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Home My WebLink About4499-1A L &0 I -ES GENE- & L ff-0 x s IRAEFIC CONIR01- GENER QQ&1sN_u00A Noms- 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH -THIS PLAN AND t ALL SIGNING, STRIPPVC A I NO PA VEMENT MARKINGS SHALL BE IN cmIr_" A. C, OVER—" CA,8. (CLASSY) PER GENERAL NOTEflt, THE SA N SERIIIIIII RDINO COUN TY S TA NDA RDS A NO SPECIFICA TIONS, CONFORMANCE WITH THE CURRENTEDITION OF THE TRAFFIC CONSTRUCT U/N. 0. 1' A. C. OVERLA Y PER TYPICAL SEC770N, 2 A PERM/ T FROM THE SAN BERNARDINO COUNTY IRA NSPOR 7A TION MANU L, P U8L ISHED 8 Y THE S TA TE OF CA L IFORNIA DEPA R 7MEN T colvsmucr 8" cuR8 & GuTTsR PER SAN BERNARD/NO COUNTY Sm. n5. DEPARTMENT WILL BE REQUIRED PRIOR TO ANY ENCROACHMENT OF TRANSPOR TA 7701V. CONSTRUCT CONI DRIVE APPROACH PER SAN BERNARDINO COUNTY STD.1298 OR CONS TRUC TION WITHIN THE COUNTY RIGHTS OF WAY OR (w--45; R=14) EA SEMEN TS. 2. ALL STRIPING AND PA VEMEN T MA RKINGS SHALL BE (D CONSTRUCT 4" THICK P.C.C. SIDEWALK PER SAN BERNARDINO COUNTY 57D. 109, TYPE B. THERMOPLASTIC (ALKYD BASE TYPE). CONSTRUCT CURB OUTLET STRUCTURE PER SAN BERNARDINO COUNTY STD. 210 J. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE (2 CHANNELS - S=5) J. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SAWCUT EXISTING A.C. TO FORM SMOOTH JOIN. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIM17S OF INTENSITY (FHWA TYPE ///) REFLECTIVE SHEETING, EXCEPT STOP CONSTRUCT 9500 LUMEN STREET LIGHT PER misam STANDARDS, COORDINATE THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE SIGNS SNALL BE DIAMOND CRADE (FHWA TYPE111) REFLECTIVE W7H EDISON FOR SERVICE CONNEC770N, IMPROVEMENT WORK IS TO RE DONE SHALL BE RE -MOVED OR SHEETING. REL OCA TED A T DE VEL OPERS EXPENSE AND A T NO COST TO THE INSTALL MARKER PER SAN BERNARDINO COUNTY S7V. 304. ME 4 SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY SAN BERNARDINO COUNTY TRANSPORm r1om DEPART Nr IT SHALL BE. THE OONER�5 RESPONSIBILITY TO NOTIFY ALL AGENCIES STANDARD JOJ (A) AND JOJ (8). REMOV L NOTES CONCERNED, 5. AL L CONT /C TING STRIPING FA VFMEN T MA RKING NO T SHO ON ON Ri REMOVE EXISTING PA VEMEN T 4. AN ENCROA CHMEN T PERY1 T MUST FIRST BE OBTAINED FROM THE THE PLANS SHALL BE REMOVED BY CONTRACTOR. REMOVAL 2 'REMOVF EXIS77NG PARKING LIGHT' COUNTY. IRA tVSPOI? TA TION D EPA R 7MEN T PRIOR TO MAKING SHAL L BE A CCOMPL /SHED � B Y SANDB A S TING, GRINDING, OR AS APPLICATION AND ISSUANC REMOVE EXIS77NG C.L. FENCE E OFA GRADING OR BUILDING DIREC ED B Y COUNTY REPRIESEN TA TI Vf 3 PERMI r',. 6. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED 5 ALL 0.409' OR LESS CURB GRADES SHALL BE- STAKED AT 25 FT OR COVERED BY THE CON7RACTOR. RELOCA TABLE SIGNS SHALL INTERVALS AND FORMS CERTIFIED BY THE ENGINEER BEFORE SE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY POURING CONCRETE. COUNTY REPRIESSN TA TI VE. 6 IMMEDIA TEL Y FOL4 OWING REMOVAL L OF EXIS TING PA VEMEN T OR 7 ALL EXISTING SIGNING AND PA VEMENT MARKINGS NOT SHOWN DIKES OR CURB AN0101? CURB AND GUTTER. THE CONTRACTOR ON PLANS, IF REMO VEDIOBLIGERA TED SHALL BE ' SHALL DILIGENTL Y PURSUE THIS PORTION OF WORK UNTIL REPLACEDIRESTORED OF SAME KIND, AND IN CONFORMANCE W17 -H COMPLETION. 77 -IE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 7 CURB AND GUTTER, CROSS -GUTTERS AND SPANDRELS SHALL RE SO T CONSTRUCTED HA T A MINIMUM OF PONDING OCCURS, SEC 77ONS 8. THE CONTRACTOR SHALL NOTIFY COUNTY REPRESENTATIVE TO HA VINE GRADIENTS OF 0.509' OR FLA TTER SHALL HE WA TER TESTED SCHEDULE WITH TRAFFIC DIVISION PERSONNEL FOR A FINAL IN THE PRESENCE OF THE INSPECTOR IMMEDIA TEL Y PRIOR 70 REVIEW(WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL A CCEP TA NICE SECTIONS WHICH HA VE WA TER PONDING MORE DEVICES PRIOR TO PROJECT A CCEP TA NOE THAN 6" WIDE OR MORE THAN 4 FT LONG SHALL BE SA WOU T AND REMOVED IN LENGTHS NOT LESS THAN 4 FT AND REPLACED TO 9. ALL CONSTRUCTION SIGNS SHALL BE SLACK ON ORANGE REDUCE PONDING 70 THE MAXIMUM SPECIFIED.BACKGROUND WITH HIGH INTENSITY (FHAA TYPE REFLECTIVE 8 alsrlw couNry RROADS,my1w. WILL REQUIRE SHEETING. RECONSTRUC7701V, SHALL REMAIN OPEN FOR TRAFFIC AT ALL 10. ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH TIMES; WIN ADCO&A TE DETOURS ACTUAL THE CURRENT EDITION OFTHE MANUAL OF TRAFFIC CONTROLS CONSTRUCTION. 9. IF A SPHA L T CONCRETE IS' TO RE PLACED 01REC 77- Y ON SUGORA DE FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED 8 Y 714E STA TE OF CALIFORNIA IFORIVIA, DEPA R 7MEN T OF TRA NSPOR TA TION. OF ROAD OR DRAINAGE FA CIL I TIES, A SOIL S TERIL A N T REGISTERED 8 Y 77 -IE E. P. A. FOR USE UNDER A. C A 1VD P. C, C, SHALL BE /I. ALL SCHOOL WARNING SIGNS SHALL RE DIAMOND GRADE UNIFORML Y A PPL IED A T THE MA NUFA C R)RER'S RECOMMENDED FLUORESCENT REFLECTIVE SHEETING YELLOW - GREEN RATE FOR THE FULL PA VEMEN T WID TH PRIOR TO PA WIVG 10 COMPA077ON TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, ALL SUB -GRADES SHALL BE PERFORMED A T NO COST TO SAN BERNARDINO COUIVTY A wIrmv REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CON TRA C IS A DMINIS IRA 77ON DI VISION OF SAN BERNARDINO COUNTY TRANSPORTA TION DEPARTMENT FOR APPROVAL PRIOR TO PLACEMENT OF BASE MATERIAL ANDIOR SURFACING. 11, A T THE COMPLETION 77ON OF ROUGH GRADING, A MA TERIA L S REPORT AND THE PROPOSED STRUCTURAL SECTIONS SHALL BE SUBMITTED BY THE ENGINEER TO THE SAN BERNARDINO COUNTY TRANSPOR TA 77ON DEPARTMENT, FIELD EIVGINEERING DIVISION, rRANSPORTA 77ON PERMITS SECTION, FOR REVIEW AND E VA L UA 7701V BY THE PA VEMEA1 T MANAGEMENT SEC TION THE, SUBUI TTA L SHALL INCLUDE A PLA T SHOWING L OCA TION: OF SAMPLING, ING, , A TABULA 77ON OF SIEVE ANAL YSIS AND SAND EOUI VA L EN T'TES r SECTION AND TEST, DA 7A SHEETS FOR. ALL R- VALUE IEsr PERFORMED, RESUL IS, A STA 7EMEN T OF RECOMMENDED STRUCTURAL SEC TION AND TEST DATA SHEETS FOR ALL R= VALUE TESTS PERFORMED, 11VOLOVIA(G EXPANSION PRESSURE READINGS. APPROVAL WILL BE GIVEN WHEN ALL STRUC7URAL SECTION REQUIREMENTS HAVE BEEN YET BW BACK OF WALK 12. A T THE COMPLETION TION OF FA VING, A MA TERIA L S REPORT SHALL L EG EXISTING GRADE BE SU6M( TIED TO THE SAN SERNA ROINO COUNTY TRA NSPOP TA TION FIG FINISH GRADE FIELD ENGINEERING DIVISION, PERMIT SECTION LISTING FS FINISH SURFACE ALL TESTS OR DETERRINA 77ONS COMPLETED TO VERIFY- TC TOP OF CURB FL FLOW LINE A. R- VALUEEQUIVALENTANAL YSIS AND SAND EQUIVALENT OF - EP EDGE OF PAVEMENT A GGREGA TE BASES. FF FINISH FLOOR B. STABILITY OIL CONTENT AND SIEVE ANAL Y515 OF ASPHAL T PAD PAD GRADE SURFACING. TW TOP OF WALL IJ TYA NSPOR TA 770N DEPA R TMEN T A PPRO VA L . DOES NOT INCLUDE TF TOP OF FOOTING WATER OR SEWER S YS TEM OR ES TIMA TE Of QUANTITIES HP HIGH POINT LP LOW POINT CIF CURB FACE TG TOP OF GRATE TRW TOP OF RETAINING WALL EDF EXTRA DEPTH FOOTING INV INVERT OF PIPE TOP OF SLOPE RATE OF SLOPE yC14 TOE OF SLOPE ASPHALT PAVING EXISTING CONTOUR SIDEWALK - -S- - EXISTING SEWER ----W- - EXISTING WATER REMOVAL EXISTING FIRE HYDRANT OVERLAY ------------ PROPOSED CURB OUTLET FINISH CONTOURS DAYLIGHT LINE NAI TOH FREE 11-800-227- 2600, AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE, ALERT OF SOUTHERN CALIFORNIA LEGAL DESCRIPTION: OWNER- BENCHMARK: E5 SI�jN~ OVERNIGHT TRANSPORT 6-129 - CHISELED "0" ISLAND NOSE THE NORTH 112 OF THE EAST r t12 OF THE EAST r 9850 BANANA AVE OF SAN BERNARD/NO A VE EAST SIDE 011III HALF F Or L o r i o 15, OF SEM(- TROPIC L A NO A AID OF CHERRY A VE. WATER COMPANY, AS PER MAP RECORDED IN BOOK FONTANA, CA 92335 No. 43714 11, PAGE 12 OF MAPS, AND THE SOUTH 112 OF THE Exp, 3/31/2005 EAST 112 OF SAID LOT 1015 srgT CIVIL ELEVATION. E-LEV- 1078.526 OF C WAMM111WIVA 10, 496 S. F. 2,500 S.F. 733 L. F I EA. 2,458 S, F I EA. 3,577 SF 2 EA. I EA. 5,604 S.F. I EA. 503 L.F. 2313 E. Philodelphic Street, Ste. F I -AND Ontorio, CA 91761 FIELD BOOK REF. (909) 930-1466 DE VEL OPMEN T FAX (909) 930-1468 AOL -SIGN PLANNING CIVIL CORPORA TION SURVEYING HER 7, 4 LIC. EXP. 3Z31 Z2005 MARK REVI ROAD CLOSURE' NOM.- PRIOR TO CONTRACTOR CLOSING (FULL CLOSURE) OF ANY AFFECTED ROADS FOR THE PROPOSED CON57RU07701V A LETTER REOUES77)VO THE ROAD CLOSURE SHALL BE SUBMITTED SY THE cowmAcToR ro THIS DIVISION ALONG WTH A DEMUR MAP. THIS DIVISION WILL REVIEW ROAD CLOSURE REQUEST AND DETOUR MAP WITH INPUT FROM TRAFFIC DIVISION PRIOR TO GRANTING ROAD CLOSURE CC 40' ji, VARIES VARIES 26' 7' (14'--18) (22'-26) 35'-75' 41, 6.51 2' MIN. - - - 20*1-- 0 VtRLA Y Gi >x 2 Ou-1 EX. GRADE bi 5 7. EXIST. IMPROVEMENTS TYPICAL SECTION STA. 3+ 42.50 THRU .3-,-7578N_ TS BANANA A VENUE 40 ji, 14' 26' 26 7' J.5, 4' 6.5' 2' MIN. w 1 0 VERL A zi X EX. GRADE 1. 5 EXIST, IMPROVEMENTS TYPICAL SECTION STA. J4-75.78 THRU 64-50 N. T.S. BANANA (A A VENUE 40' 33' 14' 26' 26' 7' 3.5, 4' 65' 2' MIN. 11 f 0 VERLA Y 0- ui LA x MAX GRADE 5 7 3 EXIST. IMPROVEMENTS TYPICAL SECTION STA. 6+50 THRU 9+00 N. TS, BANANA A VENUE 40' ji 14' 26' 26' 7' 3.5* 4' 6.5' 2' MIN. 17'* OVERLAY wOfF-: 2Z. w Ln 2 8Ld x V) GRADE 7 EXIST. IMPROVEMENTS TYPICAL SECTION STA. 9+00 THRU 10+00 N. Ts. BANANA A VENVE DATE 881 VA ZE ENGINEER *S NO TE TO LOW NA 0 THE EXIS TENCE A NO L OCA TION OF ANY UNDERGROUND UTILITY PIPES AND STRUCTURES TURES OR CONDUITS SHOWN ON THESE PLANS IVS WERE OBTAINED BY A SEARCH OF THE A VAILABLE 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 IV077FY THE OWNERS OF THE UTIL177ES OR STRUCTURES CONCERNED BEFORE STARTING WORK CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, COIVDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. ACTUAL THICKNESS OF BASE MA TERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY INE SOILS ENGIIIIIIIII R- VALUES, SAND EQUIVALENTS AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE COUNTY OF SAN BERNARDINO FOR APPROVAL UPON COMPLE77ON OF ROUGH GRADING CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE 517F, THE COUNTY ENGINEER MA Y REQUIRE TEMPORARY GUNITE SAALES, ENTERING OR LEAVING IMPRO VEMEN IS. SPECIAL NOTE R? W PRI EA TE ENG NEER TO CON &A 0 CONS TRUC TION CON IRA C TOR AGREES THA T IN A CCORDA NCE WITH GENERA LL Y ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB S17F CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,• THAT THIS REQUIREMENT SHALL BE MADE TO APPL Y CONTINUI 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. SOLD !MfiKESS AN_D INDEMNIFICA U10A CLAUSE CON 7RA C TOR AGREES 7HA T HE/SHE ASSUME SOLE RESPONSIBIL I TY FOR JOB S( TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 7H/S PROJECT INCLUDING SAFETY OF CONDI RONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL A PPL Y CON 77NUOUSL Y AND NOT BE L )M( TED TO NORMAL WORKING HOURS, AND THAT THE CON7RACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, THE COUNTY OF SAN BERNARDINO, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONAIE0770N WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, OR THE ENGINEER. COUNTY OF SAN BERNARDINO DEPARMENT OF PUBLIC WORKS DESIGNED BY: PRAWN BY: I CHECKED BY: APPROVED BY. KJR I CA H I KJR 5111I miff -ail VICINITY MAP NTS 4 Scale 1 40 s rREE r INPR 0 VEMEN T API. AN ROAD NO. In A 1,528,50 ,BANANA P A /V109 A WNUE FILE NO. J*42.51 THRU 10+00 98-99 SHEET r/ rim AEw sHEE r I OF 2 AP 2J4-041-66 & JAI J71CI II QA9,�