Subdivision Road Specifications
FROM : FAX NO. : Feb. @7 2084 @1:34PM P4 GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES —g@-——_ PUBLIC WORKS DEPARTMENT 6002 Estate Anna's Hope Christiansted, St. Crolx, V.I. 00820-4428 Tal: (340) 773-1290 Fax: (340) 773-0670 STANDARD SPECIFICATION FOR ROAD PAVING FOR SUBDIVISION SPECIFICATION FOR ROAD PAVING SHALL BE PER FP-03 (STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS) 1, SUBDIVISION WITH FIFTEEN (15) LOTS OR LESS ROAD WIDTH SHALL BE 18 FEET FLEXIBLE PAVEME UMINOUS CON: E A. PAVING SHALL CONSIST OF 2” BASE COARSE OF BITUMINOUS CONCRETE AND TWO INCH (2”) OF SERVICE COARSE BITUMINOUS CONCRETE B. FOR ROADS THAT ARE CONSTRUCTED WITH SOIL CEMENT A MINIMUM OF. FOUR INCHES (4”) OF SOIL CEMENT SHALL BE USED FOR THE BASE COARSE AND TWO INCHES (2”) OF BITUMINOUS CONCRETE SHALL BE APPLIED AS THE SERVICE COARSE GID PAVEMENT(PORT NT CONCRET A. FOR RIGID PAVEMENT, AFTER THE SUBBASE OR SUBGRADE IS PREPARED, A SLAB THICKNESS OF SIX INCHES (6”) OF CONCRETE SHALL BE POURED FOR THE ROADWAY B. …
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FROM : FAX NO. : Feb. @7 2084 @1:34PM P4 GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES —g@-——_ PUBLIC WORKS DEPARTMENT 6002 Estate Anna's Hope Christiansted, St. Crolx, V.I. 00820-4428 Tal: (340) 773-1290 Fax: (340) 773-0670 STANDARD SPECIFICATION FOR ROAD PAVING FOR SUBDIVISION SPECIFICATION FOR ROAD PAVING SHALL BE PER FP-03 (STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS) 1, SUBDIVISION WITH FIFTEEN (15) LOTS OR LESS ROAD WIDTH SHALL BE 18 FEET FLEXIBLE PAVEME UMINOUS CON: E A. PAVING SHALL CONSIST OF 2” BASE COARSE OF BITUMINOUS CONCRETE AND TWO INCH (2”) OF SERVICE COARSE BITUMINOUS CONCRETE B. FOR ROADS THAT ARE CONSTRUCTED WITH SOIL CEMENT A MINIMUM OF. FOUR INCHES (4”) OF SOIL CEMENT SHALL BE USED FOR THE BASE COARSE AND TWO INCHES (2”) OF BITUMINOUS CONCRETE SHALL BE APPLIED AS THE SERVICE COARSE GID PAVEMENT(PORT NT CONCRET A. FOR RIGID PAVEMENT, AFTER THE SUBBASE OR SUBGRADE IS PREPARED, A SLAB THICKNESS OF SIX INCHES (6”) OF CONCRETE SHALL BE POURED FOR THE ROADWAY B. 3/8 REBARS 8” ON CENTER SHALL BE USED AS REINFORCEMENT 2. SUBDIVISION WITH MORE THAN FIFTEEN LOTS ROAD WIDTH SHALL BE TWENTY (20) FEET FLE PAVE TUMINOUS CO TE A. PAVING SHALL CONSIST OF TWO (2) INCHES OF BASE COARSE BITUMINOUS CONCRETE AND TWO INCHES 2” OF SERVICE COARSE BITUMINOUS CONCRETE FROM : FAX NO. Feb. @7 2084 91:37PM pg TYPICAL TRENCH DETAIL FOR ROADWAY IN GOOD CONDITION ENTIRE LANE WIDTH OVERLAY Bituminous Concrete Paving(14"Surface) Overlay Entire Lane Width. Graded Granular Base Material per V.1.0.P.W. Specifications Compacted in 6" Lifts to 95% Proctor. Bituminous Concrete Poving(Bose) atch Existing Thickness Bituminous Concrete Paving(Surfece) Existing Bituminous Match Existing Thickness Concrete Pavement Sow cut Pavement Sow cut Pavement Existing Bituminous Concrete Povement ’ m aheteta ae eaeeenes ut }-S MIN. ESSE ereeeeeeeeeeeE 6” MIN | seees state tee SEE LY eer Backfill per © Specifications Campact in \ 8" Loyers per FP—96 “1 higher than 95.0% 10°Min, 15"Max. Ye See Sond Blanket ‘<a ‘ye “ In, ° «af ges AL, * ; ; 12”Min, | [~—— Refer to Trench Width Limits Approved Bedding Material ve eM TRENCH. DETAIL DATE: LOCATION: JOB NUMBER SHEET