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HomeMy WebLinkAbout4531-1. �.` m Zvi" lat HORIZI ?620' VERT 12 13 14 15 le 17 i I — (Curb & Gutter)' MEA 0 0 0) 0 L 0 I NT5 SCALE 1 "=20' Existing ,A° W CORIB RET DATA (EP) 10027 CATAWBA AVENUI FONTANA, lig. LAJ A,PX 235-152-14 0 (Curb & Gutter) (Curb Only) (Aeri al Power & Tel) L 00 I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE STANDARDS AND SPECIFICATIONS OF THE COUNTY OF SAN BERNARDINO. 2. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. 3. AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO MAKING APPLICATION AND ISSUANCE OF PERMIT. 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND (TELEPHONE POLES, POWER POLES, WATER METERS, VALVES OR HYDRANTS, ETC,) SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AT THE DEVELOPERS EXPENSE AND AT NO COST TO THE COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNERS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED, 5, ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEMS OR ESTIMATE OF QUANTITIES. 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO THE COUNTY, A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF BASE OR SURFACING. 7, AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTIONS SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT, FIELD ENGINEERING DIVISION, TRANSPORTATION PERMITS SECTION, FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING THE LOCATION OF SAMPLING, A TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL R—VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. S. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE COUNTY TRANSPORTATION DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: (a) R—VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE, (b) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 9. CURB AND GUTTER, CROSS GUTTERS AND SPANDRELS SHALL BE CONSTRUCTED SO THAT A MINIMUM OF PONDING OCCURS. SECTIONS HAVING GRADIENTS OF 0,50% OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO TRACT ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 6" WIDE OR MORE THAN 4' LONG SHALL BE SAWCUT AND REMOVED IN LENGTHS NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED, 10. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.50' OF GRADING PLAN. THE TOP 0,50' SHALL BE DENSIFIED TO 95% R.C. 11. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 12. IF ASPHALT CONCRETE IS PLACED DIRECTLY ON SUBGRADE OF ROADS OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A,C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKES OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 14. IF, DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 15. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION, j A", SAN BERNARDINO COUNTY -BxM. NO. 13 CHISELED "[' IN NORTHWEST CORNER OF SIDEWALK OF "BURGER DELIGHT" AT THE SOUTHEAST CORNER OF VALLEY BOULEVARD & CATABA AVENUE. ELEVATION = 1094.275 x v ♦ `r/ a A .9 V a ROAD NO. 217650 ! t.M. dITY'*a .. CONSTRUCT 8' P.C.C. CURB & GUTTER PER S.B.CO. STD, NO. 115 CONSTRUCT P.C.C. COMMERCIAL DRIVEWAY PER S,B.CO. STD. NO. 129, =30' 4� CONSTRUCT A.C. PAVEMENT OVER COMPACTED NATIVE MATERIAL CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY CONSTRUCT ASPHALT CONCRETE DIKE PER S.BxCO. STD. NO.11 OVERLAY 2' MIN TO FORM A SMOOTH JOIN SACUT TO FORM A SMOOTH JOIN TO BE REMOVED 1 ADJUST TO FINISH GRADE 11 PROTECT IN PLACE 1 INSTALL YELLOW MARKER PER S.BxCO. STD. NO. 304 COUNTY OF SAN BERNARDINO TRANSPORTATION/FLOOD CONTROL DEPT. DESIGNED B'r'a DRAWN BY: CHECKS Yx APPROVED BY: SUBMITTED BY. C.D1. RECOMM D DAPPROVAL BY -ASST. DIRECTOR OF TRANSPORTATION DATE t /yp ii REVISIONS DIRECTOR OF TRANSPORTATION DATE APPR DATE D DEVELOPMENT ENGINEER DATE I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE STANDARDS AND SPECIFICATIONS OF THE COUNTY OF SAN BERNARDINO. 2. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. 3. AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO MAKING APPLICATION AND ISSUANCE OF PERMIT. 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND (TELEPHONE POLES, POWER POLES, WATER METERS, VALVES OR HYDRANTS, ETC,) SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AT THE DEVELOPERS EXPENSE AND AT NO COST TO THE COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNERS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED, 5, ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEMS OR ESTIMATE OF QUANTITIES. 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO THE COUNTY, A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF BASE OR SURFACING. 7, AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTIONS SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT, FIELD ENGINEERING DIVISION, TRANSPORTATION PERMITS SECTION, FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING THE LOCATION OF SAMPLING, A TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL R—VALUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. S. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE COUNTY TRANSPORTATION DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: (a) R—VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE, (b) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 9. CURB AND GUTTER, CROSS GUTTERS AND SPANDRELS SHALL BE CONSTRUCTED SO THAT A MINIMUM OF PONDING OCCURS. SECTIONS HAVING GRADIENTS OF 0,50% OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO TRACT ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 6" WIDE OR MORE THAN 4' LONG SHALL BE SAWCUT AND REMOVED IN LENGTHS NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED, 10. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.50' OF GRADING PLAN. THE TOP 0,50' SHALL BE DENSIFIED TO 95% R.C. 11. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 12. IF ASPHALT CONCRETE IS PLACED DIRECTLY ON SUBGRADE OF ROADS OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A,C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKES OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 14. IF, DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 15. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION, j A", SAN BERNARDINO COUNTY -BxM. NO. 13 CHISELED "[' IN NORTHWEST CORNER OF SIDEWALK OF "BURGER DELIGHT" AT THE SOUTHEAST CORNER OF VALLEY BOULEVARD & CATABA AVENUE. ELEVATION = 1094.275 x v ♦ `r/ a A .9 V a ROAD NO. 217650 ! t.M. dITY'*a ..