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HomeMy WebLinkAbout4580-1E CONSTRUCTION NOTES 1O PLACE 3" AC PAVEMENT ( O2 CONSTRUCT 8" CURB ANE O3 CONSTRUCT CONCRETE TY O4 CONSTRUCT CROSS GUTTE O5 CONSTRUCT COMMERCIAL DRIVE APPROACH PER S.B. CO. STD. DWG. N0. 129B. © CONSTRUCT HANDICAP RAMP PER S.B. CO. STD. DWG. NO. 11.0. 0 SAWCUT AND REMOVE EXISTING AC PAVEMENT. ® ADJUST TO GRADE. O9 TO BE RELOCATED. 10 SAWCUT AND MATCH EXIST AC PAVEMENT. PROVIDE 0.1' MIN. THICKNESS AC PAVEMENT OVERLAY MIN. 2' WIDE. e CONSTRUCT CURB OUTLET STRUCTURE PER S.B. CO. STD. DWG. N0. 210. S=4' 12 CONSTRUCT MARKER PER S.B. CO. STD. SWG. N0. 304. 13 PAINT SOLID WHITE STRIPE 14 INSTALL STREET NAME/STOP SIGN PER S.B. CO. STD. DWG. NO. 303. 15 INSTALL "STOP" AND STOP LIMIT LINE PER CALTRANS MANUAL FIG. 6-33 & FIG. 6-36. 4 N VICINITY MAP NTS 0 20 4o 80 120 INDEX MAP TRAFFIC CONTROL - GENERAL NOTES: 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 2. ALL STRIPING AND PAVEMENT MARKING SHALL BE THERMOPLASTIC (ALKYD BASE TYPE). 3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IIIA) REFLECTIVE SHEETING. 4. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 303 (a) AND 303(b). 7. 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY COUNTY REPRESENTATIVE. 6. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. 7. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE REPLACED/RESTORED OF SAME KIND, AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. 9. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY (FHWA TYPE III) REFLECTIVE SHEETI 10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. �oQ�OFESS/ pN9` co� O Nn_ ?750? m T *� Exp. 12-31-01 /* sT9_ QF AL1F R\\P R/W R/W GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 2. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303, 303a AND 303b SHALL BE CONSTRUCTED AT EACH INTERSECTION. 3. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUB -GRADE OF ROAD 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 MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT PRIOR TO PAVING. 4. 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. 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: a) R -VALVE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. b) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 7. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.E.) AT VARYING DEPTHS TO WITHIN 0.5' OF ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: a) R -VALVE SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. b) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 8. 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. 9. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 10. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO MAKING APPLICATION AND ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. 11. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE OF QUANTITIES. 12. A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. 13. 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 IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AT THE DEVELOPER'S EXPENSE AND AT NO COST TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. 14. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A MINIMUM OF PONDING OCCURS; SECTIONS HAVING GRADIENTS OF 0.50 % OF 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 SAW CUT AND REMOVED IN LENGTHS NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. 33' NATURAL GROUND J 22' 0.14' 1 2% - - LEVEL LINE 727. TYPICAL SECTION POPLAR AVENUE NTS q q CONST. SURVEY i 33' 22'± i 5' VARIES 2' 1_23%-1.35% L_� _J EXIST. C & G EXIST. E.P. 1'f EXIST. E.P. 28" 33' 17' 11 ' VARIES 6'-6" LEVEL LINE _ _ _ _ 117-S-3.0-9-3.47% TYPICAL SECTION BOYLE AVENUE NTS &w,k, o2-ZI_nl 79 4FF/C D/VASIDA/ DAT,E R/W 11' 6'-6" R/W POPLAR AVENUE AND BOYLE AVENUE TITLE SHEET DR/157-101/98/APN 237-052-10 P-41 OEM