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Home My WebLink About4413-1im ACINITY MAP NOT TO SCALE 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 COUNTY OF SAN BERNARDINO PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE COUNTY OF SAN BERNARDINO EASEMENTS OR RIGHT-OF-WAYS. 1 IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD OR DRAINAGE FACILITIES, A SOILS STERILANT REGISTERED BY THE, EPA FOR USE UNDER AC and PCC SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH 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 PLAN 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, COMPACTED ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY, A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIAL AND/OR SURFACING. 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO CONTRACTS ENGINEER OF SAN BERNARDINO COUNTY TRANSPORTATION LISTING 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 (RC) AT VARYING DEPTHS TO WITHIN 0.5, OF GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED TO 95%. 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, 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. 11. 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, 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 BERNARDINO 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. QTRF=r.=T IhAPPr'1\/=hA=RIT P)l A KIQ ti Ikw W -At N"l I f �Wl I IWI N Wit 16 I I W -It I t& tylf�IiV�rM., I WI I I tL- aj i rA i L_ ka CALIFORNIA, DEPARTMENT OF TRANSPORTATION. TYPICAL VALLEY BOULEVARD SECTION RANDALL SCALB. I' -IV 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE Z AVENUE TYPE). 1 ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE 111) REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA E'ly uj w R /W SAN BERNARDINO m AVENUE 0 < 0 CL F_ uj uj 0 < VALLE Y 0- 0 BOULEVARD im ACINITY MAP NOT TO SCALE 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 COUNTY OF SAN BERNARDINO PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE COUNTY OF SAN BERNARDINO EASEMENTS OR RIGHT-OF-WAYS. 1 IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD OR DRAINAGE FACILITIES, A SOILS STERILANT REGISTERED BY THE, EPA FOR USE UNDER AC and PCC SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH 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 PLAN 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, COMPACTED ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY, A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIAL AND/OR SURFACING. 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO CONTRACTS ENGINEER OF SAN BERNARDINO COUNTY TRANSPORTATION LISTING 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 (RC) AT VARYING DEPTHS TO WITHIN 0.5, OF GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED TO 95%. 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, 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. 11. 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, 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 BERNARDINO 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. QTRF=r.=T IhAPPr'1\/=hA=RIT P)l A KIQ 30y 4. SIGNS SHALL BE' MOUNTED ON METAL - POSTS SIMILAR TO COUNTY STANDARD 303. and 303b. 12' 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS 6.5' 5.5 1 SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY THE COUNTY REPRESENTATIVE. FEATHER 2' Min TO Ex AC I BERM O E " FORM, SMOOTH 0114 OVER 6. ALL CONFLICTING SIGNS SHALL � BE EITHER REMOVED, RELOCATED OR COVERED BY J,-TBREM 2%1 -..--2% THE CONTRACTOR, RELOCATABLE SIGNS. SHALL BE INSTALLED AS SPECIFIED ON 2 THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. 3 7. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, TYPE C� IF REMOVED/OBLITERATED, SHALL BE REPLACED/RESTORED OF SAME KIND, AND IN 2 CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. WPICAL LIVE OAK AVENUE SECTION 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL SCALE: l'-10' OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. 9. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY (FHWA TYPE 111) REFLECTIVE SHEETING. curb rransition 1-1`CF 10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION '2' to E OF THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK 5j ul Q n ZONES, PUBLISHED BY THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, . Z5 Z5 C4 + Q) + + co co OUTSIDE EDGE OF CURB NOTICE TO CONTRAQ1CM 4.4DFWN TO BE ADJACENT TO BACK OF CURB V) THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, �d 8" CURS & GU77f-l? OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE CONNECT TO EXISTING AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING ------- - -- ------------------------------------------ BOX CULVERT PER DE7AIL UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON 45' ON SHEET 2 of 2 ♦zo 0.52% 1054.53 Inv 1054.58 Inv THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND rRAIVS17701V 34CK ro 8'CF UAIA(rAININO M/fl zoNOT SHOWN OF THESE DRAWINGS. am nowuw GRAor 105428 Inv 1054,53 Inv ------------------------ ---- ------------ --- C4 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY LO FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, Cq LOCKING MANHOLE DOUBLE CURB DRAIN PERINCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL + COVER (Typ of 3) SIR Co. STDARD PLAN 210A APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE AN SHARING COMMON INSIDE WALL CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER, AND 10, Ex 4' x f.5` THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN COICRETE CUZ. VERT CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. MONUMENT PRESERVATION N TE CURB DRAIN DETAIL SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORD MAPS, HIGHWAY MAPS, OR POINTS SCALE: l'-10', THAT PROVIDE SURVEY CONTROL WITHIN THE CONSTRUCTION AREA, SHALL BE LOCATED AND REFERENCED OUT BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER (AUTHORIZED BERT R, OTTE TO PRACTICE LAND SURVEYING), AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY 0. 4412 SURVEYOR PRIOR TO THE START OF CONSTRUCTION. THESE CORNER RECORDS SHALL P. 06 DESCRIBE THE MONUMENTS FOUND WITH TIE DISTANCES TO REFERENCE POINTS FOR RESETTING 0-0 OF THE SURVEY MONUMENT. WHEN CONSTRUCTION IS COMPLETED, MONUMENTS SHALL BE SET C i V1AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR SHOWING THE NEW OF C MONUMENTS. This pIon is copyrighted by Associoted Enginie rInc. - 1999 ti Ikw W -At N"l I f �Wl I IWI N Wit 16 I I W -It I t& tylf�IiV�rM., I WI I I tL- aj i rA i L_ ka CALIFORNIA, DEPARTMENT OF TRANSPORTATION. TYPICAL VALLEY BOULEVARD SECTION SCALB. I' -IV 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE). 1 ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE 111) REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA E'ly TYPE IIIA) REFLECTIVE SHEETING. R /W 30y 4. SIGNS SHALL BE' MOUNTED ON METAL - POSTS SIMILAR TO COUNTY STANDARD 303. and 303b. 12' 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS 6.5' 5.5 1 SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY THE COUNTY REPRESENTATIVE. FEATHER 2' Min TO Ex AC I BERM O E " FORM, SMOOTH 0114 OVER 6. ALL CONFLICTING SIGNS SHALL � BE EITHER REMOVED, RELOCATED OR COVERED BY J,-TBREM 2%1 -..--2% THE CONTRACTOR, RELOCATABLE SIGNS. SHALL BE INSTALLED AS SPECIFIED ON 2 THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. 3 7. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, TYPE C� IF REMOVED/OBLITERATED, SHALL BE REPLACED/RESTORED OF SAME KIND, AND IN 2 CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. WPICAL LIVE OAK AVENUE SECTION 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL SCALE: l'-10' OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE. 9. ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY (FHWA TYPE 111) REFLECTIVE SHEETING. curb rransition 1-1`CF 10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION '2' to E OF THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK 5j ul Q n ZONES, PUBLISHED BY THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, . Z5 Z5 C4 + Q) + + co co OUTSIDE EDGE OF CURB NOTICE TO CONTRAQ1CM 4.4DFWN TO BE ADJACENT TO BACK OF CURB V) THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, �d 8" CURS & GU77f-l? OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE CONNECT TO EXISTING AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING ------- - -- ------------------------------------------ BOX CULVERT PER DE7AIL UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON 45' ON SHEET 2 of 2 ♦zo 0.52% 1054.53 Inv 1054.58 Inv THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND rRAIVS17701V 34CK ro 8'CF UAIA(rAININO M/fl zoNOT SHOWN OF THESE DRAWINGS. am nowuw GRAor 105428 Inv 1054,53 Inv ------------------------ ---- ------------ --- C4 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY LO FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, Cq LOCKING MANHOLE DOUBLE CURB DRAIN PERINCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL + COVER (Typ of 3) SIR Co. STDARD PLAN 210A APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE AN SHARING COMMON INSIDE WALL CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER, AND 10, Ex 4' x f.5` THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN COICRETE CUZ. VERT CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. MONUMENT PRESERVATION N TE CURB DRAIN DETAIL SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORD MAPS, HIGHWAY MAPS, OR POINTS SCALE: l'-10', THAT PROVIDE SURVEY CONTROL WITHIN THE CONSTRUCTION AREA, SHALL BE LOCATED AND REFERENCED OUT BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER (AUTHORIZED BERT R, OTTE TO PRACTICE LAND SURVEYING), AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY 0. 4412 SURVEYOR PRIOR TO THE START OF CONSTRUCTION. THESE CORNER RECORDS SHALL P. 06 DESCRIBE THE MONUMENTS FOUND WITH TIE DISTANCES TO REFERENCE POINTS FOR RESETTING 0-0 OF THE SURVEY MONUMENT. WHEN CONSTRUCTION IS COMPLETED, MONUMENTS SHALL BE SET C i V1AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR SHOWING THE NEW OF C MONUMENTS. This pIon is copyrighted by Associoted Enginie rInc. - 1999