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HomeMy WebLinkAboutTR 20705 RG Plans 185-3 REVISIONS BY el,,Xf Alo;-f CUT-FILL LOTp pETA/L/3KEY/f60 - 5-/6-B•1 NATURAL GROUND - sLon«c cR.GE - - a[onxc c AOE Itie 4 SEn M laid bean MGM I i /� I C•P 6 1I D[{RED _ c•rVDC CD _.. /� /i _ ' WId 32"o.euMEred in poll r �1J"s, � o.«c GRADE � 11 9 - sLo.INc GRADE a-eI { f^, ------_---_=====5` - V==r= __--__ MIN. e e" -z'M.N. E --'.j— :COMPACTED=FILL= -r-_" R _� = __ •"] J - �_-_'U S�\ZP_B-ice == OVEREXCAVATE AND RECOMPACT ea,.to GDlonts blob T.1 a s s n s ..I z •r •� O.. a.xs •..# t.�J� Ste- 1 p — fn •T 4 e • R]_- coAc E E --,If '� -_PE_ __-- UNWEATHERED BEDROCK OR W CO R[TE.M e a • NIT D '.1 11" FETE �- - ° Solid arw+m a did eomaninG n+d. »aL L.I.NIrx `• =W L ]� t TIE] °" Y THE GE AL APPRCAL CON 0 IJ W x DRouT�L°� :LL ;LL [ �THEGEOTECHNICALCONSULTANT 0 a I z N O l AT I••0.C. wt ALL II LID L o Q Z 2 O" s:L nc]AT]Da o e ]•4 e•Re `v wlrn D our O: RARERARE $EE NOfE 5. TILLED W -IT AT[ D]T T E•Rf ; AIA I rr 2"M/N /NcREASE F.♦cantlnoue OF tl -E6' az O�srn couw][ x ?� f0] aI TOR ?1 GN DvcrrDDrlxa CUT LOT J ~ TOP 10 To. Ear'• o— uR[ u-`[��• TOE Or wonxa } ,11 m DE9jH AS NE675,5, c o :-� JI D tt r SS NOSE �� cur SEE Elax `' .�� N m g z GRADE x, SEE NO z q7,Q SETBACK`W" 4 DI 32"o.a Tor or Foonxc- -� 1• SEE NO re 5yLi ] a- 5 Natural Grade .a- .�, / NATURAL GROUND IJ,J �J o z z R.oE- 0 G cnAOE ° ] — o •A. FIT 12'min.Inm Iptunl wit - I Plit � CAROL,ToothqA'I - .°�s°:I xs.TIxD n.TNRRL IE ]DIL —— ,— n SETBACK ")V N u D l a r u x.1 I ' /y I'TVI ao1L POU. r00T1 xi O ai ..� ° , rDUR r0 S !-- 5'FOR H</0 NATURAL B ° :•1U_SO L / 3"Dlwr n siuso�° B .oa»s. _ REMOVE / 5, F' 1� 7'FaR ���UNSUITABLE�y MIN. SECTION M°TYPIC4L SECTION 5'-0"MAX. TYPICAL SEC?ION OVER 5'-0" TYPICAL PILAL°SECTION s'-0'MA X. - ---_---- -_--_-- N)gTERIAL / ----- ----- �. TYPICAL SECTION OVER 5'-0' - ----- MIN. I- N.T.s. N.T.B. N.T.S. -- - 36" Y_-_-__ _ NOTES "Q © QIS seas Q Hens Q 0 �• °" B=Rs _- -- /' 'COMPACTED ___ OVEREXCAVATE AND RECOMPACT L MASONRY UNITS shall be Grode A Dwlforminp to AS.T.M.CSa,and ma Nlfactured in amldaa:°with Calaete _ III_,-A—linbn ENlnbdarde. UNWEATHERED BEDROCK OR a pORTLANO CEMENT"I oonkne to AST.M.CISO. �, 3, s,�, •IAT ••Gc _ ,• I •']. "• T GRADE THE GE MATERIAL APPROVED N 3.ODNO8'fE+ball hon a ROSE E.."m,mgth of 3A00 P°I of 23 dayp. "•"r aoL OESIGNtrOn$LOPING GRADE ABOVEEIGRADE THE GEOTECHNICAL CONSULTANT DESIGN foR SLO PING GRADE ABOVE WALL 4.MORTAR°tall be truhly prsI, God uniformly DRAEd in tta ratio by NGNlnee of I Part Gmnnf,1/2 Port lime ENTITY' 4 V2 Par%Band lad Mall m"Ons to AST 11L CZTG if l!blle typ'"Mn+i°°wd,tta lien grtq Moll be omiHlid. MAXIMUM STRESSES xorc-ICD«CR[r[Ix T[DT MAXIMUM STRESSES --- NOTE —CRETE IN rO TIN To TEST le a 2AOoo P.].I. 3aoo Les. R 3`Ix h •1'l.Doo S GROUT Mdl be of fhdd GasEYteNGY Rath by ulasms I part oEnwlt,S parta and OR I part smut,3parf.und, 3.00o Le P[R s4clx.AT:s D•rs Im• tor] r.s.I.- 2co»ce[TE BLOCK. -GRADE A uxlrs . 2.ports two Graul. 2co:a�i uE��o�c•CRAG[ •A uNln boo r.s.i. ".s.r.«. ao A Im ..s.Ls NOTE: 3cA v TART]sAN D. !REINFORCING STEEL EMIT be ddwwAd ban oonformiRa n AS.T.M.ASW &ad.40.win Isbdorchbp Mall y.cA . [* r Rrs sAxo, Euu.,.LEE.L]. o.rr. "T6' e.. N• .. .I. s rT Deeper overexcavation and recompoction shall be performed a"�NnAr on�v I.s " eErr 4MOPT PAT EAET PUTTY.r'A'i PART.s"xD PRESSURE r o Las TER o ocrdarm bAS.T.M.AIBS. 4.Mo TAR-I PART c[MENT• enO ° cTlox co III 0 4 " L'M, ' S01L"" - - if determined to be necessary by the geotechnical consultant. %E PART LINE PUTTY.41/PART]] rRl S.PRPrIDE 4"Dq.PER FORAYED]UBGRAIN T. Su Sid.nasal?for lewlion rMNriatims of ideMctlME. 5.P'WIDE 4"PIA PER WAAT®SdSIE n1 WIT,314I ERAVEL FILTER BLANKET WITH 3/W'(RAqVEL FILTER BLANKET 12"xl2"IN-CROSS SECTION IS T.WNO' IZ°A 12°IN.CR055 FILrR 5 a NKI51-NG GORENn RE LENGryI aP 5u8aRAIN. fOR ENTIRE LENOTN qF EaBDRA1 . RETAINING WALL 12 TRANSITION LOT DETAILS Is 6' WALL — 6°BLOCK to RETAINING WALL II _ u Its TYPE °A° TYPE B I 6 Lf'TYo N sag i'Tv/? - NATURALNENS/OHS PEH PLANaj ( = FILL SLOPE _____ - m _ -=_=c_o_M_vnc4ED__=-_ / / 0•JZ'.M/N,1B'MAX 9/P-BAT n'iTN LONG AX/S 4ENTiCA6 % _ ___---_ GROUND p_ t� m ___ _ ROUGH GA'AOE > m ___---==_FIL4_-ter_ / / W ------------- // / I AS ANN ON 6 W It. Ce 0 EXISTING = GROUND SURFACE __- - - FINISHED CUT PAD _ REMOVE - OVEREXCAVATE 4'TYPICAL UNSUITABLE AND RECOMPACT _ ------- v Ix MATERIAL b Ic I\ (REPLACEMENT FILL) __ �__=_—fr •••••• '••••-••••• ••••- w Z - - - = `r BENCH \BENCH HEIGHT --I(A11N.J?•-- shall be performed if determined to ,.rofuEv wir�c'/vv-.rAv/N PLACE- 1' OR UNSUITABLE _ _-- - 'MI 7--- be necessary by the geotechnical 2'MIN.F�--15'MIN - MATERIAL consultant. w W KEY I LOWEST _ -�`-- BENCHING QAc = DEPTH BENCH - - (KEY) -� -2 MI UNWEATHERED BEDROCK OR UU MATERIAL APPROVED BY coMaao4eo= T �THE GEOTECHNICALCONSULTANT VELOCITY REDUCER (, IL w ' FILL-OVER-CUT SLOPE ___===F'LL�� 2 MIN. _ I ` Fes' __.s. KEY DEPTH < ExlsrwG -=----- --- <'TYPICAL SUBDRAIN AND KEY WIDTH RECUIREMENTS RIP RAP NOTES a I -- GROUND SURFACE yf_ BENCH - DETERMINED BASED ON EXPOSED SUBSURFACE -=y_f___ 91I- HEIGHT - CONDITIONS AND THICKNESS OF OVERBURDEN 1. RUN ROC GROUTEDRIPRAPHE SMALLEST ST GOOD QUALITY SHALL CEED3INCHE OR—� BENCH RUN ROCK HAND ON SHALL THE SMALLEST DIMENSION SHALL EXCEED3INCHES AND THE �N=-= LARGEST DIMENSION SHALL NOT EXCEED 1S INCHES.THE LARGEST DIMENSION SHALL _-__ NOT EXCEED 4 TIMES THE SMALLEST DIMENSION. O TOG OF CONC.L!N/Nrj=Ff/w`v 15'MIN. REMOVE ,Q UNLESS A&HKWisE rt/ov✓r/ // UNSUITABLE 2. THERE SHALL BE A GROUT BED OF AT LEAST 2 INCHES BENEATH THE ROCK ALL THE W /� / 2'�LOWEST� MATERIAL SIDE HILL CUT PAD DETAIL I5 VOIDS BETWEENTHE ROCKS SHALL BE FILLED WITH GROUT.MAXIMUM SPACING BETWEEN04 H MIN. BENCH ROCKS SHALL BE 2INCHES. Q ON PLAN // KEY (KEY) U I z DEPTH EX/sT/NG STFEAAI �' _. CUT SLOPE w �o W f 6X6-/0x/0 WW ME5f1. _ Q U = >7 + - EXISTING // Jrr 5' $ ill OfI J m Ill R m Z II_nl ,III SURFACE / Z �d.�IN /•� / 'N CUT SLOPE /0' O v 6"CONGPETE NI)V4. CUT-OVER-FILL SLOPE / I n O53 DO NATURAL ��zr- L/ DO GRDUND Z O a In r- FIT El Y REMOVE c¢ I n ~ _ MAX ` _-_ UNSUITABLE SLOPE N W =�=_I� MATERIAL PROJECT PLANE -y- _ LE✓EL - 1 TO 1 FROM TOE _=f==-� � _ \ Z:I ARA OF SLOPE TO O_MPA CT•ED, Z - T I - �O Z CONCYPETE SYOPE PROTECTION 13 COMPETENT 4'TYPICAL V FIB__ I� �. /3 6 MATERIAL = BENCH HEIGHT - �_ =_=s BE Ir15'MIN. yt ' 2:MIN LOW ESTV ,Ly" " _Scab. 1"=40' _ KEY BENCH DEPTH (KEY) NOTE:Back drains may be recommended by the geotechnical cons ,i'etavnrlrfo.aCl�a'/�E.ff/N/O.f>;'!O .YOTf.svWA/071sJ!/.9E-NfTTEOTO DIRT DIVERTER TERRACE DRAIN /9 Dr'"'" I'/lN i'/i'-,O'/I/.W/.I A✓!lOIO.YYi►f T.V!.,Al/SEACl/ON CY T.5'!G79A0/HC based on actual field Conditions encountered fAdGliL^.T.r9fA16J/O.fEO A2NCA'fTf /NS/lCTO.I f)Y/O.>7 TG PLAC!/NEA'1!Y •�I - JUlf.VCli A]/1N Gwr/iY/M.Y/LGWO. LtJA'C.'ETE Li16GW/7!. E• Job I - WG e^ KEY AND BENCHING DETAILS 14 TRAPEZOIDAL DIVERTER TERRACE DRAIN ore `" • ' SMa' 3 I H .G Of 15 shpi.