SP6546 - SP6551 - Laserfiche WebLink

Home Browse Search

6•i UC INC RML I141U I CJ: COr1St 1. High Friction Surface Treatment (HFST) must be placed in one (1) layer on the existing surface. Limits of Clearing and Grubbing 2. Before High Friction Treatment Surface is to be applied to the areas, the Contractor must protect all utility covers, including 21t I 2't but not limited to maintenance holes, water valves and survey High Friction Surface Treatment High Friction Surface Treatment monument frames and covers. Contractor will remove Existing Rumble Strip E E E Existing Rumble Strip protective covers after the application is completed. Full (Fog Line) to EP o O (Fog Line to compensation will be considered as included in the unit price remain in p ace i E remain in place o o 0 o EP for High Friction Surface Treatment. U U U Va—r o Existing Surface = —II `III Vo_r-� c J. The Contractor must remove and dispose pavement markers in -1 rINIF-P �` �inlr all areas. The cost of work will be included in the unit price for Install High F L�1� — —� remain in place. a Treatment. Rumble strips will �I—IIF_l-`T'Friction Surface Existing Roadway -Existing P Rumble Strips �aRepar�rxrust beerrrplce�{ g9®EaJ°radar deY�a (Yellow Lines) to remain in place ighRBra'°ti°'n �ufa'ce�Treataa° 5. The Contractor must be responsible for adequately scheduling Ty'` CAL SECTION the inspection and testing of all facilities constructed under this Road contract. All testing must conform to the Standard Corral Hollow Sto 166+25 to Sta 207+35 al iG !� Specifications. All re -testing will be paid for by the Contractor. 6, The Contractor must exercise due caution and carefully preserve survey bench marks control points, reference points Cast 24' — 32' :tearing an nAt W U Existing Roadway Install Center Line per 5P A20A Detail 22 TYPICAL SECTION Corral Hollow Road : Sta 98+60 to Sta 106+80 Sta 114+95 to St^ 122+10 Schulte Road : Sta 139+85 to Sta 147+00 1❑ 0' — Corral Hollow Road 4' — Schulte Road COUNTY OF SAN JOAQUIN � NO SCALE DRAWN BY DATE PROJECT ENGINEER DATE Vincent �l cPTar �s e G �a _ w /%�' LJ/s/i Q Existing Surface o_ w MTI -1,1!11111 l_ -- - J ali= Install Fog Line (white) Typ per SP A20B Detail 27B H • Aid all survey stakes, and must bear all expenses for replacement and/or errors caused by their unnecessary loss or disturbance. 7. Existing highway and utility facilities must remain in place unless otherwise stated. 8. All work, including staging area_, will be confined to paved surfaces. 9. Staging of work is not allowed in the Right of Way of Corral Hollow Road for this Project. Cavid Mendozr RCE 42581 Sheet No. 2of6 I D T o n` m � � D � � N a m 3 3 6•i UC INC RML I141U I CJ: COr1St 1. High Friction Surface Treatment (HFST) must be placed in one (1) layer on the existing surface. Limits of Clearing and Grubbing 2. Before High Friction Treatment Surface is to be applied to the areas, the Contractor must protect all utility covers, including 21t I 2't but not limited to maintenance holes, water valves and survey High Friction Surface Treatment High Friction Surface Treatment monument frames and covers. Contractor will remove Existing Rumble Strip E E E Existing Rumble Strip protective covers after the application is completed. Full (Fog Line) to EP o O (Fog Line to compensation will be considered as included in the unit price remain in p ace i E remain in place o o 0 o EP for High Friction Surface Treatment. U U U Va—r o Existing Surface = —II `III Vo_r-� c J. The Contractor must remove and dispose pavement markers in -1 rINIF-P �` �inlr all areas. The cost of work will be included in the unit price for Install High F L�1� — —� remain in place. a Treatment. Rumble strips will �I—IIF_l-`T'Friction Surface Existing Roadway -Existing P Rumble Strips �aRepar�rxrust beerrrplce�{ g9®EaJ°radar deY�a (Yellow Lines) to remain in place ighRBra'°ti°'n �ufa'ce�Treataa° 5. The Contractor must be responsible for adequately scheduling Ty'` CAL SECTION the inspection and testing of all facilities constructed under this Road contract. All testing must conform to the Standard Corral Hollow Sto 166+25 to Sta 207+35 al iG !� Specifications. All re -testing will be paid for by the Contractor. 6, The Contractor must exercise due caution and carefully preserve survey bench marks control points, reference points Cast 24' — 32' :tearing an nAt W U Existing Roadway Install Center Line per 5P A20A Detail 22 TYPICAL SECTION Corral Hollow Road : Sta 98+60 to Sta 106+80 Sta 114+95 to St^ 122+10 Schulte Road : Sta 139+85 to Sta 147+00 1❑ 0' — Corral Hollow Road 4' — Schulte Road COUNTY OF SAN JOAQUIN � NO SCALE DRAWN BY DATE PROJECT ENGINEER DATE Vincent �l cPTar �s e G �a _ w /%�' LJ/s/i Q Existing Surface o_ w MTI -1,1!11111 l_ -- - J ali= Install Fog Line (white) Typ per SP A20B Detail 27B H • Aid all survey stakes, and must bear all expenses for replacement and/or errors caused by their unnecessary loss or disturbance. 7. Existing highway and utility facilities must remain in place unless otherwise stated. 8. All work, including staging area_, will be confined to paved surfaces. 9. Staging of work is not allowed in the Right of Way of Corral Hollow Road for this Project. Cavid Mendozr RCE 42581 Sheet No. 2of6