KDOT PROJECT # 106 KA
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1 Page 1 of 10 KDOT PROJECT # FEDERL PROJECT # HSIP-450(101)
2 KDOT PROJECT # FEDERL PROJECT # HSIP-450(101) Project Location #8 Page 2 of 10
3 01/05/2017 JG FED # HSIP-450(101) This project is for cutting shoulder & centerline rumble strips in various locations in District V. 6,480 Location #7 is on K55 in Sumner County from the US81/K55 JCT West of elle Plaine to the west side of the elle 9 Location #8 is on US400 in utler County approximately 4.28 miles east of City Limits of Leon, east 2.3 miles. These are asphalt shoulders on four lane section with approximately 24,200 LNFT, Sta. 10 Contractor shall not perform any activity upon railroad right-of-way. Page 3 of 10
4 Centerline rumble strips No Centerline rumble strips Centerline rumble strips City connecting link or Urbanized (Unincorporated city) Rumble Strips (Edgeline) No Rumble Strips (Edgeline) Rumble Strips (Edgeline) City connecting link or Urbanized (Unincorporated city) ì Major HighwayÜ ì Major HighwayÜ TYPICL CITY CONNECTING LINK OR URNIZED RE TYPICL CITY CONNECTING LINK OR URNIZED RE Rumble Strips (Edgeline) ì Major HighwayÜ Rumble Strips (Edgeline) ÚMinor Highway or County Road TYPICL RURL INTERSECTION WITH YPSS LNES TYPICL RURL INTERSECTION WITH YPSS LNES No Centerline rumble strips Centerline rumble strips Rumble Strips (Edgeline) ì Major HighwayÜ Rumble Strips (Edgeline) ÚMinor Highway or County Road ÚCity Ú City limit limit or or Urban Urban boundary boundary ì Major HighwayÜ ì Major HighwayÜ Radius Ú City limit or ÚCity limit or Urban boundary Urban boundary Centerline rumble strips No Centerline rumble strips Centerline rumble strips ì Major HighwayÜ ì Major HighwayÜ TYPICL RURL INTERSECTION WITH LEFT TURN LNES TYPICL RURL INTERSECTION WITH LEFT TURN LNES End of Rad. Úì Sideroad or Paved Entrance End of Rad. Radius Ú Minor Highway or County Road ShoulderÜ Centerline rumble strips ì Major HighwayÜ ì Major HighwayÜ Ú Minor Highway or County Road SECTION - Plot Date : $$$$$SYTIME$$$$$$ Squad: VPhelps Plot File : $$$$$$$$$$$$DGNSPEC$$$$$$$$$$$$$ Milled Rumble Strips (Centerline) RD706 (1of 3) Page 4 of 10 Milled Rumble Strips (Edgeline) sphalt Shoulders RD706a (1of3) Project K KNSS DEPRTMENT OF TRNSPORTTION GOVE Co. Page 24
5 GENERL NOTES Construction of centerline rumble strips in asphalt pavement is paid under the bid item "Rumble Strips (Milled Centerline)". ll work and mater- ials required to construct the GENERL strips in NOTES accordance to these details and Special Provisions Construction are of Rumble included Strips in (sphalt) this item. in asphalt pavement shall be paid under the bid item "Rumble Strips (Miled) (sphalt)". l workand See typical sections for other surfacing details. materials required to construct the rumble strips in accordance to the details not and construct Standard rumble Specifications strip shall on bridges be included or concrete in this item. bridge Do approaches See typical sections for other surfacing details. No variation in spacing between depressions will be permitted. Rumble strips shall not be constructed on bridges or concrete bridge Either approaches. rumble strip shape is acceptable with no mixing of shapes on a project No unless variation approved in spacing by between the engineer. depressions will be permitted. Either rumble strip shape is acceptable with no mixing of shapes on For Shoulder Rumble Strip details see Standard drawing RD707. a project unless approved by the engineer. ShoulderÜ ShoulderÜ End of Rad. Úì Sideroad or Paved Entrance Úì Sideroad or Paved Entrance End of Rad. TYPIC ì ProjectÜ ì ProjectÜ TYPICL MINOR SIDEROD OR ENTRNCE RUMLE STRIPS (EDGELINE) at TYPICL MINOR SIDEROD OR ENTRNCE Centerline Rumble Strips Edge of travel wayü Edge of travel wayû Traffic Traffic ÙCenterline of Undivided Highway ÙCenterline Rumble Strips of Undivided Highway Traffic Traffic Edge of travel wayü Edge of travel wayû TYPICL TYPICL INSTLLTION INSTLLTION RUMLE (EDGELINE) Plot Date : $$$$$SYTIME$$$$$$ Squad: VPhelps Plot File : $$$$$$$$$$$$DGNSPEC$$$$$$$$$$$$$ Milled Rumble Strips (Centerline) RD706 (1of (2 of 3) 3) Page 5 of 10 Milled Rumble Strips (Edgeline) sphalt Shoulders RD706a (2of3) Project K KNSS DEPRTMENT OF TRNSPORTTION GOVE Co. Page 25
6 Ú Min L INTERSECTION WITH LEFT TURN LNES Radius Radius ELEVTION ELEVTION 7" 5" 7" 5" 4" PLN Edge of travel wayû DETILS PLN OF DEPRESSION 7" DETILS OF DEPRESSION 5" 4" 7" 5" PLN Edge of travel wayû DETILS OF DEPRESSION (lternate Shape) PLN DETILS OF DEPRESSION (lternate Shape) Radius Radius "to SECTION - (Typical for both shapes) SECTION - (Typical for both shapes) ÚTop of pavement ÚTop of pavement 7" ÚTop of pavement LT. RUMLE STRIP SHPE SECTION - 7" SECTION - (LT. SHPE) ÚTop of pavement SECTION - (LT. SHPE) SECTION - LT. RUMLE STRIP SHPE Plot Date : $$$$$SYTIME$$$$$$ Squad: VPhelps Plot File : $$$$$$$$$$$$DGNSPEC$$$$$$$$$$$$$ Milled Rumble Strips (Centerline) RD706 (3 of 3) Milled Rumble Strips (Edgeline) sphalt Shoulders RD706a (3of3) Page 6 of 10 Project K KNSS DEPRTMENT OF TRNSPORTTION GOVE Co. Page 26
7 Page 7 of 10
8 106 K K Page 8 of 10
9 Page 9 of 10
10 26.00 Page 10 of 10
s Contact the Area Construction Engineer at for RAP sample location. Page 2 of 10
Page 1 of 10 Page 2 of 10 Page 3 of 10 Ú City limit or Urban boundary No Centerline rumble strips Centerline rumble strips City connecting link or Urbanized (Unincorporated city) TYPICAL CITY CONNECTING
Page 1 of KA
Page 1 of 10 5 Contact the Area Engineer at 620-384-7821 for RAP sample location. Page 2 of 10 SS-1HP or approved alternate shall be used for Tack. Page 3 of 10 Ú City limit or Urban boundary No Centerline
59-2 KA Page 1 of 16
59-2 KA 4812-01 Page 1 of 16 Area office to Page 2 of 16 Rock Wedge TYPICAL SECTION C 2.0 in. Overlay 2.0 in. Mill Rock Wedge 1:1 @ edge of Asphalt Match Existing Surface 30.0 ft wedge 2.0ft+ not to scale
BARTON COUNTY GENERAL HIGHWAY MAP PREPARED BY THE KANSAS NE 120 RD NE 100 RD NE 80 RD NE 70 RD NE 50 RD NE 60 RD T18S T19S. County Ellsworth County
TS TS NW 0 RD! Stickney! Millard!!!!! NE 00 RD NE 0 RD NE 0 RD! NW 0 AVE NW 0 AVE NW 0 AVE NW 0 AVE NW 00 AVE NW 0 AVE NW 0 AVE NW 0 AVE NW 0 AVE NW 0 AVE NW 0 AVE NW 0 AVE NW 0 AVE N SUSANK RD NE 0 AVE
2 Min. Min. Edge of. Edgeline See Note 3 PLAN VIEW. See Note 3. This distance may vary
8" Physical gore ( ) ( ) 250 Varies 250 TYPICAL RUMBLE STRIP PLACEMENT AT EXIT AND ENTRANCE RAMPS This distance may vary This distance may vary ( ) 2 16" edge of R=12" Max ( ) Physical gore Texturing 1.
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