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HomeMy WebLinkAbout185-2 .. REVISIONS BY 0<!/.PAo N TEf CUT-FILL LOTS O�TA/G/9.eEY/rho I% >LorlXe cR+ NATURAL GROUND 1-w4 aunt in Inind basin Mack aLaPlxc c AD[ '�' w z'ue "R 2'vlx %. II N4032"niseenendlnwall F e•r Ir CeaRco .. sir IF.—GE.— :6 jj F' G" :-. s•n a—L::1? awnxc cz aMD as•— +.'� i -�- --- MIN. t-4 a— a _ :COMPACTED=FILL= �^-'-� P�P'� r --- 36"MIN. PEE LO d.e"alG"co—to black •T t.'o c s I� z1 AN: 'T] c• II ''"3 = _ �SV1Zp'B�%f l= OVEREXCAVATE AND RECOMPACT al Solid grout tlleJN canttlning hint M"a0 i.• [• O • a•RSAl E c :- . e•n F _VN-__- v it _ HOSE �- z z'0•' a LD WITN c =w soxnr Lii LS I E L -�- +e Lrma.Tli ee, m i"cnLs wrtx°eS L'. ' L•Li[cuLs MATUNWEATHEREDRIALAPPROVED OR W I ;'•� MATERIAL APPROVED BY D�" . owe „ s•ac. oxR T THE GEOTECHNICAL CONSULTANT O rJ F .. As _ wiix`°c RouT "O t RA s s w Pro R0 _ fff SEE NOTE 5 oL s ° Z 2"M/N /NC EASE - p.ARs �� xE.D •° T Ix ,.� =W ON" E D Or BARS DIIT xErDD -I m '^ R - t•a4c01111nVWa TOP OF FOOTING SEE PLAN IT DOUR S[ I•T t h I 3 +.�� _ a Ix S • v/ OE97N 95 NECESSARY c t l -[y' a] ao.. FOR w E E I x E •.I V FOR SETBACK"W" r Oaf 32"ac. ..ADE �.� { r^Rw` x0 _ �• SEE PLAxarxa ron•w•T>i i.•t CUT LOT J Natural Qade Y' TOP OF FOOTING ] a n L°`'T SS NOTE•._ FFP } TOP OF fOOTINa _ •� •DE G0 •� SEE PLAN W a, f` $EE NOrE 5SEE No L O T a R A D E Or '. S �(A N Cane.foofilq At - 11r'miainro natural soil I, �Istox; - �_,�,,. NATURAL GROUND Y �Q z i C F' . a I- ��4"• PDYn FOOTING DTIxa _ - Rx',T x �4 I. V SE7$A6K "W" •PAlxsrIIIF9 I N M:DIS Ta RBED R•L nao° I • n�.8• .�� _ / J I7A7/ 5"FoR N</0' ' I Tunu So L a x.Ta x.TDn.L SOIL —REMOVE 'vR•• `/ s �—; ooTx _ 7'".,H>/O' 9 3"etwr a x•TNawe° a N.D"s.u.9E c a _ O = SECTION TYPICAL SECTION OVER 5'-0 TYPICAL SECTION 5-O'MAX. TYPICAL SECTION OVER 5'-0' TYPICALDSECTION 5';O•MAX. UNSUITABLE�y s' (� f(� z N.T.e. N.T.S. —� MATERIAL / MIN.I } - X.T.S. FATS. NOTES O © On (D eA QBA _=__- = =_==-- �r_.rr--=-_ ___-- _--- 36" MIN. 0 I. MASONRY UNITS shall be areas A Conforming to A.S.Thl.C90,and asenufaclured m a.—Sace with CoSaset. _ r —_ O O O O ew O --- -- - -- -- I1� Masmry etaldards• TiE­ -Association a 'COMPACTED =72.PORTLAND CEMOR"�mbst toASTM. C150. 3AT' ?•*_••°:c -=�11L ? OVEREXCAVATE AND RECOMPACT - -�-- ICONCRETEadlhavearein. p.stivostwgthof3A00 Pat of2tas". •' �• ✓-•• "�:a]e•°°�: - a' a':' a;(: e•°o�. UNWEATHERED BEDROCK OR 4 MORTAR Moll be freshly wain and uniformly mixed In the ratio by vawst of I part cesant,l/2 pan lima putty, DESIGN FOR SLOPING GRADE ABOVE WALL DESIGN]To,SLOPING GRADE ABOVE]GRADE HATERIALAPPROVE D 4 V2 pan ees e d and tlaRaanrormro AB.TN C2M If pronhctyps c~isueed,ft litesplrttysh a ull be nittsd. _ THE GEOTECHNICAL CONSULTANT 4 MAXIMUM STRESSES I.- D r.awl. NOTL-1.<Oxc NDT[ix rOOTI xD TD T[ST MAXIMUM STRESSES I S GROUT shall boot fki0 opnNtenay.Rafb by gkmaa I port asmenf,S parts sand OR I part amesnt,3pane esIM, N orE•/.cox_L s roorlxc TO rc.T ,-ge,Da AT 2 gala pap Brawl. 3.00o L.S.PEn a0.IN.AT to DAYS Im• 3]3 r ONC" L n aa.IX. A V s h •1n Do0 r. I. 2.COXCR[T[al0'n•GRAD[ 'A'VUIT3 PCON 3RT TD BLOCK•DRAD[^'is xlTf S.REIN ICK NO STEEL Mall be delorned ben unresisting to AST.M,A615 Grads 40.Win ruld—Ing Pall OUT'u c o • a. rL x I" , r.. y.cR sir- P xr,a rAnrs SAID. x awl 3c•1 PAq A� PARTS S. X PD I NOTE: aordsrm bAST.M.AIRS. a r+Rra^raw cn.v[L E L000 Les.. o.rT. gMDRT.a-I r.nr°�"ucxT' q..M PAR•I.ART D[Mrxr, c ��aS. o .... loD P. .I Deeper overexcavation and recompaction shall be performed T. Sae Std.Mes ll17 far bwllon restrletione at imerwnlese. a;'PART uu[.uTrr,.,r+ran SAID rnlcnox co[rnu[xT.o A n- "CI vuTrr,x n vaT3 s+xo so,L rRLss°R[ r o L.S.0 sD IT 3.PRa'IGE q"pIA iER PoSATED SOBDKer S PMVIDE 4"CIA,pER FILTIED LANK Iu - if determined to be necessary by the geotechnicai consultant. WYrl1 i/4'GRAVEL FILreR BLANKET 12"3/W'.1`q 55 fI.TIOM rI 12 xlz"IN.<__-C TON R.9 E CING 1]%12•IN.GROS$SE TI 6ATLaNpIrIG FOR SIT IRE LENGTH OF SO50RAIN. I II FOR ENTIRE LENGTx OF aa9oRAIN. 6 WALL — 6 BLOCK Io RETAINING WALL II RETAINING WALL I2 TRANSITION LOT DETAILS Is I TYPE RA° TYPE °B° — I r 0 p �'TYR o a FILL SLOPE ------- NATURAL / O/HENS/ORS PEgOLAN I O to GROUND 1S•� 7_ 2 N _ - -_______====_FILM=<<__ // // - 0•!2',M/N,/B'.NAX R/P-9Ai/Y/7N LONG AX/S YERT/CAL O _ z - m __jr_`_r___ / / FM(/GN GRADE ) m EXISTING -_===__�- -_-= c // / 45 5,YaWV aV GflOLIND SURFACE __====- .�_'-___- / / PLAN W W Ce I I o -- xREMOVE'- OVEREXCAVATE FINISHED CUT PAD ¢ - -_=�' TYPICAL UNSUITABLE L"' 1\ MATERIAL AND RECOMPACT m (REPLACEMENT FILL BENCH \ BENCH HEIGHT = _- J_ • _ _ Pad overexcavation and recompaction cc Z OVERBURDEN __ I(MIN.y=== w Z shall be performed if determined to GUN/7E Orr CaAVC FETE G/Ti Or/r p I OR UNSUITABLE _=_ - -=�_ d Ll5-MIN—•-� - -- 6e necessar b the eO teChnlCal AP/G/EO W?N N/P-FAO/N PLAfE. KEY 1 LOWEST MATERIAL Y Y 9 DEPTH BENCH -[`-- BENCHING consultant. W -_fie- UOs (KEY) �- -2%- MI UNWEATHERED BEDROCK ORMATERIAL APPROVED BY _ =co_MFlLiieo T- THE GEOTECHNICAL CONSULTANT� m 0) I / FILL-OVER-CUT SLOPE _=___-__ _=z=_ 2'MIN. VELOCITY REDUCER a z I _==== KEY DEPTH IT 0) � I EXISTING === F= 4-TYPICAL SUBDRAIN AND KEY WIDTH REQUIREMENTS /Q z GROUND SURFACE f�_- -_- RIP RAP NOTES = BENCH _ DETERMINED BASED ON EXPOSED SUBSURFACE a BENCH HEIGHT CONDITIONS AND THICKNESS OF OVERBURDEN 1. ROCK FOR GROUTED RIPRAP SHALL BE GOOD QUALITY BROKEN CONCRETE AND OR RIVER - z RUN ROCK,HAND PLACED.THE SMALLEST DIMENSION SHALL EXCEED 31NCHES AND THE TOa OF lOWC.L/NiNG=N/5.2. � LARGEST DIMENSION SHALL NOT EXCEED 18 INCHES.THE LARGEST DIMENSION SHALL Q ///JLESS OT!/.FWrrE _Wows/ �// U SUI ABLE NOT EXCEED 4 TIMES THE SMALLEST DIMENSION. ON OLAI✓ /�� M2' L BENCH MATERIAL SIDE HILL CUT PAD DETAIL I5 2. THERE SHALL BE A GROUT BED OF AT LEAST 2 INCHES BENEATH THE ROCK.ALL THE 1A ED 0 KEY (KEY) VOIDS BETWEEN THE ROCKS SHALL BE FILLED WITH GROUT.MAXIMUM SPACING BETWEEN LU N EX/ST/NG STPEAM S-. I+nl:'s DEPTH — ROCKS SHALL BE 2 INCHES. Q �0 CUT SLOPE d fF6x6_/0x/0 WN.ME5h" W U EXISTING VI Q Q IA D r GROUND Il=nl cl - ' - W W SURFACE 51 S Sr o _ '7 i ILI11l,, ed _j m 10 %E P 6"GONc,PETE L/N/Nlp, CUT-OVER-FILL SLOPE CUT E ro, Z Z jv¢, c) 111 a. .f _ C \ - r-y" c 3.a" )'-c' ,'_9" AROUND 14 j o~W t _- d.5 N _ 2 P 2 O_rn m REMOVE _ __ - - UNSUITABLE V -_ '/ :/ M X Q PROJECT PLANE - -- JEC PL MA __== I TERIAL 1 TO 1 FROM TOE __----- =: LE{rEL SLOPE I y OF SLOPE TO -E_=— CONCRETE SLOPE P,QOTECT/ON I3 COMPETENT OMPACLED, 4•TYPICAL 2 MATERIAL • 46 3 '-Fh ", I� l-'w. 3 �= BENCH HEIGHT 1 ,BENCH MIN.- =I- / •"--/ a IM', IT Ir 15'MIN.--7 2%MINI LOWEST 1 - KEy Y) BENCH DEPTH (KE o Data. I1 SDala 1"=40' NOTE:Back drains may be recommended b the eotechnical consultant ,/(.2r•YCFlTl 4r iNY/fE,f!/NlO.1CY0 marE-FFLY/NO 7DJl P.9f-NfTTE07C Y Y 9 .1✓.7N11P--,1P•%.�•W/.,•1✓lZ&__& .!! T.YIJAT/Sf,OCT/OArGYTNEC.9A0/NC DIRT DIVERTER TERRACE DRAIN �_9 � Dre-n based on actual field conditions encountered /AGY�'T,VE,47lw-vfev cLt•)'GNlTE /NJ/IClO,I HY/C.f 7G/LACIA/fN1GY JLDfY,VGY.f,e•/TN GY/,f/No MwY/GY/NO. CONC,IETE cat sur/7! - TRAPEZOIDAL DIVERTER TERRACE DRAIN Is a Jab KEY AND BENCHING DETAILS I4 n �" 3h..t 3 i F-t of 13 she.,. I i sf �