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HomeMy WebLinkAbout4536-1- t., VICINITY MAP S.B. FREEWAY 10 RAIL RGAB BOYLE D O X O 4Uj U SLOVER PROJECT N.T.S 0+00 1+00 v 2+00 3+uu CONTRACTOR AGREES THAT SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB CONSTRUCTION WOrZS,' SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY N O Co Sid 115 NOT TO BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER THE CML ENGINEER AND THE COUNTY HARMLESS FROM ANY h h Construct Curb and Cutter Per AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON • .�..r.■■■ I W ONE■■MMEMME■ THE ENGINEER. . , : ME Q ti kW W "r CUT .! .4911Vq I STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH 0P AVAILABLE I � N w MEN 0 ■■■■■■■■■■■■■■■■■■■ I C4 1� I> � co T I q cc 5O Sawcut and Remove rust Pav't to Form Smooth Join. f� 4 '� � EXIST. R/rP I 6 I ^44 . I w EXIST. R _ , ■■ M■ ■ ■■■■■■■■■ QRpF �"O J• ! � tir ' FIELD BOOK REF. P S. ■■M■■E■■■■■■■■■■E■■ BERNARDINO COUNTY OF SAN BERN STREET IMPROVEMENT PLANS p+ - l 1+00 Z_B -� 2+00 8'It 4- NO.Ot3'20' 3+ppWDWOOD- /FLOOD CONTROL DEPARTMENT : MEMEMEMEMEEMMEMEMEM_ mTRANSPORTATION 'DRAWN\� ROAD NO. 29150 19' t XIST.20' 1 12' N 118.1 I 24' I .,_� k & � k k A q I I APPROVED BY: A 6'9,2350 q q MEMMMEEMM I SCALE 1 "= 40' Hor. S. s�'.>:,v�.vo cm * XP. 03-31-03 198, *Wlew"d av4 Colt n C/. *X"W PA BY TTED C.D.E.104 FONTANA LIMITS — 5 CIV1t \P No EMEMEMEME �S*1 AvAn rP� 90 REIT77AP VED BY ASST. 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FREEWAY 10 RAIL RGAB BOYLE D O X O 4Uj U SLOVER PROJECT N.T.S 0+00 1+00 v 2+00 3+uu CONTRACTOR AGREES THAT SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB CONSTRUCTION WOrZS,' SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY N O Co Sid 115 NOT TO BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER THE CML ENGINEER AND THE COUNTY HARMLESS FROM ANY h h Construct Curb and Cutter Per AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON • O Construct Privewarl Per STP A'?s (1.2' bottom) I W THE ENGINEER. I IAPN 236-052-44 Q ti kW W "r CUT .! .4911Vq I STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH 0P AVAILABLE I � N w 04 � h I C4 1� I> � co T I q cc 5O Sawcut and Remove rust Pav't to Form Smooth Join. f� 4 '� � EXIST. R/rP I 6 I ^44 . I w EXIST. R _ 2. , JS © Install .Markers (tot 3J per Std ?04 D• 6-- , QRpF �"O J• ! � tir ' FIELD BOOK REF. P S. 7Y71 BERNARDINO COUNTY OF SAN BERN STREET IMPROVEMENT PLANS p+ - l 1+00 Z_B -� 2+00 8'It 4- NO.Ot3'20' 3+ppWDWOOD- /FLOOD CONTROL DEPARTMENT w mTRANSPORTATION 'DRAWN\� ROAD NO. 29150 19' t XIST.20' 1 12' N 118.1 I 24' I I / I k k & � k k A q I I APPROVED BY: A 6'9,2350 q q I SCALE 1 "= 40' Hor. R/W 33' 11' 22' I, 6.5' � O ._p,0) 2:1 or Flatter I _ 1/4! :1 I N 3 01 —' O O Vl 8' I. 12'- 13' Slope Yar. .2. e9 to 4. B% 30' EXIST PAVEMENT TYPICAL Sf'CTION N.T.S. 'FTuu GENERAL NOTES - ONLY CIRCLED NOTES APPLY OALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 2O. A PERMIT FROM THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT WILL BE REQUIRED PRIOR TO THE BEGINNING OF ANY WORK OR CONSTRUCTION WITHIN THE COUNTY RIGHTS -OF -WAYS OR EASEMENTS. 3O. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS. VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THIS PLAN WITH- IN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK / IS TO BE DONE, SHALL BE REMOVED OR RELOCATED AT NO COST TO THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED 4O. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUBGRADE SHALL BE DONE AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THE COMPACTION TESTS SHALL BE SUBMITTED TO THE PAVEMENT ENGINEERING SECTION OF THE COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT FOR THE APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIAL AN/OR SURFACING O5 AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE PAVEMENT ENGINEERING SECTION OF THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT LISTING ALL TESTS AND DETERMINATIONS COMPLETED TO VERIFY: [A] R -VALUE, SIEVE ANALYSIS, AND SAND EQUIVALENT OF AGGREGATE BASES. B STABILITY. OIL CONTENT, AND SIEVE ANALYSIS OF ASPHALT SURFACING. 6. IN EXPANSIVE SOIL AREAS, THE SUBGRADE UNDER CURBS, GUTTERS. SIDEWALKS, AND DRIVEWAYS APPROACHES SHALL BE SCARIFIED 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 BE PREPARED WITHOUT COMPACTIVE EFFORT. t�7 ALL LATERAL CUTS IN COUNTY MAINTAINED RO WAYS ALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION RC] AT VH DEPTHS TO WITHIN 0.5' OF THE GRADING PLANE. THE TOP 0.5' SHALL BE DENSIFIED TO 95%. O8 ALL LONGITUDINAL CUTS SHALL BE TESTED IN ACCORDANCE WITH THE SPECIFIED LIMITS OF FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. 9. AN ENCROACHMENT PERMIT MUST FIRST BE OBTAINED FROM THE COUNTY TRANSPORTATION/ FLOOD CONTROL DEPARTMENT PRIOR TO MAKING APPLICATION AND ISSUANCE OF A GRADING PERMIT OR BUILDING PERMIT. 10. WHENEVER A STREET WITH A PREDOMINANT GRADE EQUAL TO 3% OR GREATER IS CLASSIFIED BY THE COUNTY AS A WATER CARRIER. DEFLECTION CURBS OF A TYPE SATISFACTORY TO COUNTY REQUIREMENTS SHALL BE INSTALLED ON THE DOWNSTREAM SIDE OF THE DRIVEWAY APPROACHES. 11 IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT, OR DIKE, OR CURB, AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE THIS PORTION OF WORK UNTIL COMPLETION. 12. IF ASPHALT CONCRETE IS TO BE REPLACED DIRECTLY ON SUBGRADE OF THE 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. 13. LEAVE 8" X 8" BLOCKOUTS IN SIDEWALKS FOR MAILBOXES, ETC., WHEN SIDEWALK IS PLACED ADJACENT TO CURB. 0 CURB AND GUTTER, CROSS GUTTER AND SPANDRELS SHALL BE SO CONTRUCTED THAT A MINIMUM OF PONDING OCCURS: SECTIONS HAVING GRADIENTS OF 0.50% OR FLATTER SHALL BE WATER TESTED IN THE PRESENCE OF THE INSPECTOR IMMEDIATELY PRIOR TO PROJECT ACCEPTANCE. SECTIONS WHICH HAVE WATER PONDING MORE THAN 6" WIDE OR MORE THAN 4' LONG SHALL BE SAWCUT AND REMOVED IN LENGTHS NOT LESS THAN 4' AND REPLACED TO REDUCE PONDING TO THE MAXIMUM SPECIFIED. 15 ALL . 0.40% OR LESS CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS AND FORMS CERTIFIED BY ENGINEER BEFORE POURING CONCRETE. 1 g AT THE COMPLETION OF ROUGH GRADING. A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTIONS SHALL BR 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 PLAT 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. QALL 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. 3 ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE). OALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE III) REFLECTIVE 19 SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IIIA) REFLECTIVE SHEETING. 20 SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 303(a) and 303(b). 21 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. 22 ALL CONFLICTINGS 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 23 ALL EXISTINGS 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. 24 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. 25 ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BLACKGROUND WITH HIGH INTENSITY (FHWA TYPE III) REFLECTIVE SHEETING. 26 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. B.NCff jW R�Tr .RR SPIrff PP 18843,ZBd 4B' S011TA I.P. ST./ 1.4+80.61 d• ...99')UST OP "P F049P AYk: PXR COUNTY FIff !l BOO" J116FV 10.24 00 R/W PRIVATE ENGINEEER'S NOTES TO CONTRACTOR CONTRACTOR AGREES THAT SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB CONSTRUCTION WOrZS,' SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND O Co Sid 115 NOT TO BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER THE CML ENGINEER AND THE COUNTY HARMLESS FROM ANY Construct Curb and Cutter Per AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON • O Construct Privewarl Per STP A'?s (1.2' bottom) THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ® Construct Sidewalk Per Co. STI> 109 T,r1pe C THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES CONDUITS, OR THE STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH 0P AVAILABLE ® Construct 4.0 Pavement Over Class .2 agg. per Soils Report RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 5O Sawcut and Remove rust Pav't to Form Smooth Join. MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THIS DRAWING. THE CONTRACTOR FURTHER ASSUMES ALL LIABUITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS. OR © Pave and �llatch Xxi:st. Pav't as IVecessaM .Feather a Minimum of 2' STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. ORemove ir'Z'istin9 Obstructions • from Construction Area ESS / p © Install .Markers (tot 3J per Std ?04 SAVE AS REDWOOD 4/23/00 QRpF �"O J• ! � tir FIELD BOOK REF. P S. BERNARDINO COUNTY OF SAN BERN STREET IMPROVEMENT PLANS W • O N O /FLOOD CONTROL DEPARTMENT w mTRANSPORTATION 'DRAWN\� ROAD NO. 29150 �, �NGINdr'1iRING DESIGNED BY APPROVED BY: REDWOOD AVENUE 6'9,2350 S. s�'.>:,v�.vo cm * XP. 03-31-03 198, *Wlew"d av4 Colt n C/. *X"W PA BY TTED C.D.E.104 FONTANA LIMITS — 5 CIV1t \P SUBMI �S*1 AvAn rP� 90 REIT77AP VED BY ASST. DIRECTOR OF TRANSPORTATION DATE 1 1 OF CALF s ,x0 �-, � - - � _A A / COAST WATER SYSTEM SHEET OF V` "'Ll . "vv . 'I "D O U 1 of � SAA'E-�TS