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HomeMy WebLinkAbout172-9 I REVISIONS BY ` �iday • CUT-FILL LOT � NATURAL GROUND 1-e4 Cont.I.hand bean Mack uorlAc cAAo[ suomxc cA,o[ - " cu a at$., urvDnM[D- IN at S2"ae asmarad I.wall u 8" :-h eAne—a1 o.Nc cAAoc c-o uAs- "_� -FIND C �i �i�� 5' MIN. ___ ________-____ s•_ z'wIx __ .______�_ _ _ ' a•. 36"MItJ. 111x SIX 15"",ante It" vcs.n^� _��___ aY..a -_ --\)C\p'g�- --- OVEREXCAVATE AND RECOMPACT scre usoN,T e e [- - -ac- VNS-__ . Solid pout all a db Confalning nIM. COv .•_I a• i • s•n s— cox cn[,t 3 . [.A[— `I E_=_"`-_ Souawrxe.ourE" 1I1 a •so w1iIuCL z• 3� cA[rz -_P�M=` - UNWEATHERED BEDROCK OR LU *2-s Aro oe. H NGxE+i cE I- :mi°cioui s[ 1. ancs C. °M • MATERIAL APPROVED BY cr Z ° ::co E s o iEof . .p-1, A*u-aa ^ xFILLEDSO Iocs� _ THE GEOTECHNICAL CONSULTANT . {- wO Q ]-" f SEE NOTES "ITN a"Dur II "� IA• sAse IN IT. SA T C 2",N/N. /NC/?EASE Qv sAss o w T x I D S o NT rx •1 = own nE.p QY use ON.' N W Z J I•.a"n,l"' r ,ow , ` a - ,o,"T ' ._.�, CUT LOT C'3> 0 TOP OF FOOTIXD•K[ IIAtT COuA 8[ I t h �oNII Ar 1.— �. x[F I Gh pEpTN/u'NELESSA,I?Y v I� zh` •r '. " z''s mP oP Foorlxo r rorar roorlxa � � � J � o t sx'aa. rest wLcr nou { u. n•oc � , z i Fr7P fE76ALK"W` ♦ 4 of 32"ae. eAAo[ n w[cr xou t s`N "w[[r -..I ' Natural pads E6 NorE s ..ARE •Aa w rtE vl.Ax cou _ c6E Aim a[t FLAN LLI 0 z e Tor or roonxs-see rLw z' ' a T- oAADc - UN �4W N L� Ta:_.:: IAA OE- D Y ZZJ z © NATURAL GRO I� ; Conn foothlg .:1.:.:1' 1 - I�min.Into",Ural soil - - -" [ " 1 �- Z - Z 1 +ouA roor xa I S.: A o Ixe I I +� Q �(I'- Cl) ASAlnfr ���.oe�te¢)� I ,— \tee-.ra -3E7ORCK "W'• N un°IsruneLo a r°i°,s u.eEo I :I ^I C^"`�.� ��� J '�RJw $'/alN�/a' ' JI xATun•.solL xA uA "°orlNc n x.ruA.L smL"fr _ - 7'ibR'Ny/C' Ir-• ' S--1 3"elw a D°::T I EO o �Ei _ 0 Q D HEMOVE. Q SECTION - :.�"iolN _ I `-��UNSUITABLE��i 5. V F- TYPICAL SECTION OVER 5'-O' TYPICAL SECTION W-O'MAX. TYPICAL SECTION OVER 5'-0' T"IPICALCOSECTION 5':O•MAX. 'MATERIAL MINI X.T.B. N.T.a. N.T.t. __ __________________ ---------------------- /�'.� --------------------- =----__ _ =-__-s__ 36"MIN.. 0 NOTES Q QsAna rQ awns -.a_________ --------____ L MASONRY UNITS shall be Orado A Conforming to A.S.T.M.CSO,and marNtecturM in Iaxaraace with Concrete - O" O 0° O e, s^"' COMPACTED -�_ / (•� l Memory Aaa"ration standards. - OVEREXCAVATE AND RECOMPACT — =sF1LL: �= 2 P011'TLAND CEMENT shill aasbrm toAJLTM. CISO. c -�---- a CONCRETE shall slow oa.pestive stragth of 3p00 per ar 20 days, ?e•o.�� UNWEATHERED BEDROCK OR -� �; �- s;.�. ;e^r �; a; >,_r •e.r a,oc. MATERIAL APPROVED C 4 MORTAR almll WheNly postponed old unifarnly mixed In the ratio by vokim of l port oaasnt,l/2 Port lima putty, DESIGN FOR SLOPING GRADE ABOVE WALL DESIGN zFOR SLOPING GRADE ABOVE GRADE J THE GEOTECHNICAL CONSULTANT 4 V2 porn sand and Mtll..form to A.ATM.C27C.If plastic type car.rd is ua nd ttm lime Polly"hall be omitted. MAx IMUM STgEi SLS &GROUT shot l be of fhid Comblemit Ratio by febmes l part p t,3 Porn and OR l part oe.asnt,3 ports send, "OTE•Icoxcx[TEIN roorlNCTO TcsT r,.zg000 l.3.I. NOTE-I.CONCACTC IN FOOTING TO TEST M MUw sI ESSES 2.pats pea gravel. 3.°so us.ran ao.IN.At ore°An 3.00o us.rEA ao.,N.AT a o,n I,A,'yaoo°P, 2.CONCAET{C.. --ADC A'—II fNE,A av ,al> r 2c ONC or •LOCrt•OA,D['A'UNITS &REINFOI 14 STEEL shall be dstartood ban Conforming to A&T.M.A615 Grade 40.Win makwaing Noll o.,.I eoNo u, NOTE: 3PA2 PARTS,PSI PA ITS SAID. IB f.,� 3Gn=ur-T.,FA C[_'L IAATa f,NO, mdatm bAl.T,N AIRS. z rura re,cA,vn on rsususE.Eeoo Ln A so,F r. Qwon...•I FIATCE111t, ,,,,, Deeper overexcavation and recompaefion shall be performed 4.uo.'.-IINE cEw[NT, Coxc A[rE To sot. BON DA D11 7. Sae Sod.Ran 1117 for WWI*.nstriatlons at intersections. V. rIsr uwc rurrr, ;r,srs s,N. rAICnoN COEFFICIENT, "'""T c'"`P°"Tv'""'""Ts a"" 3OIL PRUSUAE r o0o C.S PEA se IT, if determined lobe necessary by the geotechnical consultant. S.PROvl08 a"OIA.PCR FOAATE09N6ORAIN S.PRa'IDG4"PIXAYSFOAATED$NAORAN - WITH j/q'4RAYEL FILT6R BLANKET=1TH 3J¢^6:q, FILTGR BEANKef 12'>'\2"IN.CRO E SECTION e%T ""AG 12' IN.cRv55 SECTION a%rE NDING 55 E FOIA ENTIRE LLNGTN DF SNgpRAIN. )t (( FOR FJITIRE EENOr{I OF S11n GRAIN. 6t WALL — 6°BLOCK to RETAINING WALL 11 RETAINING WALL lz TRANSITION LOT DETAILS 13 TYPE A — TYPE °B° 0 sm r _ _ T G•12'.M/N,/B"MAX B/P-NAP N/TN LONG AX/S YEirT/CAL 0 C z EXISTING _____ _ I Ab!/GN G?AGE 0 N 2 GROUND SURFACE ?-l-= _ A5 SHOWN ON Vl = VI m f=_=-r___=• PLAN > REMOVE D 4'.TYPICAL UNSUITABLE I A W V W ~ ------r--_- MATERIALry ¢ p -BENCH .e. .o ' BENCH HEIGHT T%MIN.:___a, 7"MIN. 13'MIN.---ryl G!/N?EO?C0.1/G'RETE G90//T KEY LOWEST I• ~ DEPTH BENCH APPL/EO W?.f'R//-/rAP/N PLAIE. ¢ Z W Z(KEY) Z Q f J =COMPACTED=YY y�j W ==_FILL= __-. F- FILL-OVER-CUT SLOPE ' �===_- VELOCITY REDUCER � W EXISTING ==- Ul (A I OROUND SURFACE f�--=__-- 4'TYPICAL Z a W I . n ' ----_� BENCH ' HEIGHT ` I �' BENCH a 2'16'Td�H __c J REMOVE 15'MIN.. UNSUITABLE - �� •� MIN. L ENCHT MATERIAL / KEY (KEY) Ipn v DEPTH CUT SLOPE H O (D 1'• N NATURAL / ' ua r, GROUND j/ u_AI ,u, GROUND / W U O SURFACE��/ f // /�� O' YARiES/'G" " N Ui CUT-OVER-FILL SLOPE /J/ cur SLOPE / / 7a /=-& 7o Y'-9" fo 1/ 1" o'tc / G" Q w h 00 _J m In Zat~N _ / FINISHED CUT PAD I =W a IO z .r==-• OVEREXCAVATE / _ 0 ti _ C AND RECOMPACT _-___----- O _ REMOVE _ -_=r- /'-L" 3-a l'-L' 1'_9" NATURAL OF; UNSUITABLE (REPLACEMENT ILL) _�__ •/J• Z-3" 6RDUND O- a_ l7] PROJECT PLANE _= == MATERIAL _ J_ L -•••••.••,•• •••. ••. .a O er Z n n fin 1 TC t FROM TOE =-'-s OVERBURDEN __ _I(MIN.Y== Pad averexcavatlan and recompac tlen 1 - _ OF SLOPE TO =-f== c _-- _ shall be performed if determined to OMPACTED, OR UNSUITABLE _ --_- __ -'Y= P COMPETENT pl�r=_{ q•TYPICAL MATERIAL =r 11 be necessary by the geatechnical i /:/ MAX MATERIAL =- --- -�-- L consultant. ELOPE y" L�f T- BENCHING LEVEL 9' ' ---_ ±DEI NCtll `BENCH HEIGHT— Et '2%__._ -2%- MI UNWEATHERED SEDROCKOR __T%MIN_ �-' /-MATERIAL APPROVED BY ' �'-its-MIN.--I ZI MIN. THE GEOTECHNICAL CONSULTANT \ •' \ 3" 6' y" 2'EY LOWEST I KEY OEPTH j ,� ,yy@/g•o.c. /lent' u•AYs KEY BENCH DEPTH (KEY) SUBDRAIN AND KEY WIDTH REQUIREMENTS NOTE:Back drains may be recommended by the geotechnical consultant DETERMINED BASED ON EXPOSED SUBSURFACE - Date based on actual field conditions encountered CONDITIONS AND THICKNESS OF OVERBURDEN 744NS/T/o.(/ SECT/Olt/ . " ✓"COA'C A' TNf.GCGTN/OJ/fNAOC f7 /O7A6'l ,(O SAL Sine 1"=40' 01H69A0wwlI✓lNii,P'-,WLIrW1#fIflOO M//f Dra�rn FAL.!/G T.YE.4T EIPRfEO Gt7NCNlTf /N9PlCTO.V PiY/D.f 7D PLAClMEN1GY I \ JGtlfACff N/TN LY/ilir✓s M.YILYiNO COR'c.IETE O9 suriT! T H I E L M A IY REVIS/DNS Job `- KEY AND BENCHING DETAILS 14 SIDE HILL CUT PAD DETAIL 15 I�/liEf?TE/� TEA.9ACE OR"9//Y /6 a • I a 'a e gY:TH/ELMANNENG/VEERS - _ 0 0 TOWNA COUNTRY ROAD Sheet 1 ORANGE.CA 9 2668 - 1714)647-0696 ' Of 10 SMete L� —"i�