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LANGONC FIELD BOOK REF. LU17d Sanllys � Owl &gi77ew-117 f .502 w. VY//vy 6A V 9*/. 4— Go/fon , 92324 — - - - — (7/4.) 6e5 -6,_4o9 - !al-ve-7 K. Lem o el Aolc_.337.92 &//r//Vo. 001-04-7 MARK REVISIONS /0 , S'/imv f(M�, ��tiflrs y.c9k-a.bi% _ - n `5 � G°xist. ,f. G. /tee✓riinonf TY1''/GAL St(I ROW W YZ ALMOND AYt- Not to u; evlel 20 W GENEIIIA WINES 1. All work shall be done in accordance with these plans and the standards and specifications of the County of San Bernardino. 2. A permit from the San Bernardino County Transportation Department will be required prior to beginning any work or construction within the County R/W easement. 3. All pipelines or substructures of any kind (and telephone or power poles, water meters, valves, hydrants, etc.) shown or not shown on these plans within the limits of this development or adjacent areas where improvement work is to be done shall be removerd or relocated as required, at no cost to the San Bernardino County Transportation Department. It shall be the owner's responsibility to notify all agencies concerned. 4. When asphalt concrete is placed on native soil which consists of a rocky material, the subgrade shall be prepared by removing all rocks which protrude above subgrade and all voids or depressions shall be filled with fine graded material of a quality better than the native material. If asphalt concrete is to be placed directly on subgrade, a soil sterilant registered by the E.R.A. for use under AC and PCC shall be uniformly applied at the manufacturers recommended rate for the full witdth prior to paving. 5. Adequate stakes shall be set by the Engineer to enable to Contractor to construct the work to the plan grades. 6. Stakes driven to the pavement sub -grade elevation shall be set by the Contractor or Engineer. The stakes shall be at all hinge points, edge of oavement and crown points, within 0.01' of sub -grade elevation, at no more than 50' intervals. Additional stakes may be needed at warped or vertical curve areas. Sub -grade stakes shall be in place prior to paving to permit spot checking of sub -grade by inspection personnel. 7. Compaction tests of embankment construction, trench backfill, compacting of original ground and all sub -grade shall be performed at no cost to San Bernardino county. A written report with the compaction tests shall be submitted to the contracts Administration Division of the County Transportation Department for approval, prior to placement of base material and/or surfacing. 8. At the completion of paving, a materials report shall be submitted to the Contracts Engineer of the San Bernardino County Transportation Department listing all tests of determinations completed to verify: a) R -value, sieve analysis, sand equivalent of aggregate bases. b) Stability, oil content and sieve analysis of asphalt surfacing. 9. Immediately following removal of existing pavement or dike or curb and/or gutter, the contractor shall diligently pursue this portion of the work until completion. 10. Encroachment Permit is required from Caltrans prior to doing any work within the State Highway Right -of -Way. 11. All work within the highway right-of-way shall be to State Standards, and as directed by the State's representative. 12. Structural section indicated for highway (Foothill Blvd.) is for estimating only. Actual section to be determined after grading and appropriate lab tests. A T.I. of 8.5 should be used in the design of the highway lanes section. A T.I. of 6.0 could be used in the shoulder area. COUNTY OF SAN BERNARDINO ROAD DEPARTMENT DFSIGNFD By OHAwN BY CHFCKE BY APPROVED BY JSG A/- �. SUBMITTED BY -_ C D E ASST. COUNTY ENGR. ROADS DATE APPR DATE ASST ROAD COMMISSIONER E GR DATE COUNTY ENGINEER DATE W O NO ,Stf-vat /mpravo►m�ats 100)1//LL 1WZ1zLM1f110 ROAD NO from .4/m0I7d Ales to ma!d //*/W Ae,97 fae hi// ,61,a to ex �,f A,06 230 -041-58 /e/o/ p/a/I /.�2 -.9 S SHEET / of__- OWC1. NO • L\�;-7tb "Ilk a v / rd/r7 V/G/N/TY MAP N• r5. l►1b0190 ✓/i Ht,5 K. LANGONC FIELD BOOK REF. LU17d Sanllys � Owl &gi77ew-117 f .502 w. VY//vy 6A V 9*/. 4— Go/fon , 92324 — - - - — (7/4.) 6e5 -6,_4o9 - !al-ve-7 K. Lem o el Aolc_.337.92 &//r//Vo. 001-04-7 MARK REVISIONS /0 , S'/imv f(M�, ��tiflrs y.c9k-a.bi% _ - n `5 � G°xist. ,f. G. /tee✓riinonf TY1''/GAL St(I ROW W YZ ALMOND AYt- Not to u; evlel 20 W GENEIIIA WINES 1. All work shall be done in accordance with these plans and the standards and specifications of the County of San Bernardino. 2. A permit from the San Bernardino County Transportation Department will be required prior to beginning any work or construction within the County R/W easement. 3. All pipelines or substructures of any kind (and telephone or power poles, water meters, valves, hydrants, etc.) shown or not shown on these plans within the limits of this development or adjacent areas where improvement work is to be done shall be removerd or relocated as required, at no cost to the San Bernardino County Transportation Department. It shall be the owner's responsibility to notify all agencies concerned. 4. When asphalt concrete is placed on native soil which consists of a rocky material, the subgrade shall be prepared by removing all rocks which protrude above subgrade and all voids or depressions shall be filled with fine graded material of a quality better than the native material. If asphalt concrete is to be placed directly on subgrade, a soil sterilant registered by the E.R.A. for use under AC and PCC shall be uniformly applied at the manufacturers recommended rate for the full witdth prior to paving. 5. Adequate stakes shall be set by the Engineer to enable to Contractor to construct the work to the plan grades. 6. Stakes driven to the pavement sub -grade elevation shall be set by the Contractor or Engineer. The stakes shall be at all hinge points, edge of oavement and crown points, within 0.01' of sub -grade elevation, at no more than 50' intervals. Additional stakes may be needed at warped or vertical curve areas. Sub -grade stakes shall be in place prior to paving to permit spot checking of sub -grade by inspection personnel. 7. Compaction tests of embankment construction, trench backfill, compacting of original ground and all sub -grade shall be performed at no cost to San Bernardino county. A written report with the compaction tests shall be submitted to the contracts Administration Division of the County Transportation Department for approval, prior to placement of base material and/or surfacing. 8. At the completion of paving, a materials report shall be submitted to the Contracts Engineer of the San Bernardino County Transportation Department listing all tests of determinations completed to verify: a) R -value, sieve analysis, sand equivalent of aggregate bases. b) Stability, oil content and sieve analysis of asphalt surfacing. 9. Immediately following removal of existing pavement or dike or curb and/or gutter, the contractor shall diligently pursue this portion of the work until completion. 10. Encroachment Permit is required from Caltrans prior to doing any work within the State Highway Right -of -Way. 11. All work within the highway right-of-way shall be to State Standards, and as directed by the State's representative. 12. Structural section indicated for highway (Foothill Blvd.) is for estimating only. Actual section to be determined after grading and appropriate lab tests. A T.I. of 8.5 should be used in the design of the highway lanes section. A T.I. of 6.0 could be used in the shoulder area. COUNTY OF SAN BERNARDINO ROAD DEPARTMENT DFSIGNFD By OHAwN BY CHFCKE BY APPROVED BY JSG A/- �. SUBMITTED BY -_ C D E ASST. COUNTY ENGR. ROADS DATE APPR DATE ASST ROAD COMMISSIONER E GR DATE COUNTY ENGINEER DATE W O NO ,Stf-vat /mpravo►m�ats 100)1//LL 1WZ1zLM1f110 ROAD NO from .4/m0I7d Ales to ma!d //*/W Ae,97 fae hi// ,61,a to ex �,f A,06 230 -041-58 /e/o/ p/a/I /.�2 -.9 S SHEET / of__- OWC1. NO • L\�;-7tb