UT NP DINO PMS(1), Pavement Preservation DINO

PROJECT MANAGER PLANS FOR PROPOSED PROJECT SPECIFICATION: TYPE OF CONSTRUCTION: K. GRAY PLANS PREPARED BY FOR VANCOUVER, WASHINGTON WESTERN FEDERAL LANDS HIGHWAY DIVISION Resurfacing FEDERAL HIGHWAY ADMINISTRATION U.S. DEPARTMENT OF TRANSPORTATION A.1 DATE: APPROVED: DATE: Dinosaur National Monument Superintendent, Projects, FP-24 of Roads and Bridges on Federal Highway Standard Specifications for Construction ... ... ... ... ... ... ARIZONA WYOMING C O L O R ADO Logan Ogden SALT LAKE CITY Salina Green River Moab St. George Cedar City Delta G REEN R I V E R C O L O R ADO R I V E R S AN J UAN RIVER INTERSTATE 15 191 INTERSTATE 84 INTERSTATE 80 6 6 40 INTERSTATE 15 INTERSTATE 70 INTERSTATE 70 INTERSTATE 15 89 Greeley Sterling Limon Pueblo W a l s e nbu r g Cortez D u r a ngo D E NV E R C O L O R ADO SP R I NG S S t ea m bo a t Springs GRAND W YO M I NG N E BR A S KA OK L AHO M A N E W M E X I C O U T AH KAN S A S T r i n i d a d INTERSTATE 25 INTERSTATE 25 INTERSTATE 70 INTERSTATE 70 INTERSTATE 76 50 40 50 160 160 J UN C T I ON G unn i s on M on t r o s e 550 85 ... ... KEY MAPS COLORADO AND UTAH D E P A R T ME N T O F T R A N SP O R T A T I O N U N I T E D S T A T E S O F A M E R I C A NO SCALE By Letter Western Federal Lands Highway Division Chief of Engineering DINOSAUR NM NPS PMIS No. 326835 DINOSAUR NATIONAL MONUMENT (DINO) NATIONAL PARK SERVICE U.S. DEPARTMENT OF THE INTERIOR DINO PAVEMENT PRESERVATION MOFFAT COUNTY, COLORADO UINTAH COUNTY, UTAH PMIS PKG. NO 326835 UT NP DINO PMS(1) LENGTH BASE 46.99 MILES & PARKING AREAS LENGTH OPTION X 12.89 MILES & PARKING AREAS PROJECT NUMBER SHEET ... \Shee ts\A\titl e shee t.dgn 05 -Jun -2026 09 :51 AM UT NP DINO PMS(1) PRELIMINARY- NOT FOR CONSTRUCTION -- 1 of 36 -- TYPICAL SECTIONS NOTE: C.1 NO SCALE ` S l op e V a r i a b l e Construction Limits onstruction Limits C V a r i e s V a r i e s CAPE SEAL TYPICAL SECTION Grade varies Grade varies Existing asphalt surface For Roadway Width or Parking Lot Dimensions See Surfacing Tabulation Sheets Chip seal, type 1C , type 2 Micro surfacing Construction Limits Construction Limits Grade Varies Grade Varies V a r i e s V a r i e s MICRO SURFACING TYPICAL SECTION Existing asphalt surface For Roadway Width or Parking Lot Dimensions See Surfacing Tabulation Sheets Construction Limits onstruction Limits C V a r i e s V a r i e s CHIP SEAL TYPICAL SECTION Grade varies Grade varies Existing asphalt surface For Roadway Width or Parking Lot Dimensions See Surfacing Tabulation Sheets Chip seal, type 1C CL CL , type 2 Micro surfacing Emulsified asphalt Fog seal Emulsified asphalt Fog seal V a r i e s V a r i e s for chip seal. adjacent asphalt curb and paved ditch where present, 4. Fog seal pavement edge to pavement edge, including See Section 409. See Section D for locations. Section 414 and 418 before applying micro surfacing. 3. Seal or fill cracks and patch surface according to operations. other appurtenances during all surface treatment manholes, snow pole sleeves, water valves, and all concrete and cobble stone islands, stone wall, stone curbs, concrete curb & gutter, concrete barriers, 2. Protect existing project timber curbs, asphalt curbs, for width and extent of asphalt surface treatment. 1. See Tabulation of Surfacing Quantities Sheets D.1-D.4 Existing pavement PROJECT NUMBER SHEET ... \C\C.1_ Typ ica lSec tion .dgn 05 -M ay-2026 02 :28 PM UT NP DINO PMS(1) NPS PMIS No. 326835 PRELIMINARY- NOT FOR CONSTRUCTION -- 2 of 36 -- Greater than 1" CRACK SEALING AND FILLING CRACK SEALING AND FILLING ASPHALT PAVEMENT C.2 NOTE: with existing surface Strike off material to flush flush with the existing surface Ensure all remaining overband is CRACK SEALING CRACK FILLING " to 1" 4 1 crack material Seal crack with hot applied (22' width). 2. Parking area crack sealing converted to units of miles 1. Seal and fill cracks at locations designated by the CO. NO SCALE material flush with existing surface Fill crack with hot-applied asphalt aggregate-filled mastic PROJECT NUMBER SHEET ... \C.2_ Crac k Sea ling and Filli ng .dgn 05 -M ay-2026 02 :28 PM UT NP DINO PMS(1) NPS PMIS No. 326835 PRELIMINARY- NOT FOR CONSTRUCTION -- 3 of 36 -- to a depth of 10" base and subgrade material Remove damaged pavement, pavement Existing base course Existing NOTE: FULL DEPTH PATCH TYPE 2 FULL DEPTH PATCH TYPE 1 to a depth of 4" base and subgrade material Remove damaged pavement, pavement Existing base course Existing Fog seal C.3 PATCH TYPE 1 & 2 DETAILS ASPHALT CONCRETE PAVEMENT NO SCALE conditions encountered at time of construction. 1. Extent of patch to be determined by the CO based on [1] Varies Varies Pay Limits Pay Limits Tack coat Tack coat Fog seal ~ ~ ~ ~ Stabilization geogrid (Place in two equal lifts) 4" Asphalt Concrete Pavement 6" Crushed aggregate [1] (Place in two equal lifts) 4" Asphalt Concrete Pavement FOOTNOTE: aggregate and existing base course. Place stabilization geogrid between bottom of crushed around the perimeter of the patch Tack coat the existing asphalt concrete pavement around the perimeter of the patch Tack coat the existing asphalt concrete pavement PROJECT NUMBER SHEET ... \C\C.3_p atch typ e 1 and 2.dgn 19 -M ay-2026 02 :21 PM UT NP DINO PMS(1) NPS PMIS No. 326835 PRELIMINARY- NOT FOR CONSTRUCTION -- 4 of 36 -- T/3 T/3 T/3 NOTE: PLAIN - TRANSVERSE or LONGITUDINAL CONTRACTION JOINT CONSTRUCTION JOINT UNTIED - LONGITUDINAL UNDOWELED - TRANSVERSE and CONTRACTION JOINT DOWELED - TRANSVERSE CONTRACTION JOINT TIED - LONGITUDINAL CONSTRUCTION JOINT TIED BUTT - LONGITUDINAL ISOLATION/EXPANSION JOINT DOWELED - TRANSVERSE TIED BUTT - TRANSVERSE CONSTRUCTION JOINT CONSTRUCTION JOINT DOWEL BUTT - TRANSVERSE MINOR CONCRETE PAVEMENT JOINT SEALING DETAILS ISOLATION JOINT CONSTRUCTION JOINT SAWED OR FORMED JOINT UNDOWELED - LONGITUDINAL ISOLATION JOINT T/2 T/2 T/2 T/2 T/2 BAR SIZES THICKNESS (T) PAVEMENT TIE BAR DIAMETER DOWEL BAR Fixture or structure T T T T T…