 RTE 381 SCALE IN FEET 0 25 50 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION DRAINAGE PLAN RTE 381 Sheet 2 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 35 40 35 36 37 38 39 40 41 3:35 PM 13 May 2025 ] K02 Plan2 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\K01-02_VI_38_2_C2_plans.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 K02 E 1028791.716 N 186106.656 40+56.15 RTE 381 END WORK Toe of fill (typ.) Centerline EOP EOP 1. For referenced standards and details, see S sheets. 2. Work limits may be changed to fit field conditions as approved by the CO. 3. Maintain access to Entrance Road and driveways at all time. 4. Reconstruct paved waterway to match existing (37+54.73 to 40+56.15) as approved by the CO. NOTES: 37+54.73 End paved fill slope End paved waterway (off. 13.5') water, see Note 4 Reconstruct paved Paved waterway, off. 15.5' -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 290 290 300 300 310 310 320 320 330 330 Barrel skew = 0.00° Design grade = 320.36 80+15.41 Hotel Driveway waterway Paved NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION CROSS SECTION C2-P01 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES class 3 Place riprap off. 62.12' elev. 306.59 Invert Existing ground ES 3306L varies Hotel Driveway Centerline 5.00% 81.11' x 24" RCP (C2-P01) NOTE: 1. See Drainage Summary for more details. I 3373L 320.17' Rim elev. off. 19.00' elev. 310.80 Invert 12:47 PM 13 May 2025 ] Hotel - 80+15.41 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\K03_VI_38_2_C2_drainage XS Hotel.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 K03 -50 -40 -30 -20 -10 0 10 20 30 40 50 290 290 300 300 310 310 Barrel skew = 20.66° Design grade = Match existing 0+36.39 Driveway NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION CROSS SECTION C2-P02 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 304.93 Rim elev. I 3325R off. 38.10' elev. 301.40 Invert Existing ground off. 33.47' elev. 299.00 Invert ES 3245R 1. See Drainage Summary for more details. NOTE: class 3 Place riprap Centerline 71.57' x 24" RCP (C2-P02) Slope 3.00% 12:56 PM 13 May 2025 ] Driveway - 36.39 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\K04_VI_38_2_C2_drainage XS Drwy.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 K04 Barrel skew = 15.75° 290.57 Des Grade = 30+85.22 Rte 381 -40 -30 -20 -10 0 10 20 30 40 50 60 270 270 280 280 290 290 Centerline NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION CROSS SECTION C2-P03 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 1:2.06 +1.5% -2.8% -2.3% 1:2.04 HW 3092L off. 21.29' elev. 284.23 Invert Existing ground 79.02' x 24" RCP (C2-P03) 2.78% class 3 Place riprap HW 3075R off. 44.76' elev. 281.71 Invert 1. See Drainage Summary for more details. NOTE: 9:32 AM 12 May 2025 ] Rte381 - 3085.22 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\K05_VI_38_2_C2_drainage XS Rte381.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 K05 N SCALE IN FEET 0 25 50 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION EROSION & SEDIMENT CONTROL RTE 381 Sheet 1 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 0 80 80 81 82 83 30 35 28 29 30 31 32 33 34 35 0 8:07 AM 14 May 2025 ] M02 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\M02-03_VI_38_2_C2_esc.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 M02 E 1028825.346 N 185189.052 30+11.81 RTE 381 BEGIN WORK OFF -44.28' 30+16.81 E 1028374.675 N 185404.025 83+82.47 DRIVEWAY END WORK HOTEL MATCH LINE 35+04.37 RTE 381 HOTEL DRIVEWAY Centerline Centerline EOP (typ.) Toe of fill (typ.) DRIVEW AY ENTRANCE ROAD 83+40.39 HOTEL DRIVEWAY 0+10.00 BEGIN WORK ENTRANCE ROAD = E= 1,028,409.081 N= 185,378.816 0+15.50 END WORK ENTRANCE ROAD RTE 38 1. For referenced standards and details, see S sheets. 2. Work limits may be changed to fit field conditions as approved by the CO. 3. Maintain access to Entrance Road and driveways at all time. NOTES: (typ.) Top of cut cut and fill, 31+00 to 31+80 Place riprap class 2 between culvert outlet (typ.) Place riprap class 3 at Silt fence (typ.) stabilization, typ.) RECP, type 2.D (slope 30+80 to 31+30 between cut and fill, Place riprap class 2 N MATCH LINE 35+04.37 RTE 381 SCALE IN FEET 0 25 50 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION EROSION & SEDIMENT CONTROL RTE 381 Sheet 2 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 35 40 35 36 37 38 39 40 41 8:48 AM 13 May 2025 ] M03 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\M02-03_VI_38_2_C2_esc.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 M03 E 1028791.716 N 186106.656 40+56.15 RTE 381 END WORK Toe of fill (typ.) Centerline EOP EOP 1. For referenced standards and details, see S sheets. 2. Work limits may be changed to fit field conditions as approved by the CO. 3. Maintain access to Entrance Road and driveways at all time. NOTES: Install silt fence (typ.) RECP, type 2.D (typ.) 38+60.00) stabilization, 33+30.00 to RECP, type 2.D (ditch Stabilized construction exit 0 30 35 29 30 31 32 33 34 35 80 80 81 82 83 N SHOULDER WORK WORK ROAD AHEAD ROAD WORK END ROAD WORK END WORK ROAD AHEAD SCALE IN FEET 0 25 50 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION TEMPORARY TRAFFIC CONTROL PHASE 1 Sheet 1 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 2:36 PM 12 May 2025 ] N01 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\N01-02_VI_38_2_C2_ttc Phase 1.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 N01 E 1028825.346 N 185189.052 30+11.81 RTE 381 BEGIN WORK MATCH LINE 35+04.37 RTE 381 HOTEL DRIVEWAY Centerline EOP (typ.) Toe of fill (typ.) DRIVEW AY ENTRANCE ROAD RTE 38 1. Install temporary traffic control devices according to the Standard 635-10 at the intersection of Rte 38. 2. For referenced standards and details, see S sheets. 3. Work limits may be changed to fit field conditions as approved by the CO. 4. Maintain access to Entrance Road and driveways at all times. 5. The Contractor can select a different temporary traffic control plan as approved by the CO and in accordance with Sections 156 and 635. NOTES: (typ.) Top of cut 33+20.00, off. 11.00' 34+00.00, off. 0.00 A A B B L C L C (typ.) ground Existing Section A - A 22' & var. 30+11.81 to 33+20.00 Section B - B 11' & var. 34+00.00 to 35+04.37 Existing Hotel Driveway NO SCALE G20-2 W20-1 W21-5 Cone, 28-inch (typ) phase 1 area for Construction Taper area, 100' W ork space G20-2 W20-1 100' Construction area 35 40 35 36 37 38 39 40 41 N MATCH LINE 35+04.37 RTE 381 ROAD CLOSED WORK ROAD AHEAD SCALE IN FEET 0 25 50 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION TEMPORARY TRAFFIC CONTROL PHASE 1 Sheet 2 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 40' (typ.) See Note 4 100' 2:42 PM 12 May 2025 ] N02 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\N01-02_VI_38_2_C2_ttc Phase 1.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 N02 E 1028791.716 N 186106.656 40+56.15 RTE 381 END WORK Toe of fill (typ.) Centerline EOP 1. For referenced standards and details, see S sheets. 2. Work limits may be changed to fit field conditions as approved by the CO. 3. Maintain access to driveways at all times. 4. Provide a temporary access of at least 10 feet to Hotel Driveway at all times, as approved. 5. The Contractor can select a different temporary traffic control plan as approved by the CO and in accordance with Sections 156 and 635. NOTES: Hotel Driveway L C Section C - C 11' & var. 35+04.37 to 40+56.07 (typ.) ground Existing Existing Hotel Driveway NO SCALE R11-2 Barricade type 3 phase 1 area for Construction C C Cone, 28-inch (typ) Cone, 28-inch (typ) See Note 4 W20-1 Construction area 40+30.00 N ROAD CLOSED WORK ROAD AHEAD ROAD WORK END SCALE IN FEET 0 25 50 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION TEMPORARY TRAFFIC CONTROL PHASE 2 Sheet 1 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 0 80 80 81 82 83 30 35 29 30 31 32 33 34 35 0 40' (typ.) 40' (typ.) 40' 2:50 PM 12 May 2025 ] N03 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\N03-04_VI_38_2_C2_ttc Phase 2.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 N03 E 1028825.346 N 185189.052 30+11.81 RTE 381 BEGIN WORK MATCH LINE 35+04.37 RTE 381 HOTEL DRIVEWAY Centerline EOP (typ.) Toe of fill (typ.) DRIVEW AY ENTRANCE ROAD RTE 38 1. Install temporary traffic control devices according to the Standard 635-10 at the intersection of Entrance Road. 2. For referenced standards and details, see S sheets. 3. Work limits may be changed to fit field conditions as approved by the CO. 4. Maintain access to Entrance Road and driveways at all times. 5. The Contractor can select a different temporary traffic control plan as approved by the CO and in accordance with Sections 156 and 635. NOTES: (typ.) Top of cut 33+20.00, off. 11.00' 34+00.00, off. 0.00 A A B B L C L C (typ.) ground Existing Section A - A 22' & var. 30+11.81 to 33+20.00 Section B - B 11' & var. 34+00.00 to 35+04.37 Hotel Driveway NO SCALE W20-1 Cone, 28-inch (typ) for phase 2 Construction area obliteration Roadway for phase 2 Construction area (typ) 28-inch Cone, Cone, 28-inch (typ) Roadway obliteration, method 2 R11-2 Barricade type 3 Work space Taper area. See Note 1 W ork space G20-2 W21-5 Construction area N MATCH LINE 35+04.37 RTE 381 WORK ROAD AHEAD ROAD CLOSED SCALE IN FEET 0 25 50 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION TEMPORARY TRAFFIC CONTROL PHASE 2 Sheet 2 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 35 40 35 36 37 38 39 40 41 40' (typ.) 100' 3:03 PM 12 May 2025 ] N04 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\N03-04_VI_38_2_C2_ttc Phase 2.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 N04 E 1028791.716 N 186106.656 40+56.15 RTE 381 END WORK Toe of fill (typ.) Centerline EOP 1. For referenced standards and details, see S sheets. 2. Work limits may be changed to fit field conditions as approved by the CO. 3. Maintain access to driveways at all times. 4. The Contractor can select a different temporary traffic control plan as approved by the CO and in accordance with Sections 156 and 635. NOTES: L C Section C - C 11' & var. 35+04.37 to 40+56.07 (typ.) ground Existing NO SCALE for phase 2 Construction area C C Cone, 28-inch (typ) Cone, 28-inch (typ) R20-1 R11-2 Barricade type 3 Construction area 40+30.00 Mill and overlay N ONLY SPEED LIMIT 15 SCALE IN FEET 0 25 50 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS GUARDRAILS, TRAFFIC CONTROL, Sheet 1 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 80 30 35 0 STOP STOP 15' 25' 9' 25' 36' 1:29 PM 13 May 2025 ] P01 Plan1 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\P01-02_VI_38_2_C2_ssp.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 P01 RTE 381 HOTEL DRIVEWAY Centerline Centerline EOP (typ.) DRIVEW AY ENTRANCE ROAD RTE 38 1. For referenced standards and details, see S sheets. 2. Work limits may be changed to fit field conditions as approved by the CO. 3. Maintain access to Entrance Road and driveways at all time. NOTES: Remove existing guardrail (180') existing guardrail system tangent and connect to the Terminal section, type MGS system existing guardrail MGS system to the Connect guardrail connection 31+55.00) MGS tangent (guardrail Terminal section, type type H, arrow (typ.) Pavement markings, 180' steel posts, type 2, class A system MGS, Guardrail solid type H, markings, Pavement Pavement markings, type H, solid R3-8 31+61.00 R1-1 30+21.26 R2-1 31+61.00 EOP Existing R1-1 80+25.22 MATCH LINE 35+04.37 posts, 152' type 2, class A steel Guardrail system MGS, connection 33+44.78) tangent (guardrail Terminal section, type MGS connection 80+57.00) MGS tangent (guardrail Terminal section, type connection 82+76.00) MGS tangent (guardrail Terminal section, type posts, 220' type 2, class A steel Guardrail system MGS, pavement markers (type H) with raised Double solid yellow striping N MATCH LINE 35+04.37 RTE 381 SCALE IN FEET 0 25 50 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS GUARDRAILS, TRAFFIC CONTROL, Sheet 2 of 2 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES 35 40 35 36 37 38 39 40 41 1:33 PM 13 May 2025 ] P02 Plan2 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\P01-02_VI_38_2_C2_ssp.dgn STATE PROJECT NUMBER SHEET VI VI 38(2) C2 P02 E 1028791.716 N 186106.656 40+56.15 RTE 381 END WORK Centerline EOP 1. For referenced standards and details, see S sheets. 2. Work limits may be changed to fit field conditions as approved by the CO. 3. Maintain access to Entrance Road and driveways at all time. NOTES: steel posts, 350' MGS, type 2, class A Guardrail system connection 38+55.00) MGS tangent (guardrail Terminal section, type pavement markers (type H) with raised Double solid yellow striping 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 8:22 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S01 157-02 Wire-Backed Silt Fence.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION 05/2024 PROJECT NUMBER SHEET S01 VI 38(2) C2 24'' Riprap, class 1 Riprap, class 1 24'' Rolled erosion control product, Type 2.B 6" (min.) 6" (min.) Rolled erosion control product, Type 2.B Rolled erosion control product, Type 2.B 2:1 (typ.) 24'' Ponded water (typ.) Riprap, class 1 (typ.) (S) Ditch grade (G) TRAPEZOIDAL DITCH V-DITCH DITCH PROFILE VIEW CHECK DAM SPACING TABLE LNFT SPACING (S) 2% 75 3% 4% (G)* DITCH GRADE 6% 5% 50 40 30 25 2% or above 6% ditch grades. Do not use Check Dams below DITCH CROSS-SECTION VIEW Check dam spacing (See Table) * NO SCALE APPROVED FOR USE FP-24, FP-14 EFLHD DETAIL 8:22 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S02 157-06 Check Dam with Rolled Erosion Control Product.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION EROSION CONTROL PRODUCT CHECK DAM WITH ROLLED E157-06 05/2024 PROJECT NUMBER SHEET S02 VI 38(2) C2 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 8:24 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S03 204-01 Cut and Fill Slope Transitions.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION PROJECT NUMBER SHEET S03 VI 38(2) C2 See Note 3 1V:3H or flatter Existing slope See Note 3 Backfill layer, 12" max. (typ.) TYPICAL SECTION B TYPICAL SECTION A SLOPES 1V:3H OR FLATTER SLOPES STEEPER THAN 1V:3H steeper than 1V:3H Existing slope Backfill material Backfill material See Note 2 See Note 2 Backfill layer, 12" max. (typ.) See Note 2 48" max. (typ.) See Note 3 12" max. (typ.) Varies Top of slope (as shown in plans) Proposed embankment slope Embankment Top of slope Embankment (as shown in plans) Proposed embankment slope See Note 2 NOTES: until the top of slope is reached. Excavate and backfill in a similar manner to vary. Place embankment material. reached, allowing the horizontal distance slope until a maximum height of 1 foot is Typical Section B. Cut into the existing For slopes 1V:3H or flatter, refer to manner until the top of slope is reached. reached. Excavate and backfill in a similar layers until a backfill height of 4 feet is placed and compacted in 1-foot thick Bench the slope as the embankment is horizontal benches in the existing slope. Typical Section A. Cut 8-foot wide For slopes steeper than 1V:3H, refer to embankment is being constructed. bench the foundation while the side-hill or another existing embankment, Where the embankment foundation is on 3. 2. 1. NO SCALE APPROVED FOR USE Varies 8' (typ.) FP-24, FP-14 EFLHD DETAIL 8:24 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S04 204-02 Benching for Embankment.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION BENCHING FOR EMBANKMENT E204-02 05/2024 PROJECT NUMBER SHEET S04 VI 38(2) C2 4. 3. 2. 1. See Road Connection Schedule for dimensions. culvert. Type C connection), to provide at least 6 inches of cover over If drainage is necessary, move the ditch line back (as shown for For roadway surface and shoulder widths, see Typical Setions. Match existing road connection profile, as directed. ROAD CONNECTION, TYPE B PLAN ROAD CONNECTION, TYPE C PLAN ROAD CONNECTION, TYPE D PLAN ROAD CONNECTION, TYPE E PLAN RIGHT ANGLE ROAD CONNECTION PROFILE ROAD CONNECTION, TYPE A PLAN Shoulder roadway Main Shoulder Taper Shoulder Shoulder x Shoulder Shoulder y x Shoulder roadway Main Shoulder Shoulder Offset, y* 1 *R 2 R * 2 T * Taper Length x* 1 T * Taper roadway Main Shoulder Shoulder Offset, y* roadway Main Shoulder Transition 1 TR * Length x* Transition 2 TR * 2 R * 1 *R Var. Ditch Var. Shoulder Main roadway y x Shoulder Shoulder Taper Shoulder roadway Main Shoulder and match existing Saw cut, as directed, toe of fill Ditch line or Shoulder line (See Note 1) Road connection profile y and match existing Saw cut, as directed, and match existing Saw cut, as directed, and match existing Saw cut, as directed, and match existing Saw cut, as directed, 60' R 70' 54' 100' 10' 25' for Types A & B Approach platform 25' R 25' R 6' 50' 22' 31' 16' R Roadway See Note 4 See Note 4 See Note 4 Roadway Roadway See Note 4 Roadway * See Note 4 * See Note 4 Roadway L C Edge of travelway NOTES: (typical all connections) Pipe culvert where staked NO SCALE APPROVED FOR USE FP-24, FP-14 EFLHD DETAIL 8:25 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S05 204-05 Roadway Connections.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION ROADWAY CONNECTIONS E204-05 05/2024 PROJECT NUMBER SHEET S05 VI 38(2) C2 Flowline or flatter Slope 1V:2H PLAN 4D (min.) Varies Geotextile, Class 1, Type C D/2 (min.) 1 1 3 3 H NOTES: quantities. See Sheet 2 of 2 for dimensions and estimated diameter for (D) dimension. For arch or elliptical pipes, use equivalent less than 10%. Use for aprons serving culverts with slopes of 3. 2. 1. PLAN 1 3 1 3 End section Headwall H (min.) CULVERT WITH END SECTION CULVERT WITH HEADWALL SECTION A-A SECTION B-B Variable slope Variable slope Geotextile, Class 1, Type C Geotextile, Class 1, Type C A A B B ground Existing ground Existing E width Ditch bottom E X X CULVERT WITH HEADWALL SECTION E-E ground Existing Geotextile, Class 1, Type C CULVERT WITH HEADWALL AND WINGWALL X X F F width Ditch bottom SECTION F-F H (min.) H (min.) Radius = D (typ.) SECTION X-X Existing ground ground Existing Headwall Variable slope D/2 (min.) D/2 (min.) D D D Var. fill slope Var. fill slope Var. fill slope Var. fill slope Variable slope Geotextile, Class 1, Type C D/2 End section H (min.) PROTECTIVE APRON AT CULVERT OUTLET WITHOUT DITCH PLAN PLAN PLAN wingwall Headwall and D width Ditch bottom D X X D D CULVERT WITH END SECTION SECTION D-D PROTECTIVE APRON AT CULVERT OUTLET WITH DITCH H (min.) D/2 (min.) ground Existing Variable slope Var. fill slope Geotextile, Class 1, Type C D/2 D/2 D/2 Headwall End section 3D/2 End section Headwall wingwall Headwall and NO SCALE APPROVED FOR USE L L L L L 2D 2D D D D D D L L D 3D/2 2D D L L L FP-24, FP-14 EFLHD DETAIL 8:25 AM 9 April 2025 ] Sheet 1 of 2 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S06-07 251-01 Placed Riprap at Culvert Outlets w Ditch.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION E251-01 05/2024 Sheet 1 of 2 CULVERT OUTLETS PLACED RIPRAP AT PROJECT NUMBER SHEET S06 VI 38(2) C2 PROTECTIVE APRON AT CULVERT OUTLET WITH NO END TREATMENT width Ditch bottom M M CULVERT OUTLET WITHOUT DITCH SECTION M-M PLAN ground Existing Geotextile, Class 1, Type C Variable slope Var. fill slope D H (min.) 48 42 36 30 24 18 12 48 42 36 30 24 18 12 CLASS RIPRAP SQYD QUANTITY GEOTEXTILE ESTIMATED WITH END SECTION INCH SIZE (D) CULVERT FT APRON (L) LENGTH OF FT APRON (H) DEPTH OF CUYD QUANTITY RIPRAP ESTIMATED 48 42 36 30 24 18 12 48 42 36 30 24 18 12 WITH HEADWALL 4 4 3 3 2 2 2 4 4 3 3 2 2 2 4 4 3 3 2 2 2 4 4 3 3 2 2 2 26 23 17 14.5 10 8 6 24 21 15 12.5 8 6 4 24 21 15 12.5 8 6 4 24 21 15 12.5 8 6 4 2.5 2.5 2 2 1.5 1.5 1.5 2.5 2.5 2 2 1.5 1.5 1.5 2.5 2.5 2 2 1.5 1.5 1.5 2.5 2.5 2 2 1.5 1.5 1.5 86 70 42 32 17 12 7 91 73 43 32 16 10 6 91 73 43 32 16 10 6 78 63 37 27 13 9 5 49.8 38.7 18.5 13.2 5.2 3.2 1.7 62.2 47.6 21.7 15 5.3 3 1.6 62.2 47.6 21.7 15 5.3 3 1.6 44.4 34 15.6 10.8 3.9 2.2 1 AND WINGWALL WITH HEADWALL PLAN CULVERT OUTLET WITH DITCH SECTION N-N TREATMENT WITH NO END OUTLET WITH DITCH 38.5 29.8 15.1 10.7 4.4 2.7 1.3 44.5 34.1 16.7 11.6 4.5 2.5 1.1 35.6 27.2 13.3 9.3 .6 3 2 1.1 35.6 27.2 13.3 9.3 3.6 2 0.9 SQYD QUANTITY GEOTEXTILE ESTIMATED CUYD QUANTITY RIPRAP ESTIMATED 70 56 36 27 15 10 6 84.9 68.4 42.6 32 17 11.1 6.3 65 52 32 24 12 8 5 5 6 52 32 24 12 8 4 PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES Variable slope H (min.) D/2 (min.) Var. fill slope ground Existing Geotextile, Class 1, Type C N N NOTES: diameter for (D) dimension. For arch or elliptical pipes, use equivalent less than 10%. Use for aprons serving culverts with slopes of 2. 1. DITCH OUTLET WITHOUT 1 3 NO SCALE APPROVED FOR USE L 2D L D D D D D L 3D/2 3D/2 L FP-24, FP-14 EFLHD DETAIL 7:19 AM 9 April 2025 ] Sheet 2 of 2 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S06 251-01 Placed Riprap at Culvert Outlets w Ditch.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION Sheet 2 of 2 CULVERT OUTLETS PLACED RIPRAP AT E251-01 05/2024 PROJECT NUMBER SHEET S07 VI 38(2) C2 Riprap Class 1'-6" 1'-6" 1'-6'' RIPRAP DEPTH TABLE Depth (d) 3D Diameter of pipe (D) (as shown on plans) L PLAN D (as shown on plans) L Depth (d) END TREATMENT CULVERT WITH NO ELEVATION Depth (d) (as shown on plans) L D Var. fill slope Var. fill slope (as shown on plans) L CULVERT WITH HEADWALL ELEVATION Depth (d) Var. fill slope (as shown on plans) L PLAN D 3D Centerline of drainage 3 D Centerline of drainage End section Diameter of pipe (D) (as shown on plans) L PLAN 3D CULVERT WITH END SECTION ELEVATION diameter for (D) dimension. For arch or elliptical pipes, use equivalent NOTE: 4 3 2 30" 24" 18" Headwall Centerline of drainage Headwall Existing ground End section Existing ground Geotextile, Class 1, Type C Geotextile, Class 1, Type C Type C Geotextile, Class 1, Existing ground NO SCALE APPROVED FOR USE FP-24, FP-14 EFLHD DETAIL 8:26 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S08 251-02 Placed Riprap at Culvert Outlets.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION AT CULVERT LOOSE RIPRAP CHANNEL E251-02 05/2024 PROJECT NUMBER SHEET S08 VI 38(2) C2 NO SCALE shoulder Subgrade Roadway ditch Flowline Cut limits Toe of fill FILL CUT End of roadway ditch as shown in the plans m in. Flowline A A B B Cut limits CUT Roadway ditch Flowline shoulder Subgrade End of roadway ditch FILL Flowline at toe of fill Original ground as shown in the plans line with toe of fill Flowline approx. in roadway ditch at end of ￿ Existing ground Variable slope Placed riprap, class 2 min. Original ground fit field condition F waterway to of roadway ditch Flowline at end at toe of fill Variable ground slope See note 2 Geotextile filter Placed riprap, class 2 min. Variable slope Fill slope NOTE: Variable length Variable length min. TYPE 1 - NOT CONTIGUOUS TO FILL SLOPE TYPE 2 - CONTIGUOUS TO FILL SLOPE PLAN VIEW PLAN VIEW ELEVATION ELEVATION SECTION A-A SECTION B-B Variable length as shown in the plans 1:2 1:2 min. to Subsection 714.01(c). Furnish geotextile filter conforming 2. will not be measured for payment. Excavation for placement of riprap 1. Variable length L as shown in the plans min. (Qmax = 5 cfs) 10' 10' min. min. 12" 18" min. 18" min. 40" ± 24" 24" 24" 40" ± min. 12" 10' 10' min. 24" ± 5' ± 24" ± 24" ± m in. 18" (Qmax = 5 cfs) min. 12" 18" min. 18" BETWEEN CUT AND FILL PLACED RIPRAP C251-51 FP-24 06/2024 CFLHD DETAIL 8:35 AM 9 April 2025 ] Det C251-51 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S09 251-51 Placed Riprap Between Cut and Fill.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S09 VI 38(2) C2 K VALUE TABLE (ft/in) 30 35 40 45 50 55 60 65 70 75 30 32.5 35 37.5 40 42.5 45 47.5 50 52.5 * Use a K Value of 30 for speeds less than 30 MPH. K (MPH) * POSTED SPEED NOTE: 2 inches x 42.5 ft./in. = 85 feet. Then the minimum transition length = Effective overlay thickness = 2 inches If the posted speed is 55 MPH Example : (Minimum transition length=30 feet) applies), to obtain the transition length. Use K*[e -e ]=T, or K*[d -d ]=T (whichever the posted speed of the roadway. elevations) by the K value from the Table for (difference between the existing and overlaid the effective overlay thickness in inches less than the value obtained by multiplying Provide a transition length in feet that is not Existing asphalt pavement Existing base course New asphalt pavement New base course Existing asphalt pavement Existing base course Remove pavement (mill) NEW PAVEMENT (Final course) Asphalt overlay (Depth equals overlay thickness) Saw cut Existing elevation (e ) Overlaid elevation (e ) (Full depth of existing asphalt pavement) Saw cut K Transition length variable (See Table) (For Table e - e = effective overlay thickness) OVERLAY d2 Existing asphalt pavement Existing base course d1 OVERLAY - DEPTH TRANSITIONS (depth 2) Asphalt overlay (depth 1) Asphalt overlay K Transition length (Variable, see Table) (For Table, d - d = effective overlay thickness) 1 2 1 2 2 1 1 2 1 2 NO SCALE APPROVED FOR USE FP-24, FP-14 EFLHD DETAIL 8:27 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S10 401-01 Pavement Transitions.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION PAVEMENT TRANSITIONS E401-01 05/2024 PROJECT NUMBER SHEET S10 VI 38(2) C2 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 8:36 AM 9 April 2025 ] Std 501-1 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S11 501-1 Minor Concrete Pavement.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S11 VI 38(2) C2 CL CL Varies 1 HEADWALLS DOUBLE PIPE CULVERT SINGLE PIPE CULVERT ISOMETRIC VIEW SECTION A-A HEADWALL FOR DOUBLE PIPE CULVERT HEADWALL FOR SINGLE PIPE CULVERT DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES SQUARE HEADWALL 15° SKEW 30° SKEW 45° SKEW 45° SKEW 30° SKEW 15° SKEW SQUARE HEADWALL A A Culvert Roadway Bolt Detail See Hook HOOK BOLT DETAIL TYPICAL HALF PLAN Washers 180 174 168 162 156 150 144 138 132 126 120 114 108 102 96 90 84 78 72 66 60 54 48 10.50 10.25 10.00 9.75 9.50 9.25 9.00 8.75 8.50 8.25 8.00 7.75 7.50 7.25 7.00 6.75 6.50 6.25 6.00 5.75 5.50 5.25 5.00 17.75 17.25 16.50 16.00 15.25 14.75 14.00 13.50 12.75 12.25 11.50 11.00 10.25 9.75 9.00 8.50 7.75 7.25 6.50 6.00 5.25 4.75 4.00 19.00 18.50 18.00 17.50 17.00 16.50 16.00 15.50 15.00 14.50 14.00 13.50 13.00 12.50 12.00 11.25 10.50 9.75 9.00 8.25 7.50 6.75 6.00 54.50 53.00 51.00 49.50 47.50 46.00 44.00 42.50 40.50 39.00 37.00 35.50 33.50 32.00 30.00 28.25 26.00 24.25 22.00 20.25 18.00 16.25 14.00 14.65 14.00 13.19 12.57 11.80 11.21 10.48 9.93 9.23 8.71 8.05 7.56 6.95 6.49 5.92 5.43 4.83 4.38 3.84 3.43 2.94 2.57 2.13 18.50 17.75 17.00 16.50 15.75 15.25 14.50 13.75 13.25 12.50 12.00 11.25 10.50 10.00 9.25 8.75 8.00 7.50 6.75 6.00 5.50 4.75 4.25 19.75 19.25 18.75 18.00 17.50 17.00 16.50 16.00 15.50 15.00 14.50 14.00 13.50 13.00 12.50 11.75 10.75 10.00 9.25 8.50 7.75 7.00 6.25 56.75 54.75 52.75 51.00 49.00 47.50 45.50 43.50 42.00 40.00 38.50 36.50 34.50 33.00 31.00 29.25 26.75 25.00 22.75 20.50 18.75 16.50 14.75 15.29 14.45 13.63 12.93 12.15 11.57 10.83 10.11 9.58 8.90 8.40 7.76 7.14 6.69 6.11 5.62 4.96 4.51 3.97 3.45 3.07 2.60 2.25 20.50 19.75 19.00 18.25 17.50 17.00 16.25 15.50 14.75 14.00 13.25 12.50 11.75 11.00 10.50 9.75 9.00 8.25 7.50 6.75 6.00 5.25 4.50 22.00 21.25 20.75 20.25 19.75 19.00 18.50 18.00 17.25 16.75 16.25 15.50 15.00 14.50 13.75 13.00 12.00 11.25 10.50 9.50 8.75 7.75 7.00 63.00 60.75 58.75 56.75 54.75 53.00 51.00 49.00 46.75 44.75 42.75 40.50 38.50 36.50 34.75 32.50 30.00 27.75 25.50 23.00 20.75 18.25 16.00 16.94 16.00 15.18 14.37 13.59 12.91 12.16 11.44 10.65 9.97 9.31 8.59 7.97 7.37 6.86 6.24 5.58 5.00 4.46 3.88 3.39 2.87 2.43 25.00 24.25 23.25 22.50 21.50 20.75 19.75 19.00 18.00 17.25 16.25 15.50 14.50 13.50 12.75 11.75 11.00 10.00 9.25 8.25 7.50 6.50 5.75 26.75 26.25 25.50 24.75 24.00 23.25 22.75 22.00 21.25 20.50 19.75 19.00 18.50 17.75 17.00 16.00 14.75 13.75 12.75 11.75 10.50 9.50 8.50 76.75 74.75 72.00 69.75 67.00 64.75 62.25 60.00 57.25 55.00 52.25 50.00 47.50 44.75 42.50 39.50 36.75 33.75 31.25 28.25 25.50 22.50 20.00 20.59 19.73 18.60 17.69 16.62 15.76 14.83 14.00 13.05 12.27 11.37 10.64 9.86 9.04 8.39 7.56 6.83 6.07 5.46 4.77 4.17 3.54 3.05 1218 1173 1121 1077 991 950 902 831 775 748 666 632 591 553 491 458 410 361 318 289 236 210 180 1276 1222 1157 1109 1022 981 922 842 805 760 695 654 604 571 509 475 424 374 331 290 248 217 191 1411 1353 1288 1236 1144 1087 1039 955 902 858 771 717 676 637 575 526 476 410 368 327 279 239 203 1727 1673 1581 1533 1394 1341 1281 1173 1105 1053 949 893 842 783 699 638 586 498 457 407 336 295 257 35.50 34.25 33.00 31.75 30.50 29.25 28.00 26.75 25.50 24.25 23.00 21.75 20.50 19.25 18.00 16.75 15.50 14.25 13.00 11.75 10.50 9.25 8.00 10.53 9.94 9.37 8.81 8.27 7.75 7.24 6.75 6.27 5.81 5.36 4.93 4.52 4.12 3.74 3.37 3.02 2.68 2.37 2.06 1.78 1.50 1.25 10.90 10.31 9.73 9.08 8.54 8.01 7.50 7.00 6.52 5.98 5.53 5.10 4.68 4.28 3.90 3.47 3.11 2.78 2.46 2.15 1.81 1.54 1.29 41.00 39.50 38.00 36.75 35.25 33.75 32.25 31.00 29.50 28.00 26.50 25.00 23.75 22.25 20.75 19.25 18.00 16.50 15.00 13.50 12.00 10.75 9.25 14.91 14.09 13.28 12.50 11.74 10.92 10.20 9.51 8.84 8.20 7.57 6.97 6.39 5.83 5.29 4.78 4.29 3.82 3.37 2.89 2.49 2.11 1.75 920 867 838 783 728 680 654 584 560 514 460 430 399 371 325 297 268 233 207 186 151 126 109 1260 1197 1146 1094 996 933 885 799 754 711 634 594 554 510 442 406 368 317 286 249 208 175 144 180 174 168 162 156 150 144 138 132 126 120 114 108 102 96 90 84 78 72 66 60 54 48 36.75 35.50 34.25 32.75 31.50 30.25 29.00 27.75 26.50 25.00 23.75 22.50 21.25 20.00 18.75 17.25 16.00 14.75 13.50 12.25 10.75 9.50 8.25 877 847 796 767 692 665 619 570 527 502 441 419 381 354 309 284 256 221 196 175 143 124 101 12.17 11.46 10.78 10.21 9.56 8.94 8.33 7.83 7.25 6.70 6.17 5.66 5.24 4.76 4.30 3.87 3.51 3.11 2.73 2.37 2.02 1.75 1.44 1022 974 919 889 805 761 723 658 618 572 521 479 447 416 364 327 299 259 231 203 164 148 120 50.25 48.50 46.75 45.00 43.25 41.25 39.50 37.75 36.00 34.25 32.50 30.75 29.00 27.25 25.50 23.75 22.00 20.25 18.50 16.50 14.75 13.00 11.25 10.50 10.25 10.00 9.75 9.50 9.25 9.00 8.75 8.50 8.25 8.00 7.75 7.50 7.25 7.00 6.75 6.50 6.25 6.00 5.75 5.50 5.25 5.00 FEET A FEET L LB STEEL FEET B CUYD CONC. FEET A FEET L LB STEEL FEET B CUYD CONC. FEET A FEET L LB STEEL FEET B CUYD CONC. FEET A FEET L LB STEEL FEET B CUYD CONC. INCH D FEET H FEET L CUYD CONC. LB STEEL FEET L CUYD CONC. LB STEEL FEET L CUYD CONC. LB STEEL FEET L CUYD CONC. LB STEEL INCH D FEET H " Ø 8 3 " hex nuts 8 3 10" max. both faces #4 bars at equal spacing angle Skew Pour concrete monolithically. ordinary finish. and finish all exposed surfaces with a Class 1 rock provided the wall is keyed into the rock at Headwall dimension "H" may be reduced in solid otherwise noted. 8. 7. 6. 5. 4. 3. 2. 1. D D/2 D/2 L L/2 L/2 H A B A L L 90° angle Skew approved. angle, and slope bevel in the field have been Do not order materials until the length, skew tables on this standard. Final quantities will be determined by using the square headwalls by secant of the skew angle. quantities and dimensions "A", "B" & "L" for For skews other than those shown, multiply additional pipe culvert. incremental change in quantities for each adding a length equal to dimension "B" and the quantities shown for double pipe installation by culverts, increase the dimension "L" and all For installations with more than two pipe according to ASTM A153. bolts conform to ASTM A307. Galvanize pipe perimeter at center of headwall. Hook NO SCALE NOTE: D D D D inch 4 3 Chamfer all exposed edges Clearance for reinforcing steel is 2 inches unless 3" 3" max. D/2 3'-0" 12" 3" max. Set hook bolts on nominal 18-inch centers around least 1 foot. " max. 2 1 12" min. CONCRETE HEADWALLS 601-1 FP-24, FP-14 2/2024 FLH STANDARD 8:36 AM 9 April 2025 ] Std 601-1 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S12 601-1 Concrete Headwalls.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S12 VI 38(2) C2 steel as necessary. Field bend reinforcing to centerline roadway. measured from perpendicular Skew angle of wingwall is 45° 45° 45° 45° 45° 30° 30° 45° 60° 15° 15° 60° 60° 0° 0° 60° Inlet Outlet CL CL 4 3 2 1 A A HEADWALL AND WINGWALL TYPICAL WINGWALL WINGWALL LAYOUT PLAN ELEVATION ELEVATION PLAN SECTION A-A WINGWALL SKEWS RECOMMENDED DIMENSIONS, REINFORCING STEEL AND CONCRETE TABLE OF QUANTITIES WINGWALLS FOR CONCRETE HEADWALLS WINGWALL PIPE SKEW 0° WINGWALL SKEW 15° WINGWALL SKEW 30° WINGWALL SKEW 45° WINGWALL SKEW 60° WINGWALL SKEW H W CONC. STEEL W CONC. STEEL W CONC. STEEL W CONC. STEEL W CONC. STEEL 0° 15° 30° 45° 4 3 2 1 top & bottom Roadway Pipe culvert Wingwall not shown bottom reinforcement top & bottom b.f. not shown o.f. reinforcement joint filler (typ.) joint filler (typ.) b.f. = both faces o.f. = other face f.f. = fill face Abbreviations: Ground line FEET CUYD LB 96 90 84 78 72 66 60 54 48 7.00 6.75 6.50 6.25 6.00 5.75 5.50 5.25 5.00 10.00 9.50 8.75 8.25 7.50 7.00 6.25 6.00 6.00 3.15 3.11 3.06 3.02 2.98 2.94 2.90 2.86 2.81 191 190 188 186 185 183 181 180 178 6.25 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 3.21 3.06 3.02 2.98 2.94 2.90 2.86 2.82 2.78 200 190 188 186 185 183 181 180 178 7.00 6.50 6.25 6.00 6.00 6.00 6.00 6.00 6.00 3.49 3.24 3.09 2.95 2.91 2.87 2.84 2.80 2.76 218 207 197 186 185 183 181 180 178 8.50 8.00 7.50 7.00 6.50 6.00 6.00 6.00 6.00 4.10 3.84 3.59 3.34 3.09 2.85 2.82 2.78 2.74 260 246 232 213 202 183 181 180 178 12.00 11.25 10.50 9.75 9.00 8.25 7.50 6.75 6.00 5.56 5.18 4.81 4.45 4.09 3.74 3.39 3.06 2.73 350 329 311 285 263 241 224 202 178 INCH D FEET FEET CUYD LB FEET CUYD LB FEET CUYD LB FEET CUYD LB 10" max. f.f. #4 Bars at equal spa., 15" max. o.f. #4 Bars at equal spa., 15" max. o.f. #4 Bars at equal spacing 12" max. f.f. #5 Bars at equal spacing " min. preformed 2 1 " min. preformed 2 1 #5 Bars (typ.) f.f. #4 Bars top (typ.) #4 Bars top (typ.) #4 Bars b.f. #4 Bars #4 Bars top & bottom 15" max. #4 Bars #4 Bars #5 Bars f.f. #4 Bars o.f. quantities by multiplying the quantities for 0° skew and For lengths W not shown in table, approximate the Quantities shown in table are for one wingwall only. ordinary finish. and finish all exposed surfaces with a Class 1 W = D/2 × slope × secant (wingwall skew angle) following equation: For 1V:2H or 1V:2.5H slopes compute length W with the for wingwalls are computed for a 1V:1.5H side slope. For skew angles shown in table, the length W and quantities Skew angle of wingwall Skew angle of pipe Skew angle of wingwall Wingwall bars Wingwall bars W H W L D slope bevel in the field have been approved. Do not order materials until the length, skew angle, and this drawing. Final quantities will be determined by using the tables on slope paving dimensions. NO SCALE NOTE: 7. 6. 5. 4. 3. 2. 1. Reinforcing steel clearance is 2 inches unless otherwise noted. inch 4 3 Chamfer all exposed edges Minimum W not less than 6 feet. 4'-0" 18" 6'-0" 4'-0" 12" 12" 2'-0" 12" 12" 12" 12" 18" 3" Clr. See Standards 601-1 and 601-2 for headwall and a given height H by the factor: 1 + [(W-6.0) × 0.14]. equal spacing #4 Bars at b.f. at 15" CONCRETE HEADWALLS WINGWALLS FOR 601-3 FP-24, FP-14 2/2024 FLH STANDARD 8:37 AM 9 April 2025 ] Std 601-3 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S13 601-3 Wingwalls for Concrete Headwalls.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S13 VI 38(2) C2 HEADWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) A B C D F H L S Conc. Pipe HEADWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT (D) A B C F H L Conc. Pipe C.M. Pipe FRONT ELEVATION SIDE ELEVATION spacing (all ways) Fill Slope CUBIC YARDS OF CONCRETE 2.904 5'-8" 13'-0" 5'-4" 0'-9" 3'-7" 3'-6" 2'-0" 1'-0" 68" x 43" 2.969 5'-0" 13'-0" 4'-11" 0'-9" 3'-2" 3'-3" 1'-11" 1'-0" 60" x 38" 2.801 4'-5" 12'-11" 4'-7" 0'-9" 2'-10" 2'-9" 1'-11" 1'-0" 53" x 34" 2.512 4'-1" 12'-1" 4'-5" 0'-9" 2'-8" 2'-8" 1'-11" 1'-0" 49" x 32" 2.101 3'-9" 10'-11" 4'-2" 0'-9" 2'-5" 2'-7" 1'-10" 1'-0" 45" x 29" 1.811 3'-6" 10'-2" 4'-0" 0'-9" 2'-3" 2'-5" 1'-9" 0'-11" 42" x 27" 1.500 3'-2" 9'-2" 3'-9" 0'-9" 2'-0" 2'-4" 1'-8" 0'-10" 38" x 24" 1.236 2'-10" 8'-6" 3'-7" 0'-9" 1'-10" 2'-1" 1'-6" 0'-10" 34" x 22" 0.855 2'-6" 7'-2" 3'-3" 0'-8" 1'-7" 1'-11" 1'-5" 0'-9" 30" x 19" 0.502 1'-11" 5'-5" 2'-10" 0'-8" 1'-2" 1'-8" 1'-2" 0'-8" 23" x 14" CUBIC YARDS OF CONCRETE 0.257 0.241 3'-8" 2'-0" 0'-6" 1'-2" 0'-9" 0'-6" 6" 0.521 0.492 5'-0" 2'-11" 0'-8" 1'-7" 1'-1" 0'-8" 15" 0.739 0.697 6'-0" 3'-2" 0'-8" 1'-9" 1'-3" 0'-9" 18" 1.398 1.319 8'-0" 3'-9" 0'-9" 2'-2" 1'-6" 0'-11" 21" or 24" 2.198 2.067 10'-0" 4'-3" 0'-9" 2'-6" 1'-9" 1'-0" 27" or 30" 3.145 2.947 12'-0" 4'-9" 0'-9" 2'-9" 2'-0" 1'-0" 33" or 36" #4 Bars at 9" max. 1. 2. 3. 4. 5. Quantities shown are for one headwall with pipe at right angles. S L A B D F C Prepare foundation according to Section 209. Orient all headwalls parallel to the roadway centerline unless otherwise shown in the plans or as directed. When pipes are on a skew, adapt and lengthen headwalls as directed. NO SCALE NOTE: D H F (typ.) 2" (typ.) 2" (typ.) 2" inch. 4 3 Chamfer all exposed corners not rounded to 2"(typ.) Place headwalls on 6 inches of foundation fill. SMALL PIPE CULVERT CONCRETE HEADWALL FOR 601-4 FP-24, FP-14 2/2024 FLH STANDARD 8:37 AM 9 April 2025 ] Std 601-4 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S14 601-4 Concrete Headwall for Small Pipe Culvert.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S14 VI 38(2) C2 CONCRETE ROUND PIPE CULVERT FILL HEIGHT AND PIPE CLASS TABLE PIPE SIZE 12 18 24 30 36 48 60 72 84 96 108 COVER MINIMUM MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE IN FEET INCHES DIAMETER INCHES 16 13 13 13 15 12 9 9 11 10 11 20 20 19 17 17 14 9 13 11 10 11 31 31 28 26 20 16 15 25 16 41 44 44 41 35 31 39 23 19 16 15 16 15 16 11 13 15 14 18 26 24 23 20 20 17 14 17 15 14 18 37 35 32 31 26 20 22 31 26 49 50 50 56 46 40 45 37 TRENCH EMBANKMENT 12 12 12 12 12 12 12 12 12 12 12 6" min. 1'-0" 2H or 12' max. 2H or 12' max. 6" min. 1'-0" 2H or 12' max. installations H or 3' max. for embankment 12-36 36-96 OVER 96 15" 48" 2H 72" 72" DIAMETER INCHES MINIMUM SPACING EMBANKMENT TRENCH 8" 1'-0" min. exceeding 6" compacted depth. Embankment material placed in layers not placed in layers not exceeding 6" compacted depth. Approved granular material or fine compactable soil 1'-3" min. 1'-5" max. 8" 1'-0" 2'-0" " max. 2 1 2'-9 " min. 2 1 2'-6 CLASS II CLASS IV CLASS V CLASS III CLASS II CLASS III CLASS IV CLASS V 1'-0" Roadway embankment Natural ground H H H Limits of pipe compaction 2H 2H H H Roadway embankment H H 0.15H H H H 0.15H Roadway embankment Natural ground H H Minimum spacing (See Table) H H H Width Bedding material O Ring if required ON UNYIELDING MATERIAL ON UNSTABLE MATERIAL LEGEND: SUPPLEMENTAL CONCRETE PIPE TIE MULTIPLE ROUND PIPE INSTALLATION PIPING PLUG SECTION A-A EMBANKMENT INSTALLATION TRENCH INSTALLATION 60 60 H Width may be adjusted to tie into impervious material. approved material with a permeability not to exceed 0.004 in./sec. or slope paving excluded. Construct plug of A-6 or A-7 material or other classified other than AASHTO A-6 or A-7. Inlets with full-height headwalls Construct piping plug at culvert inlet when embankment material is are galvanized and conforming to ASTM A307. elsewhere as specified in the contract documents. Ensure all tie hardware joint and at downstream pipe-to-end section joint, if present. Use Use supplemental concrete pipe ties on last downstream pipe-to-pipe of AASHTO Standard Specifications for Highway Bridges. on approval of site-specific structural pipe designs meeting the criteria Maximum fill heights for pipe culvert installations may be increased culvert or install bell and spigot pipe. When grades exceed 10%, install supplemental concrete pipe ties on pipe of the trench. For pipe installation in trench, ensure the compaction limits are the walls Pipe compaction limits shown are for pipe installation in an embankment. fill height from the top of the pipe culvert to the top of the pavement. to the top of the pavement. For all roadway surface types, measure maximum For rigid pavement, measure minimum cover from the top of the pipe culvert cover from the top of the pipe culvert to the bottom of the roadway subgrade. For flexible pavement and aggregate surface roadways, measure minimum invert, reduce the amount of camber or increase the pipe culvert gradient. on the parabolic curve as designed exceeds the elevation of the inlet length. Develop camber on a parabolic curve. If the midpoint elevation inlet and outlet inverts an ordinate amount equal to 1% of the pipe When directed, camber pipe culverts upward from a chord through the NOTES: 6. 5. 4. 3. 2. 1. Finished subgrade height before trench excavation Finished subgrade or embankment over 6 inches in uncompacted depth. material. Lightly compact in layers not replace with selected fine compressible Remove unyielding material and 12" min., 24" max. " per foot of cover, 2 1 Finished subgrade Bedding material Bedding material to springline Granular backfill fill material properly compacted. with approved granular foundation to firm bearing soil and replace Remove unstable material excavation 1'-6" min. in trench Finished subgrade Do not install fastener over pipe joint. 1" dia. joint tie " dia. hole for 4 1 1 when precast. Tapered holes permitted treatment Culvert end slope Embankment Piping plug Pipe culvert holes (typ.) Concrete pipe tie H H 2 A A NO SCALE APPROVED FOR USE (typ.) 2" (max.) FP-24, FP-14 EFLHD DETAIL 8:59 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S15 602-07 Concrete Pipe Culvert Installation.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION E602-07 05/2024 INSTALLATION CONCRETE PIPE CULVERT PROJECT NUMBER SHEET S15 VI 38(2) C2 NO SCALE NOTE: 3. 2. 1. flared end section. Warp embankment slopes to match the slope of the the inlet end section with a tongue end. Fabricate the outlet end section with a groove end and allow for manufacturer's standards. Variations in design and dimensions are permitted to L B C T Diameter T F A T W T R1 T W T R2 T Diameter T A PLAN ELEVATION SECTION A-A T Diameter T T W T PLAN T W T ELEVATION SECTION A-A B C L T Diameter T F A R3 A B B ￿ ￿ ￿ ￿ 1 3 3 1 PIPE SIZE END SECTIONS FOR ROUND PIPE CULVERT T+1" T+1" T A B C L W F R1 R2 R3 inch DIAMETER inch DIMENSIONS 48 42 36 33 30 27 24 21 18 15 12 5 4 3 2 24 21 15 12 9 9 6 4 72 63 63 54 36 27 27 24 96 96 96 96 73 73 73 84 78 72 66 60 54 48 42 36 30 24 49 43 37 34 31 28 25 22 19 16 13 22 22 20 15 14 13 12 11 9 12 11 11 9 8 9 8 5 6 4 4 1 2 2 1 2 4 3 2 4 1 3 2 1 3 4 3 3 2 1 4 " 2 1 13 2 1 10 2 1 9 2 1 58 2 1 43 2 1 49 8 7 48 4 3 19 2 1 37 24 33 33 24 30 37 46 46 8 7 72 2 1 73 4 3 73 2 1 73 8 1 10 2 1 12 2 1 15 2 1 16 4 3 16 2 1 18 4 3 23 4 1 23 -- -- -- 2 1 14 2 1 17 2 1 7 FOR ROUND PIPE CONCRETE END SECTION 602-8 FP-24, FP-14 1/2024 FLH STANDARD 9:00 AM 9 April 2025 ] Std 602-8 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S16 602-8 Concrete End Section for Round Pipe.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S16 VI 38(2) C2 2. 1. dimensions are permitted to allow manufacturer's standards. For frames and gratings, minor variations in design and For pipes on skew, adapt inlets as directed. Construct inlets parallel to the roadway centerline and grade. B A B TYPE 6B METAL FRAMES AND GRATINGS Gray Iron Castings, AASHTO M 105 SECTION B-B DETAIL A TYPE 6B INLET SECTION A-A A PLAN D Shape to drain See Detail A NOTE: NO SCALE " 8 3 3 " 8 7 " 2 1 2 " 2 1 2 11" " 2 1 1 11" " 2 1 2 " 4 1 2'-6 (typ.) 8" " 8 5 1 5" 3" 4" " 2 1 2 " 4 1 " 8 3 5 " 8 3 " 8 5 5 " 2 1 1 6" " 2 1 7 " 2 1 3 (typ.) 2" 6" 2'-6" 6" 6" 2'-6" 6" 1" 4" " 4 3 2'-4 4" D + 9" min. 6" " (typ.) 2 1 1 " 4 3 " 8 1 " 4 1 1 " 4 1 1 " 4 3 2 " 4 3 " 8 5 " 8 3 " 4 1 " 4 3 " 2 1 2'-4 " 2 1 2'-4 1" " 4 3 2'-4 (typ.) 2" " 4 3 1 " 2 1 1" on 12" centers #5 bars on 6" centers #5 bars 8:48 AM 9 April 2025 ] Std 604-7 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S17 604-7 Inlet Type 6B.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE TYPE 6B INLET 604-7 FP-24, FP-14 1/2024 FLH STANDARD PROJECT NUMBER SHEET S17 VI 38(2) C2 INLET FRAME AND GRATE Curved vane grate Flow C A APPROVED EQUIVALENT 5356 FRAME AND GRATE OR EAST JORDAN IRON WORKS Plan Front view Side view INLET A B B SECTION B-B PLAN SECTION A-A SECTION C-C SECTION D-D SECTION E-E SECTION F-F D C D E F E F PCC waterway PCC waterway (REINFORCING STEEL NOT SHOWN FOR CLARITY) PCC inlet sump grate 2.9' Radius Inlet 5B frame and grate 2.9' radius PCC water (projected) PCC INLET SUMP PLAN PCC INLET SUMP ELEVATION PCC waterway PCC waterway 6" W x 5" H PCC curb dam 6" W x 5" H PCC curb dam varies Slope (not shown for clarity) PCC inlet sump frame & grate frame & grate PCC inlet sump and grate Inlet 5B frame 8" min SHOWN FOR CLARITY) (REINFORCING STEEL NOT Curved vane grate varies Slope 3'-0" 6" 6" 5" 4'-0" " 16 7 1'-3 " 16 11 9 " 8 5 2'-4 10" min 4'-0" Varies " 16 11 9 " 16 11 9 " 8 5 2'-4 " 16 11 9 10" min 4'-0" Varies 5" 6" 3'-0" 6" " 16 7 1'-1 4'-0" " 16 7 4'-8 8" " 16 9 2'-11 " 16 9 2'-11 8" 2'-5" 8" Variable MIN 1-0' 3'-9" " 16 7 4'-8 4'-0" 8" 8" 5'-4" 6'-0" " 2 1 4'-1 3'-0" 3'-0" 3'-0" 6'-0" " 2 1 4'-1 3'-0" 6" 11" min 5" NOTES: joint filler (typ.) 3/4" expansion flowline (typ.) PCC waterway inlet sump floor. from bottom of inlet sump grate frame to PCC 8. Maintain a minimum of 8 inches clearance 5B top of grate. difference between top of PCC curb dam and inlet 7. Maintain a minimum of 11 inches elevation after fabrication. frame and grate shall be hot dipped galvanized shall be steel or ductile iron. All steel parts of and grate at all PCC inlet sumps. Frame and grate 6. Provide COE approved traffic bearing frame Type 5B inlets, or an approved equal. frame and grate with M5 curved vane grate on all 5. Provide East Jordan Ironworks 5356 inlet perimeter. PCC inlet sump, and around inlet 5B grate frame joints between the PCC waterway and ends of 4. Provide 3/4-inch expansion joint filler at butt section at upstream end of 5B inlet grate. PCC waterway circular section, to flat bottom Provide smooth transition at upstream end, from inlet sump at all Type 5B (modified) inlets. 3. Construct Portland Cement Concrete (PCC) Inlet 5B and PCC inlet sump. and vertical bars on 12 inches centers in walls, at floors, and horizontal bars on 6 inches centers 2. Place rebars on 6 inches centers each way in 1/2 inches minimum from face of concrete. 1. Furnish reinforcing bars #5. Place the rebars 1- APPROVED FOR USE NO SCALE " 8 5 2'-4 (typ.) 10" floor 8:57 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S18 604-A Inlet Type 5B (Modified).dgn TYPE 5B (MODIFIED) INLET E604-A FP-24 --/---- EFLHD DETAIL OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION PROJECT NUMBER SHEET S14 VI 38(2) C2 " Preformed joint filler 4 3 24'' 6'' Bed course Portland cement concrete 6'' PCC waterway B B PORTLAND CEMENT CONCRETE WATERWAY SECTION B-B Curtain wall Sod 1 ' 4'' Bed Course 4'' Portland Cement Concrete Pavement Shoulder Level Cut Slope (Variable) FInished grade (Variable) Roadway (Horizontal plane) for PCC waterway Lateral pay limits width (Variable) Ditch foreslope min. 6" Varies 2' 19'' 12'' 12" 24" Varies 1. 2. 3. sections 20 feet in length, except closure sections are not less than 5 feet in length. Place expansion joints, with curtain walls at 100 foot intervals. At the outlet end of each Portland Cement Concrete waterway, construct a curtain wall on the downstream end of the last section of waterway. NOTES: F Graded ditch L L F A waterway to drain. At inlets and other special locations, widen and shape paved Construct Portland Cement Concrete waterway in uniform PLAN EXPANSION JOINT FOR PORTLAND CEMENT CONCRETE WATERWAY Varies A SECTION A-A NO SCALE APPROVED FOR USE FP-24, FP-14 EFLHD DETAIL 2:36 PM 30 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S19 608-04 Paved Waterway, Type 4 (Concrete).dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION (CONCRETE) PAVED WATERWAY, TYPE 4 E608-04A PROJECT NUMBER SHEET S19 VI 38(2) C2 NOTE: course under all curb and gutter. Place 3 inches minimum aggregate bed (MOUNTABLE) 16-INCH DEPTH (NON- MOUNTABLE) 18-INCH DEPTH (NON-MOUNTABLE) 16-INCH DEPTH (NON-MOUNTABLE) 4-INCH DEPTH (NON- MOUNTABLE) 13-INCH DEPTH 6'' 16'' '' R 2 1 '' 2 1 6'' 18'' '' R 2 1 '' 2 1 4 '' R 2 1 1 '' 2 1 16'' 5'' 12'' 1'' 1'' 6'' 4'' '' 2 1 3 '' R 2 1 1 13'' 6'' 4'' 6'' 2'-0'' 2'' R 0.08'/ft. 3'' 6'' 6'' 6'' '' R 2 1 '' 2 1 3 '' R 2 1 1 3'' 6'' '' 2 1 2'-0'' 0.08' /ft 3'' 3'' bed course min. min. (MOUNTABLE) 10-INCH DEPTH 7'' 7'' '' R 4 1 2 10'' liquid asphalt or emulsified asphalt. * Asphalt tack coat may be rapid curing 5 coat required* Asphalt tack ASPHALT CONCRETE CURB 30 PORTLAND CEMENT CONCRETE CURB AND GUTTER PORTLAND CEMENT CONCRETE CURB STONE CURB 3'' NO SCALE APPROVED FOR USE FP-24. FP-14 EFLHD DETAIL 9:02 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S20 609-01 Curbs.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION CURBS E609-01 05/2024 PROJECT NUMBER SHEET S20 VI 38(2) C2 NOTES: 1. the plans. to the width of the sidewalk as shown in Place contraction joints at intervals equal match adjacent curb expansion joints. at intervals of no more than 20 feet to -inch transverse expansion joints 4 3 Place 2. 8% Variable slope 2% SIDEWALK WITH CURB e (var.) WITHOUT CURB SIDEWALK expansion joint filler -inch preformed 2 1 Curb Pavement structure 4" concrete 4" bedding material 4" concrete 4" bedding material NO SCALE APPROVED FOR USE Width as shown in the plans 2' (min.) CONCRETE SIDEWALK FP-24 EFLHD DETAIL 9:03 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S21 610-01 Concrete Sidewalk.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION E610-01 05/2024 PROJECT NUMBER SHEET S21 VI 38(2) C2 Concrete curb warning surface Detectable NO SCALE NOTE: walking surfaces and landings. Locate drainage inlets and manholes outside of ramp Board's Public Right-of-Way Accessibility Guidelines. Provide detectable warning surfaces that meet the Access streets that are flush and free of abrupt vertical changes Construct ramp transitions between walks, gutters, or ramp surfaces, exclusive of the detectable warning surface. running slope to create a slip resistant surface on concrete Use a coarse broom finish running perpendicular to the direction. The cross slopes of ramps must not exceed 1.5% in any 5. 4. 3. 2. 1. max 1:67 max 1:13 Pavement surface PARALLEL CURB RAMP not to exceed 0.25 inch. Varies 48" min 48" min 48" min 24" min PARALLEL CURB RAMP 610-2 FP-24 8/2024 FLH STANDARD 9:04 AM 9 April 2025 ] Std 610-2 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S22 610-2 Parallel Curb Ramp.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S22 VI 38(2) C2 rail as applicable ground line at face of Edge of pavement or Lap in direction of traffic Reflector tab W beam rail (See Note 5) Blockout Post length stamp on terminal systems All posts except those beyond nut by more Thread not to extend spacing, center to center slots Splice bolt Neutral axis Splice bolt slots and departure terminal systems Widening required for approach Subgrade shoulder. Hinge line of foreslope See Note 4 to accommodate future overlays Upper 2 holes for raising guardrail 8 required, each end of rail recess both sides groundline at face of rail Edge of pavement or bolts and nuts (8 per splice) bolt and recess nut STANDARD POST SECTION POST SPACING 1:10 or flatter slope TOP symmetry of ￿ FRONT SIDE TYPICAL GUARDRAIL CROSS SECTION SIDE TOP POST FACE BLOCKOUT POST AND BLOCKOUT DETAIL ARRANGEMENT ALTERNATE HOLE GUARDRAIL BOLT AND RECESS NUT GUARDRAIL MOUNT FLEXIBLE GUIDE POST POST AND BLOCKOUT DETAIL ARRANGEMENT STANDARD HOLE steeper than fill slope Variable slope but not A ￿ about Symmetrical A RAIL ELEVATION SECTION A-A W BEAM RAIL shown on Typical Section Aggregate base or as 6. 5. 4. 3. 2. 1. practices. including its appearance, and accepted manufacturing be those consistent with the proper functioning of the part, Dimensional tolerances not shown or implied are intended to consistent material throughout the length of guardrail run. Blockout may be wood, plastic, or composite material. Use may be used if approved. specified by the manufacturer. Alternate delineator types washer on both sides, a lock washer, and nut; or fasten as Install delineator every fourth post. Fasten delineator to arrangement is specified. See Special Contract Requirements when the alternate hole longer posts are specified. When encountering impenetrable material, see (STANDARD HOLE ARRANGEMENT) STRUCTURAL SHAPE POST reflective sheeting Top edge of yellow to left of traffic) (white to right of traffic, Reflective sheeting " splice bolt slot. 8 1 " x 1 32 29 " post bolt slot at 6'-3" 2 1 " x 2 4 3 " GUARDRAIL BOLT 8 5 " RECESS NUT 8 5 6'-0" " high (typ.) 2 1 1 " plain round washer. 4 3 1 " recess nut. 8 5 " 2 1 than " R 16 15 23" to edge W6 x 9 " x 10" guardrail post bolt 8 5 45" - 51" " dia. (typ.) 4 3 " x 10" guardrail bolt 8 5 " bolts with a 8 3 post using two galvanized 2" x " deep 16 1 1" dia. x " x 10" guardrail 8 5 " guardrail splice 4 1 " x 1 8 5 " R 16 15 See Special Contract Requirements when 7 foot or Standard 617-13. L Thread Length See Note 2 Length L 10° Thickness Sheet or ground line of pavement above traveled way edge Traffic Variable fill slope NOTE: NO SCALE " 4 1 12 " 4 3 " 32 29 " 16 1 1 " 32 29 " 4 1 1 25" 18" 10" 2" " minimum 8 1 1 " minimum 4 3 1 4" minimum 4" minimum 4" minimum 6" " 4 3 " 8 3 7" " 4 3 1 4" " 4 3 7" 8" " 32 17 1 " 4 1 3 29" ± 1" " 4 1 4 " 4 1 4 2" (typ.) 6" (typ.) 7" (typ.) 14" See Note 2 6'-0" (typ.) 6" " dia 4 3 " dia. 4 3 " 4 1 3 " 16 9 " 16 1 " 16 3 3 1" (min.) 6" 2"2" 5" (typ.) 9" See Note 2 2'-0" (typ.) " 16 5 " 32 7 " 4 1 1 " 16 15 " 16 5 1 " 8 1 1 " 8 5 " 16 11 8" 14" Post spacing 6'-3" 29" ± 1" (typ.) 8" STEEL POSTS G4 W-BEAM GUARDRAIL 617-11 FP-24 1/2024 FLH STANDARD 9:05 AM 9 April 2025 ] Std 617-11 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S23 617-11 G4 W-Beam Guardrail Steel Posts.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S23 VI 38(2) C2 5. 4. 3. 2. 1. Case 1: Overlying material Case 2: Overlying material between drilled holes Excavate area between drilled holes Excavate area Overlying material Overlying material Rock material Rock material backfill or overlying material Crushed coarse aggregate backfill or overlying material Crushed coarse aggregate aggregate backfill Crushed coarse aggregate backfill Crushed coarse Finished grade Finished grade depth (A) is 18" or less depth (A) is greater than 18" the base metal with two coats of zinc-oxide paint. Treat field cut galvanized steel post surfaces that expose requirements in Section 617. Place crushed coarse aggregate according to the post "Underdrain pipe with geotextile". "Coarse aggregate for concrete" or granular backfill for Use crushed coarse aggregate conforming to Section 703 oblong hole configuration for Case 1 conditions. Unless otherwise specified, use either the circular or the Use this standard when posts cannot be embedded to the ELEVATION PLAN VIEW PLAN VIEW ELEVATION Steel Post Wood Post Wood Post Steel Post POST EMBEDMENT DIMENSIONS 617-31 or 617-32. minimum depth shown on Standard 617-10, 617-11, DEPTH EMBEDMENT Case 1 Case 2 DEPTH (B) DRILLING MATERIAL (A) OVERLYING TYPE HOLE B A Embedment Depth B A Embedment Depth NOTE: NO SCALE 10" 23" 23" 21" 8" 21" 12" 8" 31" ±1" for MGS 29" ±1" for G4 31" ±1" for MGS 29" ±1" for G4 42” 30" to 42” 24" to 42” > 30” > 18" to 30” 0 to 18” 42" - A 12” 24” 21" or 23" 8" or 12" INSTALLATION IN ROCK W-BEAM GUARDRAIL MGS AND G4 617-13 FP-24, FP-14 1/2024 FLH STANDARD 9:06 AM 9 April 2025 ] Std 617-13 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S24 617-13 Guardrail Installation in Rock.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S24 VI 38(2) C2 6. 5. 4. 3. 2. 1. embankment Edge of widened post section. See Note 4 face of the rail in the standard Tangent line projected from the embankment Edge of widened post section. See Note 4 face of the rail in the standard Tangent line projected from the Varies by manufacturer end of terminal not shown. Terminal posts and Varies by manufacturer end of terminal not shown. Terminal posts and terminal grading extents where practical. Construct a 1V:4H slope outside of the guardrail terminal. Install a reflectorized object marker on the end of the according to the manufacturer's recommendations. end farther from the edge of shoulder, or use a taper Install terminal at a 1:25 taper or flatter to position the the manufacturer's recommendations. necessary to install the tangent terminal according to manufacturer for a specific product. Adjust grading as begin at post 3. Verify the length of need with the For design purposes, the length of need is assumed to of site limitations, use the alternative grading layout. as practical within site constraints. If necessary because are provided, use the preferred grading layout as much staking notes or model. If no staking notes or model Construct the terminal grading layout as shown in the other details. recommendations. See manufacturer's drawings for Install tangent terminal according to the manufacturer's 6 1 See Note 6 Guardrail terminal grading 6 1 Front of rail face PLAN PREFERRED GRADING See Note 6 Guardrail terminal grading Hinge point line Back of post Back of post Front of rail face Hinge point line PLAN ALTERNATIVE GRADING TEST LEVEL or flatter 1V:10H Post section Standard L or flatter 1V:10H See Note 3 Length of Need Guardrail system Pay limits Pay limits terminal system type tangent or type MGS tangent post section Standard L Guardrail system Pay limits Pay limits terminal system type tangent or type MGS tangent See Note 3 Length of Need L NOTE: NO SCALE 12'-6" (min.) 10'-0" (min.) 2'-0" (min.) 2'-0" (min.) 2'-0" 12'-6" (min.) 5'-0" 50 (for MGS) 37.5 or 50 (for G4) 25 (FT) 3 (> 45 mph) 2 (≤ 45 mph) AND GRADING TYPE TANGENT TERMINAL W-BEAM GUARDRAIL MGS AND G4 617-20 FP-24 1/2024 FLH STANDARD 9:07 AM 9 April 2025 ] Std 617-20 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S25 617-20 Tangent Terminal.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S25 VI 38(2) C2 guardrail post bolt 3" x 4" (min.) fill slope Variable TOP symmetry of ￿ FRONT SIDE SIDE TOP PLAN VIEW BLOCKOUT steeper than fill slope Variable slope but not W beam rail (See Note 2) Blockout on terminal systems All posts except those DETAIL POST AND BLOCKOUT 4. 3. 2. 1. SHAPE POST STRUCTURAL Note 4 See terminal systems approach and departure Widening required for Subgrade shoulder. TYPICAL GUARDRAIL ELEVATION OMITTED POST DETAIL See Note 1 POST FACE terminal systems approach and departure Widening required for Subgrade shoulder. Hinge point Hinge point 1V:2H or flatter slope shown on Typical Section Aggregate base or as groundline at face of rail Edge of pavement or 1V:10H or flatter slope blockout (typ.) Post and rail as applicable ground line at face of Edge of pavement or splice Mid-span Lap in direction of traffic See Note 2 See Note 2 TYPICAL GUARDRAIL CROSS SECTION TYPICAL GUARDRAIL CROSS SECTION GUARDRAIL MOUNT FLEXIBLE DELINEATOR 1V:10H or flatter slope groundline at face of rail Edge of pavement or shown on Typical Section Aggregate base or as terminal systems approach and departure Widening required for Subgrade shoulder. 1V:2H or flatter slope Hinge point shown on Typical Section Aggregate base or as 1V:10H or flatter slope TYPICAL GUARDRAIL CROSS SECTION manufacturer's recommendations. an adhesive or mechanical means according to the Fasten delineator to the web of the steel post using either Install a flexible hinged delineator every fourth post. manufacturing practices. part, including its appearance, and accepted to be those consistent with the proper functioning of the Dimensional tolerances not shown or implied are intended consistent material throughout the length of guardrail run. may be wood, plastic, or composite material. Use Size of blockout shown elsewhere in the plans. Blockout guardrail post and the hinge point. For all other locations, be omitted in locations where the typical guardrail cross When encountering impenetrable material, one post may (one omitted post) Unsupported span (max.) Note 2 See Note 2 See sheeting Retroreflective Note 2 See " x 10" or 14" guardrail bolt 8 5 " dia. (typ.) 4 3 " plain round washer. 4 3 1 " recess nut 8 5 " dia. 4 3 W6 x 9 or W6 x 8.5 see Section 617 and Standard 617-13 or 617-37. section includes 2-feet (min.) between the back of the 8" or 12" blockout 6' Post 8' Post 8" blockout 8' POST ON SLOPE, 8" BLOCKOUT 6' POST CENTERED ON HINGE, 8" OR 12" BLOCKOUT 6' Post 6' POST, 8" OR 12" BLOCKOUT 8" or 12" blockout " x 10" or 14" 8 5 " guardrail splice 4 1 " x 1 8 5 Post length Post length Traffic NOTE: NO SCALE bolts and nuts (8 per splice) (typ.) 6" 8" or 12" (typ.) 14" 4" 6" " 4 3 7" 8" or 12" 14" 7" " 4 3 1 8" or 12" 6" " 8 3 " 4 3 5" (max.) 31" ± 1" 31" ± 1" 56'-3" (min.) Distance between omitted posts 43'-9" (min.) 12'-6" 31" ± 1" Post spacing 6'-3" " 2 1 3'-1 (typ.) 2'-0" 31" ± 1" (typ.) 7" STEEL POSTS MGS W-BEAM GUARDRAIL 617-32 FP-24 2/2024 FLH STANDARD 9:08 AM 9 April 2025 ] Std 617-32 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S26 617-32 MSG Guardrail Steel Posts.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S26 VI 38(2) C2 4. 3. 2. 1. ELEVATION ELEVATION at face of rail as applicable Edge of pavement or ground line ELEVATION at face of rail as applicable Edge of pavement or ground line at face of rail as applicable Edge of pavement or ground line for other assembly details. this sheet. within the length of the G4 to MGS transition shown on length of the guardrail run. Use consistent guardrail post material throughout the as required to meet project-specific conditions. Unless otherwise specified, use any of the options shown OMITTED POST OPTION HALF-POST SPACING IN MGS OPTION HALF-POST SPACING IN G4 OPTION mid-span Guardrail splice at post Guardrail splice Guardrail splice mid-span Guardrail splice at post Guardrail splice at post Guardrail splice mid-span See Standards 617-10, 617-11, 617-31, or 617-32 to the 12-inch wide MGS blockout may occur anywhere If applicable, conversion of the 8-inch wide G4 blockout and blockouts Standard G4 posts and blockouts Standard G4 posts and blockouts Standard G4 posts and blockouts Standard MGS posts and blockouts Standard MGS posts and blockouts Standard MGS posts Pay limits for MGS Pay limits for MGS Pay limits for MGS NOTE: NO SCALE " total guardrail transition length 2 1 40'-7 6'-3" (typ.) 6'-3" (typ.) 6'-3" (typ.) 6'-3" (typ.) 6'-3" (typ.) " 2 1 3'-1 6'-3" (typ.) " omitted post 2 1 9'-4 " total guardrail transition length 2 1 40'-7 " 2 1 3'-1 " total guardrail transition length 2 1 40'-7 25' rail height transition 25' rail height transition 25' rail height transition 27¾" (min.) 31" ± 1" 27¾" (min.) 31" ± 1" 27¾" (min.) 31" ± 1" TRANSITION W-BEAM GUARDRAIL G4 TO MGS 617-39 FP-24 1/2024 FLH STANDARD 9:10 AM 9 April 2025 ] Std 617-39 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S27 617-39 Guardrail Transition.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S27 VI 38(2) C2 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 9:10 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S28 629-01 Slope RECP.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 S28 VI 38(2) C2 4" Overlap (typ.) Step 1: in a trench 6 inches or more deep. Bury the top end of the RECP mat strip and placed 4 inches down from the trench. row of fasteners spaced at 6-inch centers Tamp the trench full of soil. Secure with row of fasteners. See Section A-A in slit trench and tamp. Fasten with double 50-foot intervals. Bury fold of RECP mat Construct erosion stop (check slot) at Step 4: Step 1: Side slope (typ.) Fastener (typ.) CROSS SECTION THROUGH V AND FLAT BOTTOM DITCHES Fastener (typ.) Backfill with soil and tamp RECP 50' intervals along length of ditch 6" deep X 6" wide traverse trench at strip 4 inches and fasten. and 2. Overlap end of top mat strip as in step 1 Overlap by burying the upper end of lower RCEP RECP (typ.) SECTION A-A EROSION STOP (CHECK SLOT) DETAIL A TYPICAL GROUND FASTENERS into triangular shape 1" X 3" stock cut Wood Stakes 12"-18" 6" 10" No. 11 gauge wire Typical staples See Section A-A Erosion stop (check slot) DITCH STABILIZATION WITH RECP Equal depth of RECP on both sides slopes as follows: and up the side along the bottom of the ditch Install Rolled Erosion Control Product (RECP) A A See Note 3 Apply seed and fertilizer d=24" INSTALLATION PROCEDURES Fastener (typ.) Space fasteners at 12" centers Double row of fasteners at erosion stop RECP (typ.) Step 2: Step 3: 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 9:11 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S29 629-02 Ditch Stabilization with RECP.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION CONTROL PRODUCT (RECP) WITH ROLLED EROSION DITCH STABILIZATION 05/2024 E629-02 PROJECT NUMBER SHEET S29 VI 38(2) C2 W 5 3W H 5 H 5 3H W H 5 H 5 3H W H 5 H 5 H 10 3H 10 3H 8 W 4 W 4 W 4 W 6 W 6 W 3 W 3 W 5' (min.) 6' (min.) 7' (min.) 5 W 5 W of curb Front face 5 3H 5 H ** See Note 3 * See Note 2 pavement Edge of 6' (min.) 5' (min.) shoulder Edge of 6' (min.) 4' (min.) pavement Edge of POST TYPE POST SINGLE POST DOUBLE POST TRIPLE POST QUADRUPLE POST SIZE TABLE MAXIMUM SIGN AREA (SQFT) 4" x 4" SIZE POST 4" x 6" 6" x 6" 2" 12 ga. 2" 12 ga. Class B 10 ga. 2" x 2" 10 15 20 10* 10* 10* 10* 20 35 50 24 16 24** 24 45 75 30 60 100 H/5 or 12'' max. H/5 or 12'' max. max. H/5 or 12'' SINGLE POST DOUBLE POST TRIPLE POST QUADRUPLE POST (min.) 2' 8 W ROADSIDE SIGN IN RURAL DISTRICT WITHOUT SHOULDER WITH SHOULDER WITH ADVISORY SPEED PLAQUE OR RESIDENTIAL DISTRICT ROADSIDE SIGN IN BUSINESS Wood U-Channel Steel Steel Square Tubular Resistant Steel Corrosion 2" (max.) 2 W 2 W W (typ.) 2" max. (typ.) 2" max. (typ.) 2" max. NOTES: additional information. Refer to Section 2A.18 of the MUTCD, latest edition, for U-channel steel and square tubular steel posts. Refer to Detail E633-04 for bracing details for wood, for wood, U-channel steel and square tubular steel posts. Refer to Detail E633-03 for breakaway support details for corrosion resistant steel posts. Refer to Detail E633-02 for breakaway support details according to manufacturer's recommendations. panel area is equal to 24 square feet, use slip base For square tabular steel double posts for which the sign feet or less but W is over 4 feet, use double posts. steel posts for which the sign panel area is 10 square For U-channel, square tubular, and corrosion resistant Uniform Traffic Control Devices" (MUTCD), latest edition. Locate and set sign height according to the "Manual on 7. 6. 5. 4. 3. 2. 1. STOP SPEED LIMIT 25 .. . 25 M PH NO SCALE APPROVED FOR USE H SIGN STRUCTURES FP-24, FP-14 EFLHD DETAIL 9:12 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S30 633-01 Sign Structures.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION E633-01 06/2024 PROJECT NUMBER SHEET S30 VI 38(2) C2 Sign panel 4'' Existing ground Existing ground 36" min. 36" min. 18" max. (See Note 4) Traffic flow Traffic flow Traffic flow U-CHANNEL STEEL POST SQUARE TUBULAR STEEL POST WOOD POST POST SIZE HOLE DIAMETER 6'' x 6'' 1.5'' 2'' 3' 4' 4' 1'-6" D BREAKAWAY SIGN SUPPORT 16" to 18" splice overlap Existing ground (MIN.) (D) 6" min. (See Table) Holes (See Table) max. 2" this face of post) (Mount sign panel on this face of post) (Mount sign panel on (See Notes 5 and 6) Galvanized steel corner bolt (See Notes 5 and 6) Anchor 12 ga. min. U-channel sign post Square tubular sign post Wood sign post Stub bolts, nuts and washers " dia. galvanized 16 5 Four 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. latest edition, for additional information. Refer to Section 2A.18 of the MUTCD, details. Refer to Detail E633-04 for sign bracing details. Refer to Detail E633-01 for sign mounting latest edition of the MUTCD. Signs and Markings" as specified in the standards in the "Standard Highway For sign punching details, see the blank position. Maintain the post assembly in a plumb accept the post size specified. manufacturer's recommendations to Size the anchor according to the to the manufacturer's recommendations. the anchor with a corner bolt according Attach the square tubular steel post to per post. line. Do not place more than one splice line and 18 inches above the ground steel posts entirely between the ground Position splice overlap on U-channel non-breakaway signs. barrier. Do not place holes in posts of the clear zone or shield with approved Place non-breakaway signs outside apart. cannot be spaced a minimum of 7 feet if multiple posts are required and posts posts are considered to be non-breakaway Signs requiring 6- by 6-inch wood signs placed behind protective barriers. Breakaway sign support is not required for STATE PROJECT NUMBER SHEET WOOD POST DATA TABLE 4'' x 6'' 4'' x 4'' Not Required NOTES: NO SCALE APPROVED FOR USE 2" (max.) FP-24, FP-14 EFLHD DETAIL 9:12 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S31 633-03 Breakaway Sign Support.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION WOOD AND STEEL POSTS BREAKAWAY SIGN SUPPORT 06/2024 E633-03 PROJECT NUMBER SHEET S31 VI 38(2) C2 WITH BATTEN WITHOUT BATTEN 1 (typ.) 6 1'' x 3'' Wood batten Sign panel Sign panel NOTES: Sign panel sign bracing " Galvanized steel 8 1 WOOD POST Sign panel Sign post Sign bracing 6. 5. 4. 3. 2. 1. SQUARE TUBULAR STEEL POST U-CHANNEL STEEL POST TOLERANCES BRACING INSTALLATION Square tubular sign post Wood sign post (typ.) U-channel sign post " x 0.012" (±) Shim plate 2 1 " x 3 2 1 3 Sign bracing (Stringer) hex nut, and washer " dia. galvanized round head bolt, 16 7 head bolt, nut, and washers (typ.) " dia. x 1" long galvanized hex 4 1 head bolt, nut, and washers (typ.) " long galvanized hex 2 1 " dia. x 3 8 3 nut and washer " dia. galvanized bolt, 16 5 with nylon insert lock nut " dia. galvanized steel bolt 16 5 in sign panel (typ.) " dia. hole 16 5 Field drill latest edition, for additional information. Refer to Section 2A.18 of the MUTCD, details. Refer to Detail E633-01 for sign mounting and the steel washer. the sign panel's retroreflective sheeting Use neoprene or nylon washers between vertical spacings not to exceed 30 inches. Use wood battens bolted to post at latest edition of the MUTCD. Signs and Markings" as specified in the standards in the "Standard Highway For sign punching details, see the blank when specified or as directed. braces on signs with widths of 36 inches of 48 inches or greater. Install sign Install sign braces on signs with widths NO SCALE APPROVED FOR USE " to 2" 2 1 " to 2" 2 1 E633-04 FP-24, FP-14 EFLHD DETAIL 9:13 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S32 633-04 Sign Bracing.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION 06/2024 SIGN BRACING PROJECT NUMBER SHEET S32 VI 38(2) C2 TURN ARROW SYMBOL STRAIGHT ARROW SYMBOL COMBINATION SYMBOL STRAIGHT/TURN ARROW TRIANGLE SYMBOL YIELD AHEAD (typ.) TYPE PAVEMENT MARKING AREAS 24 22 33 21 30 37 26 16 26 12 16 2 -- SQFT "STOP" WORD MESSAGE "YIELD" WORD MESSAGE "ONLY" WORD MESSAGE "AHEAD" WORD MESSAGE "SCHOOL" WORD MESSAGE "YIELD" Word Message Marking "STOP" Word Message Marking "SCHOOL" Word Message Marking "ONLY" Word Message Marking "AHEAD" Word Message Marking Yield Ahead Triangle Symbol (V≥45 mph) Yield Ahead Triangle Symbol (V<45 mph) Turn Arrow Symbol Straight/Turn Arrow Combination Symbol Straight Arrow Symbol w/ Symbol, blue background, and white border w/ Symbol only Accessibility Symbol: NOTES: 3. 2. 1. and white border (b) w/ Symbol, blue background, (a) w/ Symbol only; or following configurations: otherwise by the CO in one of the as indicated in the plans or directed Provide Accessibility Symbol marking edition. "Standard Highway Signs", latest symbols in accordance with the Place all letters, numerals, and Devices'' (MUTCD), latest edition. ''Manual on Uniform Traffic Control markings in accordance with the Place pavement word and symbol (typ.) See Note 3 Blue background See Note 3 White border See Note 3 Accessibility symbol 9" R 6" R 3" R 3" R (typ.) 3" R (typ.) NO SCALE APPROVED FOR USE 14" 12" 14" 8' 42" 30" 12" 30" 30" 33" 27" 27" 19" " 2 1 38 R 8' 42" 30" 12" 30" 30" 33" 27"R " 2 1 38 R 27" 27" 19" 8" 6' 36" (V ≥ 45 MPH) 30" (V ≤ 40 MPH) 20' (V ≥ 45 MPH) 13' (V ≤ 40 MPH) 4" (typ.) 8' 4" min. 7' 8' 5.9' 8' (typ.) 16" 8' 8' (typ.) 16" 4" (min.) 8' 4" (typ.) 28" min. 24" min. 9'-6" 12" 4'-6" 12" 7'-9" 12'-9" 6'-9" 9'-9" 3'-9" (typ.) 3" min. 3" 5" " 2 1 1 FP-24, FP-14 EFLHD DETAIL 9:14 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S33 634-01 Pavement Markings Symbols and Words.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION E634-01 06/2024 SYMBOLS AND WORDS PAVEMENT MARKINGS PROJECT NUMBER SHEET S33 VI 38(2) C2 4" 4" 4" 0.44" 1.31" 9.25" 0.75" 0.75" 0.75" 4" 4" 9.25" A A A A SECTION A-A Reflective material NON-REFLECTIVE BI-DIRECTIONAL MONO-DIRECTIONAL BI-DIRECTIONAL MONO-DIRECTIONAL NON-PLOWABLE PAVEMENT MARKERS PLOWABLE PAVEMENT MARKERS NOTES: same as the reflector. one color or a combination of colors the Ensure the shell of the marker is made of specified. clear (white), yellow or red colors as Provide reflective markers with either 2. 1. LEGEND: 5" NO SCALE APPROVED FOR USE FP-24, FP-14 EFLHD DETAIL 9:14 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S34 634-02 Raised Pavement Markers.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION E634-02 06/2024 RAISED PAVEMENT MARKERS PROJECT NUMBER SHEET S34 VI 38(2) C2 Single solid white striping (edge striping) Single solid white striping (edge striping) broken white striping 4" wide Raised pavement markers (typ.) Double solid yellow striping (centerline) N 2N or less N Double solid yellow striping (centerline) broken white striping 4" wide Solid yellow striping 2" 4" Single solid white striping (edge striping) Single solid yellow striping N See View A (See Notes 2 and 3) Raised pavement marker 10' 30' 10' 30' Edge of pavement (typ.) broken yellow striping 4" wide 3' 10' 30' N Edge of pavement (typ.) broken yellow striping 4" wide 4" wide dotted white striping 10' 30' N 3' M M N 9' 9' DOUBLE SOLID YELLOW STRIPING BROKEN SINGLE WHITE AND WITH RAISED PAVEMENT MARKERS DOUBLE SOLID YELLOW STRIPING BROKEN SINGLE WHITE AND WITH RAISED PAVEMENT MARKERS DOTTED WHITE STRIPING BROKEN SINGLE YELLOW AND DOTTED WHITE STRIPING BROKEN SINGLE YELLOW AND VIEW A WITH RAISED PAVEMENT MARKERS SINGLE SOLID YELLOW STRIPING NOTES: required, see Detail E634-02. When raised pavement markers are Detail or as directed. with the MUTCD and as shown in this required, space and install in accordance When raised pavement markers are Devices" (MUTCD), latest edition. "Manual on Uniform Traffic Control Install striping in accordance with the 3. 2. 1. Raised pavement markers (typ.) markers (typ.) Raised pavement 4" wide dotted white striping NO SCALE APPROVED FOR USE FP-24, FP-14 EFLHD DETAIL 9:15 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S35 634-03 Pavement Markings with and without Raised Pavement Markers.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION E634-03 06/2024 RAISED PAVEMENT MARKERS WITH AND WITHOUT PAVEMENT MARKINGS PROJECT NUMBER SHEET S35 VI 38(2) C2 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 9:15 AM 9 April 2025 ] Sheet [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S36 635-01 Temporary Traffic Control Sign Mounting.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 S36 VI 38(2) C2 NO SCALE Traffic flow Traffic flow not the advisory speed. Approach speed based on the regulatory posted speed, * Spacing Table) (See Length and Channelizing devices (optional) Flagger location WORK ROAD AHEAD See Note 4 W20-1 ONE LANE ROAD AHEAD xx MPH W20-4 (optional) W13-1P xxx FEET W20-7 W16-2P Flagger location WORK SPACE ROAD WORK END See Note 4 G20-2 stored in the buffer space. Do not allow equipment, materials, or vehicles to be parked or Requirements, Section 156. For project specific minimum width, refer to the Special Contract WORK AHEAD (W20-1) and END ROAD WORK (G20-2) signs. If closure is completely within the project limits, eliminate the ROAD display the name of the Contractor on the pilot car. sign at a conspicuous location on the rear of vehicle. Prominently For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) conditions as approved. Final location and spacing of devices may be changed to fit field to those depicted for the opposite direction of travel. Signs are shown for one direction of travel only. Place signs similar 6. 5. 4. 3. 2. 1. (optional) (optional) NOTE: SIGN SPACING TABLE LENGTH AND SPACING TABLE 50' - 100' 50' - 100' ROAD TYPE DISTANCE BETWEEN A B C Expressway / Freeway SPEED* APPROACH AREA TAPER SPACE BUFFER SPACE WORK CHANNELIZING DEVICE LENGTH SPACE BUFFER Device spacing BUFFER SPACE (See Length and Spacing Table) ADVANCE WARNING AREA (See Sign Spacing Table) A TAPER AREA BUFFER SPACE VARIABLE BUFFER SPACE TAPER AREA A B C TERMINATION AREA Rural greater than 50 mph Urban and Rural 35 mph to 50 mph Urban and Rural 30 mph and less SIGNS IN FEET 1000 500 350 100 1500 500 350 100 2640 500 350 100 FEET SPACING IN FEET 20 20 20 20 20 20 20 20 20 20 20 140 130 120 110 100 90 80 70 60 50 40 140 130 120 110 100 90 80 70 60 50 40 730 645 570 495 425 360 305 250 200 155 115 70 65 60 55 50 45 40 35 30 25 20 See Note 5 10' min. MPH (WITH FLAGGERS) SINGLE LANE CLOSURE LAYOUT TEMPORARY TRAFFIC CONTROL 635-6 FP-24, FP-14 2/2024 FLH STANDARD 9:16 AM 9 April 2025 ] Std 635-6 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S37 635-6 Single Lane Closure Layout w Flaggers.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S37 VI 38(2) C2 NO SCALE Traffic flow Traffic flow LENGTH AND SPACING TABLE WS WS² limit or 85 percentile speed prior Shoulder taper formula: Where: L = L = Minimum length of taper at required spacing. Lengthen taper as needed to provide minimum of three channelizing devices in taper ** Approach speed based on the regulatory posted speed, not the advisory speed. * S = W = L = WORK ROAD AHEAD ROAD WORK END ROAD WORK END WORK ROAD AHEAD xx MPH SHOULDER WORK Channelizing devices for S ≤ 40 mph 180 for S ≥ 45 mph 3 Numerical value of posted speed Width of offset in feet to work in miles per hour NOTE: SIGN SPACING TABLE 4. 3. 2. 1. parked or stored in the buffer space. Do not allow equipment, materials, or vehicles to be and END ROAD WORK (G20-2) signs. limits, eliminate the ROAD WORK AHEAD (W20-1) If shoulder closure is completely within the project Contract Requirements, Section 156. For project specific minimum width, refer to Special to fit field conditions as approved. Final location and spacing of devices may be changed See Note 3 W20-1 Spacing Table) (See Length and See Note 3 G20-2 TERMINATION AREA (optional) See Note 3 G20-2 W21-5 See Note 3 W20-1 (optional) W13-1P ROAD TYPE DISTANCE BETWEEN A B C Expressway / Freeway SPEED* APPROACH MINIMUM TAPER LENGTH** Device spacing A VARIABLE WORK SPACE BUFFER SPACE TAPER AREA A B (See Length and Spacing Table) ADVANCE WARNING AREA (See Sign Spacing Table) W A LENGTH SPACE BUFFER CHANNELIZING DEVICE AREA TAPER SPACE BUFFER SPACE WORK Rural greater than 50 mph Urban and Rural 35 mph to 50 mph Urban and Rural 30 mph and less SIGNS IN FEET 1000 500 350 100 1500 500 350 100 2640 500 350 100 MPH 70 65 60 55 50 45 40 35 30 25 20 FEET FEET SPACING IN FEET 730 645 570 495 425 360 305 250 200 155 115 70 65 60 55 50 45 40 35 30 25 20 140 130 120 110 100 90 80 70 60 50 40 140 130 120 110 100 90 80 70 60 50 40 See Note 2 10' min. SHOULDER CLOSURE LAYOUT TEMPORARY TRAFFIC CONTROL 635-10 FP-24, FP-14 2/2024 FLH STANDARD 9:16 AM 9 April 2025 ] Std 635-10 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S38 635-10 Shoulder Closure Layout.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S38 VI 38(2) C2 NO SCALE limit or 85 percentile speed prior Shifting taper formula: Where: L = L = Minimum length of taper S = W = L = LENGTH AND SPACING TABLE WS WS² ROAD WORK END ROAD WORK END ROAD NARROWS DO NOT PASS WORK ROAD AHEAD xx MPH Traffic flow Traffic flow pavement markings Remove conflicting yellow centerline. See Note 4 white edge line. See Note 4 Channelizing devices See Note 7 See Note 7 See Note 7 Portable traffic barrier Approach speed based on the regulatory posted speed, not the advisory speed. * 120 for S ≤ 40 mph 2 for S ≥ 45 mph Width of offset in feet Numerical value of posted speed to work in miles per hour NOTE: SIGN SPACING TABLE 8. 7. 6. 5. 4. 3. 2. 1. parked or stored in the buffer space. Do not allow equipment, materials, or vehicles to be zone clear zone or protect the barrier ends with a crash Design Guide. Terminate barrier ends outside the work Place the barrier according to the AASHTO Roadside zone if directed. Install PASS WITH CARE sign (R4-2) at ends of no-passing (G20-2) signs. the ROAD WORK AHEAD (W20-1) and END ROAD WORK If closure is completely within the project limits, eliminate pavement markings. If nearest no-passing zone is within If the roadway surface is paved, install temporary Contract Requirements, Section 156. For project specific minimum width, refer to Special fit field conditions as approved. Final location and spacing of devices may be changed to direction of travel. Place signs similar to those depicted for the opposite Signs are shown for one direction of travel only. Spacing Table) (See Length and (optional) See Note 5 G20-2 See Note 5 G20-2 See Note 5 W20-1 R4-1 W5-1 (optional) W13-1P (optional) SPACE 400 ft, extend markings to connect zones. cushion. Include reflectors on barrier at 25 ft intervals. Double 4" temporary solid 4" Temporary solid MINIMUM TAPER LENGTH LENGTH SPACE BUFFER ROAD TYPE DISTANCE BETWEEN A B C Expressway / Freeway SPEED* APPROACH AREA TAPER SPACE BUFFER SPACE WORK CHANNELIZING DEVICE See Note 1 ADVANCED WARNING AREA Device spacing BUFFER TAPER AREA A B C A W/2 W A TAPER AREA SPACE BUFFER VARIABLE WORK SPACE (See Length and Spacing Table) ADVANCE WARNING AREA (See Sign Spacing Table) WIDTH CLEAR ZONE WORK ZONE MPH 70 65 60 55 50 45 40 35 30 25 20 FEET FEET 730 645 570 495 425 360 305 250 200 155 115 SPACING IN FEET 70 65 60 55 50 45 40 35 30 25 20 140 130 120 110 100 90 80 70 60 50 40 140 130 120 110 100 90 80 70 60 50 40 SIGNS IN FEET Rural greater than 50 mph Urban and Rural 35 mph to 50 mph Urban and Rural 30 mph and less 1000 500 350 100 1500 500 350 100 2640 500 350 100 FEET 30 30 30 20 20 20 15 10 10 10 10 See Note 3 10' min. See Note 3 10' min. WITH TEMPORARY BARRIER SHOULDER CLOSURE LAYOUT PART LANE WIDTH AND TEMPORARY TRAFFIC CONTROL 635-12 FP-24, FP-14 2/2024 FLH STANDARD 9:17 AM 9 April 2025 ] Std 635-12 [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\Std-Det\S39 635-12 Part Lane Width and Shoulder Closure Layout.dgn OFFICE OF FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FHWA SPECIFICATION APPROVED FOR USE PROJECT NUMBER SHEET S39 VI 38(2) C2 30+16.81 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 270 270 280 280 290 290 300 300 L C 292.12 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 1:6 1:7.41 1:7.41 -2.0% -2.0% 1:4 291.15 Subgrade = 290.79 Original Grnd = -37.75' (296.24) 38.12' (286.00) 1:45 PM 25 April 2025 ] Rte381 - 3016.81 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T01 STATE PROJECT NUMBER SHEET VI 30+50.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 270 270 280 280 290 290 300 300 L C 291.33 Des Grade = 1:3 +8.1% -8.1% -2.0% -2.0% 290.36 Subgrade = 290.00 Original Grnd = -11.00' (291.25) 22.00' (288.57) 31+00.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 270 270 280 280 290 290 L C 290.51 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 1:2 -2.0% 1:2 289.54 Subgrade = 289.18 Original Grnd = -11.00' (289.54) 22.00' (289.54) 1:45 PM 25 April 2025 ] Rte381 - 3050.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T02 STATE PROJECT NUMBER SHEET VI 31+50.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 280 280 290 290 300 300 L C 291.93 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 1:2 -1.4% +1.4% -2.0% 1:2 1:2 290.96 Subgrade = 290.60 Original Grnd = -11.00' (290.80) 22.00' (291.27) 34.00' (290.56) 1:27 PM 25 April 2025 ] Rte381 - 3150.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T03 STATE PROJECT NUMBER SHEET VI 32+00.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 280 280 290 290 300 300 310 310 L C 295.82 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 1:2 1:2 -2.0% -2.0% -2.0% 1:2 1:2 294.85 Subgrade = 294.49 Original Grnd = -11.00' (294.63) -15.00' (294.08) 17.60' (294.85) 29.65' (294.14) 1:28 PM 25 April 2025 ] Rte381 - 3200.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T04 STATE PROJECT NUMBER SHEET VI 32+50.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 290 290 300 300 310 310 L C 302.19 Des Grade = 1:2 -2.0% -2.0% -2.0% -2.0% 1:2 301.22 Subgrade = 300.86 Original Grnd = -11.00' (301.00) 12.10' (300.98) 33+00.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 300 300 310 310 320 320 L C 310.66 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 -2.0% 309.69 Subgrade = 309.33 Original Grnd = -11.00' (309.47) -13.00' (309.92) 1:27 PM 25 April 2025 ] Rte381 - 3250.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T05 STATE PROJECT NUMBER SHEET VI 33+50.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 300 300 310 310 320 320 330 330 L C 319.38 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 -2.0% -2.0% 1:2 318.41 Subgrade = 318.05 Original Grnd = 11.00' (318.19) 10:50 AM 8 April 2025 ] Rte381 - 3350.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T06 STATE PROJECT NUMBER SHEET VI 34+00.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 310 310 320 320 330 330 340 340 350 350 L C 328.10 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 1:1.77 1:3.03 +0.3% -2.0% -2.0% 1:2 327.13 Subgrade = 326.77 Original Grnd = -11.00' (327.16) 11.00' (326.91) 10:50 AM 8 April 2025 ] Rte381 - 3400.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T07 STATE PROJECT NUMBER SHEET VI 34+50.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 310 310 320 320 330 330 340 340 350 350 360 360 370 370 L C 336.82 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 1:1.47 1:3.03 +3.4% -3.4% -2.0% 1:2 335.85 Subgrade = 335.49 Original Grnd = -11.00' (336.22) 11.00' (335.47) 10:50 AM 8 April 2025 ] Rte381 - 3450.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T08 STATE PROJECT NUMBER SHEET VI 35+00.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 320 320 330 330 340 340 350 350 360 360 370 370 L C 345.53 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 1:1.25 1:3.03 +2.7% -2.7% -2.0% 1:2 344.56 Subgrade = 344.20 Original Grnd = -11.00' (344.86) 11.00' (344.27) 10:54 AM 8 April 2025 ] Rte381 - 3500.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T09 STATE PROJECT NUMBER SHEET VI 35+50.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 330 330 340 340 350 350 360 360 370 370 380 380 L C 354.25 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 1:1.54 1:3.03 -0.7% -2.0% -2.0% 1:2 353.28 Subgrade = 352.92 Original Grnd = -11.00' (353.21) 11.00' (353.06) 10:54 AM 8 April 2025 ] Rte381 - 3550.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T10 STATE PROJECT NUMBER SHEET VI 36+00.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 330 330 340 340 350 350 360 360 370 370 380 380 390 390 L C 362.97 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 1:2 1:3.03 -2.0% -2.0% -2.0% 1:2 362.00 Subgrade = 361.64 Original Grnd = -11.00' (361.78) 11.00' (361.78) 10:54 AM 8 April 2025 ] Rte381 - 3600.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T11 STATE PROJECT NUMBER SHEET VI 36+50.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 340 340 350 350 360 360 370 370 380 380 390 390 400 400 L C 371.69 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 1:2.4 1:3.03 -1.7% -2.0% -2.0% 1:2 370.72 Subgrade = 370.36 Original Grnd = -11.00' (370.53) 11.00' (370.50) 10:54 AM 8 April 2025 ] Rte381 - 3650.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T12 STATE PROJECT NUMBER SHEET VI 37+00.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 360 360 370 370 380 380 390 390 400 400 L C 380.41 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 1:3 1:3.03 +1.7% -2.0% -2.0% 1:2 379.44 Subgrade = 379.08 Original Grnd = -11.00' (379.63) 11.00' (379.22) 10:54 AM 8 April 2025 ] Rte381 - 3700.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T13 STATE PROJECT NUMBER SHEET VI 37+50.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 370 370 380 380 390 390 400 400 410 410 L C 389.13 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 +2.8% -3.8% -2.0% 1:2.5 388.16 Subgrade = 387.80 Original Grnd = -11.00' (388.47) 11.00' (387.74) 10:54 AM 8 April 2025 ] Rte381 - 3750.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T14 STATE PROJECT NUMBER SHEET VI 38+00.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 370 370 380 380 390 390 400 400 L C 396.93 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 +0.3% -3.8% -2.0% 1:2 395.96 Subgrade = 395.60 Original Grnd = -11.00' (395.99) 11.00' (395.54) 10:54 AM 8 April 2025 ] Rte381 - 3800.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T15 STATE PROJECT NUMBER SHEET VI 38+50.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 370 370 380 380 390 390 400 400 L C 401.78 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 1:3.03 -1.2% -3.4% -2.0% 1:2 400.81 Subgrade = 400.45 Original Grnd = -11.01' (400.68) 11.00' (400.43) 10:54 AM 8 April 2025 ] Rte381 - 3850.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T16 STATE PROJECT NUMBER SHEET VI 39+00.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 380 380 390 390 400 400 410 410 L C 404.11 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 -0.3% +0.3% -2.0% 403.14 Subgrade = 402.78 Original Grnd = -11.00' (403.11) 10.42' (403.17) 10:54 AM 8 April 2025 ] Rte381 - 3900.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T17 STATE PROJECT NUMBER SHEET VI 39+50.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 380 380 390 390 400 400 410 410 L C 405.52 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 1:2 404.55 Subgrade = 404.19 Original Grnd = -8.84' (404.55) 8.96' (404.55) 10:54 AM 8 April 2025 ] Rte381 - 3950.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T18 STATE PROJECT NUMBER SHEET VI 40+00.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 380 380 390 390 400 400 410 410 L C 406.22 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 +3.8% -3.8% 405.25 Subgrade = 404.89 Original Grnd = -6.45' (405.49) 7.51' (404.96) 10:54 AM 8 April 2025 ] Rte381 - 4000.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T19 STATE PROJECT NUMBER SHEET VI 40+50.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 380 380 390 390 400 400 410 410 420 420 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 10:57 AM 8 April 2025 ] Rte381 - 4050.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_381.dgn VI 38(2) C2 T20 STATE PROJECT NUMBER SHEET VI 80+50.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 300 300 310 310 320 320 330 330 340 340 350 350 L C 325.80 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 -2.2% -1.2% 1:2 1:1.77 324.83 Subgrade = ) 324.72 ' ( -5.25 ) 324.78 ' ( 4.77 2:05 PM 16 April 2025 ] Hotel - 8050.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_Hotel.dgn VI 38(2) C2 T21 STATE PROJECT NUMBER SHEET VI 81+00.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 300 300 310 310 320 320 330 330 340 340 350 350 360 360 L C 334.30 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 -2.6% +0.9% 1:2 1:1.61 333.33 Subgrade = ) 333.19 ' ( -5.51 ) 333.37 ' ( 4.54 11:24 AM 30 April 2025 ] Hotel - 8100.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_Hotel.dgn VI 38(2) C2 T22 STATE PROJECT NUMBER SHEET VI 81+50.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 310 310 320 320 330 330 340 340 350 350 360 360 370 370 L C 337.22 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 -3.0% +3.0% 1:2 1:2 336.25 Subgrade = ) 336.08 ' ( -5.76 ) 336.38 ' ( 4.31 11:24 AM 30 April 2025 ] Hotel - 8150.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_Hotel.dgn VI 38(2) C2 T23 STATE PROJECT NUMBER SHEET VI 82+00.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 310 310 320 320 330 330 340 340 350 350 360 360 L C 334.72 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 +1.4% -1.4% 333.75 Subgrade = ) 333.83 ' ( -6.02 ) 333.69 ' ( 4.08 11:24 AM 30 April 2025 ] Hotel - 8200.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_Hotel.dgn VI 38(2) C2 T24 STATE PROJECT NUMBER SHEET VI 82+50.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 300 300 310 310 320 320 330 330 340 340 350 350 360 360 L C 332.54 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 +5.9% -5.9% 331.57 Subgrade = ) 331.94 ' ( -6.25 ) 331.35 ' ( 3.86 8:39 AM 6 May 2025 ] Hotel - 8250.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_Hotel.dgn VI 38(2) C2 T25 STATE PROJECT NUMBER SHEET VI 83+00.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 320 320 330 330 340 340 350 350 360 360 L C 333.07 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 +6.3% -6.3% 1:2 1:2 332.10 Subgrade = ) 332.51 ' ( -6.52 ) 331.87 ' ( 3.61 12:50 PM 30 April 2025 ] Hotel - 8300.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_Hotel.dgn VI 38(2) C2 T26 STATE PROJECT NUMBER SHEET VI 83+50.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 320 320 330 330 340 340 350 350 360 360 L C 336.37 Des Grade = NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 1:4 +6.3% -6.3% 1:3 335.40 Subgrade = ) 335.83 ' ( -6.78 ) 335.19 ' ( 3.38 11:22 AM 30 April 2025 ] Hotel - 8350.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_Hotel.dgn VI 38(2) C2 T27 STATE PROJECT NUMBER SHEET VI 84+00.00 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 320 320 330 330 340 340 350 350 360 360 NO. DATE BY REVISIONS OFFICE OF FEDERAL LANDS HIGHWAY FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION SHEET SUB-TITLE 1 DEPARTMENT OF PUBLIC WORKS GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES CROSS SECTIONS SHEET SUB-TITLE 2 1:12 PM 30 April 2025 ] Hotel - 8400.00 [Sheet] [ M:\PROJECTS\viis\stthomas\nh38(2)_c2\Proj_Dev\CADD\T00_VI_38_2_C2_xss_Hotel.dgn VI 38(2) C2 T28 STATE PROJECT NUMBER SHEET VI