JCRD-521: URBAN COUNTY ROADWAY SPECIFICATIONS
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1 UBAN COUNTY STEET STANDADS AND SPECIFICATIONS Local Street Industrial Local Industrial Collector Minor Collector Major Collector Minor Arterial Major Arterial Typical ADT (Average Daily Traffic) 0-2, ,000 2,750-7,000 1,500-4,000 3,500-12,000 5,000-15,000 >12,000 Minimum Design Speed Number of Travel Lanes Through Lane Width 10' 1 Turn Lane/ Median Width No No 14' No 14' 14' 14' Bike Lanes/ Shoulders 1 No On-Street Parking Width Both Sides, No No One Side, 8' No No No Pavement Width 30' 3 50' 40' 48' 48' 70' Sidewalk Width No No 5-7' 2 5-7' 2 5-7' 2 5-7' 2 Landscape Strip Width 3 7' None None 7' 7' 7' 7' Minimum ight-of-way Width ' 74' 5 63' 63' 8 Minimum Access Spacing ' 150' 250' 250' 300' Surface Type AC AC AC AC AC AC AC Minimum Stopping Sight Distance 200' 240' 240' '-0" 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 Bike lane width should be measured from the edge of the concrete pan per AASHTO Guide for Development of Bicycle Facilities. 2 Design for maximum width unless approved by the Department Director. 3 Landscape strips are permitted only with agreement that the adjacent property owner will maintain. 4 OW width depends on sidewalk width, inclusion of landscape strip, and inclusion of on-street parking where permitted. 5 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. 6 Minimum Design Speed unless approved by the Department Director. 7 Applies to spacing between street intersections and driveways. No minimum standard between driveways. 8 Oregon Department of Transportation "Standard Specifications for Highway Construction" and Jackson County Supplemental Standard Specifications and "Special Provisions" applicable to the project. JCD-521: UBAN COUNTY OADWAY SPECIFICATIONS I:\Engineering\LIBAY\COUNTY\STD_DWG\CUENT\D500-Urban\JCD521-UrbanSpecs.dwg
2 30' LEVEL 2, 1/2" DENSE HMAC, NOM. COMP. THKN. - 3" SIDE TYPICAL SIDE 1 NOM. COMP. THKN. - 10" EPLACE WITH 3/4"-0 LEVELING COUSE NOM. COMP. THKN.- 6" TO MATCH LOCAL "A" FULL STEET NON- WOVEN SEE JCD401 FO SUPE ELEVATION ATES ON HOIZONTAL CUVES. DAINAGE DESIGN TO BE POVIDED BY APPLICANT'S EGISTEED P.E. AND APPOVED BY PIO TO CONSTUCTION. ALTENATE STEET COSS SECTIONS, INCLUDING SHED OOF DESIGN, EQUIE ADVANCE APPOVAL BY. PLANTE STIP PEMITTED ONLY WITH ADDITIONAL OW DEDICATION AND AGEEMENT FO 1 APPLICANT'S ENGINEE SHALL DESIGN OAD EDGE AND DAINAGE SUCH THAT EDGE IS STABLE AND DAINAGE MEETS ALL EQUIED QUALITY AND QUANTITY STANDADS. ADDITIONAL IGHT-OF-WAY MAY BE DEDICATED IF NEEDED BY DESIGN. THE OAD EDGE AND DAINAGE SHALL BE APPOVED BY THE. PATIAL STEET IMPOVEMENT COUNTY OAD UBAN LOCAL JCD522: UBAN COUNTY STEET STANDADS PATIAL LOCAL STEET I:\Engineering\LIBAY\COUNTY\STD_DWG\CUENT\D500-Urban\JCD522-UrbanLocalPartial.dwg
3 4 MIN. OW ON- STEET PAKING 10' 10' ON- STEET PAKING TYPICAL SIDE 3/4"-0 BASE OCK NOM. COMP. THKN. - 6" LEVEL 2 1/2" DENSE AC, NOM. COMP. THKN. - 3" NOM. COMP. THKN. - 12" EPLACE WITH. MINIMUM IGHT OF WAY AND MINIMUM COSS SECTIONS SHOWN. ADDITIONAL WIDTH MAY BE NEEDED DUE TO TOPOGAPHICAL CONSTAINTS O ADDITIONAL TUN S AT INTESECTIONS. INTEIM EDUCED SECTIONS MAY BE CONSTUCTED WHEN APPOVED BY THE AND CONSISTENT WITH TSP POLICY. JCD523: UBAN COUNTY STEET STANDADS LOCAL STEET I:\Engineering\LIBAY\COUNTY\STD_DWG\CUENT\D500-Urban\JCD523-UrbanLocalStreet.dwg
4 5 MIN. OW TYPICAL SIDE 8' PAKING STIP 3/4"-0 BASE OCK NOM. COMP. THKN. - 9" LEVEL 3 3/4" DENSE AC, NOM. COMP. THKN. - 4" (TWO LIFTS) NOM. COMP. THKN. - 12" EPLACE WITH. MINIMUM IGHT OF WAY AND MINIMUM COSS SECTIONS SHOWN. ADDITIONAL WIDTH MAY BE NEEDED DUE TO TOPOGAPHICAL CONSTAINTS O ADDITIONAL TUN S AT INTESECTIONS. INTEIM EDUCED SECTIONS MAY BE CONSTUCTED WHEN APPOVED BY THE AND CONSISTENT WITH TSP POLICY. AC COWN LOCATION CHANGES TO BE APPOVED BY THE. JCD524: UBAN COUNTY STEET STANDADS MINO COLLECTO I:\Engineering\LIBAY\COUNTY\STD_DWG\CUENT\D500-Urban\JCD524-UrbanMinorCollector.dwg
5 63' MIN. OW TYPICAL SIDE 3/4"-0 BASE OCK NOM. COMP. THKN. - 10" 14' CENTE TUN LEVEL 3 3/4" DENSE AC, NOM. COMP. THKN. - 4" (TWO LIFTS) NOM. COMP. THKN. - 13" EPLACE WITH. MINIMUM IGHT OF WAY AND MINIMUM COSS SECTIONS SHOWN. ADDITIONAL WIDTH MAY BE NEEDED DUE TO TOPOGAPHICAL CONSTAINTS O ADDITIONAL TUN S AT INTESECTIONS. INTEIM EDUCED SECTIONS MAY BE CONSTUCTED WHEN APPOVED BY THE AND CONSISTENT WITH TSP POLICY. OEGON UTILITY NOTIFICA TION CENTE STOP - CA LL JCD525: UBAN COUNTY STEET STANDADS MAJO COLLECTO I:\Engineering\LIBAY\COUNTY\STD_DWG\CUENT\500-Urban\JC527-UrbanMajorCollector.dwg
6 63' MIN. OW TYPICAL SIDE 3/4"-0 BASE OCK NOM. COMP. THKN. - 10" 14' CENTE TUN LEVEL 3 3/4" DENSE AC, NOM. COMP. THKN. - 6" (TWO LIFTS) NOM. COMP. THKN. - 12" EPLACE WITH. MINIMUM IGHT OF WAY AND MINIMUM COSS SECTIONS SHOWN. ADDITIONAL WIDTH MAY BE NEEDED DUE TO TOPOGAPHICAL CONSTAINTS O ADDITIONAL TUN S AT INTESECTIONS. INTEIM EDUCED SECTIONS MAY BE CONSTUCTED WHEN APPOVED BY THE AND CONSISTENT WITH TSP POLICY. OEGON UTILITY NOTIFICA TION CENTE STOP - CA LL JCD526: UBAN COUNTY STEET STANDADS MINO ATEIAL I:\Engineering\LIBAY\COUNTY\STD_DWG\CUENT\D500-Urban\JCD526-UrbanMinorArterial.dwg
7 8 MIN. OW TYPICAL SIDE 3/4"-0 BASE OCK NOM. COMP. THKN. - 10" 14' CENTE TUN LEVEL 3 3/4" DENSE AC, NOM. COMP. THKN. - 6" (TWO LIFTS) EPLACE WITH. TYPICAL IGHTS-OF WAY AND ULTIMATE COSS SECTIONS SHOWN. ADDITIONAL WIDTH MAY BE NEEDED DUE TO TOPOGAPHICAL CONSTAINTS O ADDITIONAL TUN S AT INTESECTIONS. INTEIM EDUCED SECTIONS MAY BE CONSTUCTED WHEN APPOVED BY THE COUNTY ENGINEE AND CONSISTENT WITH TSP POLICY. SEE APPOVED STIPING PLAN FO LAYOUT. NOM. COMP. THKN. - 12" OEGON UTILITY NOTIFICA TION CENTE JCD527: UBAN COUNTY STEET STANDADS MAJO ATEIAL I:\Engineering\LIBAY\COUNTY\STD_DWG\CUENT\D500-Urban\JCD527-UrbanMajorArterial.dwg
8 74' OW PAVED SHOU- LDE PAVED SHOU- LDE SEE FILL WIDENING TABLE DAWING JCD403 SL. 1.5:1 3/4"-0 BASE OCK NOM. COMP. THKN. 9" SL. 3:1 TYPICAL IGHTS-OF WAY AND ULTIMATE COSS SECTIONS SHOWN. ADDITIONAL WIDTH MAY BE NEEDED DUE TO TOPOGAPHICAL CONSTAINTS O ADDITIONAL TUN S AT INTESECTIONS. INTEIM EDUCED SECTIONS MAY BE CONSTUCTED WHEN APPOVED BY THE AND CONSISTENT WITH TSP POLICY. 1 1 EPLACE WITH SL. 3:1 LEVEL 3, 1/2" DENSE AC, NOM. COMP. THKN. - 4" (TWO LIFTS) SL. 1:1 NOM. COMP. THKN. 12" 1 SLOPE MAY BE STEEPE WITH APPOVAL BY THE. JCD528: UBAN COUNTY STEET STANDADS INDUSTIAL LOCAL I:\Engineering\LIBAY\COUNTY\STD_DWG\CUENT\D500-Urban\JCD528-UrbanIndustrialLocal.dwg
9 74' OW PAVED SHOU- LDE 1 14' CENTE TUN 1 PAVED SHOU- LDE 3/4"-0 BASE OCK NOM. COMP. THKN. - 10" SEE FILL WIDENING TABLE DAWING JCD403 SL. 1.5:1 1 SL. 3:1 LEVEL 3, 3/4" DENSE AC, NOM. COMP. THKN. - 6" (TWO LIFTS) 1 SL. 3:1 SL. 1:1 TYPICAL IGHTS-OF WAY AND ULTIMATE COSS SECTIONS SHOWN. ADDITIONAL WIDTH MAY BE NEEDED DUE TO TOPOGAPHICAL CONSTAINTS O ADDITIONAL TUN S AT INTESECTIONS. INCLUSION OF OPTIONAL S WILL BE BASED ON SUOUNDING LAND USE. INTEIM EDUCED SECTIONS MAY BE CONSTUCTED WHEN APPOVED BY THE COUNTY ENGINEE AND CONSISTENT WITH TSP POLICY. EPLACE WITH NOM. COMP. THKN. 12" 1 SLOPE MAY BE STEEPE WITH APPOVAL BY THE. JCD529: UBAN COUNTY STEET STANDADS INDUSTIAL COLLECTO I:\Engineering\LIBAY\COUNTY\STD_DWG\CUENT\D500-Urban\JCD529-UrbanIndustrialCollector.dwg
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