JCRD501: RURAL COUNTY ROADWAY SPECIFICATIONS

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1 Typical ADT (Average Daily Traffic) UAL COUNTY OADWAY STANDADS AND SPECIFICATIONS Local oad A Local oad B Local oad C Minor Collector Major Collector Arterial ,500 1,250-5,000 >4,500 >4,500 Minimum Design Speed Number of Vehicle Lanes Lane Width -0" Turn Lane Width No No No No No 14' Shoulder Width 2' 3' 5' 5' 6' 7' Shoulder Surface Gravel Gravel AC AC AC AC Pavement Width 22' 22' 32' 32' 34' 36-72' Minimum Access Spacing 2 50' 3 50' 3 50' 3 150' 300' 300' Surface Type Oil Mat Oil Mat AC AC AC AC Minimum OW Width 50' 50' 50' 60' 60' 60' Applicable Specifications GENEAL 1. Whenever any street or road is created or upgraded within the UGB or 1 2 mile of any incorporated city, the policy outlined in the goal and policy section of the TSP with respect to the Urban Growth Management Agreement will apply. 2. The urban roadway standard for the corresponding functional classification may be built if the County Engineer determines that the urban standard is more appropriate for the road section. AC = Asphaltic Concrete Pavement: The asphaltic concrete mixture in the pavement may be either hot-mix or warm-mix and shall conform to Jackson County standards. 1 Minimum Design Speed unless approved by the Department Director. 2 Lower spacing may be allowed when supported by a traffic study and approved by the Department Director, or when no other public road access is possible. 3 Applies to spacing between street intersections and driveways. No minimum standard between driveways. 4 Oregon Department of Transportation "Standard Specifications for Highway Construction" and Jackson County Supplemental Standard Specifications and "Special Provisions" applicable to the project. JCD501: UAL COUNTY OADWAY SPECIFICATIONS I:\Engineering\LIBAY\COUNTY\STD_DWG\CUENT\D500-ural\JCD501-uralSpecs.dwg

2 2' GAVEL 50' OW 2' GAVEL DOUBLE SHOT OIL MAT O LEVEL 2, 1/2" DENSE AC, NOM. COMP. THKN. - 2" EPLACE WITH 4"-0 SUBBASE OCK NOM. COMP. THKN. 12" BE NEEDED DUE TO TOPOGAPHICAL CONSTAINTS O ADDITIONAL TUN S AT INTESECTIONS. STOP - CA LL BEFOE Y OU DIG EOEGON UTILITY NOTIFICA TION CENT 1 SLOPE MAY BE STEEPE WITH APPOVAL BY THE. JCD502: UAL COUNTY STEET STANDAD LOCAL OAD A I:\Engineering\LIBAY\COUNTY\STD_DWG\CUENT\D500-ural\JCD502-uralLocalA.dwg

3 3' GAVEL 50' OW 3' GAVEL NOM. COMP. THKN. 5" DOUBLE SHOT OIL MAT O LEVEL 2, 1/2" DENSE AC, NOM. COMP. THKN. - 3" BE NEEDED DUE TO TOPOGAPHICAL CONSTAINTS O ADDITIONAL TUN S AT INTESECTIONS. 4"-0 SUBBASE OCK NOM. COMP. THKN. - 8" EPLACE WITH 4"-0 SUBBASE OCK OEGON UTILITY NOTIFICA TION CENTE STOP - CA LL 1 SLOPE MAY BE STEEPE WITH APPOVAL BY THE. JCD503: UAL COUNTY STEET STANDADS LOCAL OAD B I:\Engineering\LIBAY\COUNTY\STD_DWG\CUENT\D500-ural\JCD503-uralLocalB.dwg

4 5' 50' OW 5' NOM. COMP. THKN. - 6" BE NEEDED DUE TO TOPOGAPHICAL CONSTAINTS, ADDITIONAL S O ADDITIONAL TUN S AT INTESECTIONS. LEVEL 2 O LEVEL 3, 1/2" DENSE AC, NOM. COMP. THKN. - 3" EPLACE WITH 4"-0 SUBBASE OCK 4"-0 SUBBASE OCK NOM. COMP. THKN. - 12" STOP - CA LL BEFOE Y OU DIG EOEGON UTILITY NOTIFICA TION CENT 1 SLOPE MAY BE STEEPE WITH APPOVAL BY THE. JCD504: UAL COUNTY STEET STANDADS LOCAL OAD C I:\Engineering\LIBAY\COUNTY\STD_DWG\CUENT\D500-ural\JCD504-uralLocalC.dwg

5 5' 60' OW 5' NOM. COMP. THKN. - 8" 1 1 EPLACE WITH 4"-0 SUBBASE OCK BE NEEDED DUE TO TOPOGAPHICAL CONSTAINTS O ADDITIONAL TUN S AT INTESECTIONS. LEVEL 3, 3/4" DENSE AC, NOM. COMP. THKN. - 4" (TWO LIFTS) STOP - CA LL BEFOE Y OU DIG EOEGON UTILITY NOTIFICA TION CENT 4"-0 SUBBASE OCK NOM. COMP. THKN. - 12" 1 SLOPE MAY BE STEEPE WITH APPOVAL BY THE. JCD505: UAL COUNTY STEET STANDADS MINO COLLECTO I:\Engineering\LIBAY\COUNTY\STD_DWG\CUENT\D500-ural\JCD505-uralMinorCollector.dwg

6 6' 60' OW 6' NOM. COMP. THKN - 9" BE NEEDED DUE TO TOPOGAPHICAL CONSTAINTS, ADDITIONAL S O ADDITIONAL TUN S AT INTESECTIONS. EPLACE WITH 4"-0 SUB-BASE OCK LEVEL 3, 3/4" LEVEL 3 AC, NOM. COMP. THKN. - 4" (TWO LIFTS) STOP - CA LL BEFOE Y OU DIG EOEGON UTILITY NOTIFICA TION CENT 4"-0 SUBBASE OCK NOM. COMP. THKN. - 13" 1 SLOPE MAY BE STEEPE WITH APPOVAL BY THE. JCD506: UAL COUNTY STEET STANDADS MAJO COLLECTO I:\Engineering\LIBAY\COUNTY\STD_DWG\CUENT\D500-ural\JCD506-uralMajorCollector.dwg

7 60' OW MIN. 7' 14' TUN (WHEE NEEDED) 7' NOM. COMP. THKN - 9" EPLACE WITH 4"-0 SUBBASE OCK LEVEL 3, 3/4" DENSE AC, NOM. COMP. THKN - 6" (TWO LIFTS) 4"-0 SUBBASE OCK NOM. COMP. THKN. - 12" BE NEEDED DUE TO TOPOGAPHICAL CONSTAINTS, ADDITIONAL S O TUN S. STOP - CA LL BEFOE Y OU DIG EOEGON UTILITY NOTIFICA TION CENT 1 SLOPE MAY BE STEEPE WITH APPOVAL BY THE. JCD507: UAL COUNTY STEET STANDADS ATEIAL I:\Engineering\LIBAY\COUNTY\STD_DWG\CUENT\D500-ural\JCD507-uralArterial.dwg

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