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PROJECT DATA <br />SPEaRICAT HO CGHT <br />Q o o REMOQTMIS <br />,."I INS "1 11 111111IF <br />_ DESIGN WERE BASSO UPON. <br />- FILE 2022 STATE OF CALIFORNIA STANDARD SPECIFICATIONS. <br />2. =DES D -_ <br />go MPHRISN CATEGORY 1, EXPOSURE B <br />P P <br />SEISMIC. R EXISTING PANELS <br />SITE CLASSY FOR <br />-ACHROL <br />LATERAL SOIL BEARING PRESSURE , p <br />THICKNESS _ <br />CONCRETE COMPRESSIVE STRENGTH 2500 PSI <br />ELEMENT (INCHES)) <br />SiRENCM (INCHES)TE COH�IENT <br />POST PIER T/4 <br />ECNC <br />SIOEWAIH C RETE MUST CONFORM ro Cltt STANDARDS 3 <br />EARTSPECIH RK MUST CATIONS. CONFORM TO THE PROVISIONS IN SECTION 1G, EARTHWORK, OF THE 2022 STATE OF CALIFORNIA STANDARD <br />STRpGMRu <br />111 'H EACA IRA BE STEEL. MULL SHALL INCLUDE NAME BE <br />GATE&II, FIRE LOF ROWNO, DAi OFESHRPNG, UL ftMnTEATENSILEPSTRENGME MEELD SIREE AND rvGTIL AMID PERCGREENT OF ELOOGRAIIIONN. MII GRTRUATES <br />BHA's <br />L MATERIALS INSTAIEEO COMPLY WTM SPECIFlED REGUREMPGRE R W1LL <br />THREADER All IT 111 11, 11 LT AND NIT <br />AMID <br />ROD <br />RS SHALL BE FLATS II AND SHALL CONFORMT TOEASM FB66ICAWASHER FID BOSHALL MATCHONUTNSIONS. <br />MERFABRICATOR SHALL PROMDE QUALITY CONTROL INSPECTONS FOR WELDING SHOP FABRICATE TO GREATEST <br />EXTENT POSSIBLE. <br />RNISH <br />PRESSED <br />T/S INC. "IK OR TRICKER, SHALL CONFORMMTOSASM A,23. <br />- - AY FACILITES AND t5 EXISTING HIG 1 FACILITES <br />IHETCONMACTORS n1TENTONOISSD REDCTEDE50 MECEXISTENCELOOFSCERTAN UNDERGROUND FAC LITES THAT MAY REQUIRE <br />SPECIALPRECAUTONS BE TAKEN BT THE CONTRACTOR TO PROTECT THE IHEALTH,RSAFETY AND WELFARE OF WORKMEN D OF <br />SUBSURFC ECINOSTALLATONS AT LLE EN5INWGR NG "E, ABUINTEI <br />A.PRONOT MORE MARL 40 AF TIAR DAYS FIR TO P ROPERAT MING AN <br />NOTIFICATIONgyATOLENIERS INCLUDE TREANOTULIMIIEpROGNTMPIPECLLLINONINGNDUIT, TDUCi,L INRE OR OTHER STRUCTURE. <br />NOTFlCATON CENTER A TELEPHONE NUMBER <br />UNDERGROUND SRVICE I-800-642-2/244 <br />- IA (USA) - - - <br />_ _ _ <br />IA (USA) <br />RERG) <br />g "UMBER NO -ON LLLEGS BACK TO BACK <br />LiN LONG LEG HORIZONTAL <br />CHOR BOL TICAL <br />ARCHA1111x ARCHIIECT(UR(ALj LW LIGHT SUN BLOCK ME ISEIGHT <br />OLi(S) <br />STRO FLUID IND M MANUFACTURER <br />NAILING MISC MISCEWNEOUS <br />BOF AD BOTTOM OF WALLING NC TRACT <br />OMINALALFO ON <br />No NUMBERC <br />CB CFNTE LINER NOM NFAR <br />LGG CODE NS <br />CON CAST IN DRILLED HOLE <br />CCONSTRUCTION <br />i PENETRATOR NTS NOT TO SCALE <br />IJPPANEL OMPLETE JJOINT <br />GO ON CENTER <br />III DIAMETER <br />CEM <br />OWSJ OPENSWEBHAND <br />STEEL JOIST <br />R <br />o oNCRETECMENCtLM.=o Rr6 �. DF PR�EPOR TED COLD. FR <br />CONC CONCRETE pT)F PRESS.Rp EARED DOUG. FIR <br />PENETRATOR <br />CONTINUOUS PAR P"G'R SQUARE FOOT <br />CENT COUNTERSINK R SOU ARE INCH <br />DELDOUBLE PT R:, OR POST TENSION <br />DFT DECMAIL NO RITCAL WELD <br />REINF CONC PIPE <br />L pNF EINFORC REINFORCING <br />0 D UCi FEO'D RE RED <br />DNG DRAWINA <br />DWG NG <br />CHER SECHEDUCH. DRAWINGS <br />(E) EXIST FORCE RESISTING SYSTEM <br />EF EAR NG SE TSSESMIC <br />GE TNG �MG SIMILASLEALR <br />ENV EDGENALING <br />sM HEC M <br />E EACH WAY SPEC(S) SPCupIFICATION(S)REW <br />EW ERA' <br />FIN FI—(ED) C ADE STD STANDARD <br />CREW <br />TESTNO AHO SPEaQL NISI �CTMH <br />STRUCTURAL SPECIAL INSPECTON AND TESTNG REFERENCE SIANDARDS(EXTONS ADO pTED 0BY 22 CURRENTGOVERNING <br />EREOUEREM-SIONS SHALL FOt WO M COVE G FIL MATERIALS OFRCBISTRUCT A ME CBC C N N 2 5 REFERENCEOUILLDING COOP <br />TESTS SHALRL CONFORM TO ME APPLICABLE IRCP <br />STANDARDISC USFED. OTIPENO _ gISTIN6lE - SPCIFl CA NSIRU�T ON�NCMRAL STEEL BUILDINGS; AMERICAN <br />HOUR <br />NSPECTION AG NCT FOR WO2K MATT IEG f <br />R gGUINSPEPEOF <br />CIP NS" DUN. M <br />_ _ REOOF ARETEMNSTTITE STRUCTURAL CONCRETE AND <br />CON 'ORS <br />THAT REQUIRES (INSPECTION. M CSM( - AA- AM <br />UFT GO OTIERACTOR HEOUIPMENIAl PRO' AS REQUIBE THE SpRED TO ALLOW ACCESS TO THETHE WORK RCATIONAL <br />N PECTORA 55 ro SPECIFICATIONS AND L REPOtT REQUIREMENTSNTU (CAN CON AND SHALL URNUSH <br />PRECONSTRUCCTONGETAIN AMEETINCClION RECORDS AT TIE JOB -SITE. INSPECT N REPORTS TOATH DUICLIDING I'DAN <br />AND TO THTS SHALL E REGISTERED DEIIIATE THAT SIGN <br />NSI E IN MEET REDUIRE. MEETING MINUFESPREGTSMUSRTI BE RE,ERESPONSIBLE <br />INPPPGOVSG BVGTHE ENIGINEER OF RECORD PRIORNTO BEGINNING WORK. <br />SEE NITONS FIRE RIMMEDIATE A—INTON OFCME CONTRACTOR INCORN CTNON BIF TiGEY TRE <br />CONTINUOUS SPECIAL INSPECTOR: THE FULL -TME OBSERVATION BE WORN NOT CORRECTED. ET DISCREPANCIES SHALL BEBROUGHTpftTO ILECNTTENTONAOF <br />RE PRESENTS NCME IAREACWHERE T EN WORK APPROVED NCEPIERFORMC TDR NH0 FINE BU LDI G OF LIA AND TO THE RE. ISTERED DESIGN ROF SI AL IN <br />REP AL�REPOtTADOC MRRIOn GO EE EOMPLETON BF THAT PHASE OF THE WORK. <br />PERIODIC SPECIAL INSPECREON: ME PART -TME OR INIERM TIENT U N REQUIRED SPECIAL INSPECTONS AND <br />IN BEORIRING SPECIAL INSPECTION BYORRECTION OF ANY DISCREPANCIES NOTED IN E INSPEOR TO CTTE STARTALL BE <br />HASBY THE IMI I APRIL ICTAL. E WORK <br />SPEG BEENIA�IS NPBEING PRFOR D ANDT THE AREA MP ONREOF THE WORK. <br />ED AT CO LET I K SCHEDULE OF STRUCTURALCINSPECTON PNO TESTING FF14F <br />STRUGNRAL STEEL <br />Gp MIT ORM 10 DARDS <br />REV El "MALFAITURE ITTRICA 1GOMPU— <br />FI FIN( C(EDW <br />IND IOUN TIN SYN SYMMETRICAL <br />FOC FACE OF CONCRETE <br />FTG FOOFARTINGSIDE OVER VE <br />TOPP IT <br />CAL. I TO OF FOOTING <br />.A. GALVANIZED US' TOP BE S"'FOR <br />IL ILUED FED BEAM TOSW TOP OF LAS <br />LL STEEL <br />HE. EXAGGNAL <br />HONIFSE HIGHHORIZONTAL <br />STRENGTH BOLT LION UNLESS OTHERWISE NOTED <br />HSS HOLLOW STRUCT SECTION <br />AT HEIGHT VERT <br />(BCC INTERTFNATIONAL BLDG CODE WWF/ VEITDSICAL <br />ANCHORG <br />(NSP INSPECTION/INSPECTOR WE LwVELDNG PROCEOURERSPECS <br />NI(IMPORTAM VERIFY WITH <br />ouB) V <br />PT E E(IONGPECTNONS DR D MAINTNN CDMPETE AND—RATE RE-- <br />REACHEIEIAENT X <br />TEEEI TCB_ ETERG(IF0 PPLIICPPLE) ANOKATIONSANI V ENGTHI R... CONCRETE OR GROUT VCLVMEe. XFIRE <br />LL VO�C� <br />ALL q REQUIREMENTS OF THE CURRENT <br />THE <br />ECTION <br />_RN <br />CAUFORNI <br />CONSMUCTON <br />PRACTICES, THE IN <br />CONSTRUCTOR SUBCONDRACTORS AGREE <br />ACCORDANCE WRF COI4TRACTOR AND <br />REWIRED <br />TIN OF THE PROTECT, INCLUDING SAFETY <br />OF ALL SONSRAND PROP RTI; AND THAT <br />MADETO APPLY CONTINUOUSLYNSTRUCTION CONTRACTOR AANDND NOT LIMITED TO RCS <br />HIS SU CONTRAOCTORE FURTHER AGREE THE CO TO <br />DEFEND. — 1Y AND H - THE DEIIN PROTEIIINIL 11 LESS FROM ANY <br />OOF WAR�N ON F THE DESIGN IS PRO ECT, EXCEPT LIABILITY ARISING FROM THE SITE NEGUGENCE <br />FOLLOWS <br />11111�FOE ENCANEER'S RENEW RILL BE REQUIRED ASC ACTOR MUST SUBMIT ELECTRONIC PDF SUBMITTALS FOR RE'HOW. <br />A. SL7EUCN��TRAALLLAS��MELPSLHAO'P DRAWINGS <br />AND APPR.ACG BY THENOT RGNER. UNTIL suBMITTus HnvE BEEN REVIEWED <br />DGQ rN�II �1� D DCS <br />\�J llll111�L�5I(v- ILIA Illj`\fVI N\�J <br />C <br />S-1 VALLEY AVE SOUND WALL - SPECIFICATIONS AND NOTES <br />S-2 VALLEY AVE SOUND WALL - SITE PLAN <br />S-3 VALLEY AVE SOUND WALL - DETAILS <br />ALL WORK SHALL CONFORM TO THE REWIREMENTS OF THE CURRENT GOVERNING EDITOR OF THE CAHFORNIA BUILDING CODE AND CALTRANSSTANDARDS EXCEPT WHEERE NOTED BELOW <br />a(�/]j\ /1 OUS <br />V �If�`�/f�If� <br />OIIG6E� <br />C _RETE INN ACCORDANCE WTH ASM C960RDANCE mM ACI Sot Sate - CURRENT EDITION. carvcRETE srvgLL BE READY-MIx[D <br />ON MAXIMUM WATER -CEMENT RATIO, BY WEIGHT SHALL BE AS FOLLOWS: <br />20 OAS C MIRESSTVE E - <br />NGTH <br />1 SECTION LETTER OR DETAIL NUMBER <br />DRAWING NUMBER WHERE SECTION OR <br />BIOOB CAROOBA <br />ASSOCIATES INC <br />TC0-0; L ENCN SERs <br />p2 <br />A A40, <br />, <br />fi1115 <br />. <br />E BE <br />DETAIL IS DRAWN <br />e-zee-awa 9138 <br />Exp.6/30/25 W <br />R CEMENT SHALL BE IN ACCOtDANCE WM NE STANDARD <br />ED TO THE CPORTLAND CEMENTSPER AESMAMOUNTS DESGNATONOF ENTRAC150INTYPEI11: <br />SPECIFICATIONS FOR <br />210 -Pt <br />OF LA� <br />REV. DATE DESCRIPTION <br />THE LTTY of <br />_ _ <br />CITY OF PLEASANTON <br />PUBLIC WORKS DEPARTMENT <br />ADAM M. NELKIE <br />CITY END ER <br />H O, 78 30 <br />DWG. <br />VALLEY AVENUE SOUND WALL REPAIR PROJECT (REBID)NO. <br />DRAWN: SMH PROJECTING.: <br />DESIGN: NBP=DATE:5/23/25 <br />REBLDSET <br />P L£� S 4NTONR <br />CHECKED: SH1S-1 <br />VALLEY AVE SOUND WALL - SPECIFICATIONS AND NOTES TRAFFIC ENGINEER:6CI <br />