Laserfiche WebLink
NoyEs <br /> 1._OF TREWALL IS DESIGN m "ate a CO a RItF <br /> & <br /> FULL RA E N a, 7a1K. P � R FOR RETAINED <br /> FULL EERRA �BGs G <br /> o _ }0 <br /> BLOCK <br /> T WALL NEIGH! UNIFORM SURCHARGE.250 PSF TRAFFIC WREN <br /> -2MAK VIr DRAINAGEAGGREGTE BOIL <br /> TTPE.LGAO.AGGDMEOGI SILTY <br /> .ND v <br /> LEVEL BACKSLOPE OD APP�eE ro o <br /> DRAINAGE AGGREGATE _GEG=rMKE,G FABRIC SHwLBEASSHOWN. <br /> co 1 <br /> \\ 4.MIN DIAMETER RIGID PERFORATE... f{T __ PERFORATED PVC 3.WALL ELEVATIOJSAND IArOGT ARE TOBE PER CIVIL DRAWING o - PI <br /> EMaEn CRUSHED FIRE BEDDED <br /> ROCK BEARING PAD �� `GEO c CRUSHIPE ED ROCK BEARING MTH PEA DGRAVEL A.CONTRACTOR TO VERIFY ALL LOCATIONS ELEVAnws.AxDOIMFus,us. N •F-A C 55 <br /> GENERAL NOM: N E.Fi <br /> GEOFECHNICAL ENGINEER BLED FOUNDATION SOILS.MUST BE FOUNDATION SOILS.MUST BE WALLULN3 "� <br /> APPRCHED PRIOR TO PUCING THE DEVIING PAD.AESI MUST APPROVED PRIOR TO PUG,.THE APPROVED <br /> INwnw PREPERSTpN L WALL UNLTSARE TOSE STONETERRA BLOCKS D7 N ._ h <br /> OBSERVE WALL CONSTRUCTION AND FOUNDATION PREPERATION. OBSERVE WALL CONSTRUCTION AND ~ <br /> PAD <br /> SECTION-2'WALL SECTION.4.WALL BEARING <br /> SONG PAD CONSTRUCT. <br /> BECVPUwreD ROCK PLACEDASWGAN ON TE CONSTRUCTION WTALS WITH A MINIMUM p <br /> NO SCALE NO SCALE MTNIXNE.OF B INCHES OR AS SHOWN IN DE(AILS �� Ye{ <br /> COMPACIEDTOAT <br /> OP TME MODIFIED <br /> FOIL 3.SOIL BEAT SOL SMALL BEM«FR WmIUNUCARING PAD MATERIAL 511ALL BE TED113V.M.AHATE RSURFCCE T TLE1101TO.A.AST 45 Tfi/sMOB uX^G <br /> DURSE OFR v s4uAT.AFINIUM DENSTV AS DEFINED WILL BE M 0.1%) � � <br /> 1337. <br /> BE LEVEL <br /> RAL <br /> 4.BEARING...NALL BE <br /> TO <br /> INTIMATE CONTACT OF <br /> LCCKSWITYI P.. <br /> BLOCK- P "" DRAINAGE AGGREGATE <br /> �SB.D�� BOCK. P "' ��I ORGANICS ...ER THAERIALSN. Eo WALL NEMATERIALS s LLaE V BW�EDDRWE AND <br /> ISILTANDCIAVPARTICLESPAmNGTHE�MESHSIEVE;W .90.,..AA <br /> •— REINFORCEDEGLZONE.i4 1.IRE REINFORCED ROB ZONE SOIL MAIER.SHALL BE FREE OF DEBRISAND CONSIST OF Mu AND <br /> IC SOIL PUCE, <br /> is IASMuI%TITE MAXIMUM C rE q�q\— OFP mu0sRwAN1l INCHES <br /> SANDIN MAWM ron Br AEG PASS..THE*.SIEVE A.Pm T <br /> C.PACTED.AT LEAST.*OP MCC4RED PROCTOR MAX DRY <br /> TRUCTURAL FILL COMPACTED <br /> or SOra s4rotstr4 _ _- TOSS.OF ASTI o.1%,Iry <br /> RETAWmsaL SOIL mxESxuL BE INORGANIC SOIL LxTHAPLASTICITY LAVF.r LESS TN.D, <br /> ,,,,,ALL ReGHT rf,-.. ,..• I EACKFILL SHALL PE COMPACTED TOA MINIRDM 95 PERCENT OF ASTM 0.1557. <br /> H Er DRAW uHEIGM STONETERRA UNIT INSTALLATION AND <br /> , 1.FIRST COUR.OF BLOC...ALL BE PUCE°ON THE BEAM...PAD.PIE UNITS SHALL BF CHECKED FOR BATTER <br /> zr� MIN IMIN TRICK "as — - J ALIGNMENT. <br /> THE1AT FII UtOTS ARE lrs MOST <br /> I TO INSURE ACCURATE AND ACCEPTABLE RESULTS. <br /> GRro NEAc BLOCK s% <br /> _— — %,Ai, =� OFT.WIT.ADJUST UNIT SPACING <br /> 'LL L"T"ENGT17:STRAIGYIT WALL ALIGNMENT.AL/GYAIENT MAYBE DOME Br W <br /> Gxlo•IEN - _ •�_ A.PUCE AND COMPACT FILL DENWDUNns.aDESCRIBED IN THE 4EINFORCEDaaL zwESECTKw. I . <br /> DRAINAGE AGGREGATE TYP FOR CURVED SECTIONSACCORGwGTOMANUFACTDRERSRECGMMENwnON O <br /> • <br /> r ill') �' RAIN L EXCESS DEBRIS FROM TOP OF UNITS,RACE GEOGR.AS SHOWN ON THE DETAIL,AND INSTALL NEXT Z <br /> EMBED 4'MI N..TERRIGIDPRFORATED PVC siRATAGR10 sOB%OR E«AL NI FI 1r MIN GRID r ' fNIN TNCK KM.BB EACH SUCCESSIVE <br /> COUR..STAGGERING EACH BLOCK ON TAOBL«KG BENFA INSURING TRAY SHEAR > <br /> BEDDED WITH <br /> EA <br /> G-0 trCRUSHEDROCKBEARING AD PERFORATED I D ENGTR DRArvAGEAGGREG�. P �« R EMEMTOTHE�AM�THE WALL HEGM IT,N Q Z <br /> LLATION <br /> ENGINEER APPROVED FOUNDATION SOILS MUST BE O <br /> APPROVEDOBSERV PRIOROP...TNEBARING PAD.AE51 MUST 2x•MN GM1I-H rP EVENT AS SHOWN ONTH...RUC,.DETAIL.I.THE GEOGVNTHETIC REINFORCEMENT SMALL BE ALLEDATTHEwnu NEDM NORIzaRAL LDCATIOv,AND roTHE Q W Z <br /> ' STRATAGEM,SG%e OR EQUAL <br /> __ER RIGID PERFORATED PVC <br /> CONCRETEBL«KUNTSPERLANUFACTUREJTSSPECIROTION3.ALLYOCMPAC®FlLLAN000NECTOTOHE W W N <br /> SECTIO <br /> PIPE BECIDEO <br /> wsuLEN.6'TOT WALL cE 1-CRUSHED ROCK BEARINGPAD xnvE A CORRECT LNE PON Z SCC OR ORIENTATION OI«L DIRECTIOUI OF THE GEOG1TTIUIC REINFORCEMENTSwu VERIFIED BY <br /> J Q <br /> RACE FILL INACCOR.I4N,WITH SECTION ARM J ) " <br /> CHNICAL ENGINEER APPROVED POUNOATION SOILS ML1ST SE 5.THE GEOGYNTHETIC REINrl.CEMENT Er(AU_BE PULLED TAUT AND FREE OP <br /> OVED PRIOR TO PLACING,.BEARING PAD.AESI MUST <br /> d AOe�SERVE WALL CONsmUCTION AND FOUNDATION PREPERAn,x. FILL H6.THE EIGHT. REroRTEN9oNINGGEos'mmErlc ReNF«cEMEursHAu WRINKLES <br /> e NUNIFGRMPT OJOUTOUTIN irtiLENGTN co fx <br /> ND <br /> 8 a ,%/%17 SECTION-2D'T028'WALL <br /> AANO SHALL BE ONE CONTINUOUS PIECE OF MATERIAL REINFORCEMEert PmPECTMER SRREcwuWrtiEDATNE ft f lJ� <br /> ...ALE '71. FG.'"N"'ETIc <br /> W ft r <br /> `\\ _ CE.ROLLS SHALL __ ENO.LTORSI . <br /> N <br /> GEOSYNTREIIC <br /> UT <br /> q� FILL WILL BE REINFORCE... LU <br /> L CORNER DETAIL-OUTSIDE SC-ALTERNATE CORNER DETAIL-INSIDES,° \\\`\ RAIL POST �H MIRRL ITEMAL SHALL SE MCED w wXIMuu OJHCHLUFTLTSO THEGEOSYNTHERc O <br /> I. 2 T.GEOSYNTNETIC REINFORCEMENT SHALL BE PRE rterrAtIED ST YLAND TO REMO.WRINKLES.TENSIONING IS <br /> E NDSU,LE NO SCALE _,„„1 K� \\\``\`' RENFORCEMENT MANNER,HATFRUTILSULTS FILLHASPMEMOFEDROIL FILL�ASHALL.ELRENTGF,RED.ANOC E,ICRENFDRDEA USUALLY FACILITATED Br THE USE OF STEEL RA10..APPLY CONSTANT TENN.TO EACN SECRON C.,F GEOSYNTNETK `n <br /> All_ f POSSIBLE.BP LLMNLLBEMGED FROM T„EWALL FACE DNWAROTOI"SJREP.TNEGEDSHINEn6 <br /> /I FENCE DETAIL•ALTERNATE RDxFORCE RF tis TAUT sdlsuu BEMCEDWux Fwu LIFTS <br /> 4.TRACI...STRUM.EOLYPROIF.ALL NOT REOPERATE°DIRECTLY.TmE(yew roll,. <br /> NO <br /> FAL TRICK..OF 6 IN..15 REQUIRED PRIOR TOT.OPERAll.OF TRACKED <br /> \� � f'�//// � PM 1< SCALE F DISPUO C REGo EREY.RG R MEM.A WAMNIL <br /> RRw Pose - GEOBi'TTEICCRENFORCEMEM.IIIRKUGOF TRACKED VE CLE50...,BE KEPT TO A MIMMUx TO PREVENTTRAd6 <br /> FIN <br /> y,-i �L.sN�.m � DANCERLLAxD ILRERS CEOMM. R N DRGEMEM EIN <br /> F \; �/// C01Pe AVOIGED.GEOGVNBIEFIC LESGTRAN 10MPH.aoDEN BRAIRNG AND suRP URN.SHOVER ALL BE .e«BD <br /> '�/ Dcnrn OFTNEWALL SALLBEPROVIDEITO WARM WATER MM <br /> `�` n I I- NN-LEVELING PAD INFILTRATION INTYEREWFDRCEDSEL2ONE <br /> 8/19 <br /> Y DJSPECTIONS 190315E001 <br /> CORNER TA 9,' GUARDRAIL DETAIL FENCE DETAIL 1.FUWTIME INSPECTION OF THE WALL CONSTRUCTION SIT THE GEOTECHNICAL ENGINEER IS E <br /> a73NOsce-_ NOSULE NAO.1_ REQUIRED. i I G 0 <br /> 1 <br />