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Home My WebLink About4362-1GENERAL 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 WITHIN THE COUNTY'S EASEMENT OR RIGHT-OF-WAY. 3. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE OF ROAD OR DRAINAGE FACILITIES, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR THE USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURE'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAYING. 4. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 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 CONTRACTS ADMINISTRATION DIVISION OF SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 5. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: A. R -VALUE, SIEVE ANALYST AND SAND EQUIVALENT OF AGGREGATE BASES. B. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 6. 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%. 7. 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. 8. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 9. AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE COUNTY PUBLIC WORKS DEPARTMENT PRIOR TO MAKING APPLICATION AND ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. 10. PUBLIC WORKS DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEMS OR ESTIMATE OF QUANTITIES. 11. A PERMIT SHALL BE OBTAINED FROM THE COUNTY PUBLIC WORKS DEPARTMENT PRIOR TO ANY CONSTRUCTION ON THIS PROJECT. 12. 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 DEVELOPERS EXPENSE, AND AT NO COST TO THE SAN BERNADINO COUNTY PUBLIC WORKS DEPARTMENT. IT SHALL BE THE OWNERS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED. 13. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENTSHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 14. EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. 15. 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 PUBLIC WORKS DEPARTMENT, FIELD ENGINEERING DIVISION, PUBLIC WORKS PERMIT SECTION, FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL BE INCLUDE A PLAT SHOWING EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING THE LOCATION OF SAMPLING, TABULATION OF SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS. A STATEMENT OF RECOMMENDED STRUCTURAL SECTIONS AND TEST DATA SHEETS FOR ALL R -VALUE TEST PERFORMED, INCLUDING EXPANSION PRESSURE READINGS. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. 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 MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE). 3. ALL SIGNS AND ROADSIDE MARKERS SHALL 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). 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. RELOCATEABLE 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 CONFORMANCE WITH THE CURRENT EDITION OF 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 SHEETING. 10. ALL CONSTRUCTION SIGHING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR THE CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 11. ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLUORESCENT REFLECTIVE SHEETING YELLOW -GREEN. BENCHMARK: BM NO. 7-15 BRASS DISK IN CONCRETE ABUTMENT OF P.E.R.R. BRIDGE 34' NORTH OF FOOTHILL BOULEVARD AND 131' WEST OF LIME AVENUE ELEVATION: 1236.018 r- e: L: \2005\05037st\dwg\sheets\01-st-ttl.dwg TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ay 07, 2009 - 11: 31 am MONJARAZ APNE 232-081-58 STREET IMPROVEMENTS 8375 ALMERIA AVE., FONTANA, CA 92335, 1 1 if = 150' OWNER SMITS TOKAY DEVELOPMENT CO. 11251 JERSEY BLVD RANCHO CUCAMONGA CA 91730 909-987-4753 PRIVATE ENGINEERS NOTE TO CONTRACTOR GUNTRAGTUR AGREES THAT HE SHALL ASSUME 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 OWNER, THE CIVIL ENGINEER, AND THE COUNTY OF SAN BERNARDINO HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THE PLAN ARE OBTAINED BY A SEARCH OF THE AVAILABILITY RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THE PLAN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT THE UTILITIES SHOWN ON THIS DRAWING. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONSTRUCTION NOTES: (D -CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000 . . . . • . • . • • . . . • • • . • • 654 L. F. CONSTRUCT 4.5" MIN. AC OVER 12" MIN OF 95% COMPACTED NATIVE SUBGRADE • • . . . . . . . . . . . • . • . 9,210 S.F. O3 --- CONSTRUCT 2' AC FEATHER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2,267 S.F. CONSTRUCT VARIOUS AC OVERLAY (010' TO 0.29') . . . . . • . . . . . . . . . . • . . . . . . . . . . . . . . . . . 4,375 S.F. �- CONSTRUCT PARKWAY DRAIN (INLET TYPE 2) PER APWA STD. PLAN NO. 151-1. . . . . . . . . . . . . . . . . . . . 1 EA SEE DETAIL ON SHEET 4. S=96"; CHANNEL OPENING MODIFIED SUCH THAT H=8". CONSTRUCT 5' WIDE SIDEWALK PER CITY STD. NO. 1006 TO BE CONSTRUCTED WHEN • • • • . . • . . . . . . . 3,250 S.F. ON-SITE CONSTRUCTION BEGINS. (D- CONSTRUCT DRIVEWAY APPROACH PER CIN OF FONTANA STD. NO. 1001 2 EA. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN RECORD DRAWING 5/6/09 V6ST EFFECT. UI TIAAATf= WES' VICINITY MAP TYPICAL SECTION ALMERIA AVENUE STAS 16+34.74 TO STA. 19+64.42 SCALE: 1"=10' T1=6.5 ULTIMATE q CONST. EXISTING WEST R/W 34, 25, EAST R/W MINI EXISTING WEST R/W 25' 10' 15' � 12' 22 8' 14.2' I I i 51 j 2' (1.22% TO 3.5' --27o f2% VARIES 6 2 3 EX. CROWN 1 EX. W. EP TYPICAL SECTION EXISTING EAST R/W ULTIMATE EAST R/W TOKAY AVENUE STA. 16+34.61 TO STA. 19+57.75 SCALE: 1"=10' T1=6.5 "RECORD DRAWING" Al ALL "RECORD DRAWING" INFORMATION SHOWN HEREON IS BASED ON WRITTEN INFORMATION SUPPLIED BY THE CONTRACTOR. NO GUARANTEES, SPECIFIC OR IMPLIED, ARE MADE AS TOT E CURACY OF SAID INFORM TI N. CHIEF, TRAFFIC DIVISION DATE CHRISTOPHER S. TURN R.C.E 62297 DATE ROAD NO. # 113800 Associated Engine s FILE NO. # 83-84 ESS/p Prepared Under The Supervision Of CITY OF FONTANA R SEA NTS Associated Engineers STREET IMPROVEMENT PLAN DRAWN BY: ALMERIA AVENUE & TOKAY AVENUE SCALE: ce- v No. 62297 v 4 3311 EAST. SHELBY STREET *ONTARIO, CALIFORNIA 91764 MJW * Exp, 09/30/09 '� TEL.: (909) 980-1982 • FAX: (909) 941-0891 DESIGNED BY: TITILE SHEET DATE: kDk a. CST 2APNX232-081-58 04.17.2 0 07 q�F clV 1 FO Date CHECKED BY: APPR ED BY: DRAWING NO.: OF CAL\ .I CHRISTOPHER SEAN TURNAGE R.C.E. 62297 EXPIRES 09/30/09 CST �% �! "l� (r ITY ENGINEER RCE 51152 DATE: L��2 4