HomeMy WebLinkAboutTract 34160, 29053m. :M 72oi 0 W J F- u > =W FL MO w ¢ LOT ma 84 _ QN _-_---_j ------ W 0 PROPOSED W GRADE a EXISTING GROUND l /" TP N58W SECTION JJ-JJ PLATE III G , 760 ! N45W r` a 0 a /PROPOSED m//------------- (\ GRADE i EXISTING GROUND LANDSLIDE (TO BE REMOVED) _ �- -�_�,��---------- p 1 Oa 1 _— - Tp SECTION KK-KKI m LOT 86 800 //-------- -- PROPOSED GRADE / / 760 ' J 720 EXISTING GROULANDSLIDE N� / i (TO BE REMOVED) / DEBRIS TO REMAIN 680 T \ QOI BE BENCHED 640 Tp TYPICAL FILL KEY \ N56W R oil SECTION LL-LLI DOZER PIT EXISTING GROUND -ID 20°- PROPOSED \\\ GRADE E W SECTION MM-MM' PLATE III H t /t. NA7VI?AI Cel0e VD j �i t1i coLLu✓ru+j¢ALLLh./Aa,,, I Compacted till 1 COMAICTED EARTH 12" LEGEND GENERAL NOTES Rf.uivl-aL FF,E;.sacs LNG i ; On inol round line T , Discharge to natural i 9 g _ B.W- - BACK OF WALK 1. ALL WORK SHALL BL DONE IN ACCORDANCE WITH THE EXCAVATION AND GRADING 1 watercourse or aDDro�ed 'I II R . - E2LEA? drainage device I I �� Natural ground T� - - - _ (; DETAIL D T.C.---TOP OF CURB CODE, COUNTY OF LOS ANGELES, AND ANY SPECIAL REQUIREMENTS OF THE PERMIT. MATE.P/AG r FLOWLINE 9n:NiN cedes I I A '�. _ 2. I SLOP/ TYPED ATREFd.200rLp.4,C, SLOPES FL TOP OF SLOPE 2. THE PROPOSED USE OF THE SITE COVERED BY THIS GRADING PLAN IS FOR: -.,- 1,Dk N Iy� / L TOP--- 6 xLVA. 45PNgG7 L-AITEO •' 3/4' q�Do-93 y 1 Concrete - /?" / •sore"Tr u.[ ---=-��-' TOE ---TOE OF SLOPE SINGLE FAMILY ,QES/DE/✓77gG 2 INC.---- INLET OF'DRAIN Cut -Off w II I I pE - PROPERTY Ln" I SIO.,r.1,,.,. jl9 / ?, INV.-- - -INVERT OF DRAIN 3. THIS PLAN CONFORMS TO THE TENTATIVE SUBDIVISION MAP CONDITIONALLY G.B.- GRADE BREAK APPROVED BY THE REGIONAL PLANNING COMMISSION FOR TRACT NO. 29053 O I 6„/ t + r rY •' F G- FINISH GRADE ON PERf0,9472•P CMP O,e tti i�- 9/B" 6B-B5 � �-2/o Mln '' �.. .. .:^ _ AFP,po✓CO G'Gi1t/AL /1/iTN �9 3 -75 12� Perforated pipe 44e_41ST /b /977 MN /GPGp,Pq¢Q7;cays 28' 0/0 40-67 12' Min. (see subdram detaiq �`---{ 12" OFY... I a "'" -E F.S.-- -- FINISH SURFACE ' com5T.PUCT 3 GUN/TE OR co,�,-• --GRADED SWALE 4. THE GRADING INSPECTOR (Y13 97A-n(og. A. AVGcpTaM w/0 /O-qb Non -perforated pipe � 6 't-' o[y a c["r["u.c ____ ____ ( ING-0002 SHALL BE NOTIFIED 2 ENGINEER 40$OFP/PE U,pGllMfERL'l.'CL. '�/00 0-25 p I Conc cutoff wall �3�-0� !'V/TH 6 x 6 ^'/O x "/O W/,QE /'7ESf/. V �--e�� -- -- SWALE HIGH POINT 714 I-- 6"key mro 6 key Into f ,» N -PROPERTY LINE 0 E ING O ATION. 2� 0 5 A y + -CENTERLINE natural ground natural grwnJ FLOWLINE 5. NO FILL SHALL BE PLACED UNTIL STRIPPING OF VEGETATION, REMOVAL OF TYPICAL DETAIL $UBDR AIN CUT - OFF WALL $ E C T I 0 N A -A TYPICAL DETAIL COY ON SWL` ~'O - EXIST. CONTOUR UNSUITABLE SOILS AND INSTALLATION OF SUBDRAINS (IF ANY) HAS BEEN H -_ A} °.. a/�- .1 OVER: is - PROP. CONTOUR INSPECTED AND APPROVED BY THE SOILS ENGINEER. UBDRAIN °ETA 1 L TERRACE DRAIN it - PROPERTY LINE ^IIA` -- CENTERLINE 6. FILL SHALL BE COMPACTED TO NOT LESS THAN 90% OF MAXIMUM DENSITY AS DETAIL a�_� -- -DAYU GHT LINE DETERMINED BY A.S.T.M. SOIL COMPACTION TEST o-1557-70 T. rrricu uoE nwo ERAIxu[ �` 1 - - - SHEET FLOW $RATE P- - -PAD ELEVATION 7. FIELD DENSITY WILL BE DETERMINED BY THE SAND -CONE METHOD A.S.T.M. tit- /O G • Original 0ETAN E MOPeAt' LINE FF --_FINISH FLOOR EL D-1556-64. IN FINE-GRAINED, COHESIVE SOILS FIELD DENSITY MAY BE -'/"Gr.Nrre ou G'6 `;/0../o WWH3'Ground s�REEr M/n-GARAGE FLOOF2 DETERMINED BY THE DRIVE -CYLINDER METHOD, A.S.T.M, DPg37-7/ E.V.C. -- - BEGIN VERT. CURVE PRo✓io-D 77/AT NOT �S5 72/AN ?D%_ - END VERT. CURVE OF THE REQUIRED DENSITY TESTS, UNIFORMLY DISTRIBUTE13, ARE BY THE SAND P.l. - PT. OF INTERSECTION CONE METHOD. THE METHOD OF DETERMINING FIELD DENSITY SHALL BE SHOWN A ` / 3. TOPOF SLOPE IN THE COMPACTION REPORT. OTHER METHODS MAY BE USED IF RECOMMENDED BY JP�=�0,./,7�`- ..-�[3N3M30 TOE OF SLOPE THE SOILS ENGINEER AND APPROVED IN ADVANCE BY THE BUILDING OFFICIAL. TOE OF SLOPE 8- III - NOT LESS THAN ONE FIELD DENSITY TEST WILL BE MADE FOR EACH 2 FEET VERT- .- CUR[ ICAL LIFT OF FILL NOR LESS THAN ONE SUCH TEST FOR EACH 1.000 CUBIC YARDS / 2 I Cut " e" wlR CONCRETE on OF MATERIAL PLACED. G/ '/QQ ,„�,,,.Conc. or 2" Slopn ,•., N„RITE REINFORCED ESTI MATE OF QUANTITIES S( Cr���N wnN eRa-rio/rlo COMMON SWAre 9. NO RACK OR SIMILAR MATERIAL GREATER THAN 8" IN DIAMETER WILL BE PLACED X ''•'-Gumie •'"" """» IN FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED AnO ONAIR Y•, E"x 6" *IOz 4110 W W F ""U..EBY THE SOILS ENGINEER IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL. ` s FOR STEEP TERRAIN oera NOTES 10. CONTINUOUS INSPECTION BY THE SOILS ENGINEER OR HIS RESPONSIBLE REPRESENT - USE ro EIOS TARP OBSTRUCTION E I A Eta ovuaL WRAOLLWY •MALL BE MAIN- EXCH VA T/o/,/ A.vo Car ipgCTGO ATIVE SHALL BE PROVIDED DURING ALL EXCAVAT! • LL'VL••L CI✓E I o. E., nxnuua• STOOPS. e, uuA, erc.1 ER ERAIRABE STRUCTURE /'ILL.. /,843, 376 CU. Nos. ION OPERATIONS. OHS, FILL PLACEMENT AND COMPVICT- TAINEo BETWEEN REAR or nrE To CURE P�A/� �rY/GY \+ I / a TN1%MINIMUM I I UM OFLAWLINI 1O[REQUIRED STRUCTURE TN[ "rREEr 11. FILL SLOPES SHALL BE NO STEEPER THAN 2:1. UNLESS A SOILS CERTIFICATION IS / -•�l a CARANY u•oaRT GREATER TNAY etc +NA+ SUBMITTED IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL ALLOWING A N /=3" 3" Gun//rE CARRIES WALE ON Y.eE UNLL N,vc . STEEPER SLOPE. nv[E HALE OR Y' DRIVEWAY. 3`4u✓ARr cEr 6"xG�'wpx•"/O J A Yc ROOF ORAYNABE OVER SLOPES I" PER- CO.P.PECT/VE G,QAIJ/NG TYPICAL DETAIL ..rw� � i Y,,,,,. 12. FILL SLOPES STEEPER THAN 2:1 WITHIN A GRADING PROJECT LOCATED NEXT TO D 0G ono - s. roonNB DEPTH$ MAY REQUIRE DEVICES ,gU TTFE i5 51-5, P,qP OVER EX UNDEVELOPED AND UNOCCUPIED LAND INFESTED BY BURROWING RODENTS, SHALL SLOPE DRAINAGE SECT/OV A- A - OrOD�� 1` 2 4 ouE To Ao.RELYT oR.ISABE oEVien PEMOVAL S BE PROTECTED FROM POTENTIAL SLOPE DAMAGE BY OWNEe /Ae5PECT/NG 5/oPF<5 iA2jg0- �- 973 995 CU. YO. .C(LLY /dpEY/OLiVCE 0c O.. aRA.r B!/RROW/Nb L/OLiVI'5 „YT7.YE firESTEY/LL�A4^G---OL'7//E/.P 5//414 <MPGO/' .IN EA'7E.PMiNA7ZaE' !de ThPJ.e ,26d9oYAL . �� --- ---- --� AesESTO ASPRES Y.IN DIRECTION SHALL U 13. CUTS SHALL NOT BE -STEEPER IN SLOPE THAN 1 112:1. <L•T-EN.IM,[R IN DIRECTION EMALI UEC rnrISTO a Nrouueo roN uxrE Tin RB 14. ALL CUTS SHALL BE INSPECTED DURING THE COURSE OF GRADING OPERATIONS TO DETAIL D DETAIL C 2 • 311Concrete or Gunile INSURE THAT ANY LOCAL OBJECTIONAL CONDITIONS CAN BE RECOGNIZED AND Slope i cox<REn - With 61' 6"R 10x° 10 W.W.F CORRECTED. �' �' FOR FLAT TERRAFN ''° E" 0E °EEO EE rE AA.•,R"YIN S. PR/LV?TO/SSUANCEOG ORIGINAL GRADE i .< aooO-aooa so rr AREA. e" WIN 1W140ING PElMr75 A SO/L.5 ENCT/NEER/NGE QEPo,CTS✓4GL Q OVER eooO EO IT AREA. As o[S is. eO Nr e' YIY. B{F SLAW/77F_D aV T!/E EXL30N5/yE P.FYJPEF7JE50�50/LS (A5 SdU/So��5 INTERVENING ^•\� / / I ////�AL .DETAILS DE TAIL F /%E7F//VEO ✓B!// e /✓ F TERRACE! wi / B r.RB c•TCM•A,ix B Yl7/NG �a7E sE'CT/ON 29A¢(bJ�CW ALL 8U//1uN�a;aeW _ N: s U D I V E RT E R TERRACE PEFbRT SHALL BE SUPPoR7ED B✓ SG F/GWT 7�T AITA 7b I/$T/iY 7.VE/7NA/N4S. /F PI, '\ PETAL a - TYPICAL FINISH GRADING ExrA4rls/✓E SALSA@ F4rN07dEXnTAYLOc477c 3ANOliPICSULELY�AFrECT' F7Fr7/eE $JYfi/C,�7/� T.(iE ,ed7q�,2T 5(l4CL /NCG [rR�" $GxUF/C ,PE(1]y/MENLWTJO/1F INT(gYE KING -"-,- ` Fi'a¢QE5i`3'T/HU irEEfF,�L7S pc'D/FFEeE/✓IIAL.Mb!/EA1El,/7.S OG T[RRAC[! � DETAIL B-SECTION I -I � - - � --�- - 20• STB4C7U,fES. 4uc SUPR'AE'77NG "v L,N/r`0 CONSTRUCTION NOTES 16. PERIODIC PROGRESS REPORTS WILL BE REQUIRED DURING GRADING. A FINAL REPORT f e B'•W0417 so IQ' IO' FROM THE GEOLOGY CONSULTANT WILL BE REQUIRED, APPROVING ROUGH GRADING, ° 6"xc^/ ior'/a .�cocxs /MBEOEO FOR PAVED DRAINAGE DEVICES a �i _ BENCHES REQUIRED IF NATURAL SLOPE L/v w F 2•_ G• 3•'- BRour soL/r, PRIOR TO APPROVAL BY THE GEOLOGY SECTION FOR ISSUANCE OF BLDG. PERMITS. !fi4FEDS ONEpIVERTiaAI TO FWE(5)HygltaNTAI -i I. APPROVED MATERIAL FOR CONSTRUCTION OF DEVICE IS EITHER 3"GONG. �La / °-P�' / SECT/OA/ ';YX" 0 4 4 WITH Na.4 BARS LONGITUDINAL AT 24" ON CENTER WITH No.4 TIE BARS AT 17. THE PLANS OF A DESIGNED IRRIGATION SYSTEM FOR FULL COVERAGE OF ALL '4`1R._- 48"ON CENTER OR GUNITE WITH 6"X6'_'10 XRIO WELDED WIRE FABRIC ST CTURES P'M/SC PORTIONS OF THE SLOPES SHALL BE SUBMITTED AND APPROVED PRIOR TO ROUGH L (W.W.F) OR APPROVED EQUAL. GRADING APPROVAL BY THE COUNTY INSPECTOR. �E TYPICAL DETAIL �`' srr�GLuf� a' 1A 3"min. Conc ^�.. x 2. INSPECTION OF GRADED DED SWALE IS REQUIRED PRIOR TO INSTALLATION OF Sfrueture: 'B' /4, 597 L'F MIN PARRATYPICAL SECTION �' or Gunite fi'zfi - IOx 10 W.WF THE PAVED DEVICE. 11B3 LF 18. FINISH GRADING WILL BE COMPLETED, APPROVED, SLOPE PLANTING AND IRRIGATION U VELOCITY REDUCER C 3. THE GRADED SWALE SHALL BE PRE -WET PRIOR TO PAVING. 465 [_E SYSTEMS INSTALLED BEFORE OCCUPANCY OF BUILDINGS. TERRACE RA 4'. PAVED DEVICES SHALL BE CURED WITH A MOISTURE LOSS RETARDANT. 0 254_qC.F C j'__ BOUNDARY �D E' 244. 19. SECURE PERMISSION FROM THE ROAD DEPARTMENT FOR CONSTRUCTION, GRADING �+-- ! mEura,.Fw.AR,eNs pc0" ,", /G Ea. AND/OR DISCHARGE OF DRAINAGE WITHIN STREET RIGHT-OF-WAY. /EYY. .«E "`e,. SPLASH WALL DETAIL F 2 Ba NATURAL GRADE !•ac.x •Roc. {4"6SL✓Ainum-4mwv. o rovede / /20 L.F PLANS FOR Building %g7IVERTER DRAIN C - I K 12'ON ? ,� L F 20. BEPUSEDEDURING THE RAINYSEASONWILL ARY EBENSUBMITTED PRIOR TOD EROSION CONTROL MOCTOBER 1. Set bark (a8 requ, d ASP!/ALT CDA"E:> PP 2972 Foundation q a /1^CMPOe.4,99wl,-, qua Rcrno✓c cxrotiay f3Yc,i Lbw.sd�rz 1909 L.F - R '-T__ �'...T:.-,:�- '" j S�/c�K q, THE CONTROL DEVICES SHOOK ON SAID PLANS WILL BE INSTALLED BY NOT LATER _ EV�'lAL „ 430L.F 1 H d I H etbock + ,Nom 60I;*' .Fr;t / e cLv/Aus e:xe .-/c-covc, ✓c/xi1'/',(%'duc•Er 3'e THAN NOYEMBER 1 AND MAINTAINED IN OPERABLE CONDITION UNTIL APRIL 15. 1 11e • i -NOTN 4t Ab?,pAON ,q.ENS. G E21. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR d I a (Boundary I. x E6 STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE I AVAIL - SECTION SUAfACE ) SECTION Noe LwvArvnaw '`Lot` r/AAAce oAA.N ABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING I b OF nv5 LY,N[E SHALL .q o�vAIM- ASr Fm cAG,,,,,,,,r •-��.�� UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED CUT SLOPE FILL SLOPE PLAN Abw Lrir. TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINE SHOWN AND ANY OTHER LINES NOT OF RECORDS OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILTY FOR THE t REQUIRED SETBACKS A:UTILITY PIPESC INGS. , ONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAW- 22. o. W. I 22. THE CONSULTANTS SOILS AND GEOLOGY REPORTS ARE A PART OF THE PLANS AND I SPECIFICATIONS. �IeEes A I 1 23. THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE Ion B-B PLAN See Section 7011 for additional requlrelnants.'/ ww� ~ _ J UTILIZED AS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID TOPOGRAPHY AS AS 15'-0" Maximum Section -A * - - SHALL BE PRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS ASP/JALrCL147E0 PO,p A C A DEVIATION IS FOUND PRIOR TO THE START OF GRADING IN ANY SPECIFIC // AAREA. ANY DEVIATION 50 DETERMINED SHALL BE TRANSMITTED TO ALL INTERESTED `- /7'CM,IirARAYEOCpugrect FIGURE N0. 70 -A E DOWNDRAIN INLET STRUCTURE F PARKWAY DRAIN DETAIL UNLESS SHOWN PARTIES. orNE,�w/BL:? O.V PLAN 24. ALL WORK TO BE SUPERVISED IN ACCORDANCE WITH SECTION 7014 OF THE LOS s'M/F,. I ANGELES COUNTY BUILDING,CODE. 2.5' 2.5' 25. PROVISIONS SHALL BE MADE FOR CONTRIBUTORY DRAINAGE AT ALL TIMES. M/?. F. F. r_ ^£_ ___- Fc, i &L11 SHaw_N 26. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY v ---- -�� LEyEL G/NE-�- $ ��'T��-__ L FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION Of THIS PROJECT, I I ROUGH G,24PE irtL� I --- ___ _ _ 7 - INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL �dY'iG LJ - i APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT l AT 9/OEYiARO ` - � i I THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER 44k. Tc. L(J - I ---� HARMLESS FROM ANY AND ALL LIABLILITY, REAL OR ALLEGED, IN CONNECTION WITH /2 I THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING S cu Pr,/uNFT v m �� GAe FF GF 1,0E y1� ' C S5 /lM/X T FROM THE SOLE NEGLIGFNCE OF THE OWNER OR THE ENGINEER. �-- '4 = r N0.2 CRILSHED ROCK f'ICR SG/B-DRAW 0 9' 1•pI,F 5.5 SPEC/F/CAT/DNS ABOVE LATERAL AP�4/N I •• P q /0 627: oB7A/N sePARAT6 APP,PO✓AL AA13W COUNT• Ra4D pEGAiQTMFOR � ENT �1 �i CONSTRUCT/ON WrrN/N TNEJR R/GNT O WAy, -BE"NCN/NCB � /O y Q` r - _ T�M/N. ` RG. -_ J NOTES 4 O� C-_ - �� Cd. ALL 12r/' ALL SL11PE5 WILL BE PL4N7FE0 WITH AN APP,POYEO GROUND CO✓E.E? I -'�- �- p AND P,PovrgED WrrN AN rRRr6AT1CVvSYSTEm45 54cw4S ORACT7,4z 4,7ER ALW6A1 ALL PIPE 4" D/A. SHALL BE PLASTIC, TRANS/TE TCFIEL, F/N GR. G� _� qr frN vJ /A* /N ADOrr70V 7DTHE GRG NOMVEB PL4,0 svaUes s Eo cr msr ay 5 ORACCEPTABLE E Div W/CRUSH/N6 o NaV i� /%MIN Pouov %� 4 BAN .' C7RADE PAD 1JR/ f ,� oF4 14MW WArs ae 7,�e3 "C'CD Ar ZOAr a C6V7ER Bony 41NIS aPAN EQU/YALLTrT S7RENGTy OF A7 LEAST 600 POUNDS DRAlNDETAIL PER FOOT -- % �/,aNB/NATXJV7W1SQEpFSf/ACLBS-/N9TAGCEOCWALG$!pyb$pvER/SfT/N.UEKNT A'O05T/ 6,QAOE LE✓EL F/N/5HE0 /910 0. 3' 45ffLOw 7C. 6le4sG'XCAI!ATE,. 9NOWN ON G4:4O/NG PLAN / TYPICAL LOT ROUGH GRADE �rcdr7�A 1 ✓� NOV. 3' COMPACTED RLL LSL IW-er T TYPICAL PAD . L L D' P.EMO✓cw UNSurrgBl[E DVEf2 - EXCAVATION OVCRExC. L0leexe. IK/RECOMPAGT/ON G AM 7E,p/AL rG H (feet) o• b a d 0-10 2 3 2 3 10-20 H/5 5 H/5 Over 20 4+H/IOYB H/10(5min)H/5(10'max.) H/5'(20'mox. 7D C4MM&VJN6 GiIiii OFER471aVS /NFi,F_ IJnc 4 Cav-/,�,pC7pe Mvs7- 1� CBTA/N A PERM/T 7D d4'',P.A7a EquigyENT' fRay 7yE F7,QE D 14R7_MWV7. 6�0 30. R04A6// 6RA01109 MUSTBE APPROYFO BY,A A71,44 GEOLD6Y4N0 S,,,5 ENGINEER- c� IN6 ,FF~T4Vo AN AS BUILT GEgLOG/C MAP MUST BE /NCLUL.l�D 11V 7%L,L7N44 �, p GEDGOb/C REPoR7'XigMr7TED 70 731E Nry GC U0,s/C SEC77CWGAC RENEW ,Ese O ev/Gcu Hs, a 0 e/�,yp,.yryG/� /N4.GoaV4 A'6/H,C>S APE ,PEOU/.QED ANO A1y>1/gLL BE M/77G'G� 0 77/E CoUNTr 4E2'Y�RsrsT 5UB TO PAVED 7Ei0QACC5 2%TYP P/PE 9UBD.QA/N --- I _ �.// ®DEu:o7L{./ LOT^� REOU121Nra 3� E� 4/NEE,eiN4 gIEOLoq✓sT P.e/O,P 72l CP.4igaiyLv ,p cP,�YAG.. j2. SPAP/NCa ,�GAN5 Ml/3f BE S/GN✓Eo BY THE yJ'CJ FNG/NCE,P A�rp ' -- MAX.-SLO!•L< - ove KEX. ¢� R2corlffiGTlo rJ Ne/rY lays rR4u e3E A/AAfAT /AWrs Av TYPICAL ST(ZEET P�avrE�7�Lyo cFwTBE /y //j CoM.vgCTEb �9. StchC SLiAAGE Lav 7Ar6 +M lnW 7E. fig. GC Prcc 'I?OUCG H RPO EC dI8/S GLr h1F 72 ST /�L EdC v/q70 5®RIPE /EDT of e wrrERLKr�R fuss/BCE / / I G RAID l IJ � SLOB S'uQv.I� evi/ sQQ �L /'ICI' BENCH/NET WAPE JE 0G4 / �/ 4 _ _ / // TKACT OYCMAL2'9o5�J Of _-v SPw fiE/cMr� 1 LESS 7l/,IN GtvE �r�7- ,.ar E,ac v b 4"R/A. NON PERT P/PE LATERAL COMOACTElJ f/LL9 MUST EQ MU3T' 9ET' Ia.P�COE 37,�CES TaE .DLL 0.44iNA4E �YicE< 34 TAr6 EN4/i✓E He0 �r1 0 Ion OA'/v'/NAL ANO 44Ti4/Ar /yspECT/q.y BE2LrE �gjrjN4- ly ¢ y {� P /5 ryP AT A SFXCING OF Aao'.t G,POUNP � BE AeEMCNEO /N72J -S,111 AA4E V I G I IJ I T V M � f� 4" PIH A I I. �jl HATER/AC AS OETFQM/NFO OR AS DIRECTED By Sp/LS - i7`yP BY 50/G9 ENB/NEE,p. TH/S LHiRLNCa /i ,y� M:t. APPUE5 L/NOER ALL EKG. G�J'NJ;: THE CUT IOel; /7TYE577MgTEP / t" N-z gee '5HEET No 2 fO,P )"fV Z 7- INDEX STAFT/A/G /J,qT� _ PTA y /97B Nfy" HEREON ROES Nor /,?Z44 PE 4TAO"?L C7• COMPGE/E CUT $LOPE�Q/OR TO CO/7�LET/ON Of UNSU/TABGEMA7EP/AL O.Q 6HALI Q Hin. 3TA,PT/NG F/LL. .DEMO✓E ALL QA TE- s�PT BO, /97L3 SEE PG 4L/ BENCf//NG. THE 17-e,W AL'TC%e $HALL yt{E TOPSOLGx COLLL7✓iUM .qNP CPEEP LL0Ps e, THESE?EMS ANo MA,('EAN I MATE,Q/AL FROM T,PANS/T/ON, I; •�, S. E. MNfdl i AgoGRttt, Inc. I HEREBY CERTIFY THAT THIS GRADING WORK WILL BE AL10Ng4/cE FOR THEM /N H/5 6/GC II' S. E. Mil mi U MB EOM BEIMCM ,. „E ,.,..,, ,,,, SUPERVISED IN ACCORDANCE WITH SECTION 7014 OF THE Y (CAL BUTTRESS ''•'•AM LOS ANGELES COUNTY BUILDING CODE . FILL SECT/ON s�C �N tO011'' ND/2__ COMPACTED FILL OVER CUT SLOPE - AND fl _Ex/er aaya�� DATE 5 - 5 - 78 BY CGS N o� �a 4la-"?B SCALE W.O. 605 D REGISTERED CI IL ^ENGINEER NO. - - y. .PCNO(/E w''',PEPLACE V TYPICAL STABIL/ZAT/ON Eg4U y Ap AS COM/'ACrLo Pict OWNER GEOLOGIST _jo DATE SOILS ENGINEER REVISIONS TO PLAN PLANS PREPARED BY �¢vfhe c/d Ha/77me S. E. M¢dq// f, 4ssoc. Inc. S.E. 149e410 f,' 4e!5oc. Inc. __ �� �N� �L AN PLAN CROCK No. FILL SECT/ON "���'�°^ /30 e. 4th S/t�e¢tp 72�1G8L. (� yhv/iwoypSf 7 2/GL3 S. h'vfhaway �f PERMIT No. _ NOTE: OMIT 9(LBGY�TA q7 THOSE �y 'H••'9GG PLAN 60"7Lc7 AC 17e7, Ca. 9?7OJE JZ/O/ .gLrr)7/Q Ana. �'Q. 927c.'7 --_-_ %/Pig C � /vOS AREAS Nor>ao AS STAC'.ILIZATAIN FILLS. TYPICAL SECT/ON JOB ADDRESS (7/4j 549 3987 �7/4� Syt6-6�o2 (7/4� 546-GGcZ - Camaliciated, Inc. SHE/�,P ICEY G/¢r� Bre/7g/e' --- 3416 VTN W.O. No. 304^-l0 ENGINEERS ARCHITECTS PLANNER BCE. Ns H R 29053 SHEET of p I C� DIMENSIONS A B C D 40' .17' 36' .21' 34t .2°v 420' TA NK 20' 10 A, 14 TP- 40 T R E E 5 TP- T I T 1 14 0�(� , / / 0 � - - _ � � 9'r/ � •/�° l 7 f l �� I, . I - 10 82U 7- 40 / e _ ` L` �/ i -,4.'i ]r/+�/ �p 830 t 4) NN TREES 21 ---840- 7 0 q4 860 N,, T R E dil *Ilk 93 R E E S It N\ 01 gil 5\ 91 Q, )0 > 7 L— ff7 07 xI //<-"RC T /vo 33 /�J 7 -1m 5 100,40 14J Lp *0 qI 5 6 160 TOP\\� / ' UN/7- OF C 33 E 12 TANK IN, 909. 4F N. P, L st.. It .ILWI -AF 'lBlo _Y\' h, Ar/ 47/ ------ gg 67 6 54f 10 SHEET 3 ^h. \ 3 � D 9 � \ / e0/ �d_. ° BT2.�_V '' b .�.' .p 2c 199 t,J A:/v 3 // n\,> ��a// ` elt�%//, Y� �o I./ �i�\ � �J/�/j /fPi�/ i 1-57.7 2`0411V17 Ivy IN 'Pie 11126 i 444#M 6� 036 reo le D 7- f\\10 0032'16la �IIVI 7 isis 51 W4i F1 7A�A C- 7- IV!? OV05 -�3 7t --'341rol 0 75 CT INDiEW "50 76 In 81 Lop TifW TA TI VE TeACT ?9 0 :5 3 ,E� 1 -515 IM11 �-Vdl 25 A I A K E 0 43* cr 8 eW7 0 N 4.099,989 951 x 335,466.08 7 A ELEV. 4 21' TP TREE\ � 1 S //rT R E x 851.6 w REVISED 3-24-78 REVISED 5-5-78 T R E E S 830— 12 —84 -04,* Y ��� \ TeACr /VvT-34/60 1 14 611 �850 �6 V2_ 0 0 g (o 2 's67 4,100,400 N-4,100,400 /1 �\ 750 1� + e \ 0 875.6 • /� A� TOP + / OF /872.3 TANK K Ro�x ^ 909.3 �.. E S �. \ v � 1w J ,o ,ti / 70 0 \ 7 �--790 5 ;4 rrg1/ _aO O 0 0 \ g20N- 4,100�00 N-4,100,000` �& \ /ate. .\ rn ® s i \ rF e 4 51 8 57. 63 $H54.21 e� 5" Jd —� \\\\UW gad �3 ed ® d \ ^ \\ "A e e 870 rv7si 55 to [.VO O/ : z"lMo, Owriv re / a os• 0.1 esp Ti t T1RUC7URE A \ 8I ... .. L IV J E. Maddl Axoel� ,Inc. e:0 Conaun.nra In _ — — ! 0 t c _ -- Bj �� � a �\ s�aU Scl a O E 6--6-78 BY ✓GB' r RE/NFO.K/NG SK4LC SCALE / W.O. ••= 40` 6050 c FOR S7,cec7ve6 A • I Ab�°� i ! 3 �' /" N `, .n 0 e sH a \\ S5 T n/ 9 E COP //VLET i CjRAD/N(::i PLAN TiFAC T i\/0 3 4 16 O sHEeT N? 3 of a r ► '14 lip TOM ION IWA V � Lid It %619" 5 SON LAW -Ow RAM 11. 9 8i i /,• ham. ' -, g. �,� ©' �' ♦7�'� j�� �/ _ 1 .f,,Ali o000 .�rn►t MM �,/� `^ �► ®r►�i/� a ��`��� � � „rs>���'�e'�r•� � s:4��"fir rN tI NOW a �� ►-, '' MtI y /Wr N ►�1 ,� � �ss� r mil' -• � .- u i &"LSI �► •,.� to lip AA s r� Ar -.4ee imam ,/ Qil 0 6 I �•, O TREES91 �6 %z// T R E E S / .100.400 N-4 100,4 0 12 TREES I30 6 All H 1 875.6 / / X— \ 0 1/ 99 TOP Ir /' OF 9 z� x ^ TANK ,7- � , / / � \ \ p °j /000 K am o p' \ Q i `pro , rv -79 / 800 \J�J/ D �83 6 �840 •�, �o O 955 B 999 60 � 8 O h • S'-34' --�-- o .R 3Y� 86 890 4ua' Lb 14 / ' gam° . / "900. I m st , IF B-R U S H 15 V 1 W � i P N 4,099 600 160012 _ 1 2684 � A � 7 i As o J 0 \0\ 3 r I 777 It ge 0 �\ 92 Iro I s l / r L ITS ExIS c 0 B5� \\ a � �•*�.s o .a l0 0 p � � R E E 5 9 s 113 64 IF 3Cn / 1 \ A / \ \ \ �0 0 - /x1004.6 PL 9 4, 114 R U ? M / `.z7s / / MO . / yi --�... THE ES 9 5� °� •'�' � D E -77 gy B/ 0 0 E€1' 4 w.a B • B0� REVISED 3-24-78 9\ z/8 , i O/ 0 REVISE 5-5-3QJ 5 N / \000 o a 9$ 0� GRAD/ G PLAN 10 96 TiPAC "No 341 <o D / / / ,✓s/veeT N' 4 of 8 V R 6 0 87 --- ' 9 41.5 so J 35' Lip 0 T R 15e-3.e , / /sc,$ 9 \� la / ­'7�*I7 Pe' 1 6 \\ B R U S H \ l • 937 740 o 1 / / LES • 0 , *� 4 i' " / �k �w/ p �a. �0 �0 20 / E- 4,33 8 5 31 '?g �o �"�� P, �,0 60 � � � / � � \0 �p ELEV. 1 870 \/ TREES X 1 / � 90 74- 8� - - \ 26 84 %I 75 �a -� o / Al 8 R 4 / �\ �e!J -n B R U S•H / ez]s' �/ C - - 1� 78w �\ a� 99z4 - t /o • \ / 1 . \ 4 / / x �9.f � • • --/ n � `I , sl %8? > E �R I \ ,\ `—`_ "` tool X4 _— jj—djj 99 / V1 1 B R U S H re�11 _-s.Z ~� II.S°I' °I p �• o io �' c� % (Cn% 9 _ \ ,5.\U�j�/\\ .! p I xo�9� 96 E E S T4 0 O\p / II �l0/Z / �rl / 2�® /8�'\\ \..�•.!!� fn rn O /// �j 42' / ro 1 0 / \ / // d? ®. ] B S H 0 \ v \ 410991200 o N-4,099,200��j ro N-4,099 200 f1 1^ N-4,099,200 m ° / ti ex / 24 / O z \ \ \ '. i W \ \ ?\ / / owi rn/ ]6 2'I• ti I W' z. °� ao�a 8 R U S H W 4y r' ex.Um W b O O J O O / 26?/® .' 00 02".- Oda ,/ ON \ 3 O -85 0 /v2 9 r 4 e 14 IS • • / 6/ /oz I , i p \\ \ \1059.7\ 1041.3 x 1042.8 0 TREES 0 \ Ex/5 veo \ BR USHIIJ i x \ \ N 920� ✓ / OQA/N To p 0/25 ) /- 1 \ ,• \p A0 • p 0 // p o r • DI 9� / TREES / 0 0 0 1044 . 9 5 2 / / / / / \ 01 4 1 \ zz \ .8•R U S H �o /�\ W I I 1 ® \ { to _-1030 \ \ 80 / I EX/57 P Eo 91058.1 1020 \ \ 1 1 9 0 ✓� aE MIKE \ 10 5 8.' EX E-4 336 L I -1"'0 5 7) 9 B'i - O s 0� / / EL ENV. 108b�\ 6 � 10/0�- 8 R U S H \ \ 100'u 10 \ •- .��� �`."- Cr�PAD/NG F N-4,098,800 N-4, 98,800 . ..wp PLAN �-� BRUSH , \ -- 9 E I -19-77 By GB TeACT IV O 341GI SRTET /V2 OP 8 T R E E S i VISE 3 4 q 5 78 F 84 :.. 760 FI EXISTING GROUND - N88W 74 o a m rr o W n N M p "ANCIENT LANDSLIDE) m H AS HYPOTHESIZED BY LA COUNTY I �- a PROPOSED _ W GRADE G 7 i — It 001 EXISTING GROUND _io_ / /14_ N6W SECTION J a N— o oa It PROPOSED GRADE z soir w Tp �- Tp SECTION K-KI s i w z w N N Q 8 Q 860 M____--- w 820 � yF� PROPOSED r i GRADE _-- =�?- 780 J Col EXISTING m GROUND � LANDSLIDE 700 ' ` Ool �� (TO BE REMOVED) l' _ Tp . j N s SECTIQK r - ice•} .]y'- x..jr !+ I F tr: l.4111 t.. 740 w W U) �3 1 Q m J 1000 - PROPOSED GRADE 960 C-7 X coo 920 EXISTING GROUND A of ��' —` _3_ --� ----- N37W SECTION N-N' a IK w O 0 I B 880 PROPOSED I EXISTING GRADE GROUND l -� t i NSW SECTION L- L' N46W-� °1 k" m »; 0 1— TYPICAL FIf I K Y r��4 _ Tp ram:-• : >s: 1 AS HYPOTHESIZED R DOZER PIT m BY L A. COUNTY I -.--- 1 DOSED -� o S ON M-M1-M11 !"J inn ♦ .�'•.,".�..' .{a «. �....Y +a...a-X/..4 .'e�^i 4�S t . F '�«tAl�pi� • 4 �e a .. III [L w w No PROPOSED GRADE EXISTING,.<< GROUND N64E SECTION 0-0' REVISED 5-5-78 1 REVISED 3-24-78 �"` s $11Adiit s Aa6r�Na, lrtc. _. -� ' CwNuN�nk M fM farfn Su1N1cM - DATE_I2-14-77 By,JJB/WFR SCALE 1�=.4Q_. W.O. 605 D ' Ex=mv GROUND TO i 64 :ae 7 I m ~ d FE w o m w H w n N N N M p Q � O O "ANCIENT LANDSLIDE" d3 3 I - � —� F- AS HYPOTHESIZED BY LA COUNTY I � � 860 J e a PROPOSED _ 780 W GRADE 1 J _ Z RESTRICTED USE �� . 7 W i' �_ —� —�� 820 wCr PROPOSED -"4�-AREA �- --� GRADE T __D— R TP ----� \\� EXISTING ,_ asa�dlt• —� �� ! �~�� 780 GROUND -10_ -9- _14'-- 700 /� 1- -6- /' a Col �740 EXISTING t\r GROUND N6W SECTION _ _ _ LANDSLIDE r� 700 �' Oal 1� (TO BE REMOVED)660 167- Q > N_ = a a oa m PROPOSED GRADE F a rl- \ \ N-s SECTION FL cr � 23—Ai 0 As Q r fn !ST. N 46 W —+ W y D02ERI PIT m BY L A. COUNTY us O _ Tp -�`\ L t rl� R /GRADEED Q -„ 880 PROPOSED EXISTING I i'� . y .T.� •• GROUND 1 r m EXISTING +, GROUND .f' TYPICAL N8GW m- 920 EXISTING GROUND 880 -'-� N37 W 0 Tp SECTION NSW SECTION K-►(' L- L' 7+40A y 4 v_ S N M - M'- W' +. a.F -_ ;. '+•_' - ,.y., PROPOSED GRADEY_ _ F > w N o PROPOSED m m/i-- �----- Tp --- - _a - GRADE ------ of r�E- 860 EXISTING GROUND N64E SECTION O-O' SECTION N-N' S. E. Madatl 8 Associates, Inc. ✓� (iOW Plianla In the Earrn Suanus REVISED 5-5-78,6-6-78 DATE 12-14-77 By.JJB/WFR REVISED 3-24-78 SCALE In • 4Q_ yy;0,—fiO.8 D EXISTMIS GROUND -� �Tp w W F w F 'V 1 F a N F F a a W 3 W w N Q a C3 S m _ N I m I ---- v 0_ o OD ---------------------------- Z- CL m « 840 0 �.7u�: �— -f—��� -9 840 S \ \- 940 n PROPOSED C01 - _�6EXISTINGoa GRADEEXISTING __�GROUNDEXISTING� ' / � " 800 GROUND \ \\\ �� \ 900 GROUND 1 \\aa� PROPOSED— 1 GRADE 760 Tp — PROPIOI03 GRA E N53W SECTION N75W SECTION N71W SECTION A -A, B-B' C- C' SEE ALSO SECTION 1-1' 840 EXISTING PROPOSED GRADE 1 GROUND .----------------------- i 800 f!� Qat N70E SECTION D-D' 840 F OL Or 800 F�----I EXISTING_,---* GROUND -5'- 760 �- 720 MWA w w F f a EXISTING GROUND -� 760 • , .7. • .-- - - - - - - - - - - 72O} POSSIBLE LANDSLIDE TAS HYPOTHESIZED BY L.A. COUNTY N5E SECTION E-E' F- v a d ¢ o w o o� PROPOSED --------_. GRADE., F a PROPOSE' GRADE .--- SECTION G-GI D FLL H OL m a J 800 o PROPOSED o GRADE OI------------- 760 EXISTING GROUND 720Tp PASADO DRIVE ItoJ�- _9-II_ N69W SECTION F-F' Fo Fv FL a� O:o u w., �o N° N ° oa PROPOSED o GRADE EXISTING 840 GROUND �j 5 f 760 N77W SECTION H-H' FF PLATE IHA S. E MeW s A"WW@ , IM ' Con•u1Mte M IM E•nn SoNngs Y' REVISED 5-5-78 I SCALE L• 40' I W.O, 005 C & E. Iladall i Associates, Inc. w � ConwkMtr In U� E�nn 3cNntlu Cn Q M DATE 12-19-77 BY_JMZWFR M 3 a — 900 m -j SCALE I"= 40 W.O. - aos D RESTRICTED USE --+� - - � REVISED 3-24-78, b-6-78 �- _� _ AREA — 860 H a ------- �— ¢ PROPOSED— N GRADE ( 820 (— / - "ANCIENT LANDSLIDE" �' • 9° AS HYPOTHESIZED BY m' I / , . �' • II° L.A. COUNTY III/\ 450. 612=58- �T, s J ' EXISTING T°° I >, •—'- �� -� r.Dso' -� - GROUND �a. . is ed 11� ��-"' i 2.5 740 � . T.D. 47 APPARENT DIPS SHOWN HERE; TRUE DIP DIRECTION IS TOWARD VIEWER N38W :a• F- E m w N SECTION a P - PI U 4) O 0 Ir W H a m a it w N 3 Q O 0 J m 0 \\\ 760 RESTRICTED USE AREA PROPOSED GRADE 720 GROUND R 680- �P o _— 640 _ r� N64W SECTION Q - QI 2 W F-^ N a o Q f u ¢ u_ N v O O O 1 PROPOSED I EXISTING-- —� GRADE GROUND m col 880 6 TD i — P 840 N74w SECTION T- TI 104 IsBIs] r c a d K d W o N n 0 o_ EXISTING GROUND EXISTING PROPOSED GROUND GRADE . 1040 --_ w Q d m - � u N W O m o 0 7_ 1000 �- N2W v w u w 0 a a W H Q 3 a J M m PROPOSED GRADE P � � SECTION R-RI I Ems H a. a v w N � u S O p o , EXISTING 840 GROUND�i� /� _ ~` 1Tp i 840 EXISTING �- GROUND 800 N45W SECTION S-SI PROPOSED GRADE V' 2.5 13 ` PROPOSED �' / �1 GRADE 6 f , N37W SECTION N72W SECTION U-UI V-VI PLATE s 0 0 z m o _ a r DOZER PIT X (PROJECTED) N w Lu EXISTING o GROUND PROPOSED _� _ /� .--'/�--_5 12- 860 GRADE DOZER PIT / (PROJECTED) DOZER PIT EXISTING i� j Tp 6 20 - - - - - - - � - - - -' ' _' `_ 720 I � GROUND '/ r R PROPOSED - y / GRADE � 740 m - / -�� �! 640 QoI E-W SECTION FF-FF' N85W SECTION EE-EE' a ¢ EXISTING WATER N EXISTING TANK 880 a GROUND PROPOSED GRADE_ i DOZER PIT �— - Tp 700 840 I '" -- R PROPOSED EXISTING GRADE GROUND I - - _ -- - 800- Qls N60W SECTION N82W SECTION GG-GG' HH-HH' PLATE IIIE - t 8. E. MW" 6 A"Wata, Inc. _ �- ConsWf�l�fn tM EarD SciMcM REVISED 3-24-78 i