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HomeMy WebLinkAbout4271-1r" CN z 0 LL� z 15 I - z 0 Ll - GENERAL NOTES 'm 'm 1, ALL'- WORK �,",HALL BE- DONE IN ACCORDANCE WITH THIS PLAN AND THE 311N BERNA,'T�DINO COUNTY� SP:CIFICATIONS. f- 2, IF' ASPHALT CONCRETE TO BE' PLACED ON SUil-3-GRADE OF" ROAD OR DRAINAGE MN11 EM NMI ECISTERED BY EPA, '�E UNDER AC AND PCC FAC/LITIE_5�, SOIL STERILANT R FOR U, A TE FOR ALL 5E UNIFORMLY APPLIE AT THE MANUFACTURER'S RECOMMENDED R THE FULL R4VEA4l.-__­NT WIDTH PRIOR TO PAVINGrl' 07 QLJ A I I OE- C"DAX17-rcn Tn p4ic- J, It -ht COA/u­LL"uh Or t-/-JV/jVL7, r _Y DEPARTMENT �,_')F' P-UBLIC WORRS, FIELD ENGINEERING SAN BEP�NARDINO COUNI DIVISION AND ALL T`1'_:__';T OR DETERMINATIONS COMPLETED TO VERIF�'l A. R- -VALUE,, 31EVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE B, '5'TABILITY, OIL, CONTENT AND SIEVE ANAL�515 OF ASPHALT SURFACING. 4, PER MIT SHALL Sf OBTAINED FROM THE SAN BERNARDINO COUNT),' DEPARTMENT OF PUE,'LIC WORKS F'ERART SECTION PRIOR TO ANY' CONS>TRUCTIOM 5. ALL P1PE_L11V1:.­,,_, OR SUBSTRUC"TURES OF ANY KIND, T�IEPHONE OR POWER POLE,'3., WA TZ:_R METERS, VALVES HYDRANTS.- ETC. SHOWN OR NOT SHOWN ON THESE PbANS, W17 -1-11N THE LIMITS OF R -11S DEVE*LOPMENT OR IN ADJACENT ARE -AS WHERE' IMPROVEMENT WORK TO BE DONE SHALL. BE' REMOVE -D OR RELOCATED AT THE DEVELOPER�15 E_XPl-.__;VSE AND AT NO COST TO THE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS. IT SHALL BE' THE OWNER'S RE-3PONSIBILITY To NOTIFY ALL A61"ENCI CON(',�ERNED. 6 COMPACTION TE -ST OF E4118ANKMENT CON,57-RUCTION TRENCH i3ACXF1LL,, COMPACTING OR/G"/NAL GROUND, AND ALL SUERGRADES SHALL 13E PERFORMED AT NO COST' TO SAN BERNARDINO COUNTY, A WRITTEN REPORT WITH TIVESE COMFACTION TEST SHALL. BE SUBMITTI-E-D TO THE' SAN BPERNARDINO COUNTY" DEPAR7"AIIIENT OF PUBLIC WORKS', FIELD -ENGINEERING' D/V/S/ON PERMITS SECRON FOR APPROVAL PRIOR TO PlACEMENT 01. BASE MATEI--�/ALS AND,,,,"0R SURFAC.ING. 7, ALL 1,4TERALS CUTS IN COUNT)l MAINTAINED ROADWAYS SHALL BE' TESTED TO VERIFY DENSIFIC',ATION TO 90% RE-LATIVE COMPACTION AT VAF')17NC-,' DEPTHS' TO WIDTH 0,50 FEE'il- OF' GRADING PLAN. THE TOP O�50 FEET 5HALL BE DENSIFIE0 TO 95 & ALL LONGITLIDINAL, CUTS SIVALL BE TE-S)TED IN ACCORDAN"IE WITH THE SPECIFIED LIMITS AND FREQUfE.-NCY AS OUTLINED IN SECTION 6 OF SAN BERNARDINO C(OUNTY STANDARDS AND 5PLC1F1CAT1(.)NS. 9, IMMEDIATELY FOLLOWING REA110VAL OF EXISTING FAVE"AdENT OR DXE OR CURB ANDIOR GUTTER, THE,- CONTRACTOR 3HALL DILIGENTLY PURSUE THIS PORTION ()F WORK UN77L COMPLETION. I O� AN ENCr�OACHMENT PERMIT MUST FIRST BE' OBTAINED FROM THE `3AN BERNARDINO C()UNTY DEPARTMENT OF PUBLIC WOFXS, FfELD ENGINEERING DIVISION AND PERMITS SECTION PRIOR R) MAKING APPLICATION AND ISSUANCIE OF" A GRADING PERMIT OR BUILDING PERMIT 17, SAN BEf-i'NAI-i'DINO COUNTY Dt,__�PARTYENT OF PUBLIC WORKS APPROVAL DOE_l� NOT /NCLUDE WATER OR 5EWER SYS'TEM OR F_",'_--,T1MATf. OF" QUANTITIES. 12, EXIS77NG COLIN7)?' ROAOS' WHICH REQUIRE RECONSTRUCTION SHALL REMAIN OPEN FOR TRAf-FIC AT ALL. TIMES WfTH ADEQUATE DE -TOURS DURING ACTUAL CONSTRUCTION. I J� AFTZ---R COMPLE77ON OF ROUG'H GRADING, A MATERIAL TEST REPORT AND 7 -1 -IE PROPOSE7D STROCTURAL, SE617IONS SHALL BE SUBA10TED BY THE ENC`�'�NEER 7-0 TI -IE SAN BERNARDINO COUNTY DEPARTMEN' '_ OF" PUBLIC WORKS, FIELD ENGINEERING DIO'SION, PERMITS SECTION, FOR REVIEW AND EVALUAPON BY' THE -7 f�'AVEMENT MANAGEMENT SE`CTION. THE SUBMITTAL SHALL INCLUDE A PLAT SHOWING THE LOCATION OF" SAMPLING, A TABULATION OF' T14E SlfD/E ANALYSI,'3' AND THf-.7 _'��AND E-QUIVIALENT TEST RESUL7S. A, STATEMENT OF' RECOMMENDED STRUCTURAL SECTION AND TEST DATA SHEETS FOR ALL R ­VALUE TES'T' PERFORMED, INCLUOIN6,' EXPANSION PR?.:_­SSURE REAl)1NCc3, APPROVAL SfIALL BE GIVEN WHEN ALL, STRUCi'URAL SECTION REQUIREMENTS HAVE BEEN MET 14� IF DURINC CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A S)"STEM APPROVED BY 7 -1 -IE SAN BERNARDINO COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE INSTALLE-0 TO 0EWATE-R SAID AREA AT THE 01RE.-CTION OF THE SOILS 1__'NGINEER� Immillmmmm I Pm% I V%woo' Loom, Lmm III v I lom% I I '%mop IWT I irmm, C� L�, EXISTIAIG IMPROVEMENT I FONTANA AVENUE S7A, 13­1­54�22 TO STA. �16-�-90.4'5 1. RF -VI .1 S - I - ON DESCRIPTION IMFE I ENGR,l CITY 11DA11- C,ON Q jr Sr -1 Y 0. N NO T Ej S__ - TITIE S TR (A', _JANJ J�,_ 0� CONSTRUCT DR/VEWAY PER COUNT)" STD, 128, 11l1z---J4' 2 EA- CH Q CONSTRUCT 8"" P� C� C, (-l'URB AND GUTTER PER COUNTY STL_)� 115 337 L�F. 0,3 CONSTRUCT 6' WIDE P,C.C. SIDEWALK PER C117 -Y STD. NO� 1015 2022 S -F CONSTRUCT 6..l -_l;" A,C., PAVING OVER 6" AGGREGATE R)ASE AND FEATh'ER TO EXISTING 6,,5 PER 01__,NE)�AL NOTE NO� 13 SAW -CUT, REM(_)VE ANIS) DISPOSE EXISTING A.C. PAWNG 7,550 S. F C6) RELOCATI:­ EXISTING' WATER ME'Tl:.-R I EA CI -1 C/) ('NO 7' USED ' SPOSE EXISTING TREES C8) REMOVE AND D1, 7 EA CH RELOCATE E -EXISTING POWER POLES PRIOR 7`0 STREE7 CONSTRUCTION 09Y OTHERS') 2 E�A CH (Ce') FEATHER OVERLAY, TWO FEET WDE MIN/Muk 4220 L� F. 3 EACH (DA INSTALL DELINEATOA',S�, TYPE "F" PER MUTCD 2003, CA. SUPPLEMIEN7. Q -D, CONSTRUCT DRIVEWAY PER COUNTY S7 128, W= 12" 1 E A CH (D�J INSTALL 15 GAL. PEPPER 'TREE- TO REPI-ACE Ex/,sT/NG PE-PPER TREE PER PLANNING CONDITION 9 EACH 7 P�4,, CONSTRUCT A.C. DIKE PER COUNTY STD, 117 5 /_ L. F Cl,'�) (A/07- USEO) (C6) RE -PAINT EXISTING CENTERLINE S7`R/P/N('3 PER MLITCD 200J CA SUPPLEMENT, FIG. 34-101 DETAIL 5 L S" BENCH MARK: CIT)l OF F-C)NTAIVA 9.All, NO, 5;29, C,l*Z, SQUARE ON S.W. CORNER C,8. .0 Al.f---. CORNER OF 54N BERNARDINO AVENUI� AND P 0 P Z A R ")TR Ei 7 T ELEVATION: 1123� 13 Immmm9ml TRAFFIC C.010NTROIL-GAENERAL NOTESM I. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMAN(","'E WITH THE ML/TCD 2003 AND THE CALIFORNIA SUPFILEMENT TO THE AdUTCD 2003, 2� ALL STRIPING (�"_ONG LI'NE) AND PlAVEMEENT MARKINGS SHALL BE AIETROREFLECTI�E' PAINT 3. ALL 510\1_5 S/­1ALL BE' OF HIGH (FHWA T`�PE /////V) RETROREFLECTIVE SI-1EETING EXCEPT.- A� STOP SIGNS SHALL R -F DIAMONO GRADE (FI -OVA TYPE V// IN RURAL SE T7-1NGS AND TYPE IX IN URBAN Icl,,E-MNG,5,) RETROREFLECTIVE SHEE77NG, 8,, "NO r-ARKING" SIGN,3 SHALL BE' OF SUPER E-NGINEEFYNG GRADE.- (F-HWA T),IPE RETRORE-FLECTIViE _5HEETING. C, SCHOOL SIGNS SHALL BE OF 011AMON0 GRADE (F`HWA, 7-�7--)E /X) FLOURESCENT �11LOW­GREEN (FyG) ACTOR - EiNGLYEER "S N61 TE TO CONTR 01 RETRORIEFLEC77VE SI-1EETING. D. STREET NAIVE MARKERS SHALL f_3E OF DIAMOND GRADE (17HH111 TYPE LX) RE_7_1RORE_F_L.E_C77VE,_ SHEE-FING THE EXISTENCE AND LOC�ATIO/V OF' ANY' UNDERGROUND UFILIFr" PIPES., CONDUITS OR AN� AND CONFORM To C,'OUNTY STANDAR[) 303, OTHER "3TRUCTURES SHOWN ON THE3E7 DRAWINGS WERE OBTAINED BY A SEARCH OF THE 'E E COA�5`FRUCTION SIGNS SHALL BE OF DIAMOND GF�ADE (F-HWA TYPE IX) FLOUR�.­SCENT ORAN(,7 AVAILABLE RECORDS. TO THE" BEST OF OUR KNOWLEDGE THERE ARE NO OTHE-R UTILITIES RETRORI-E-FLECTIVE SHEETING. OR STRUCTURE'5 EXC'EPT AS SHOMIN ON THESE D1`?Al1V1NG,'-,�). THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY" MEASURES TO PR(,)TF-C'T THE LITILITY LINE -13 SHOWN ON THE 4� ALL 0ELINE-ATORS, CHANNELIZERS, AND OBJECT MARKERS SHALL BE OF FHWIA T`KPE V11 DRAWINGS, irHE CONTRAC'TOR FURTHE-F? A5S,4.J&4E`S ALL LIABILITY AND RESPf)NSIBILITY FOR RETRIOREFLECTIVE SHEETING� UTILITY PIPES, CONDUITS OR ST-RLICTURES SHOWN OR NOT SHOWIV ON TkYESE DRmINGS. 5 5 S167"NS BE" MOUNTED ON METAL POSTS SIMILAR TO C,OUNTY 'STANDARDS 303(1�) AND 50,3(13)� 6, _`�HIQL ALL. CONFLICTING STRIPING AND PAVEM1­.­NT MARKINGS NOT SHOWN ON TIVE PLANS, SHALL RE" REMOVED CONTRAC"TOR AGRE"E_�5N ThAT HE S'HALL ASSUME SOLf:_ AND COMPLETE RESPONSIBIL17-Y FOR JOB SiTE CONDITI(9NS OURIN(3 7-1-1E COURSE- Of, C'ON5FRU("T1O/`V Of, - THIS PROJE-CT, BY' THE CONTRACTOR, iREMOVAL SHALL BE ACCOMPLISHE-D BY 5ANDBLASTIN(�, GRINDING, OR 4S DIRECI TED INCLUDING SAFETY OFALL FERSONS AND PROPERTY, AND ThAT THISS' RFOL11REMENT SHALL BY COUNTY RE`PRZ-__'l'3ENTAT1VE'l - APPLY ("'ONTINUOUSLY AND NOT BE' LIMITED TO, NORMAL WORKING HOURS, AND THAT THE 7'. ALL. C(,)NF'LJC77NG SIGN,3 SHALL BE' REMOVED, RELOCATED, OR COVE'RET) BY THE CONTRACTOR. SPECIFIED ON THE PLANS OR AS DIRECTED BY` COUNTY CONTRA("'TOR ShALL OEFENI.), INDEMNIFY AND HOLD THE- (_"`OUNT\K. THE' OWNER AND THE RELOCATABLE SIGNS SI-IALL BE 1NS*,FALL,E_D IS "S'E' -R ARMESS F"ROM ANY AND ALL L.IABILIT)� REAL OR ALL CONNECT101v ENGINEE_� H,' I- R fE'"P R E NZA T1 VEE WORK ON THIS PROJI 7, EXCE ING' FOR LIA6107YARISING WITH THE PERFORMANCE OF '-C _PT 8'. ALL, UNF'ROTECTED LOCATIONS RESULTING IN ISOLATED ABRUPT DEPRESSIONS OR ELEVATED OBJECTS - - cb,RBS) . FROM T' -1E' SOLE NEG"71LIGENCE OF' THE OWNET��' OR -THE E-NO/NEER, 6n�, CA TCH BASIN,`-), Hf:,ADWALLS, POWER POLES,, END 7"REATIVENT OF' A3PHAL7 DIKES ANO CONCRETE - SHALL BE' PROTECTEn BY DELINEATORS OR BARRIERS PER THE CALIFORNIA SUPPLEMENT TO THE' MUTCD 2003. 9, ALL EXISTING 31GN/NG, STRIPING AND PAVEMENT MARKING CROSS STREET IS -TOP., STOP LIMIT' LINE, AND CROSSWALK PAVEMENT MARKIN6',S .0 SHALL BE* REPLACED/RESTORED ) NOT SHOWN ON THE PLANS, IF REMOVEDIOBL17EAM-TE" , OF' SAME KIND, AND IN CONFORMANCE WITH THE CURRE-­NT EDITION OF THE'MUTCD 2003 AND THE" CALIFORNIA SUPPLEMENT TO THE MUTCD 200,5� 10. THE' CONTRACTOR SHALL NOTIFY COUNTY REPRESEN'TATIVE TO SCHEDUL.E" A FINAL REVIEW (WALK THROUGH) WITH TRAFFIC DIVISION PERSONNEL FOR APPROVAL OF TRAFFIC CONTROL DEVICES PRIOR TO PROJECT ACCEPTANCE-. 1. RF -VI .1 S - I - ON DESCRIPTION IMFE I ENGR,l CITY 11DA11- C,ON Q jr Sr -1 Y 0. N NO T Ej S__ - TITIE S TR (A', _JANJ J�,_ 0� CONSTRUCT DR/VEWAY PER COUNT)" STD, 128, 11l1z---J4' 2 EA- CH Q CONSTRUCT 8"" P� C� C, (-l'URB AND GUTTER PER COUNTY STL_)� 115 337 L�F. 0,3 CONSTRUCT 6' WIDE P,C.C. SIDEWALK PER C117 -Y STD. NO� 1015 2022 S -F CONSTRUCT 6..l -_l;" A,C., PAVING OVER 6" AGGREGATE R)ASE AND FEATh'ER TO EXISTING 6,,5 PER 01__,NE)�AL NOTE NO� 13 SAW -CUT, REM(_)VE ANIS) DISPOSE EXISTING A.C. PAWNG 7,550 S. F C6) RELOCATI:­ EXISTING' WATER ME'Tl:.-R I EA CI -1 C/) ('NO 7' USED ' SPOSE EXISTING TREES C8) REMOVE AND D1, 7 EA CH RELOCATE E -EXISTING POWER POLES PRIOR 7`0 STREE7 CONSTRUCTION 09Y OTHERS') 2 E�A CH (Ce') FEATHER OVERLAY, TWO FEET WDE MIN/Muk 4220 L� F. 3 EACH (DA INSTALL DELINEATOA',S�, TYPE "F" PER MUTCD 2003, CA. SUPPLEMIEN7. Q -D, CONSTRUCT DRIVEWAY PER COUNTY S7 128, W= 12" 1 E A CH (D�J INSTALL 15 GAL. PEPPER 'TREE- TO REPI-ACE Ex/,sT/NG PE-PPER TREE PER PLANNING CONDITION 9 EACH 7 P�4,, CONSTRUCT A.C. DIKE PER COUNTY STD, 117 5 /_ L. F Cl,'�) (A/07- USEO) (C6) RE -PAINT EXISTING CENTERLINE S7`R/P/N('3 PER MLITCD 200J CA SUPPLEMENT, FIG. 34-101 DETAIL 5 L S" BENCH MARK: CIT)l OF F-C)NTAIVA 9.All, NO, 5;29, C,l*Z, SQUARE ON S.W. CORNER C,8. .0 Al.f---. CORNER OF 54N BERNARDINO AVENUI� AND P 0 P Z A R ")TR Ei 7 T ELEVATION: 1123� 13 Immmm9ml