The URL can be used to link to this page

Home My WebLink About5188-1STORM STREET IMPROVEMENT GENERAL NOTES I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 2. BENCH MARK DATA: ELEVATION = 1286.018' (NGVD '29) 3. STREET MARKERS PER SAN BERNARDINO COUNTY STANDARD NO. 303, 304A AND 3036 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 4. STREET MARKERS SHALL BE CONSTRUCTED AT EACH INTERSECTION IN ACCORDANCE WITH APPLICABLE SAN BERNARDINO COUNTY STANDARDS. ALL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH COUNTY AND STATE SPECIFICATIONS. 5. A PERMIT WILL BE REQUIRED FROM THE COUNTY OF SAN BERNARDINO DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE COUNTY OF SAN BERNARDINO EASEMENT OR RIGHTS-OF-WAY. 6. LEAVE 8" X 8" BLOCKOUTS IN SIDEWALKS FOR MAILBOXES, ETC. WHEN SIDEWALK IS PLACED ADJACENT TO CURB. 7. 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 USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 8. AT COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTIONS SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS, TRANSPORTATION OPERATIONS DIVISION, PERMIT SECTION, FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT SECTION. THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING THE LOCATION OF THE 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. 9. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, ALL SUBGRADES 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 DEPARTMENT OF PUBLIC WORKS, TRANSPORTATION OPERATIONS DIVISION, PERMIT SECTION FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 10. AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT, TRANSPORTATION OPERATIONS DIVISION, PERMIT SECTION, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERITY: A. R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES B. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING II. THE WATER MAINS AND THE GAS MAINS SHALL BE PLACED UNDERGROUND PRIOR TO PAVING CONSTRUCTION. THE SERVICE LATERALS FOR THE WATER SYSTEM SHALL BE INSTALLED AT A LATER DATE. WHERE IT IS NECESSARY TO CROSS PAVEMENT, SERVICE LATERALS SHALL BE BORED IN TO PLACE. 12. FILL AND GRADE TO DRAIN ALL LOW AREAS ABUTTING TRACT ROADS TO A MINIMUM OF 1% GRADES. 13. ALL LATERAL CUTS INTO 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%. 14. 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. 15. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 16. DEPARTMENT OF PUBLIC WORKS APPROVAL DOES NOT INCLUDE WATER SEWER SYSTEM OR ESTIMATE OF QUANTITIES. 17. A PERMIT SHALL BE OBTAINED FROM THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY CONSTRUCTION ON THIS PROJECT, THAT FALLS WITHIN SAN BERNARDINO COUNTY, ROAD RIGHT-OF-WAY. 18. EXPANSIVE SOILS: IN EXPANSIVE SOIL AREAS, THE SUBGRADE UNDER CURBS, GUTTERS, SIDEWALK AND DRIVEWAY APPROACHES SHALL BE SCARIFIED TO THE DEPTH OF AT LEAST EIGHT (8) INCHES AND MOISTURE SHALL BE APPLIED TO MAINTAIN FREE WATER ON THE SURFACE FOR AT LEAST 24 HOURS PRIOR TO PLACING CONCRETE AND THE SUBGRADE SHALL THEN BE PREPARED WITHOUT COMPACTION EFFORT. 19. CURB & GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONSTRUCTED THAT A MINIMUM OF PONDING OCCURS; SECTIONS HAVING GRADIENTS OF 0.5% OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO ACCEPTANCE. SECTIONS WHICH HAVE WATER 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 PONDING TO THE MAXIMUM SPECIFIED. 20. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. [DRAIN IMPROVEMENT SULTANA AVENUE APN: 0232-051-11,12,26,27& 36 PUBLIC STORM DRANV CONS'TAUCT M NOTES 1O CONSTRUCT 6' WIDE MODIFIED PARKWAY CULVERT PER SAN BERNARDINO COUNTY STD. PLAN NO. 210A, WITH MODIFIED INLET FOR FOR 2-18" RCP. O CONSTRUCT (2) 18" R.C.P. D-2000. O CONSTRUCT TRANSITION STRUCTURE R.C.B. TO PIPE PER S.P.P.W.C. STD. PLAN NO. 342-2. O CONSTRUCT 24" R.C.P. D-2000. O CONSTRUCT MONOLITHIC CONNECTION PER S.P.P.W.C. STD. PLAN NO. 308-2. O CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. PLAN NO. 3004, "W" PER PLAN. 7O CONSTRUCT MODIFIED TRANSITION STRUCTURE PIPE TO PIPE (DOUBLE BARREL TO SINGLE BARREL) PER CITY OF FONTANA STD. PLAN NO 3026. O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. 3003, CASE W. O CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. 3003, CASE "C". 10 FIELD VERIFY EXISTING UTILITY LINES RELOCATE IF REQUIRED, TYPE AND SIZE OF UTILITY LINES PER PLAN 11 CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE PER CITY OF FONTANA STD. PLAN NO 3010. 12 CONSTRUCT 36" MANHOLE PER S.P.P.W.C. STD. PLAN NO. 323-2. PLAN BASELINE AVE W� T t A w a MERRILL AVE x J w RANDALL AVE P m ,N BERNARDINO AVE VICINITY MAP N.T.S. -U)- D 21. ALL 0.40% OR LESS CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS AND FORMS CERTIFIED BY THE ENGINEER BEFORE INDEX MAP POURING CONCRETE. �� 22. EXISTING COUNTY ROADS THAT WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. SCALE:1 "=100' 23. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF 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. 24. 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 LEGEND 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. IQ -PROPERTY LINE R= -RATE OF GRADE R/W -RIGHT OF WAY B.C.R. -BEGINNING OF CURVE q CENTERLINE E.C.R. -END OF CURVE ARCH. -ARCHITECTURAL L.P. -LOW POINT T.C. -TOP OF CURB S.W. -STEM WALL F.L. -FLOW LINE T.O.P. -TOP OF PIPE F.S. FINISH SURFACE B.O.P. BOTTOM OF PIPE T.S. -TOP OF CONCRETE SLAB R -RATE OF GRADE PWATE ENGINEER'S NOTE TO CONTRACTOR H.P. -HIGH POINT T.F. -TOP OF FOOTING F.F. -FINISH FLOOR T.W. -TOP OF WALL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, R.D. -ROOF DRAIN C.M.B. -CRUSHED MISC. BASE OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE R.C.P. -REINFORCED CONCRETE PIPE S.F. SQUARE FEET AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING INV. -INVERT (0.00) -EXISTING ELEVATION UTILITIES EXCEPT TO TAKE DUEPRECAUTIONARY ON THESE MEASURESLANS. THE TO PROTECTOTHEACTOR IS UTILITIES SHOUWNEON S = -SLOPE B.O.W. BOTTOM OF WALL SHEET INDEX THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND F.G. -FINISH GRADE T.G. -TOP OF GRATE RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON S.D. -STORM DRAIN N.G. NATURAL GRADE SHEET I: TITLE SHEET THESE DRAWINGS. T.R. -TOP OF RAIL TOP -TOP OF SLOPE SHEET 2: STORM DRAIN PLAN AND PROFILE ST.LT. -STREET LIGHT TOE -TOE OF SLOPE SHEET 3: DETAILS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY G.B. -GRADE BREAK E.P. -EDGE OF PAVEMENT FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, H -HEIGHT OF RETAINING A.C. -ASPHALT CONCRETE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL C.F. -CURB FACE C.L.F. -CHAIN LINK FENCE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT B.W. -BACK OF WALK CONC. -CONCRETE THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN L.S. -LANDSCAPING PKWY DRAIN PARKWAY DRAIN NOTE TO CONTRACTOR BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, A.B. -AGGREGATE BASE H.C. HANDICAP REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, P.V.C. -POLYVINYLCHLORIDE EXIST. EXISTING VERIFY LOCATION AND ELEVATION OF EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE C.I.P. -CAST IRON PIPE TRANS PAD TRANSFORMER PAD EXISTING STORM DRAIN PRIOR TO ENGINEER. F.H. -FIRE HYDRANT BLDG BUILDING ANY CONSTRUCTION AND NOTIFY P.P. -POWER POLE M.H. MANHOLE ENGINEER OF ANY CONFLICTS. C.B. -CATCH BASIN T.B. -TOP OF BERM '�77 CITY OF FONTANA APRROVED BY: �67. DATE: / ' Iy CITY ENGINEER R.C.E. 51152 Underground Service Alert BENCHMARK PREPARED BY: �goff /qy MARKI REVISIONS APPR DATE COUNTY OF SAN BERNARDINO ROAD NO. �F°oE yo SAN BERNARD/NO F.8. 4015 PAGE 982 n ��`��pRD S �Fyc� DEPARTMENT OF PUBLIC WORKS TITLE SHEET 7-15 (00510) O Thieves Engineering, /nc. F y Call: TOLL FREE Q RECOMMENDED BY: ELEVATION: 1286.018' CIVIL ENGINEERING •LAND SURVEYING FILE N 0. DESCRIBED AS FOLLOWS: FD. GOOD COND. ® S.R.R.R, & FOOTHILL BLVD. 14349 FIRESTONE BOULEVARD R.. E. No. 56155 * SULTANA AVENUE 1-800-227-2600 PER QUAD 341172.Q LA MIRADA, CALIFORNIA 90638 Exp, 12-31-14 Q APN: 0232-051-11 26,27&36 4 5 11 FAX(714J521-4173 12, APPROVED BY: TWO WORKING DAYS BEFORE YOU DIG REINHARD STENZEL C E. 56155 EXP. 12/31/14 D q�F OF TC ALO�� COUNTY 0 F ELEVA77ON = 1286.018 (NGVD 299)TRAFFIC DIVISION DA GIA KIM DATE SAN BERNARDINO SHEET I OF 3 HIEF, LAND DEVELOPM T DIVISION 5188-1