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HomeMy WebLinkAbout4536-2i 0 VUNITY MAP S.B. FREEWAY 10 ori= rRE)AD BOYLE W 0 SLOVER PROJECT z` - C� CV I VIII O CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB � SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SA ETY I I N W NOT TO BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, Cn t 0 0 . Cn VUNITY MAP S.B. FREEWAY 10 ori= rRE)AD BOYLE W 0 SLOVER PROJECT z` - C� CV I 0+00 1+w ! 2+00 3+00 4+00 a 4F -N 236-052-43 I I— �o, 94 I �' I 'sty► ivs' t ./r?!.�' I '' � �� � . j r- i M q I ,I �� $moi W Is MIST. R 1 16 I � �' •. axlsr. R w � , TAPS :9:- ---x --- 2:> TapaR- h. -.. q _ _---------� ------ ir 17-7 0+ y - --`-+00 '8���--F-;{00 ► ea r q 3 f00 4+00 - 4+ � 9 40 + _ 0� . . Q �\ ,Wa 1 19' I XIST.R/11' 24' I SCALE 1 40' Hor. R/W R/W 33' 30' 11' 22' 8' --�, Slope Par. ,2.6X to O.' 9X ' 2:1 or Flatter _ 1/4" :1 \ SEXIST PAVEMENT 3 1 TYPIC4l S�'CTION • N.T.S. Q?,oFESS/p� J. cl:)� 2 C-0 A � 29150 x XP. 03-31-03 CIV1� of \��� CAI - VIII CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SA ETY I OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENrT SHALL APPLY CONTINUOUSLY AND 1111millIMENNEN NOT TO BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, • t INDEMNIFY AND HOLD THE OWNER THE CML ENGINEER AND THE COUNTY HARALESS FROM ANY •i 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 THE ENGINEER. THE ANY UNDERGROUNDCONDUITS. ES SHOWN PLAN DY UTILITY nSEAARCH OF li,1041 M 'Ell I, P.-odM 111111 1�. � ism 1 INN ■terra■■uA■.. �I ily'M � A PERMIT FROM THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT 0) WILL BE REQUIRED PRIOR TO THE BEGINNING OF ANY WORK OR CONSTRUCTION WITHIN THE , .. COUNTY RIGHTS -OF -WAYS OR EASEMENTS. (0 � l_J ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES. (D WATER METERS, VALVES. HYDRANTS. ETC. SHOWN OR NOT SHOWN ON THIS PUN WITH- - - - I w•o.NO. IN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK 1 , IS TO BE DONE. SWILL BE REMOVED OR RELOCATED AT NO COST TO THE SAN BERNARDINO 4 11 ? RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED Ff T O COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. COMPACTING ORIGINAL s9,�350 GROUND AND ALL SUBGRADE SWILL 13E DONE AT NO COST TO SAN BERNARDINO COUNTY. A mill WRITTEN REPORT WITH THE COMPACTION TESTS SWILL BE SUBMITTED TO THE PAVEMENT BMITTED BY C.D.E. ENGINEERING SECTION OF THE COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT FOR THE FONTANA , _ Z06- APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIAL AN/OR SURFACING OOM14EN D O AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE PAVEMENT ENGINEERING SECTION OF THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD COAST WATER SYSTEM CONTROL DEPARTMENT LISTING ALL TESTS AND DETERMINATIONS COMPLETED TO VERIFY: aD DEVELOPMENT ENGR M R -VALUE. SIEVE ANALYSIS. AND SAND EQUIVALENT OF AGGREGATE BASES. No B ST 1 1 ABILITY. OIL CONTENT. AND SIEVE ANALYSIS OF ASPHALT SURFACING. 21 ME IN ". PANSK SOIL AREAS. THE SUBGRADE UNDER CURBS. GUTTERS. SIDEWALKS. AND No DRIVEWAYS APPROACHES SHALL BE SCARIFIED AT LEAST EIGHT [8) INCHES AND MOISTURE 0 No PRIOR TO PLACING CONCRETE AND THE SUBGRADE SHAL BE PREPARED WITHOUT O COMPACTIVE EFFORT. ALL LITERAL GUTS IN COUrITY MAINTANED YS SHALL BE TESTED TO VERIFY DENSIFICATION TO liOX RELATIVE COMF.;CTN AT VARYING DEPTHS TO WITHIN 0.5' E OF THE GRADING PLANE. THE TOP 0.5' S B DENSIFIED TO 951, ONO MENOMONEE 0 MOMMONO09OLM 0,01 No MENEMOMMEEM ssME NJ MENEM ME M M ME M. INN 0 MIMS r M NESENE MMMMMMM ME moon W� EuMor M MENEM MEIN 0 0 No 0 WIN of 0 am-NI111111111111 0 0 0 N M 0 0 No No 11111110 M 0 MEN E so so 11, M 133 MIS== re mom FRI MEN 1 mor 0 M0 Em"Ob". ww"M MEN 0 mom 0 0 M"M 0 M ME MMMMMM s 101 o 0 ME�� MMMMMMJ MIN 0 1111a IMMO MIN iii���� %MEN MEN 11111111110110-i 1MMMr MEN iii' ��i� M No ME ME M 1100 No 0 mom MMOINIEMM LM 1001IMMIN 0 IN III IMNMM mom I IN NOME 0 MO. 0 eI .MEM0,211111111 �e110M INS aNm�e:.. INN I 1 00 ii MINION 11111 mom 0 No M0 0 so INN M 0 MEN 0 soMMMEMMMM t Profile ScaleINNIMEME Vert. 1" ='4' _--mmummmim NONE ON 0 mom 0 ME on1: No NJ ONO MIN11NOMME11MM010011 W91-11 00400 M MEN No M 0+00 1+w ! 2+00 3+00 4+00 a 4F -N 236-052-43 I I— �o, 94 I �' I 'sty► ivs' t ./r?!.�' I '' � �� � . j r- i M q I ,I �� $moi W Is MIST. R 1 16 I � �' •. axlsr. R w � , TAPS :9:- ---x --- 2:> TapaR- h. -.. q _ _---------� ------ ir 17-7 0+ y - --`-+00 '8���--F-;{00 ► ea r q 3 f00 4+00 - 4+ � 9 40 + _ 0� . . Q �\ ,Wa 1 19' I XIST.R/11' 24' I SCALE 1 40' Hor. R/W R/W 33' 30' 11' 22' 8' --�, Slope Par. ,2.6X to O.' 9X ' 2:1 or Flatter _ 1/4" :1 \ SEXIST PAVEMENT 3 1 TYPIC4l S�'CTION • N.T.S. Q?,oFESS/p� J. cl:)� 2 C-0 A � 29150 x XP. 03-31-03 CIV1� of \��� CAI - O ALL LONGITUDINAL CUTS SWW. TESTED IN ACCORDANCE WITH TME SPECIr1E0 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 DRNEWAY 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 SID(1NALXS . FOR MAILBOXES. ETC..' WHEN S1DEWALIX 1SR ., •� - PI:ACED AiTJAC1" TO-9URB. CURB AND GUTTER. CROSS GUTTER AND SPANDRELS SHALL BE SO CONTRUCTED THAT A MINIMUM OF PONDING OCCURS: SECTIONS HAVING GRADIENTS OF 0.50X 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 BE SAWCUT AND REMOVED IN LENGTHS NOT LESS THAN 4' - �AND REPLACED TO PONDING TO IIJE MAXIMUM SPECIFIED. ALL 0.40X OR LESS CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS AND FORMS CERTIFIED BY ENGINEER BEFORE POURING CONCRETE. ' I t 6 Ar THE COJ[PLRTION OF ROUCH GRADAVG. A • NAMRIALS RRPORT AND THR PROPOSRD STJKTMRAL SJCTIONS SHALL BR SUBYITTRD BY rAr SAVINZER TO THR SAN BRRNARDINO COiINTY TRANSPORTATION DZPARTYZNr. FIRLD Z VGINXZJUAV DIVISION. TRANSPORTATION PlRY1TS SMFION. FOR JtrVIZW AND RVALUATION BY THS PAYRYlNT YANAGRYENT S=10N. THE SUBMITTAL S$ALL INCLUDS A PLAT SBOIF1 VC TJFX LOCATION OF SAYPLIIVG. A TABULATION OF SIEVE ANAL&SIS AND SAND SQUIVALShT TRST JWULTS. A ST'ATZ"NT OF R&VJWNDRD STRUCTURAL SATION AND TRST DATA SHRRTS T0R ALL N -VA UR T1'STS PRRPORYRD. r.WLUDING EXPANSION PR8'SSURR RRADIIVCS. APPROVAL WILL BR GIVRN W"N ALL STRUCTURAL q=PN #3 RRQUIRRYRNTS HAYS ASSN AW Q ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF ?'HE TRAFFIC MANUAL, PUBUSHED BY THE STATE OF CALIFORNW. DEPARTMENT OF TRANSPORTATION. L9 ALL STRIPING AND PAVEMENT MARKINGS SKALL BE THERMOPLASTIC (ALKYD BASE TYPE). 19 ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE 111) REFLECTIVE 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 I REMOVED BY CONTRACTOR. REMOVAL SWILL BE ACCOMPLISHED BY SANDBLASTING. GRINDING. OR AS DIRECTED BY COUNTY REPRESENTATIVE. 22 ALL CONFUCTINGS 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 1 23 ALL EXISTWGS 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. ®4 THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEViC ES PRIOR TO PROJECT ACCEPTANCE. ALL CONSTRUCTION SIGNS SHALL. BE BLACK ON ORANGE BLACKGROUND WITH HIGH INTENSITY (FHWA TYPE 111) REFLECTIVE SHEETING. 26 ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE M!,NUAL: OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. PUBLISHED BY THE STATE OF CALIFORNIA. DEPARTMENT OF TRANSPORTATION. BAiV4r& A/.11" RR SPIAB PP 140044"" 4B' SOUTH I.P. ST.I 1.>tf90. 6*1 dt .P®' JrXXT O1' "Arow Off. PIR CDUNTY IrIx" 1#4949" A'�y loz4. 490 CONS°TR1AMJr0N JV0.rT Sj. O Construct Curb and Gutter Per Cc Std 14f OConstruct l9riveway Per S_rV 1,29 (>,Z' bottom) Q Construct Sidewalk Per Cu. S'r.0 /09 ?ape C Construct A. C. Pavement Over Class z agg, per Soils -Report OSawcut and Remove A'zist Pav't to arorm Smooth Jean © Pave and .match A's'st. Pov't as Nec6ssaM feather a dfinimum q/.,?' 0 Remove Tzisting Obstructions •1i om Censtructwn Area ® Install .Varkers tot 3j per Std 304 FIELD BOOK REF. P s. A'NGIN��'RING C/. ""W AI. M*-AWO" s.>Ls6,t Jw�n i'orer � 1>rn�ours to d9l A�I/,tQ/ -o a A'Ct .to/Se lawa. MARK REVISIONS APP:; DATE PRIVATE ENGINEEER'S NOTES TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SA ETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENrT SHALL APPLY CONTINUOUSLY AND NOT TO BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, • t INDEMNIFY AND HOLD THE OWNER THE CML ENGINEER AND THE COUNTY HARALESS FROM ANY •i 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 THE ENGINEER. THE ANY UNDERGROUNDCONDUITS. ES SHOWN PLAN DY UTILITY nSEAARCH OF GENERAL NOTES — ONLY CIRCLED NOTES APPLY 1�. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. (� I � A PERMIT FROM THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT 0) WILL BE REQUIRED PRIOR TO THE BEGINNING OF ANY WORK OR CONSTRUCTION WITHIN THE , .. COUNTY RIGHTS -OF -WAYS OR EASEMENTS. (0 � l_J ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES. (D WATER METERS, VALVES. HYDRANTS. ETC. SHOWN OR NOT SHOWN ON THIS PUN WITH- - - - I w•o.NO. IN THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK 1 , IS TO BE DONE. SWILL BE REMOVED OR RELOCATED AT NO COST TO THE SAN BERNARDINO 4 COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT. R SHALL BE THE OWNER'S ? RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED Ff T O COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. COMPACTING ORIGINAL s9,�350 GROUND AND ALL SUBGRADE SWILL 13E DONE AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THE COMPACTION TESTS SWILL BE SUBMITTED TO THE PAVEMENT BMITTED BY C.D.E. ENGINEERING SECTION OF THE COUNTY TRANSPORTATION/FLOOD CONTROL DEPARTMENT FOR THE FONTANA , _ Z06- APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIAL AN/OR SURFACING OOM14EN D O AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE PAVEMENT ENGINEERING SECTION OF THE SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD COAST WATER SYSTEM CONTROL DEPARTMENT LISTING ALL TESTS AND DETERMINATIONS COMPLETED TO VERIFY: aD DEVELOPMENT ENGR A R -VALUE. SIEVE ANALYSIS. AND SAND EQUIVALENT OF AGGREGATE BASES. B ST 1 1 ABILITY. OIL CONTENT. AND SIEVE ANALYSIS OF ASPHALT SURFACING. , • 6. IN ". PANSK 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 SHAL BE PREPARED WITHOUT O COMPACTIVE EFFORT. ALL LITERAL GUTS IN COUrITY MAINTANED YS SHALL BE TESTED TO VERIFY DENSIFICATION TO liOX RELATIVE COMF.;CTN AT VARYING DEPTHS TO WITHIN 0.5' E OF THE GRADING PLANE. THE TOP 0.5' S B DENSIFIED TO 951, O ALL LONGITUDINAL CUTS SWW. TESTED IN ACCORDANCE WITH TME SPECIr1E0 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 DRNEWAY 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 SID(1NALXS . FOR MAILBOXES. ETC..' WHEN S1DEWALIX 1SR ., •� - PI:ACED AiTJAC1" TO-9URB. CURB AND GUTTER. CROSS GUTTER AND SPANDRELS SHALL BE SO CONTRUCTED THAT A MINIMUM OF PONDING OCCURS: SECTIONS HAVING GRADIENTS OF 0.50X 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 BE SAWCUT AND REMOVED IN LENGTHS NOT LESS THAN 4' - �AND REPLACED TO PONDING TO IIJE MAXIMUM SPECIFIED. ALL 0.40X OR LESS CURB GRADE LINES SHALL BE STAKED AT 25' INTERVALS AND FORMS CERTIFIED BY ENGINEER BEFORE POURING CONCRETE. ' I t 6 Ar THE COJ[PLRTION OF ROUCH GRADAVG. A • NAMRIALS RRPORT AND THR PROPOSRD STJKTMRAL SJCTIONS SHALL BR SUBYITTRD BY rAr SAVINZER TO THR SAN BRRNARDINO COiINTY TRANSPORTATION DZPARTYZNr. FIRLD Z VGINXZJUAV DIVISION. TRANSPORTATION PlRY1TS SMFION. FOR JtrVIZW AND RVALUATION BY THS PAYRYlNT YANAGRYENT S=10N. THE SUBMITTAL S$ALL INCLUDS A PLAT SBOIF1 VC TJFX LOCATION OF SAYPLIIVG. A TABULATION OF SIEVE ANAL&SIS AND SAND SQUIVALShT TRST JWULTS. A ST'ATZ"NT OF R&VJWNDRD STRUCTURAL SATION AND TRST DATA SHRRTS T0R ALL N -VA UR T1'STS PRRPORYRD. r.WLUDING EXPANSION PR8'SSURR RRADIIVCS. APPROVAL WILL BR GIVRN W"N ALL STRUCTURAL q=PN #3 RRQUIRRYRNTS HAYS ASSN AW Q ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF ?'HE TRAFFIC MANUAL, PUBUSHED BY THE STATE OF CALIFORNW. DEPARTMENT OF TRANSPORTATION. L9 ALL STRIPING AND PAVEMENT MARKINGS SKALL BE THERMOPLASTIC (ALKYD BASE TYPE). 19 ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE 111) REFLECTIVE 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 I REMOVED BY CONTRACTOR. REMOVAL SWILL BE ACCOMPLISHED BY SANDBLASTING. GRINDING. OR AS DIRECTED BY COUNTY REPRESENTATIVE. 22 ALL CONFUCTINGS 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 1 23 ALL EXISTWGS 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. ®4 THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEViC ES PRIOR TO PROJECT ACCEPTANCE. ALL CONSTRUCTION SIGNS SHALL. BE BLACK ON ORANGE BLACKGROUND WITH HIGH INTENSITY (FHWA TYPE 111) REFLECTIVE SHEETING. 26 ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE M!,NUAL: OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. PUBLISHED BY THE STATE OF CALIFORNIA. DEPARTMENT OF TRANSPORTATION. BAiV4r& A/.11" RR SPIAB PP 140044"" 4B' SOUTH I.P. ST.I 1.>tf90. 6*1 dt .P®' JrXXT O1' "Arow Off. PIR CDUNTY IrIx" 1#4949" A'�y loz4. 490 CONS°TR1AMJr0N JV0.rT Sj. O Construct Curb and Gutter Per Cc Std 14f OConstruct l9riveway Per S_rV 1,29 (>,Z' bottom) Q Construct Sidewalk Per Cu. S'r.0 /09 ?ape C Construct A. C. Pavement Over Class z agg, per Soils -Report OSawcut and Remove A'zist Pav't to arorm Smooth Jean © Pave and .match A's'st. Pov't as Nec6ssaM feather a dfinimum q/.,?' 0 Remove Tzisting Obstructions •1i om Censtructwn Area ® Install .Varkers tot 3j per Std 304 FIELD BOOK REF. P s. A'NGIN��'RING C/. ""W AI. M*-AWO" s.>Ls6,t Jw�n i'orer � 1>rn�ours to d9l A�I/,tQ/ -o a A'Ct .to/Se lawa. MARK REVISIONS APP:; DATE PRIVATE ENGINEEER'S NOTES TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SA ETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENrT SHALL APPLY CONTINUOUSLY AND 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 HARALESS 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 THE ENGINEER. THE ANY UNDERGROUNDCONDUITS. ES SHOWN PLAN DY UTILITY nSEAARCH OF TRRUCCTU ON�THIS ARE THE 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 MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THIS DRAWING. THE CONTRACTOR FURTHER ASSUMES ALL L.IABUITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS. OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. R.i SAVE AS REUW000 4/23/00 COU SAN BERNARDINO STREET IMPROVEMENT PLANS w•o.NO. TRANSPORTATION / FLOOD CONTROL DEPARTMENT ROAD NO. SIGNED oZr AiV Ff T APPS BY:: REDWOOD D AVENUE s9,�350 LIMITS BMITTED BY C.D.E. FONTANA , _ Z06- OOM14EN D ASST. DIRECTOR OF TRANSPORTATION DATE �p COAST WATER SYSTEM SHEET., 1 of 1 aD DEVELOPMENT ENGR DIRECTOR OF TRANSPORTATION DATE P Vwn. 1_453tO