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HomeMy WebLinkAbout5347-1 • SAN BENARDINO FRWY (1-10) SPECIAL NOTES: GENERAL NOTES: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 1, ALL WORK SHALL BE IN WITH THIS PLAN AND THE COUNTY SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE OFL SAN BERNARDINO LBE DONECONETY ACCORDANCECCRDAS AND BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 2, BENCHA MARK DATA - U.S.C. & G.S. OR OTHER SPECIFICATIONS.UM ACCEPTABLE TO THE R/W R/W SLOVER AVENUE THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT SHALL BE / TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN 88' ON THESE PLANS. USED. THE BENCH MARK USED AS A BASIS SHALL BE IDENTIFIED. 3. STREET MARKER PER SAN BERNARDINO COUNTY STANDARD NO. 303, 303A, AND ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED 303B, SHALL BE CONSTRUCTED AT EACH INTERSECTION. SANTA ANA AVENUE 4. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUB-GRADE OF ROAD OR 44' 44' TO PROVIDEDTHESE PLANS SHALL CONDUCT THEIRD OPERATIONS SO THAT PROTECTED.D EMPLOYEES ARE DRAINAGE FACILITIES, A SOILS STERILANT REGISTERED BY THE "E.P.A." FOR USE DSUBCONTRACTORS A SAFE PLACE SHALLTO WORK AND THE PUBLIC IS TIONAALLYANDCOHEALTHTUNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS 18'1 32' 12' - AND COMPLY WITH THE "OCCUPATIONAL SAFETY RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA EXISTING _ 10'± PROPOSED _ SITE740 w DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". 5. AT THE COMPLETION OF ROUGH-GRADING, A MATERIALS REPORT AND THE PROPOSED EXISTINGz z STRUCTURAL SECTION SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN I 4' 6.5' _ w w THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' BERNARDINO COUNTY TRANSPORTATION DEPARTMENT, FIELD ENGINEERING DIVISION > > AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH TRANSPORTATION PERMITS SECTION, FOR REVIEW AND EVALUATION BY THE 0754: 56IESTO © PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT VARIES O REGULATIONS"MNTINDUSTRIAL THE U.S. DEPARTMENTCLABOR OR WITH THE SDERCALIFORNIA SHOWING THE LOCATION OF SAMPLING, A TABULATION OF SIEVE ANALYSIS AND 0.36% TO 1.86% 2 55% © DEPARTMENT OF RELATIONS' "CONSTRUCTION SAFETY ORDERS". SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL • 2% �� CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY SECTION AND TEST DATA SHEETS FOR ALL R-VALUE TEST PERFORMED, INCLUDING _ _ _ _ J JURUPA } AVENUE = FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. EXPANSION PRESSURE READINGS. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL 0 0 0 N INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL SECTION REQUIREMENTS HAVE BEEN MET. m m APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING g THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER ORIGINAL GROUND, ALL SUB-GRADES SHALL BE PERFORMED AT NO COST = a HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS 2 v PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTROL DEPARTMENT, FIELD ENGINEERING DIVISION, TRANSPORTATION PERMIT SECTION, FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. SANTA A N A AVENUE 7. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT, SCALE: 1" = 10' VICINITY MAP FIELD ENGINEERING DIVISION PERMIT SECTION, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS (A) R-VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OR AGGREGATE BASES: NO SCALE WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OR ASPHALT SURFACING. OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE 8. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO APPROVED BY THE PREPARER OF THESE PLANS. VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS TO WITHIN 0.5' OF GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED TO 95%. R/W R/W 9. ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED 104' LIMITS AND FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 52' 52' QUANTITIES 10 AND/ORTGUTT R,FOLCURB THE CON RACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF No. ESTIMATED UNIT DESCRIPTION WORK UNTIL COMPLETION. 11. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY 32' 40' 12' I 25,415 SF " AC PAVEMENT SECTION - TRANSPORTATION DEPARTMENT/FLOOD CONTROL DEPARTMENT, FIELD ENGINEERING EXISTING 10'± PROPOSED _ 2 25,415 SF _" AGGREGATE BASE PER SOIL REPORT DSUANCE RTRANSPORTATIONERMIT PERMIT OR ECILION N,, P RMRIT.PRIOR TO MAKING APPLICATION AND GRADINr EXISTING6 5' 3 5,208 SF 4' FEATHER OVERLAY 12. TRANSPORTATION/FLOOD CONTROL DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE OF QUANTITIES. VARIES - 4 \ 4 1,543 SF SAWCUT AND REMOVE EXISTING AC PAVING 13. A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION/FLOOD VARIES 0.40% TO © 08" CONTROL DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. 2 929 5 773 LF CURB AND GUTTER PER S.B. CO. STD. 115 1.63% TO 3.14% © 2% 14. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND, AND TELEPHONE OR POWER 2% r 6 190 LF 8" AC DIKE PER S.B. CO. STD. 117 POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON SANTA ANA STREETON THESE PLANS WITHIN THE LIMITS OF THE DEVELOPMENT OR IN ADJACENT 7 5,719 SF SIDEWALK TYPE "C" PER S.B. CO. STD. 109 AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR © 0 I -~ 8 795 SF 40' DRIVEWAY w/20' RAD. PER S.B. CO. STD. 1298 RELOCATED AT DEVELOPERS EXPENSE AND AT NO COST TO THE SAN BERNARDINO / SEE SHEET 2 9 1 EA SIDEWALK RAMP PER S.B. CO. STD. 110A TRANSPORTATION/FLOOD CONTROL DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONSERNED. I 10 11 630 SF 30' DRIVEWAY w/20' RAD. PER S.B. CO. STD. 129B 15. CURB AND GUTTER, CROSS-GUTTERS AND SPANDRELS SHALL BE CONSTRUCTED 1 EA 4' WIDE CURB OUTLET STRUCTURE PER MODIFIED S.B. CO. STD. 210 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 MULBERRY AVENUE 14 1 EA CONSTRUCT 10' WIDE CROSS GUTTER PER S.B. MODIFIED S.B. CO. IMMEDIATELY PRIOR TO STREET ACCEPTANCE, SECTIONS WHICH HAVE WATER STD. 119 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 SCALE: 1" = 10' 16 2 EA REFLECTIRS PER STD. 304 PONDING TO THE MAXIMUM SPECIFIED. 16. IF DURING CONSTRUCTION GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. Z 17. ALL 0.40% OR LESS CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS w AND FORMS CERTIFIED BY THE ENGINEER BEFORE POURING CONCRETE. CONSTRUCTION NOTES: 18. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN 1O CONSTRUCT --" AC PAVEMENT SECTION OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. CO O CONSTRCT __" AGGREGATE BASE PER SOIL REPORT 19. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY AND I O3 PLACE 4' FEATHER OVERLAY ACCEPTABILITY OF THE WORK HEREON, IN THE EVENT OF DISCREPANCIES ARISING W ® SAWCUT AND REMOVE EXISTING AC PAVING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE W O5 CONSTRUCT 8" CURB AND GUTTER PER S.B. CO. STD. 115 DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE PLAN FOR APPROVAL 2 © CONSTRUCT 8" AC DIKE PER S.B. CO. STD. 117 BY THE COUNTY OF SAN BERNARDINO. CO 70 CONSTRUCT SIDEWALK TYPE "C" PER S.B. CO. STD. 109 20. SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF AN w ( ® CONSTRUCT 40' DRIVEWAY w/20' RAD. PER S.B. CO. STD. 129B INTERSECTION IT MUST BE MAINTAINED IN PLACE NEXT TO THE EXISTING PAVEMENT W Qi CONSTRUCT SIDEWALK RAMP PER S.B. CO. STD. 110A UNTIL SUCH TIME AS THE WIDENED ROADWAY IS OPEN FOR TRAFFIC. AT THAT 10 CONSTRUCT 30' DRIVEWAY w/20' RAD. PER S.B. CO. STD. 1298 TIME IT WILL BE RELOCATED THREE (3) FEET BEHIND THE NEW CURB IN THE 11 Ark CONSTRUCT 4' WIDE CURB OUTLET STRUCTURE PER MODIFIED S.B. CO. STD. 210 VICINITY OF THE BEGINNING OF THE CURB OR AS OTHERWISE DIRECTED BY THE TO BE RELOCATED BY CONTRACTOR ENGINEER. 13 TO BE RELOCATED BY PACIFIC BELL 21. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE CONSTRUCT 10' WIDE CROSS GUTTER PER S.B. MODIFIED S.B. CO. STD. 119 WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE CP),..--AITEMS TO BE REMOVED STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 6 INSTALL REFLECTORS PER STD. 304 22. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD / BASE TYPE). 23. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE B) REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IIIA) REFLECTIVE SHEETING. 8,',ofs 24. SIGNS SHALL BE MOUNTED ON METAL POST SIMILAR TO COUNTY STANDARD n �12�of5 LEGEND TOP OF BERM_ 303(a) AND 303(b). 25. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN _ TB ON THE PLAN, SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE TOP OF CURB_ - TC ACCOMPLISHED BY SANDBLASTING, GRADING, OR AS DIRECTED BY COUNTY CURB FACE CF REPRESENTATIVE. FLOWLINE_ _ FL 26. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR COVERED FINISHED SURFACE FS BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED EDGE OF PAVEMENT EP ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. GRADE BREAK GB 27. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS RIGHT-OF-WAY_ - R/W IF REMOVED/OBLITERATED, SHALL BE REPLACED/RESTORED OF SAME KIND, AND END OF CURVE_ EC IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL BEGINNING OF CURVE BC PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. BEGIN VERTICAL CURVE BVC 28. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH INDEX MAP END VERTICAL CURVE - EVC TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. SCALE: 1" = 100' AC PAVEMENT 'Y>°" ` 29. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH ' c''"%li , INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING. \\\\\\ y 30. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OVERLAY ����<< ��< }}��XXv�� OF THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK VV�iCJVVVy ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. AC REMOVAL 31. THE BASIS OF BEARING FOR THIS PLAN IS THE CENTERLINE OF MULBERRY AVENUE PER MAPS RECORDED IN BOOK 34 PAGE 25 OF RECORD OF SURVEY, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA; BEING NO'34'39"E. • 0 0 I v SEALtn Southland Engineering FIELD BOOK REF. COUNTY OF SAN BERNARDINO W.O. No. N BENCHMARK . /��OFEBSIp_ 9 9 STREET IMPROVEMENT PLANS 99165 y //94g a'.I` 2200 BUSINESS WAY, S1.. 100 TRANSPORTATION / FLOOD CONTROL DEPARTMENT .Y MOIL 1•�a # RIVERSIDE, CA. 92501 COUNTY OF SAN BERNARDINO BENCHMARK, B-38 RAILROAD SPIKE IN NORTH FACE OF (l,�" `' to s (909) 788-8488 DESIGNED BY DRAWN BY CHECKEDAAPPROVED BY TITLE SHEET ROAD NO. a GUY POLE AT THE SOUTHEAST CORNER OF INTERSECTION OF CATAWBA AND SLOVER. m CMM M,; PREPARES UNDER THE SUFERVISION OF M� >�. -� \ SANTA ANA AVENUE �N* * 0 SUBMITTED BY C.D.E. ASST. DIRECTOR OF TRANS. DATE FILE NO. 0 ELEVATION: 1960.73 ��A9� �4�~/�/ 7J G4 0 o - RECOMMENDED / APPROVED BY MULBERRY AVENUE 0 •-. op Ciy`.0 ALLEN W. MARTIN DATE /DCUP/W137-109/DPN 236-151 -65 & 66 SHEET ,I of 3 R.C.E. NO. 38463 EXP. 3-31-01 MARK REVISIONS APPR. DATE _ LAN DEVELOPMENT ENGR. ATE DIRECTOR OF TRANSPORTATION. DATE 5347-1