The URL can be used to link to this page

Home My WebLink About5301-1F� GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 2. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITH THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHT-OF-WAYS. 3. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OR ROAD OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER E.P. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 4, COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, COMPACTING ORIGINAL GROUND 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 PUBLIC WORKS DEPARTMENT, FIELD ENGINEERING DIVISION, PUBLIC WORKS PERMIT SECTION, FOR APPROVAI PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 5. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT, FIELD ENGINEERING DIVISION, AND PERMIT SECTION, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: A. R -VALUE. SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. B. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 6. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 7. PUBLIC WORKS DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEMS OR ESTIMATE OF QUANTITIES. 8. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND (TELEPHONES OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC.) SHOWN OR NOT SHOWN ON THIS PL 4N WITHIN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AT DEVELOPERS EXPENSE AT NO COST TO THE SAN BERNARDINO PUBLIC WORKS DEPARTMENT. IT SHALL BE THE OWNERS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. 9. CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED 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 ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAT 6" WIDE OR MORE THAT 4FEET LONG SHALL BE SAWCUT AND REMOVED IN LENGTHS NOT LESS THAT 4 FEET AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. 10. EXISTING COUNTY ROAD WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. 11. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY PUBLIC WORKS FIELD ENGINEERING DIVISION, PUBLIC WORKS 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. 12. BENCH MARK DATA- U.S.C. & G.S. OR OTHER DATUM ACCEPTABLE TO THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT SHALL BE USED, THE BENCH MARK USED AS A BASIS SHALL BE IDENTIFIED. 13. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTF.UCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE PLAN FOR APPROVAL BY THE COUNTY OF SAN BERNARDINO, TRAFFIC CONTROL GENERAL NOTES 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE MUTCD 2003 AND THE CALIFORNIA SUPP-EMENT TO THE MUTCD 2003. I LOCKED I RESTRK -------------- -------------------------- 11-1 - ------ LIGHTS --------------------------------- I mMy kTME WER NZ 6SI LIGHTS PER POLE 2. ALL STRIPING(LONG LINE) AND PAVEMENT MARKINGS SHALL BE RETROREFLECTIVE. PAINT. 10 FREEWAY - _ -- SLOVER AVE. 3. ALL SIGNS SHALL BE OF HIGH INTENSITY (FHWA TYPE III/IV) RETROREFLECTIVE SHEETING a a � EXCEPT: a a o A. STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE VII IN RUAL SETTINGS AND o TYPE IX IN URBAN SETTINGS) RETROREFLECTIVE SHEETING. _j B. "NO PARKING' SIGNS SHALL BE OF SUPER ENGINEERING GRADE (FHWA TYPE II) m a v RETROREFLECTIVE SHEETING. SANTA ANA AVE. C. SCHOOL SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLOURESCENT SAN BERNARDINO COUNTY SITE YELLOW -GREEN (FYG) RETROREFLECTIVE SHEETING, FONTANA D. STREET NAME MARKERS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) DURIAN AVE. RETROREFLECTIVE SHEETING AND CONFORM TO COUNTY STANDARD 303. E. CONSTRUCTION SIGNS SHALL BE OF DIAMOND GRADE (FHWA TYPE IX) FLOURESCENT CONSTRUCTION NOTES ORANGE RETROREFLECTIVE SHEETING. NO. DESCRIPTION QUANTITIES 4. ALL DELINEATORS, CHANNELIZERS, AND OBJECT MARKERS SHALL BE OF FHWA TYPE VII RETROREFLECTIVE SHEETING. 1 CONSTRUCT 6.0' PCC SIDEWALK PER COUNTY OF SAN BERNARDINO STD. NO. 109 TYPE C' 1948 SF 2 CONSTRUCT 8" CURB AND GUTTER PER COUNTY OF SAN BERNARDINO STD. NO. 115 254 LF 5. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STD. 303(A) & 303(B). 3 REMOVE EXISTING A.C. BERM 331 LF 6. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL 4 SAW CUT 1.5' AC ALONG PROPOSED E.P. 331 LF BE REMOVED BY CONTRACTOR, REMOVAL SHALL BE ACCOMPLISHED BY SAND BLASTING, 5 CONSTRUCT CONCRETE DRIVEWAY ENTRANCE AND CURB DEPRESSION PER COUNTY OF SAN BERNARDINO STD. 129-B 603 SF GRINDING, OR AS DIRECTED BY COUNTY REPRESENTATIVE. 6 CONSTRUCT AC PAVEMENT 3" THICKNESS OVER 4" COMPACTED AGGREGATE BASE PER GENERAL NOTE NO.11 7392 SF 7. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED, OR COVERED BY THE 7 EXISTING R26(S) (CA) NO STOPPING ANY TIME TO BE PROTECTED IN PLACE 2 EA CONTRACTOR, RELOCATABLE SIGNS SHAD BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTAIVE. 8 INSTALL R26(S) (CA) NO STOPPING ANY TIME 1 EA 9 INSTALL TURN LANE -USE ARROW PER MUTCD 2003 FIGURE 3B -21 -TYPE IV (L) 1 EA 8. ALL UNPROTECTED LOCATIONS RESULTING IN ISOLATED ABRUPT DEPRESSIONS OR ELEVATED 1 EF, OBJECTS (I.E. HEADWALLS, CATCH BASINS, END TREATMENT OF ASPHALT DIKES AND CONCRETE 10 REPAINT EXISTING TURN LANE -USE PER MUTCD 2003 FIGURE 3B -21 -TYPE IV (L) CURBS) SHALL BE PROTECTED BY DELINEATORS OR BARRIERS PER THE CALIFORNIA 11 REPAINT EXISTING PAVEMENT STRIPING PER MUTCD 2003 CA SUPPLEMENT FIGURE 3A-112 DETAIL 38 1 EA SUPPLEMENT TO THE MUTCD 2003. 12 EXISTING PAVEMENT STRIPING PER MUTCD 2003 CA SUPPLEMENT FIGURE 3A-104 DETAIL 22 224 LF 9. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS (I.E. CROSS STREET STOP, 13 REPAINT EXISTING PAVEMENT STRIPING PER MUTCD 2003 CA SUPPLEMENT FIGURE 3A-108 DETAIL 32 110 LF STOP LIMIT LINE, AND CROSSWALK PAVEMENT MARKINGS) NOT SHOWN ON PLANS, IF REMOVED/ 14 APPLY PAVEMENT STRIPING PER MUTCD 2003 CA SUPPLEMENT FIGURE 3A-104 DETAIL 22 110 LF OBLITERATED, SHALL BE REPLACED/RESTORED OF SAME KIND, AND IN CONFORMANCE WITH THE 15 APPLY PAVEMENT STRIPING PER MUTCD 2003 CA SUPPLEMENT FIGURE 3A-112 DETAIL 38 601 LF CURRENT EDITION OF THE MUTCD 2003 AND THE CALIFORNIA SUPPLEMENT TO THE MUTCD 1 EA 2003. 16 MOVE POWER POLE PROTECT IN PLACE 17 REMOVE EXISTING STRIPING 126 LF 10. THE CONTRACTOR SHALL NOTIFY C'UNTY REPRESENTATIVE TO SCHEDULE A FINAL REVIEW (WALK THROUGH) WITH TRAFFIC DIVISION PERSONNEL FOR APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. BEARING GRID NORTH BENCH MARK F.B. 4015 PAGE: 824 RR SPIKE IN PP #897909E N. SIDE POLE N.E. COR. CHERRY & SANTA ANA AVE. ELEVATION=977.268 -------------- I OREMOVE EXISTING I 45. I I I L-5.6' 6.5' 18' PROPOSED 5' 2.4% T 1 nc n� vcai AY � �® ------------------- PROPOSED 8" CURB & GUTTER I n 18.0' WEST R/W CHIEF, TRAFFIC DIVISION DATE 40 0 40 80 120 Scale 1" = 40' VICINITY MAP N.T.S. THE THOMAS GUIDE S.B. CO. E- --------------------------------------- TC EP FS EX. R/W TB SECTION A -A' N.T.S. EXISTING GUY WIRE EXISTING POWER POLE DECIDUOUS TREE STREET LIGHT EXISTING FIRE HYDRANT EXISTING BLOCK WALL EXISTING CHAIN LINK FENCE CENTERLINE BOUNDARY LINE PATH OF TRUCK & TRAILER TOP/FACE CONCRETE CURB EDGE OF PAVEMENT FINISH SURFACE EXISTING RIGHT OF WAY CENTERLINE TOP/FACE ASPHALT BERM NOTE SHOULD THE CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE COUNTY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 5301-1 10 FREEWAY SLOVER AVE. a a � a a o o a _j x m a v SANTA ANA AVE. SAN BERNARDINO COUNTY SITE FONTANA DURIAN AVE. JURUPA AVE. THE THOMAS GUIDE S.B. CO. E- --------------------------------------- TC EP FS EX. R/W TB SECTION A -A' N.T.S. EXISTING GUY WIRE EXISTING POWER POLE DECIDUOUS TREE STREET LIGHT EXISTING FIRE HYDRANT EXISTING BLOCK WALL EXISTING CHAIN LINK FENCE CENTERLINE BOUNDARY LINE PATH OF TRUCK & TRAILER TOP/FACE CONCRETE CURB EDGE OF PAVEMENT FINISH SURFACE EXISTING RIGHT OF WAY CENTERLINE TOP/FACE ASPHALT BERM NOTE SHOULD THE CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE COUNTY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 5301-1