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Home My WebLink About4559-10 T Q GENERAL NOTES FOR IMPROVEMENT PLAN 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARD AND SPECIFICATIONS. 2. STREET MARKETS PER SAN BERNARDINO COUNTY STANDARD NO. 303, 303a, AND 303B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 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 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. 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 PUBLIC WORKS DEPARTMENT, FIELD ENGINEERING DIVISION, PUBLIC WORKS PERMITS SECTION, FOR REVIEW AND EVALUATION BY THE PAVEMENT MANAGEMENT SECTION THE SUBMITTAL SHALL INCLUDE A PLAT ANALYSIS AND SAND EQUIVALENT TEST RESULTS, A STATEMENT OF RECOMMENDED STRUCTURAL SECTION 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 5. COMPACTATION TEST 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 COMPACTATION TESTS SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT, FIELD ENGINEERING DIVISION, PUBLIC WORKS PERMIT SECTION, FOR APPROVAL PRIOR TO PLACEMENT OFA BASE MATERIALS AND/OR SURFACING. 6. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE SAN BERNARDINO COUNTY PUBLIC WORKS DEPARTMENT, FIELD ENGINEERING DIVISION, PERMIT SECTION, LISTING ALL TEST OR DETERMINATIONS COMPLETED TO VERIFY: A. R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OFAGGREGATE BASES. B. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. Z ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS AND FREQUENCYAS 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 FIRST BE OBTAINED FROM THE COUNTY PUBLIC WORKS DEPARTMENT, FIELD ENGINEERING DIVISION, PUBLIC WORKS PERMIT SECTION, PRIOR TO MAKING APPLICATION AND ISSUANCE DFA GRADING PERMIT OR BUILDING PERMIT. 10. PUBLIC WORKS DEPARTMENT APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM 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 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 SHALL BE REMOVED OR RELOCATED AT DEVELOPER'S EXPENSE, AND AT NO COST TO THE COUNTY OF SAN BERNARDINO PUBLIC WORKS DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFYALL AGENCIES CONCERNED. 13. CURB AND 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. 14. ALL 0.40% OR LESS CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS AND FORMS CERTIFIED BY THE ENGINEER BEFORE POURING CONCRETE. 15_ EXISTING COUNTY ROADS WHICH WILL REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAFFIC AT ALL TIMES WITH ADEQUATE DETOURS DURING ACTUAL CONSTRUCTION. 16. THE PRIVATE ENGINEER IS RESPONSIBLE FOR ASSURING THE ACCURACYAND 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. 17. 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. STREET &STORM DRAIN IMPROVEMENT PLAN 14 731 SANTA ANA AVENUE CO LINTY OF SAN BERNARDINO 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 BE OF HIGH INTENSITY (FHWA TYPE 11l) REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE 111) REFLECTIVE SHEETING. 4. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 303 (A) AND 303 (B). 5. ALL CONFLICTING STRIPING PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE REMOVED BY THE 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. RELOCA TABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY REPRESENTATIVE. 7. ALL EXISTING SIGNING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVED/ OBLITERATED SHALL BE REPLACED/RESTORED OF SAME KIND, IN CONFORMANCE WITH THE CURRENT EDITION OF THE 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///) REFLECTIVE SHEETING. 10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORKS ZONES, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 11. ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLUORESCENT REFLECTIVE SHEETING YELLOW -GREEN. PRIVATE ENGINEER'S NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND STRUCTURES OR CONDUITS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 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 AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITIES PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER. R -VALUES, SAND EQUIVALENTS AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE COUNTY OF SAN BERNARDINO FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE COUNTY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSL Y AND NOT LIMITED TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. LEGEND d . I 22 6" 19 �s I 4 tiG ss I I DETAIL 'A " N.T.S. SAIA-ST01 Edited April 20, 2004 3:12 PM : ) 3.24' co v rn 77.97 TOP OF i 19"x30" RCP 1 Tx30" RCP S--0.01775 A SECTION A A HORIZ. 1" = 10' VERT. 1" = 4' SANTA ANA AVENUE SHEET2 INDEX MAP SCALE 1" = 100'0" C/L I VAR. (11.90'- 14.39') 2' MIN. OVERLAY TO FORM SMOOTH JOIN (1-00%-2.931X EXIST. PVM'T. JW/F-f- PER COUNTY PROJECT H13495 TYPICAL SECTION REDWOOD AVENUE N.T.S. C/L 44' 1 VAR. 32' 12' (1.51'-3.58') 2' MIN. 1 VAR. 6.50' EXIST. CROWN LINE (7.38'- 8.19') 3 1 FEATHER TO JOIN I (1.683%-2.0440)114"I� EXIST. IMP. VAR. z - TYPICAL SECTION SANTA ANA A VENUE N.T.S. { CONSTRUCTION NOTES & QUANTITIES a1 TC TOP OF CURB 15 FL FLOW LINE HOLD HARMLESS AND INDEMNIFICATION CLAUSE EP EDGE OF PAVEMENT CONTRACTOR AGREES THAT HE/SHE ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS RM/ RIGHT OF WAY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS CONSTRUCT MIN_ 0.10' A_C_ OVERLAY PER TYPICAL SECTION,, , , , , , , , , , , , , , 8,234 S.F. AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLYAND NOT TO BELIMITED C & G CURB AND GUTTER TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND 19" x 30" R.C_P_ STORM DRAIN . . . . 200 L.F. HOLD THE OWNER, THE COUNTY OF SAN BERNARDINO, AND THE ENGINEER HARMLESS FROM ANY CF CURB FACE AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON CONSTRUCT OUTLET STRUCTURE PER SAN BERNARDINO COUNTY STD. NO. 210. 2 EA. THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, INV. INVERT OF PIPE OR THE ENGINEER. (SEE PLAN FOR S) d . I 22 6" 19 �s I 4 tiG ss I I DETAIL 'A " N.T.S. SAIA-ST01 Edited April 20, 2004 3:12 PM : ) 3.24' co v rn 77.97 TOP OF i 19"x30" RCP 1 Tx30" RCP S--0.01775 A SECTION A A HORIZ. 1" = 10' VERT. 1" = 4' SANTA ANA AVENUE SHEET2 INDEX MAP SCALE 1" = 100'0" C/L I VAR. (11.90'- 14.39') 2' MIN. OVERLAY TO FORM SMOOTH JOIN (1-00%-2.931X EXIST. PVM'T. JW/F-f- PER COUNTY PROJECT H13495 TYPICAL SECTION REDWOOD AVENUE N.T.S. C/L 44' 1 VAR. 32' 12' (1.51'-3.58') 2' MIN. 1 VAR. 6.50' EXIST. CROWN LINE (7.38'- 8.19') 3 1 FEATHER TO JOIN I (1.683%-2.0440)114"I� EXIST. IMP. VAR. z - TYPICAL SECTION SANTA ANA A VENUE N.T.S. { CONSTRUCTION NOTES & QUANTITIES a1 CONSTRUCT _" A.C. OVER _" C.A.B. (CLASS II) PER GENERAL NOTE #4.. . . . . . . . . 21,179 S.F. 15 INSTALL 4" YELLOW "SKIP" CENTERLINE PER CALTRANS TRAFFIC MANUAL CONSTRUCT 8" CURB AND GUTTER PER SAN BERNARDINO COUNTY STD. NO. 115. 1,237 L.F. FIG. 6-1, DETAIL 1 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , 1,220 L.F. Q CONSTRUCT MIN_ 0.10' A_C_ OVERLAY PER TYPICAL SECTION,, , , , , , , , , , , , , , 8,234 S.F. 16 INSTALL 12" SOLID WHITE LIMIT LINE PER CALTRANS TRAFFIC MANUAL_ . . . 25 L.F. 4 �INSTALL 19" x 30" R.C_P_ STORM DRAIN . . . . 200 L.F. 17 RELOCATE STOP SIGN AND STREET SIGN.. . . . . . . . . . . . . . . . . . . . . . . 1 EA. 1�5 CONSTRUCT OUTLET STRUCTURE PER SAN BERNARDINO COUNTY STD. NO. 210. 2 EA. 18 INSTALL W 17 WITH "STOP AHEAD" PAVEMENT MARKERS PER CALTRANS (SEE PLAN FOR S) TRAFFIC MANUAL FIG. 6-36, FOR NORTHBOUND TRAFFIC 1I REMOVE EXISTING PAVEMENT .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,745 S.F. @ STA. 15+00.00 AND STA. 15+50.00.. . . . . . . . . . . . . . 1 EA. �6 CONSTRUCT COMMERCIAL DRIVEWAY PER SAN BERNARDINO COUNTY STD. NO. 1298. 2 EA_ 19 CONSTRUCT CURB OUTLET STRUCTURE PER SAN BERNARDINO OCONSTRUCT SIDEWALK RAMP PER SAN BERNARDINO COUNTY STD. NO. 110 A. 1 EA. . , COUNTY STD. 210 MODIFIED. PER DETAIL ON SHEET 3.. . . . . . . . . . . . 201 L.F. U) CONSTRUCT 8" A.C. DIKE PER SAN BERNARDINO COUNTY STD. NO. 117_ . . . . . . 137 L.F. 20 INSTALL W 17 FOR NORTH BOUND TRAFFIC AT STA_ 15+00 GINSTALL YELLOW MARKER PER SAN BERNARDINO COUNTY STD. NO. 304. . . . . . . . . 3 EA. PER COUNTY STD. 303a 1303b . . . . . . . . . . . . . . . . . . . . . . . . 1 EA_ 10 CONSTRUCT COMMERCIAL DWY_ PER SAN BERNARDINO COUNTY STD. NO. 129.. . . . . . 2 EA- 21 INSTALL 4" WHITE EDGELINE PER CALTRANS MANUAL 11 CONSTRUCT TYPE "C" SIDEWALK PER SAN BERNARDINO COUNTY STD. NO. 109., 5,578 S.F. Q FIG. 6-6, DET. 27B.. . . . . . . . . . . . . . . . . . . . . 102 L.F. 22 CONSTRUCT MANHOLE FRAME AND COVER -PARKWAY PER 12 CONSTRUCT R.C.P. COLLAR PER S.B.C.F.C.D. FILE NO. S.P. 167.. 1 EA. ANA AV SAN BERNARDINO COUNTY STD. NO. 204.. . . . . . . . . . . . . . . . . 1 EA. 13 INSTALL W 15 SIGN PER CALTRANS TRAFFIC MANUAL.. . . . . . . . . . 1 EA_ 23 INSTALL STOP LEGEND ON NEW PAVEMENT. �S 14 INSTALL 4" SOLID YELLOW CENTERLINE .. . . . . . . . . . . . . . . . . . . . . . . . 400 L.F. PER CALTRANS STD. PLAN A24D. . . . . . . . . . . . . . 2 EA. >1 >1 > > 10 =r REMOVAL NOTE AND QUANTITY 10' CURB TRANS. 6' OUTLET TRUCTUR F CITY OCO 1I REMOVE EXISTING PAVEMENT .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,745 S.F. FONTANA SLOVER AV i i -0 0 U) Q 0 0 0 i 0 0 0 0 m Qz Z Lo Q Q SANTA U ANA AV �S S I TE PAI I f VICINITY MAP NO SCALE 5, 10. o y CHIEF, TRAFFIC DIVISION DATE O`< 1 x`9S uj;- oI=) o +To cn CURB TRANS. 19 o ' U'� in DETAIL OF OUTLET SCALE 1" = 10' 6cm N U 0 N co N t ..' - ... . .. - _ • .♦ ..-�.. � � � ♦ .y::; A +�J�,r♦ .. , lam• .• .. . V � � • N �• • � ."i ',J � � �•. �"�'F � 53-15