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Home My WebLink About4411-1+., �xx� �"i..:: nft f. ��.... i..,. . r.14'rt.... � l:, ,, i, .... ., h^.. ,. , ! z"i,k, ti„ ,t'li'.4.. A 14r,:f (rt.... R ,A � t'k Uiit., £ t r � ,hdA 1,.. 1t i �� ,i, :f.: � t s l' � { ,A i., ,. t : Ii7 kt?t,..•. +.1 t <Y,, :u:, .4„ Ul, 'sr rl. ,yti> ,.ik ';•1�'! ; t,, 1{tt„ �.., \�,� 'r, , :y. :�r. tikl� ,kth ,\, .t ,I. } a\J �. i , N7 . ,Gt fb!!,+�.,,tt �.. �R.,.., k;�, . .... , , �,r,..,..., /.,.. , � "^5„q.,..r, ;,E„ �..., , „ .i�.. t ,.. , , �, ,. ,.,. , ., :U:• .f..,. �,,: y\ �3�„ \r 1'ix,. .Ht. n, t"tk.,, t± , t , ,.,! ..s1 4;,:. •�,, J �. u,. ki,. ,�e ,Phi �.: �, ,;,. +n.,: ,:4 II. ,�:.. \x• �, f:,':v '�•4f', � � •r r � � � iwi • � r i i • C "` 'i • • 'i' 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO CONTRACTS ENGINEER OF SAN BERNARDINO COUNTY TRANSPORTATION LINING ALL TESTS OR DETERMINATION COMPLETED TO VERIFY: A. R --VALUE, SIEVE ANALYSIS AND 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.) AT VARYING DEPTHS TO WITHIN 0.5' OF GRADING PLANE, THE TOP 0,5' SHALL BE DENSIFIED TO 95%. S, 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, DIKE, CURB, AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 10. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE OF QUANTITIES 1 1 , A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. 12. ALL PIPE LINES 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 AND REQUIRED TO BE REMOVED OR RELOCATED, SHALL BE REMOVED OR RELOCATED AT DEVELOPER'S EXPENSE, AND AT NO COST TO THE SAN BERNARI)IN,C COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. 13. EXISTING COUNTY ROADS WHICH REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. 14. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE PLAN FOR APPROVAL BY THE COUNTY OF SAN BERNARDINO. 15. SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF AN INTERSECTION IT MUST BE MAINTAINED IN PLACE NEXT TO THE EXISTING PAVEMENT UNTIL SUCH TIME AS THE WIDENED ROADWAY IS OPEN FOR TRAFFIC. AT THAT TIME IT WILL BE RELOCATED THREE (3) FEET BEHIND THE NEW CURB IN THE VICINITY OF THE BEGINNING OF THE CURB RETURN OR AS OTHERWISE DIRECTED BY THE ENGINEER. 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER PRIOR TO ANY STREET REMOVAL OPERATIONS BY THE CONTRACTOR SO THAT THE ENGINEER MAY TIE OUT EXISTING MONUMENTS. CITY Or r OIN rAINA SA 1\1 ERINARDIN0 CO NTY 1--� FOOTHILL BOULEVARD D n ARROW <�cL'jl ROUTE r CONSTRUCTION NOTES TITI E S 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO (:D CONSTRUCT ;697 AC OVER 6" CLASS II A,B. (SEE GENERAL NOTE 4) 936 SF COUNTY STANDARDS AND SPECIFICATIONS. C°1 Q O CONSTRUCT S" CONCRETE CURB AND GUTTER 70 LF 2. A PERMIT WILL BE REQUIRED FROM THE COUNTY OF SAN BERNARDINO PRIOR TO ANY PER COUNTY OF SAN BERNARDINO STD. DRWG. 115 ENCROACHMENT OR CONSTRUCTION WITHIN THE COUNTY OF SAN BERNARDINO CONSTRUCT TYPE "B" 4' SIDEWALK PER 70 LF EASEMENTS OR RIGHT—OF—WAYS. COUNTY OF SAN BERNARDINO STD. DRWG. 109 AVENUE 3. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD OR (D CONSTRUCT COMMERCIAL DRIVEWAY PER 1 EA DRAINAGE FACILITIES, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE z COUNTY OF SAN BERNARDINO STD. DRWG. 129 <L UNDE A,C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RANDALL RECO RINE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. ww J INSTALL 2" X 4" REDWOOD HEADER 36 LF 4• AT TH ICQ PLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE INSTALL FIRE HYDRANT ASSEMBLY PER COUNTY 1 EA PROPO Ep 7RUCTURAL SECTIONS SHALL BE SUBMITTED BY THE ENGINEER OF SAN BERNARDINO STD. DRWG. 310 THF , AN ERNARDINO COUNTY TRANSPORTATION DEPARTMENT, FIELD cn C4(�1ER�N( !DIVISION, TRANSPORTATION PERMITS SECTION, FOR REVIEW AND O REMOVE EXISTING CHAINLINK FENCE, POSTS AND GATES AND 70 LF Vv f BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL REPLACE WITH NEW CHAINLINK FENCE AND GATE 5 AVENUE APLAT SHOWING THE LOCATION OF SAMPLING, A TABULATION OF INSTALL YELLOW MARKER PER COUNTY OF SAN BERNARDINO 1 EA ez AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF CITY OF � ,NALYSIS R,MENDED STRUCTURAL SECTIO AND TEST DATA SHEETS FOR ALL ea Fa STD. DRWG. 304 R—VAUE TESTS PERFORMED, INCLUDING EXPANSION PRESSURE READINGS, VALLEY ��TY` APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS —T—FREEWAY BLVD. SAN BERNARb HAVE BEEN MET. � � •r r � � � iwi • � r i i • C "` 'i • • 'i' 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO CONTRACTS ENGINEER OF SAN BERNARDINO COUNTY TRANSPORTATION LINING ALL TESTS OR DETERMINATION COMPLETED TO VERIFY: A. R --VALUE, SIEVE ANALYSIS AND 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.) AT VARYING DEPTHS TO WITHIN 0.5' OF GRADING PLANE, THE TOP 0,5' SHALL BE DENSIFIED TO 95%. S, 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, DIKE, CURB, AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 10. TRANSPORTATION DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM OR ESTIMATE OF QUANTITIES 1 1 , A PERMIT SHALL BE OBTAINED FROM THE COUNTY TRANSPORTATION DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. 12. ALL PIPE LINES 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 AND REQUIRED TO BE REMOVED OR RELOCATED, SHALL BE REMOVED OR RELOCATED AT DEVELOPER'S EXPENSE, AND AT NO COST TO THE SAN BERNARI)IN,C COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE DEVELOPER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. 13. EXISTING COUNTY ROADS WHICH REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. 14. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE PLAN FOR APPROVAL BY THE COUNTY OF SAN BERNARDINO. 15. SHOULD ANY EXISTING STOP SIGN BE LOCATED ON A DEVELOPED CORNER OF AN INTERSECTION IT MUST BE MAINTAINED IN PLACE NEXT TO THE EXISTING PAVEMENT UNTIL SUCH TIME AS THE WIDENED ROADWAY IS OPEN FOR TRAFFIC. AT THAT TIME IT WILL BE RELOCATED THREE (3) FEET BEHIND THE NEW CURB IN THE VICINITY OF THE BEGINNING OF THE CURB RETURN OR AS OTHERWISE DIRECTED BY THE ENGINEER. 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER PRIOR TO ANY STREET REMOVAL OPERATIONS BY THE CONTRACTOR SO THAT THE ENGINEER MAY TIE OUT EXISTING MONUMENTS. CITY Or r OIN rAINA SA 1\1 ERINARDIN0 CO NTY 1--� FOOTHILL BOULEVARD D n ARROW <�cL'jl ROUTE ��k®FESSi� AE C-DDONALD W, BIERMAN No. 26491 ExP. 03 31-00 F CA VICINITY I.T.S. 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 MARKINGS 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 SIMILIAR TO COUNTY STANDARD 303(A) AND 303(B). 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 THE 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. S. 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 SHEETING. 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. ON 4 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE COUNTY, OWNER OR THE ENGINEER. K:\961 13\961 13SR1 .DWG, N0. DATE: AUGUST 4, 1997 r y C°1 Q i� MERRILL < rn AVENUE cfiO z <L RANDALL Lu ww J bi m w D- AVENUE cn SAN BERNARDINO 5 AVENUE ez CITY OF � ea Fa VALLEY ��TY` —T—FREEWAY BLVD. SAN BERNARb NO 10 OF° ONTARIO 10 CITY OF ....... FONTANA a . a... .. .. PROJECT < ;~ 0 MITA NALOCATION 15 < w ��k®FESSi� AE C-DDONALD W, BIERMAN No. 26491 ExP. 03 31-00 F CA VICINITY I.T.S. 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 MARKINGS 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 SIMILIAR TO COUNTY STANDARD 303(A) AND 303(B). 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 THE 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. S. 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 SHEETING. 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. ON 4 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE COUNTY, OWNER OR THE ENGINEER. K:\961 13\961 13SR1 .DWG, N0. DATE: AUGUST 4, 1997