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Home My WebLink AboutTract 34160, 34161, 29053_ NA744A' 4 (j@�UND j C044 ¢.ItGtUv/c:+t Compacted fill REMOVAL FRH 50�/4M/NNG Discharge to natural I Original ground line watercourse or approved 'I F/LLE,E� drainage device I �',� Natural ground MATE,.Q/AL MP SECT/ON ' 6RADAT/LV/ Concrete I 90-AaO y cut-off wall 0"aA. ASPHALT CLE47E0 3/4w Lo-93 �2 Min - PERFOi0a7f0CMPO.Q hl� mB �-� Perforated pipe 1 I 6t1 M.N /a Pe',2sgp-QraVs �,3" 0/0 40-67 12' Min. (see subdrain detail) 1 ,OVA. �.2 LlN, F7,-,q/eC9�M O4I� /540 . Non -perforated pipe 61 I 111 goy, eiP/PE 'cneCUMFERENL'L:. 0-6 �A Conc. cutoff wall 6"'key mto 3-0--{ F�-6-Tkey Into haturol ground natural ground ATYPICAL DETAIL SUBDRAIN CUT-OFF WALL SECTION A -A EB SUBDRAIN DETAIL - - - � _� :TERla C[5 /.1P4�4„YfE'• 'Px6 �70x%O WiYF ��4Lti B Gil 5z,:X � p0LJJp TOE OF SLOPE A Jlit 06" ,1 I Gv6 �° m,WrvF I ✓y N1� •X- L. ro A A' v I LNVtL LrrJE ��_ 2' 6" Q PLAA/ T%iYall N I. ....... _.. _..,. g,• GUN/TE TYPICAL DETAIL 3"emu~mac �`"r67�pxy/� wsv. F D SLOPE DRAINAGE SECT/O.c/ A -A 7•-O• I DETAIL D DETAIL C 7•_ p' ORIGINAL GRACE // A aR �/ INTERVENING A. a ✓ TERRACES Y'. I DETAIL AINT 2A I,IB q^ TERRACES CES �` � TGMDETAIL B- SECTION 1-1 E! .; k �; ✓ 6"GUN/TE gI 8'/6"Comic SENCWES REQUIRED IF NATURAL SLOPE IN OVF el- 63"-YY.POUT 50"o Z '!' —EXCEEDS ONECO VERTICAL TO FIVES) HURIZONTAL ,a v ;` SECTIGAI 'XX" I'° n TYPICAL DETAIL MIN. TYPICAL SECTION U VELOCITY REDUCER SITE BOUNDARY i—s - v- Maraca e^•nc.x - oc. qP1V NEEATURAL GRADE 4/I"uae✓ene7s-Bulldinq Eequlred)DRAIN E u Setback Foundation Setback Irr3 k -O jH d I Site H ^e m A d G IBoundary r I CUT SLOPE SLOPE FILL SLOPE PLAN sew OfsA/L Op REQUIRED SETBACKS H (feet) a" b C d 0-10 2 3 1 2 3 10-20 H/5 5 1 H/5 H/5 (3'mIn) Over 20 4tH/10WM H/10(5'min) H/5(IO`mox.) 11/5(20'rinoo * See Section 7011 for additional requirements. w a 151-011 Maximum FIGURE NO. 70 -A r--- -+. 5 CU, rr./UN. FL �— 4 No CRUSHED ROCK F" 5US-DRAIN r SHL/F/CAT/OVS ABOVE LATERAL LX?AlN I I— aEvcL//NG NOTES ALL PIPE 4" DIA. SHALL BE PLASTIC, TRANSITS OR ACCEPTABLE EQU/V WICRUSN/N6 DRAIN DETAIL S7Tt'EIVI OF AT LEAST 600 POUNDS PER FOOT. i 4uBORA/NS ourL A'A. FERF TO PA✓EO 7Z'.eeACCS T 2x7YP P/Pt 3uBD,PA/N Qe WNEREYCQ PO55/�E' / �g,6 BENL•N/NCT W EI'OP OBE AGOO 4" LY.d. NON P",c PIP,, LArERAL- 4, rIH,eHe° Ay I , PIG /s 7Yo AT A SFAC/N6 pF xo't QR AS DIRECTED BY SOILS ENG. O4R:VG .:2v�.: TI rW 9eLT PL AAI TYPICAL BUTTRESS FILL SECT/ON AND TYPICAL STABILIZAT/ON FILL SECTION NOTE: OM/T SUBDRAINS ON THOSE AReAS NOTeD AS ST/aPVL7zg77LbV FILLS. 3' !/NG 9' RECO'HPACT/ON TYPICAL SECT/O/V 6HEffA F I-IfY I 4.0. 4 �E. fL :: ' -+ r Section A -A Section B-B A SP94L7 :i�A7F0 /2"fNPA. Aa�aYmEa/,J E TL/E CUT 4X/A/✓TTiY E577/Nq TED yam/ OF UN5'U/TA6� MA7fiP/AL/ORC 1WR BENCHING TF/E CONTRACT0.2 $HALL ALLOeWe /,Zw771eMA%NH/SNL>BIo,- pl% U COA/STJPUCT .9" GUN/TE OQ CO.VC. !PITH IS x G X" /O x A /O "Ae ff /"/ ff-6/V A TYPICAL DETAIL TERRACE DRAIN Original Ground \ 4 Be 211 Cut 3' Conic or �; Slope Gunite.., 6Dx6° *lox #10 W. W. F. FOR STEEP TERRAIN Original _�--,—� Ground�� /2 ' I Slope �S°Concrete Or Gunite p W.t " 61 4 :T h 6 x 10x 10WWF FOR FLAT TERRAIrN B TYPICAL DETAILS DIVERTER TERRACE I CONIRAC'Y'ED EARTH LEGEND GENERAL NOTES 1z° Ti 41 B.W. BACK OF WALK 1. ALL WORK SHALL Bt DONE IN ACCORDANCE WITH THE EXCAVATION AND GRADING T.C.---TOP OF CURB CODE, COUNTY OF LOS ANGELES, AND ANY SPECIAL REQUIREMENTS OF THE PERMIT. F. DETAIL D L.---FLOWLINE TYP BERM AT TOP OF ALL FILL SLOPES TOP --TOP OF SLOPE 2. THE PROPOSED USE OF THE SITE COVERED BY THIS GRADING PLAN IS FOR: LOCATED AT eLQe OF PAD. TOE--- TOE OF SLOPE 5INGLE FAMILY RE5/4lENT7AL SUBGYi%S.�N INL.---- INLET OF DRAIN PROPERTY LINE --� PROPERTY LINE? 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 MIN a t i I I F. G. -- - - FINISH GRADE ON .4LGUST /b 1977, A, ` ' MIx TGRADED F.S. - - FINISH SURFACE DE rAI�E SWALE 4• THE GRADING INSPECTOR ( 213 97A-71(O4 ) AND SOILS ENGINEER DET.IIB -- SWALE HIGH POINT ( 714 5'4lo -/o b02) SHALL BE NOTIFIE 2 HOURS PRIOR TO COMMENCEMENT Ocxruuxc� -.--��-- ----------- PROPERTY LINE 0 HE —GRADING� I OPERATION. H CENTERLINE + D — ---- FLOWLINE 5. NO FILL SHALL BE PLACED UNTIL STRIPPING OF VEGETATION, REMOVAL Ol' a"- 1. COMMON., [SALE --�oo� -EXIST. CONTOUR UNSUITABLE SOILS AND INSTALLATION OF SUBDRAINS IF ANY HAS BEEN ( ) I% e" ov[e �' , -��- - PROR CONTOUR INSPECTED AND APPROVED BY THE SOILS ENGINEER. 11:; DETAIL CENTERPROPERLINE s� 6. FILL SHALL BE COMPACTED TO NOT LESS THAN 90% OF MAXIMUM DENSITY AS -- —DAYLIGHT LINE DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D-1557-70 T. TYPICAL Bloc TARDDRAIN♦OE+.�• - - SHEETFLOW 81RATE P- PAD ELEVATION 7. FIELD DENSITY WILL BE DETERMINED BY THE SAND -CONE METHOD A.S.T.M. F.F. - - ---- — FINISH FLOOR EL D-1556-64. IN FINE-GRAINED, COHESIVE SOILS FIELD DENSITY MAY BE De T.ILD PROP STY LINEG.F.- - GARAGE FLOOR DETERMINED BY THE DRIVE -CYLINDER METHOD, A.S•Z-M, D2937-7/, STREET B.V.C. - — - BEGIN VERT. CARVE PRD✓"✓-o 77147- NOT E.V.C. - END VERT- CURVE OF THE - REQUIRED DENSITY TESTS, UNIFORMLY DISTRIBUTES, ARE BY THE SAND s' 3' RI. - - - PT. OF INTERSECTION CONE METHOD. THE METHOD OF DETERMINING FIELD DENSITY SHALL BE SHOWN TOP OF SLOPE IN THE COMPACTION REPORT. OTHER METHODS MAY BE USED IF RECOMMENDED BY TOE OF SLOPE THE SOILS ENGINEER AND APPROVED IN ADVANCE BY THE BUILDING OFFICIAL. 30" 8. NOT LESS THAN ONE FIELD DENSITY TEST WILL BE MADE FOR EACH 2 FEET VERT- ICAL LIFT OF FILL NOR LESS THAN ONE SUCH TEST FOR EACH 1,000 CUBIC YARDS 3,1 e" CURB OF MATERIAL PLACED. e" ININ CONCRETEoR O ESTIMATE OF QUANTITIES GUNIIE REINIOrf II g. NO RACK OR SIMILAR MATERIAL GREATER THAN 8 IN DIAMETER WILL BE PLACED 'x'T WORE YE$. 'O/�'a COMMON SWALE IN FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED AND DRAIN MAY BY THE SOILS ENGINEER IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL. Se USED ,2L�GULA,P GR��/NG DETAIL NOTES 10. CONTINUOUS INSPECTION BY THE SOILS ENGINEER OR HIS RESPONSIBLE REPRESENT - use r R BI for fin OBSTRUCTION 1. A ex ovuxu u.olENr SMALL BE MAIN- CUT �CYS,) F/LL (fYS.) ATIVE SHALL BE PROVIDED DURING ALL EXCAVATIONS, FILL PLACEMENT AND COMPACT- U.[., FIREPLACES, STOOPS, YRLRB, ETC.) TNINED S"WEEN REAR OF SITE TO CURB ION OPERATIONS. OR DRAIN STRUCTURE 76Z, /37 2, 04.0 /¢5 UM 1 I$ RSTRUCT AROUND e. A I% MINIMUM FL DRAINAGE THE Rouee ra A aR♦INASe erxu cruse oR✓/e//'!O✓y P/0'CI� w//'.� 11. FILL SLOPES SHALL BE NO STEEPER THAN 2:1, UNLESS A SOILS CERTIFICATION IS THE STReEI. SUBMITTED IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL ALLOWING A ]. ANr YRADIENT $BEATER THAN e% THAT U/r/t' P 9iY-�/I[9 — 259, 8B6 STEEPER SLOPE. CARNIES YARD DRAINAGE SHALL HAVE PAVED SWALE DN 'V' DRIVEWAY. • No oTRODOF DRAINAGE OVER SLOPES IS PER- TOTALS 752, /d7 /, -790, Z 5 9 12. FILL SLOPES STEEPER THAN 2:1 WITHIN A GRADING PROJECT LOCATED NEXT TO S. FOOTING DEPTH$ MAY SEGUINE ADJUSTMENT UNDEVELOPED AND UNOCCUPIED LAND INFESTED BY BURROWING RODENTS, SHALL Due TO ADJACENT DRAINAGE DEVICES. BE PROTECTED FROM POTENTIAL SLOPE DAMAGE BY OWNER INSPEC77NG SLOP65 F1<N/OD- {' 12-�I �4' e4'1y RAQEY/DENC6 OEgURe0W/N,!lZ cViS,,,ITT.VE 9E5TEY/1�EGiSC'E OFTNE/.e GRATE GORREG T/!/E GRAD//Y G L) 57sNCE 5VALL EMPLOY AN Ea ,el- /AWnW OZ 74151 JP£MO yA L 1% ASBCBTar C1 BUTTiPES5E5', P4V O✓ER -CXCA✓AT/aV, . 13. CUTS SHALL NOT BE STEEPER IN SLOPE THAN 1 1/2:1. MENT, 91TUMINIZED FIBER, ON CLAY—CHAMES IN DIRECTION $HALL UBE FITTINGS AS NE aUIRfO FOR WASTE PIPING. REMO/'.9LS /, 000, 679 CTS, 14. ALL CUTS SHALL BE INSPECTED DURING THE COURSE OF GRADING OPERATIONS TO 71 INSURE THAT ANY LOCAL OBJECTIONAL CONDITIONS CAN BE RECOGNIZED AND " CONCRET9 CORRECTED. 4 v A LIP ra eaoO aa. FT ♦Ru, R" MIN 15. PR/OR 70 /SSCIANCE OF,!//LDjN* O6CM/75, A SOILS ENG/NEE,e/NCO 4£ --W4L4 OVVER1 e000 so. IT. AN E.', AS 0ESIGHED BUT a- WIN BE SC/BM/T7GD dV 77IE EXFi0N5/yE P.fVPE271E50F50ic5 (A5 SUW SL✓LS ,ORE DETAIL �_ 2)Ei7NE0 9x Bp/LL7/N6 OaDE SECT/ON 2So4(6))dv 4LL BU/LO/NU 3/72F5• THE YAMS CATCHBASIN RER7QT SHALL BE $UPfrJ,E'7ED E/',y.'Ff/GFJyT 7E5T ACNl TO..Escl`I 7&_-.-INZL1145./F TYPICAL FINISH GRADING ",CNIAsIYE SU-3 XAM RV/ND M EX/ r OC4 AT L770,M5 AND A'AZA'5 ,41AFLY 7n fA;II fa/RVFESTiEY/C7L ZRZFA��T I'VeLLZe' F-L10 QEE✓=//NG 7ArEG3TEC75 GY' D/ACEEEM/AL AIO!'EA1O✓r5 OG $!L5 5c/PRTPT/NG SIaI: relleI CONSTRUCTION NOTES 16. PERIODIC PROGRESS REPORTS WILL BE REQUIRED DURING GRADING. A FINAL REPORT FROM THE GEOLOGY CONSULTANT WILL BE REQUIRED, APPROVING ROUGH GRADING, FOR PAVED DRAINAGE DEVICES PRIOR TO APPROVAL BY THE GEOLOGY SECTION FOR ISSUANCE OF BLDG. PERMITS. I. APPROVED MATERIAL FOR CONSTRUCTION OF DEVICE IS EITHER 3" CONIC. 17. THE PLANS OF A DESIGNED IRRIGATION SYSTEM FOR FULL COVERAGE OF ALL WITH No.4 BARS LONGITUDINAL AT 24"ON CENTER WITH No.4 TIE BARS AT PORTIONS OF THE SLOPES SHALL BE SUBMITTED AND APPROVED PRIOR TO ROUGH 40"ON CENTER OR GUNITE WITH fi'X fi'-'IOXWIO WELDED WIRE FABRIC $MUCTL/RES> M/$C. GRADING APPROVAL BY THE COUNTY INSPECTOR. (W.W.E) OR APPROVED EQUAL. Sr''ruc t4/G 'A' /50/7 LF 3"min. Conc. �'., . 2. INSPECTION OF GRADED SWALE IS REQUIRED PRIOR TO INSTALLATION OF Structur'c 'B' /, /oA9 L F 18. FINISH GRADING WILL BE COMPLETED, APPROVED, SLOPE PLANTING AND IRRIGATION or Gunite fi'xfi - IOx 10 W.W.F. THE PAVED DEVICE. SYSTEMS INSTALLED BEFORE OCCUPANCY NBUILDINGS. S E T RRA E DR 3. THE GRADED SWALE SHALL BE PRE -WET PRIOR TO PAVING. D' ,E' 2, 777 L F Y C 4'. PAVED DEVICES BE CURED WITH A MOISTURE LOSS RETARDANT. SBrF 19. SECUREPERMISSION FROMTHEEROADDEPARTMENTFORCONSTRUCTION, GRADING /7 44. AND/OR DISCHARGE OF DRAINAGE WITHIN STREET RIGHT-OF-WAY. Are s7xur rAr/FR. A'E.Sws Y' O" " " 'G / Ea. MR C'PVlT W/n ,N ABr aiM ---� L,� SPLASH WALL DETAIL " 'A"IROLr 20. SEPARATE PLANS FOR TEMPORARY DRAINAGE AND EROSION CONTROL MEASURES TO /2"CG00"VedeivI 2J8/oL.F. BE USED DURING THE RAINY SEASON WILL BE SUBMITTED PRIOR TO OCTOBER 1. .. ..: ASPHALT COg7ED l .Pemo✓e e./staay Owed LbWa,z dW, 141111 THE CONTROL DEVICES SHWON ON SAID PLANS WILL BE INSTALLED BY NOT LATER .. .T^-,�- OW.4,99)✓m EQUAL- stnc . . fv/+e A 43O'I, [ THAN NOVEMBER 1 AND MAINTAINED IN OPERABLE CONDITION UNTIL RPRIL 15. r-yJNr Ca r4'/twrr.-v ♦ 2 CLY/RSES r4 4 CA446. BLOCK- 6. ALL S. ze/xrYI' -,fI 3yJ/icf✓re E' / / 21. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR y Z`4C LfNpTN AS NOriD ON �y,$N5. GVAI /I �/L -%�'rf Lk,SY/1[YJ s„6d - 6- s F STRUCTURES SHOWN ON THESE PLANS ARE OBTAIN D B A A SECTION .vast.• cIWSDDta/criOV scoPE o/ FAA/S a C6 SNA[1 �/7sFj JF PLR 4.4.CmN)y AEMa Lir? i ;c, PLOP 61-0/ R.O. W. I L - I i PLAN n PARKWAY DRAIN DETAIL (r EG AT 9/OEYARO i 31� CvrR. TC. GAR. F.F- F,F _�--_— -,/N GR. --•,DOUGH G4AOE LE✓EL 0 5' PaeLOW T.C. BRAS SHOWN ON GRAD/,VG PLAN TYPICAL LOT ROUGH GRADE RL`MO✓E UNSUITABLE , MA 7E,PIAL MAX. -SL I - �r/ 7 F ��_ LEVEL (sJP.'40E i -- Ir- I I I \ I f7N/5HEO R40 . 1 � �I � OVE2FXCq ✓ATE � ,G1 ��CC,,ppL=cdMFPtET �rL1LLLu '11 Ile ✓� 1 TYPICAL PAC) OVEIZ - EXCAVATION ®DENOTED Lo"r3 (LEgU101JG OVEll ?I RecomrR ION /vane 546 Z. 4'f?Ir'Obttzoa E Y SE RCH OF THE AVAIL- suedrorNa !u,,/42[.P kiLcYt~�s F.iUi AG,•hiiy/ ABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING .^wCdirm 4B40r, Cv C°"/"�°Ld"s'� UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED 22�L /` TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINE SHOWN O"ConyvR sca!a'ns/is; 57BV. AND ANY OTHER LINES NOT OF RECORDS OR NOT SHOWN ON THESE DRAWINGS. THE C4r'%°i65✓��rA �'r'M�n'r/9!4�'°'� CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILTY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAW- INGS. 22. THE CONSULTANTS SOILS AND GEOLOGY REPORTS ARE A PART OF THE PLANS AND SPECIFICATIONS. • 23. THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE UTILIZED AS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID TOPOGRAPHY SHALL BE PRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS A DEVIATION IS FOUND PRIOR TO THE START OF GRADING IN ANY SPECIFIC AREA. ANY DEVIATION SO DETERMINED SHALL BE TRANSMITTED TO ALL INTERESTED PARTIES. uuLCSs S.vpwN OTHER'W/5E ON PLAN 24. ALL WORK TO BE SUPERVISED IN ACCORDANCE WITH SECTION 7014 OF THE LOS ANGELES COUNTY BUILDING CODE. 25. PROVISIONS SHALL BE MADE FOR CONTRIBUTORY DRAINAGE AT ALL TIMES. ELfY 6#0WN /I 26. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, -,--1 - INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER I HARMLESS FROM ANY AND ALL LIABLILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLir,FNCE OF THE OWNER OR THE ENGINEER. ,3 2' OBTAIN SEPA.QATE gPPRO✓AL FiFiav7 COUNTY R090 DEPA4TMFJV7- FOR CQNS7YUCr&W WirNiN TREJR R/GNT O w4Y. IC ZO. ALL CUT � FILL SLOPES WILL BE P",V7FO W/TN AN 4,I`t D GROUND COYE.P AND PWOV1DED W/TN AN /RR/C�•4noN 5 r3TEM q5 sOLW AS PRAC7YcgL AFTER AT�fSN GRAD/NG. /N QO .4=N& V 7D T//E 0AI:VNO etI W^1N SN,QUB5 �D ATMFf," "apy ERS _� AT F/NpF QV BOTH WA/'5 ae mirE 5510ED AT POFr dV GEMF,e BmN NJSIS, O2ANEgUIi,44e Vr CeWASWA7XJN 7,YEREDF SHALL FE/N3TA4460 ON ALL SI O AI /3'FT• W f1*WT. 29 Aelae 7O COMM ' DIMENSIONS A S C D 40' .17' 2.3' 1.a 361 .21' 2.4' I,6' 34' .25' 2.5' 1, a C,COMRACTEZ) FILLS MUST JBe BENCyEo /v7b $r/?ABLE T HATER/AL AS OETERM/NEB /O• TYP, 19Y 60/L5 ENo/.VEE.P. THIS APPLIES 4W,0,6p ALL FILL$, N'2 Minim COMPLETE CUT SLOPE B.Q/OA? TO START/NG FILL. .DEMO✓E ALL TOP50/LA COLLG/✓iUM ANO CPEEP MATE,Q/AL FROM TIPA/V9/T/ON, COMPACTED FILL OVER CUT SLOPE OWNER GEOLOGIST SOILS ENGINEER W19afhe/field //0/7700 9,57 NI¢d47// � Assoc. Inc. S-E. /'/cdc7/! 4`' Assoc. /� zr3o E. Qth Sheet 2/G'8 O /1a7Lhcrway "97` Z/GL3 S. h7 lhI Sf SL7n7[L7 Ann, C7 92705 gan?c7 a5xr, C'a 9?707 gLrT71q Ana, CQ. 90707 1 IW,) 549- 39,67 (`7/4,) 54a-6a02 ('7/4-) 546 - 60OZ G/¢'h Breng/e' A5;11 Ml'7LCh¢'// -- — .ace: NsRMS - -- C .dE N! 96S La c ENUN6 GRAD/NG OFi�.Qg7yON5 /NFAdL}/Ya .,C CdVTRAC70R MUST �j OBTAIN A PERMIT 7D OFi':PA78 EpuipMEM" iRaM 71V . lRE L r 4RTMENT; (%O 3.1. ROV6AI GRADING MUST BE AA)gRO✓ED BYA F/N4L GEOLO6Y4N0 SOILS ENG/NEEe- �' V /NG REPORTAND AN 4S B02T GEOLOGIC AtI MU5T AF /NCGUDEO /N 77L ,-MW c� Q GEOLOGIC REFt7.¢7'.FlBN7/7Tm 7D 7W COUNTY GEOIO6/C SEC774VAMIF "k",w .vie J/B4M°NT.(/LY /NGL40IN4 REFlPA!73 APE ,PEOUAPEO Awo slol 5E S!/BM/7J-Eo g4 7D 7X/E CD4/NTY 1#,SZ2 s7; IZ. GL90/Nb Pli0N5 /YJL/ST BE S/CF✓1rE0 BJ/ TA/E BYO} E�}r4/NGE,P An'O ENq✓NEE.2/N4 r°Y`OL ln/ /` /II 7D IS,.4'gLa•Iyq APo,�✓.GL. O ?B OENS/TY 7f9S5 WILL 6e Mggr fr PLIWIS -wsn LYIAe Ar ONE %v7 BEL°W 7Nc iLt TYPICAL_ ST1zeET PPO FC/ rX'-m�$L�FALE 6Y 71 M156V_Cn(! 7ZST AAC EIC4 cYjO 3m A/CE AEa7 Oi 1ZOLU G H G RAID 1 tJ Gt /� OYGRALL TEN:r �� st e`fcE 'p' Z63 7X'.IN a ,e- Tarr AI "CW /O li PE,Ss,;, L: - TRACTnF 34: TyE F/✓CA/NSF-.Q A/LS3T SET (y�OG)t 3yaCES /S-'!B .DLL O.P6N./gE GiCY/GE"' r�- ANL7 AS7AUN INS/ C7/qN 96,svu�L•..L �t/',C/Nlp. V- VIGI N ITV Mph G'1 O -57 4,QT/ATG /DATE /VA Y /976' JA N 2 S 1980 SEE SHEET N- 2 fOR PFf�JECT INDEX � CO/7PGFT/DIY GATE sE'PT 90, /97B 1 HEREBY CERTIFY THAT THIS GRADING WORK WILL BE SUPERVISED IN ACCORDANCE WITH SECTION 7014 OF THE LOS ANGELES COUNTY BUILDING CODE. REGIS,T RID CIVIL ENGINEER GINEER NO. ,;•: 4 Z DATE (-11 11 REVISIONS TO PLAN PLANS PREPARED BY /�' /71. /1 / A / !--) / /L /( / PLAN CHECK No. C, G-7-78 - 67e4DE,PEYi5/ON-T,P29053 -- 6,`1174"B O A / /� / Y /"C� A / �/ PERMIT No. 7-/?-78-AODeo FINAL TO EL2Y. -ALL PLAN 6NEETS TIC A' If I All n� JOB ADDRESS: 7-/3- J8 RE✓/S Z LOTS W,(`Pr ,9, 3A, 43 -T 5,Y7�4 1 it 2?8-78 REV. 52Y. fND NAWKW000 57 - SNT. AltG consolidated, inc. / /-25.go qaO yn.Fp pcgeJS LnTS A-6a,84, 85, gg 90-93 - SYTA4N.m,- ✓ A ) /' / �//) / I VTN W.O. No. 304�'-Io ENGINEERS ARCHITECTS PLANNERS D CA,29053 -/,,, SHEET OF 1f0 N11 MPIriDIIRVIxI. UDIpWIA 9riM DUI U).)HM (-) > CI A7E/,C-AL (3ELOUNO C04:/N/l{s7 Sf AGUJ✓/UM 'e "MOI/4L FF,e SO/GS ENG. G'^ %"MIN CQ035 CMO SBi-17i` qV GRAOAT/0I:' 6 "D/q. AS'PNALT COA7E0 3/0, BO-93 VIA 66.65 �B" RO�✓Eo c� L JVr77 MN /G PC,QfO,Q.QI"i.�/5 '�/8" X/O 40- 67 OrA. /'ER L/N fT 4yB0/TOv/ 0AV /5'-4D 40 o CFP/PE URCUMfERE/.G'E */00 0-26 99?00 6-5 H TYPICAL DETAIL SUBDRAIN B F--i Compacted fill 'I Discharge to natural I Original ground line watercourse or approved droinoge device I \� A � �-2%,Min. - � •. 12" Perforated pipe 12' Min. ^� (see subdraln detail) Non -perforated pipe �6�� -CDn C- cutoff wall A SUBDRAIN CUT-OFF WALL DETAIL fC OFT@<tdCE I /,/ 3'�u✓ %OW (o"/ _ a /O WM, -� ,rcren cc ardYN4:" 0 ��A u B sec Jp L/✓B`J Pd� sto I ��- JIB MIN. Lf� PL AA1 TYPICAL DETAIL SLOPE DRAINAGE 6"A'Gr ( rrly SECT/O.V f3-f.3 .3'4UA//TE C E G".r6��/oxiO/O W.W. 5ECT1o1,/ A- 4 DETAIL D DETAIL C� ORIGINAL GRADE / �/ INTERVENING a' TERRACES I / 2:G\INTC 11A IDETAIL A RVE N I NG TERRACES DETAIL B- SECTION 1-1 BENCHES REQUIRED IF NATURAL SLOPE -EXCEEDS ONE(I)VERTICAL TR FIVE(5) HORIZONTAL TYPICAL SECTION SITE BOUNDARY NATURAL GRADE PaIVERTNR DRAIN S required) dation (back CUT SLOPE REQUIRED SFTRAfKS FILL SLOPE H (feet) aAt to C d 0-10 2 3 2 3 10-20 H/5 5 H/5 H/5 (3-min.) Over 20 4+H/10'" H/10(5'min)H/5(IO'max.) H/5(2Vmox our oecnon ruu Tor aaamonal requirements, * s 15'-0" Maximum FIGURE NO. 70 -A r--- 5 cu v,T/u v FT �-- 4 A, N0.2 CRUSHED ROCK PER SUB -DRAW r SPEC/F/CATIONS ABOI/E LATERAL AMIN I—BF/VCLIIMC? NOTES ALL PIPE 4" DIA. 594LL BE PLASTIC, TRANS/7E OR ACCEPTABLE EQ411V W/0RU59/N6 DRAIN DETAIL STRENGTH OF AT LEAST 600POUNDS PER FOOT. 9UBORA/NS OUTG ET �� Ta PAVED 7fA:PACCS s WNEREVGR PO55/BCE / RA. RR` F. a W yIPP oJE PLY` I4' fld11 Ap I �� Pion /s -gee / 9EE PL 4A/ TYPICAL BUTTRESS FILL SECT/ON AND TYPICAL STAB/LIZAT/01V FILL SECT/ON NOTE: OM/7' SU80p V'Ve, ON THOSE ARCAS NOTeO AS STAB/L/zA7/ON F7LLS .,6 ryP� P/Pc 9UBORA/N �BENCNiNG }HOYA. NON PERF P/PE LA?ERAL. TYP AT A SH7c/NG CIF 2v0't OR AS DIRECTED By SOILS ENG. R/G3 L� SCC PLAN r- 3EDG PZAU /3L '/NG 3' RECOMPACT/ON Natural Concrete Cut-off wall 6°key Into �_3-0-4 6 key into hatural ground natLral gro,/nd S ECTI ON A -A 3" GU N /TE - 1� ^ek6%Ito. i0 W/iWf /I \ TOE OF SLOPE iJ �6" GUN/TE �•� IT) p•-g^ Lm m _j (9 6' 0 I h �.......__.3•. GUN/TE 7- 7'_ 0„ M / G"G UNITE- r°I B"s/6"GONG WWF 2'-6• 3"-GROUT SEC//] SECT/On/ 'XX" TYPICAL DETAIL U VELOCITY REDUCER 1— e - e,RrN B.NLV >4 dAR ONw ra L JN[(pep a"ac.x a-ac. V4"di.AGO s-*aevn. rove. aGNAW0�*A/N- PLAN sar arsMLp �r-AFF FL b'��,14• A a A46w5 a a ..� W.W.F, L" M Section A -A A5,P11447- %F�/rL�MPO,QA O{�f11E(.'rV9ieat Ian B-B E DOWNDRAIN INLET STRUCTURE colv.57-RUCT 3" GLUIV/TE OR COn/C. WITH G x G i0' /O x "/O W/QE /"IE.Sf-/ A TYPICAL DETAIL TERRACE DRAIN - Original Ground BN 60 \ \ , 3 M/ _ 3" D. 3' Conor gI Cut Gunit 2 ite lope/ 6" x 6" *lox 010 W, W F. FOR STEEP TERRAIN I Original Ground II OBI 1 /n , 1 Slope 3°Concrete or Gunite With 6"x6""IOx" IO WW.F FOR FLAT TERRAIN B TYPICAL DETAILS DIVERTER TERRACE Or ounrte • Iv ar. X 1. n 20' TERRACE DRAIN SECTION 167EZNA7E1 I / ISPI/AT COATED le, ORAyRUVm YleL Nore. etv r rcrl v OF r 15 ar✓IC4 SN4/L W� i I I vIIT- h� 1 L--J�'+--- I PLAN -- - -- -- ' PARKWAY DRAIN DETAIL /4'M/N.- ,,jj-- J ROUGfI GRADE I til AT s/OEYALQO I G4R. Tc. E vV GAR. fF �(Pl, y10 6' b' F,F, /O' p D THE CUT 4XJAA7_17Y ES77MgTE0 A/ERCON 190E5 N07 /NL'LUOE REMO✓AL OF UNSU/TABG E MA7E,P/AL OR CUT FOR E5T/MATEG77/ESE /TEMSAQN00 MA,(EAN I� A LL0W41ycEFOA?771,5M/1vH/5 HIo. eltlj 1 .P[�MOUE ySJ REPLACE A5 Cb/'/PACreD F/LL IYP/CAL. SECT/O/./ 6HE7q 2 l/Ey 12" coMRactED EARTH LEGEND GENERAL NOTES -r I B.W. — - BACK OF WALK 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE EXCAVATION AND GRADING DETAIL D T.C.---TOP OF CURB CODE, COUNTY OF LOS ANGELES, AND ANY SPECIAL REQUIREMENTS OF THE PERMIT. F,L.---FLOWLINE TYP, BERM AT TOP OF ALL FILL SLOPES LOCATED AT REEJI¢ OF TOP ---TOP OF SLOPE 2. THE PROPOSED USE OF THE SITE COVERED BY THIS GRADING PLAN IS FOR: PAo. TOE— - TOE OF SLOPE SINGLE FAMILY RE5/dEN77gL SUBOiI!S/oN. PROPERTY uxe -� INL.--- INLET OF DRAIN �/ e INV.— INVERT OF DRAIN 3. THIS PLAN CONFORMS TO THE TENTATIVE SUBDIVISION MAP CONDITIONALLY t } + +/ MIN. s G.B.— — —GRADE BREAK APPROVED BY THE REGIONAL PLANNING COMMISSION FOR TRACT NO. 29053 F. G - FINISH GRADE ON gL�UST /6, /977 OEYAn.[ s'Nix D -� F,S.--- FINISH SURFACE PEniL° -GRADED SWALE 4. THE GRADING INSPECTOR 213 974 -71(04 <txreRElNe ''� -- -� ) AND SOILS ENGINEER �!- t -- � - --- SWALE HIGH POINT ( 714 54,o-61s02) SHALL BE NOTIFIED 2 HOURS PRIOR TO COMMENCEMENT + ° -- - CENTERLINEPROPERTY OF T E G DING OPERATION. + x 11 D — - -- — FLOWLINE 5. NO FILL SHALL BE PLACED UNTIL STRIPPING OF VEGETATION, REMOVAL OF o"-a" COMMON SWALE F. — - EXIST.CONTOUR UNSUITABLE SOILS AND INSTALLATION OF SUBDRAINS (IF ANY) HAS BEEN oveeo I2"_-- PROP. CONTOUR INSPECTED AND APPROVED BY THE SOILS ENGINEER. 4M.--- PROPERTY LINE Df1AIL DETAIL G CENTERLINE 6. FILL SHALL BE COMPACTED TO NOT LESS THAN 90% OF MAXIMUM DENSITY AS TYPICAL noE YARD DRAINAGE DAYLIGHT LINE DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D-1557-70 T. ?Ate - — - SHEET FLOW d RATE P- -- PAD ELEVATION 7. FIELD DENSITY WILL BE DETERMINED BY THE SAND -CONE METHOD A.S.T.M. F.F,---- FINISH FLOOR EL D-1556-64. IN FINE-GRAINED, COHESIVE SOILS FIELD DENSITY MAY BE REr.IE P MOP NET uxf - GARAGE FLOOR DETERMINED BY THE DRIVE -CYLINDER METHOD, -4 ?'M. 000?7-7; STREET G.F.- — — B.VC. — — — BEGIN VERT CURVE P.@^✓, rn 7HAT Mar 1AS -, hA E.V,C.-- - END VERT. CURVE OF THE REQUIRED DENSITY TESTS, UNIFORMLY DISTRIBUTEa, ARE BY THE SAND 3 5 PT. OF INTERSECTION CONE METHOD. THE METHOD OF DETERMINING FIELD DENSITY SHALL BE SHOWN TOP OF SLOPE IN THE COMPACTION REPORT. OTHER METHODS MAY BE USED IF RECOMMENDED BY 3D" I TOE OF SLOPE THE SOILS ENGINEER AND APPROVED IN ADVANCE BY THE BUILDING OFFICIAL. 8. NOT LESS THAN ONE FIELD DENSITY TEST WILL BE MADE FOR EACH 2 FEET VERT- ICAL LIFT OF FILL NOR LESS THAN ONE SUCH TEST FOR EACH 1,000 CUBIC YARDS OF MATERIAL PLACED. ''"'" `°"`"`T` °" ESTI MrTE OF QUANTITIES au WIT REINFORCED 9. NO RACK OR SIMILAR MATERIAL GREATER THAN 8" IN DIAMETER WILL BE PLACED WITH eRe-»Io/Ar IO COMMON SWALE - WINE WES. IN FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED a DRAW NAY BY THE SOILS ENGINEER IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL. as USER ReGULAR GHP�O/NG DETAIL E NOTES 10. CONTINUOUS INSPECTION BY THE SOILS ENGINEER OR HIS RESPONSIBLE REPRESENT - vat Yon Blot TARP ooersucrloM I. A t% OVERALL GRADIENT xT SMALL et NUR- car (ces.) /Cl (CYS.) ATIVE SHALL BE PROVIDED DURING ALL EXCAVATIONS, FILL PLACEMENT AND COMPACT- n.t.,at FOR FIREPLACES. °YARDS, WALIM.OBSTRUCTION erc.1 AA9% BETWEEN REAR or ALL t OURS OR DRAINASE STRUCTURE. ION OPERATIONS. 2. A I% MINIMUM ILOWux[ It REQUIRED AROUND 76-2, /37 2v 040J /45 THE STREET, ro A PRAINAOE sraucruac OR F.//o/.-moo,✓/, P7aC.d AM::b 11. FILL SLOPES SHALL BE NO STEEPER THAN 2:1, UNLESS A SOILS CERTIFICATION IS AN[ SrAOIE SUBMITTED IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL ALLOWING A s. ANY SRaoa Nr Suar[R THAN e% THAT U/71 /' 2 9ia✓in9 - 259�BBLi CARRIES YARD oRAlxaoe DELL xavt A STEEPER SLOPE. PAVED SWAL9 DR "I DRIVEWAY. R MR Roor DRAINAGE OVER eLores Ie PER- MITTED. TOTAL 5 , 752, /37 780 Z59 12. FILL SLOPES STEEPER THAN 2:1 WITHIN A GRADING PROJECT LOCATED NEXT TO e. roOTIM9 DEPTHS MAY REQUIRE ADJUSTMENT UNDEVELOPED AND UNOCCUPIED LAND INFESTED BY BURROWING RODENTS, SHALL Rue TO ADJACENT oauNAac OEvme° BE PROTECTED FROM POTENTIAL SLOPE DAMAGE BY 0WNE4 /NSPEc7,-?✓u S;VPbS grejgp_ GRATE CORRECT/!/E C4CLY C./PfJO//V G Eks7dNCE ysAGL AT 73/E9e'T'L'yroE;yC'c OFT//E/Q , I �° EMPGO/' AN E�'7E,pryJ/NA723Q fae TyEJ,G ,p,�gyJcYAL . 9UTTA'ESSES� PAo O✓ER-L'XCA✓AT/oN 13. CUTS SHALL NOT BE STEEPER IN SLOPE THAN 1 1/2:1. CLAY —CHANGES rGES r, aDIREC IION FIBER, AR / curNGS A S R Q DIRECTION SMALL PIN REMOIxgLS / 000 to CYS. nmxss As REouueo FOR WASTE rIDIxQ. / J 14. ALL CUTS SHALL BE INSPECTED DURING THE COURSE OF GRADING OPERATIONS TO D'RONCR[T[ INSURE THAT ANY LOCAL OBJECTIONAL CONDITIONS CAN BE RECOGNIZED AND CORRECTED. ur To soon $a. IT AREA,R" MIx 15, PR/Gl-P 7b /$SLL4NCE F�gL.p7NG O6fMi75, A SOILS ENG/VEER/NG 4EFb,¢TS✓gLL soon -°Roo ea, rr AREA, $ a" MIN O OVER e000 So. AT. AREA, AS DESIGNED BUT °• MIN, Rr SaAW177E0 Q•V Tt/E ENf19NS/yE PAY/PER77E5 OF$q,Gs (AS SUW Sa'LS DETAIL F rARa um..ASW DEFINED 8Y 84'1 We' aaCldr SECT/ON 0064(6))ON 4" SSI 7 5/7E5, T1 .PERJRT SF/.4Lc &_, SVpAne7E0 6,v -1 7r/LiVT 72ES7" AETA To .,EFT/FY 7.VEA7NDiN45. /F TYPICAL FINISH GRADING/YE -50145 A1eZF idINO 7D EX 3T AT LOCAT/oNg ANO 13F 6 UAE<Y 7U 4FFECT fL77/CE 57'XV/ 77IA;E51 Zy'F sx�-C/!/C .PECMIMENLW770N5 f21e PE'5/571VC7 7t/EriZEC/5 G)c' D/FFEeEi✓71AL M.lJ'<1 f15vn5 OF y'}i/L5 SUPFLieTiiy6 Sr,ea c71 Jne �. CONSTRUCTION NOTES 76. PERIODIC PROGRESS REPORTS WILL BE REQUIRED DURING GRADING. A FINAL REPORT FOR PAVED DRAINAGE DEVICES FROM THE GEOLOGY CONSULTANT WILL BE REQUIRED, APPROVING ROUGH GRADING, PRIOR TO APPROVAL BY THE GEOLOGY SECTION FOR ISSUANCE OF BLDG. PERMITS. 1. APPROVED MATERIAL FOR CONSTRUCTION CENTER DEVICE IS EITHER 3N CONC, 17. THE PLANS OF A DESIGNED IRRIGATION SYSTEM FOR FULL COVERAGE OF ALL WITH N E BARS LONGITUDINAL AT 2a"_* CENTER WELDWITWI TIE BARS AT PORTIONS OF THE SLOPES SHALL BE SUBMITTED AND APPROVED PRIOR TO ROUGH 48"ON CENTER OR GUNITE WITH fi'X fi'-"`10 XNIO WELDED WIRE FABRIC .ST,PC/CTURES �M/SC. (W. W.E) OR APPROVED EQUAL. 5r,-Uc Lore. A' ,6017 2. INSPECTION OF GRADED SWALE IS REQUIRED PRIOR TO INSTALLATION OF SYructurc B' - [.F GRADING APPROVAL BY THE COUNTY INSPECTOR. THE PAVED DEVICE. !645 L.F 18. FINISH GRADING WILL BE COMPLETED, APPROVED, SLOPE PLANTING AND IRRIGATION 3. THE GRADED SWALE SHALL BE PRE -WET PRIOR TO PAVING. C 466 L F SYSTEMS INSTALLED BEFORE OCCUPANCY OF BUILDINGS. 4• PAVED DEVICES SMALL BE CURED WITH A MOISTURE LOSS RETARDANT, " .E� ?777 L.F 23-E4. 19. SECURE PERMISSION FROM THE ROAD DEPARTMENT FOR CONSTRUCTION, GRADING f 17 Ea. AND/OR DISCHARGE OF DRAINAGE WITHIN STREET RIGHT-OF-WAY. wl SPLASH WALL DETAIL ` " " k' /?O LF 20. SEPARATE PLANS FOR TEMPORARY DRAINAGE AND EROSION CONTROL MEASURES TO o/rp.-a rd cgUQ/ 2JB/v L.E BE USED DURING THE RAINY SEASON WILL BE SUBMITTED PRIOR TO OCTOBER 1 . .Pemove ss.'s�/eg y Lbuvredip/it /309 L. F. THE CONTROL DEVICES SHWON ON SAID PLANS WILL BE INSTALLED BY NOT LATER 430C.F THAN NOVEMBER 1 AND MAINTAINED IN OPERABLE CONDITION UNTIL APRIL 15. K P caUNses C:r'E'r/G'CONC. ,. Yc/ocrfY •Cer 3 Eq. l COOR6e B UrA/b" CELL. GLoc.r- eAour ALL ccccs. L6LOCKLOCATi-GSOU AL CELLS. 21. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR LiNOTN A5NO7YDON/Nq,yg- LOCATION AS SHOWNONPLAN. 4/j(q_/jrf'E 5465F STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAIL- 4"fF1Y' E'l72'✓!rL9� $!!b,/ 6dL 3 seoPE F/N/gN SURFACE /�/Wf/ f ABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING TdvAlAce LxsarN, BIB`xdhx�nF.:?�i.ifa;4i/o,' 404�eF UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED �rL TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINE SHOWN 7�LAND ANY OTHER LINES NOT OF RECORDS OR NOT SHOWN ON THESE DRAWINGS. THE .F Conyv7A sr,Ldn,ie �aYii-MoYrr/q;' s4,G3�eF CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILTY FOR THE W UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAW - CD INGS. Q 22. THE CONSULTANTS SOILS AND GEOLOGY REPORTS ARE A PART OF THE PLANS AND SPECIFICATIONS. 23. THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE Q Z UTILIZED AS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID TOPOGRAPHY A LA.I SHALL BE PRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS Z 1 A DEVIATION IS FOUND PRIOR TO THE START OF GRADING IN ANY SPECIFIC Q Cn a- AREA. ANY DEVIATION SO DETERMINED SHALL BE TRANSMITTED TO ALL INTERESTED T oT E�W10,f? � PARTIES. 0.V PLAN « W 24. ALL WORK TO BE SUPERVISED IN ACCORDANCE WITH SECTION 7014 OF THE LOS a O o 0 ANGELES COUNTY BUILDING CODE. A ABC 25. PROVISIONS SHALL BE MADE FOR CONTRIBUTORY DRAINAGE AT ALL TIMES. F!� i ECG✓ 5/xvWN /I ¢ LzAa 26. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY C_V Z FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, ' 0 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER O HARMLESS FROM ANY AND ALL LIABLILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 77 5.s a FROM THE SOLE NEGLTGFNCE OF THE OWNER OR THE ENGINEER. OWN.s s' 3P q, 2', OBTAIN .SEP,ERATE APPROVAL FAti'v/ COUNTY. ,QGlgp C)Epip.Q7JUjFiyT /RJR I�W CONSTROCT/ON WlrN/N THEJR R/GMT O All ALL CYIT k F74L $LOPES wlL BE PL4N7Eo W/TN AN 4PPRoYEb al4,/VO !O✓ AND fWDV/L]ED W/7N AN IR,RiG4 T10N SYSTEM 45 Soa'V AS PR4C77COL AIMR R4UG// -TIN 5R. G�'/-' --` ` p�TA,F �� 9".D7A% /N ADO/77ay 7p 7%/E a ELWNO tf 9Y" PIgM/s� svRUBS _ 9I ATA9q,' ON�V7E,pS /°Io MIN .POUGH _ JR� Q T-��9 OFQ LY4Tf/ WA/'S OR 7REE9 3"1 AT 20A7' cW ,E^7E,Q Ba'77,' yy!� D.eANEgU/yALEyI GPAOL` f'AO ,IAA O :;AWB7NA7HJN 7,yEREO� SHALL BE/N57.4LLE0 aN ALL SCOPES gvER /SfT IN NEKaNT, .POUGf/ G,pAOE GEVEL F/N/5HED PAD ,� � f'� o. 3' 0-LOW T.C. ERAS OYG:P�XCA✓/i TE 3HOWi' ON G.P_AOING PLAN 3r TYPICAL LOT ROUGH GRADE 'Remove UNSUITABLE IW4 TE.P/AL T TYPICAL PAD OV EIZ - E'XCAVATIO N pC ") ?R/OR 76 COMMENCING GRADING OPEpA770WS Cay7R4C7DR MUST CB7A/N A PERA7/T 70 OPE,P.4TE EQU/P,yEV7FRLWf 7NE F'RE DEa4RTMEN-T,' 3,1. R0116/1 6RA0/1V6 MU37_BE APP,e0J'ED aWA, A7N44 GEOI061Y.41140 ,SO/GS ENGINEER- c I ^ V ENO PEPOR7'4&.0 A'V 4S BUILT GEOLOGIC MAP MUST BE /N.:LUDLD /N TLEF7NAL G sA do 0 Q C.EOLOG/C REPORTSU45M/7TED 7O 2E 4?,IIEIN7Y CED OG/C 5Ec714NAZW klEkId ' rd.0 Bf/14,014G. dP-%!B'+'N'INTNLy /N4UP7N4 ,PEPo.P7-s AQE ,PEQUIrez> ANO zwzL eE 3l/6M/7TEp 0 TO 7W-1 COUNTY rEq:arsT, y SZ. C>L'AO/NG OGANS Ml/ST BE S/¢)/EC $GYL,i° E..y4/NCE,p A"1'O ® DENOTES LOTS Jl RBY Tf✓E (ZEOtIN4 ENC INEE,eiN4 GEocOa/TT P.Q/O,Q 7O Cyggp/jl,.q ,4,opQ�Y,4G oVEREX. Recor'I }PPGTION 07Zy OENS/rY W/L DIMENSIONS A B C D 40' .17' 2.3' 1.6/ 3ro' .21' 2,4' 1.6' 34' .23' 2.5' 1. a I I P I GA L ST IZ e E F ✓ BE M.S.I.V "aL.l rs -J"- cXViwr47aGY GNE A67 %E,vw rE �� `-Y' cw6 $NPFACE ON T.Y6 72ST FdC 60Gfi MO 'jZOUG H G FZ,4t� I F.I '. iP,POEC � 3As/s o�orE sPctieE fzEr of OYeRALL 72=NT 'SLOfic SUFF.kE 6/iT NOT LE55 7.T'.iN e2-VE 7E'ST d� EACH /D A2bl PEeT/t/C 7-'4ZAC7 �n'S �J 34 74,e FiV4/NEE.P3y' gEy- --VA.["ES 3 4 LL OOO/NA4E gSII ANO g4TAy/N /NSPEC r/[W BERtCE �p!/,CjNa. :.' VIGIfJITY HA\ 9EE SHEET N' Z "Ok' PF0JEC7- INDEX .57-Ae71"6 /0A7E _ `7A /- /V76 A, cav H re%OR cuNire 6`0/'91"Z1F7/OrV OATS_ -PT 90, /97a. 3 sloxE/o .W I HEREBY CERTIFY THAT THIS GRADING WORK WILL BE SUPERVISED IN ACCORDANCE WITH SECTION 7014 OF THE LDS ANGELES COUNTY BUILDING CODE. COMPACTED FILL OVER CUT SLOPE W SL PE RAIN AUG2n7980�� --.L_ '-S-`7a REGIS� RvD CIVIL ENGINEER N0.2'4� DAT E OWNER GEOLOGIST SOILS ENGINEER W¢alhe�e/d /H0/77¢9 REVISIONS TO PLAN PLANS PREPARED BY GSA -N pL N PLAN CHECK No.— S. E. �edLy�7/�i as(�so �/.+[/��. s E /y�dq/� �S SO�e. I/?C, 6 7-?9 - GRADE PEv SioN^TPZ9059 SNeETS 7f 6 ,�/`^' �jQWQ7 `7L• 2/�8 S. h'or`haway -V(• 7/2-'7B'A00e,0 NAL 7CELEV ^ q(LPLAN SHG=E7S TO^ / A('O C� PERMIT No. S4nf4 'nn4. `Q• 9?705 .jCr/7CQ (,jj2g7 �Q: 92707 ljgniQ Ana, CQ, 92707 7-/3-7B RE✓ISEOLo75 ?77f', Se, 36.43 -TR 30/Lo / /C/�A A JOB ADDRESS: 3987 (7/4> S!�6_ 6602 ??B-) REV SLY END HAWKWOOD 0- - SHT A`6 Consolidated, Inc. '/�i I CO O (7/4] 546-660Z 7e.,-9 ADO,-V GPZ orss/-6a8$85, 8B .5r - ar?`, A G/¢'A7 Breng/e' 13 z7 bo �H u 0 R. L r "Heel- w ✓ 4 CD / VTN W.O. No. 3C14�`'l0 A5 /V/fC/7¢'// - --. e-z8'so.couNrvWlaRECTIowaATyt% �EAaT ET9 ENGINEERS ARCHITECTS PLANNERS Ceti A/S 966- RC E. Ne Tn a rim CAMPUS USIVL IRVINf. UOICMNIA 12W OHI ula4M .Z9053 SHEET i OF COMPACTELD FILLS MUST BE BENCHED INTO S%?ABLE MATERIAL AS DE7ERM/NEE By 60114S EiVo/NEE,e, THIS APPL/L?5 UNDER ALL F/LG$• COMPLETE CUT SLOPE P,e/OA? 7O STARTING F/GL. REND ✓E AGL TOP5014, COLLUy/UM ANO CPEEP 1'110TE;014Z- FROM 7ie4 ✓5/T/ON• �. w. a ,a C --� ro/D R. 4,\ o'FLAPJ 0100o N,ACK DR. 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Discharge to natural I / Original ground line B• -� T.C.--- -TOP OF CURB CODE, COUNTY OF LOS ANGELES, AND ANY SPECIAL REQUIREMENTS OF THE PERMIT. watercourse or approved 'r 147 F/LGE.e droinoIA4ge device I ' fI Natural ground DETA'' D F 9 M�Rc'pnas I�,�2/� I A Yam' -`SLOP TYP. BERM A7 TOP OF ALL FILL SLOPES TOP-- TOPWOFNSLOPE 2. THE PROPOSED USE OF THE SITE COVERED BY THIS GRADING PLAN IS FOR: 6 " 1/ I LOCpTEo AT ,¢E,aK OF PAD, TOE- - TOE OF SLOPE 5/NGLa7 F,"11 �'ES/L>EN77AG S'✓6Q-775 ��i1,! ro SECT/ON I I 1 �I/:.; .:'.'.;_., i. l;•:•::.';i 2 , &RADA TIL'2,✓ I /Q" PROPERTY UNE�� INL.--- INLET OF DRAIN C.anaret8 PROVEN rY LIME Y y - I I E �/ INV. - INVERT OF DRAIN 3. THIS PLAN CONFORMS TO THE TENTATIVE SUBDIVISION MAP CONDITIONALLY Cut-off wall SOP 'CENTERLINE 6"O/A. 4SPNA17 COA7ek 3�4" Ba-99 �- , �.�- 1 1. � .- - - ADE BREAK APPROVED BY THE REGIONAL PLANNING COMMISSION FOR TRACT NO. 29053 G.B GR9/e" 60-85 ^E G- - - FINISH GRADE ON AL.�UST /6 /977_V4 50.75 2" Perforated pipe ?K•;..• MIN F.S.- FINISH SURFACE '"/O 4o-GT 12'Mln. (see subdrow derail) � --� 12 / DE TR Er�,Lo-+--GRADED SWALE 4. THE GRADING INSPECTOR 213 91A-7/ }��6,' +..CONSTRUCT 3" GUN/TE OR COn/C. ,Ln ( �' )AND SOILS ENGINEER O/A. PE.2 L/N fr q/gy7eyEY 4a /O_Z6 Non-perforoted pipe �3,,/H 6 x (0'/O x -/O W/RE /'7E,Sf-/ Il`}'•I F x � - - --- $WALE HIGH POIPiT (714 546 -Gro02) SHALL BE NOTIFIED 2 H URS PRIOR TO COMMENCEMENT Cont. cutoff wall h-- 1--=.r -PROPERTY LINE OF E G DING PERATION. 4o e cFP/PE U.eC'UMfE.2ENCL, �/00 0-15 6"key Into 6 keyinto °� -CENTERLINE 2qp o- 5 A haturol ground noturl ground +- -- FLOWLINE 5. NO FILL SHALL BE PLACED UNTIL STRIPPING OF VEGETATION, REMOVAL OF ?_FHLCOMMON •WALE "-IW� -- EXIST. CONTOUR UNSUITABLE SOILS AND INSTALLATION OF SUBDRAINS (IF ANY) HAS BEEN TYPICAL DETAIL SUBDRAIN CUT-OFF WALL S E C T I O N A -AL DETAIL -�'�_- H o tR A' PROP CON TOUR INSPECTED APJU APPROVED BY THE SOILS ENGINEER. SUBDRAIN DETA I L A TERRACE DRAIN t R-- - - PROPERTY LINE -'TA DETAIL G -c-_-- - CENTERLINE 6. FILL SHALL BE COMPACTED TO NOT LESS THAN 90% OF MAXIMUM DENSITY AS TYPICAL AIDE YARD ORAIMASE DAYLIGHT LINE DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D-1557-70 T. g �--_ - SHEET FLOW d RATE I P- --- -- PAD ELEVATION 7. FIELD DENSITY WILL BE DETERMINED BY THE SAND -CONE METHOD A.S.T.M. / MOP SET LINE F.F.-- ---- - FINISH FLOOR EL D-1556-64. IN FINE-GRAINED, COHESIVE SOILS FIELD DENSITY MAY BE ill (^ /O' /O G" \\Orlglnal oenlL O B.VC. - - BEGIN VERT CURVE PKO✓,'D6D 7://qT YO?- Fc OP rce.CecE �... - "�-/zD �-o'x6'/ 3'.1� Ground STR T G.F.- GARAGE FLOOR DETERMINED BY THE DRIVE -CYLINDER METHOD, A5.TM, 1>2937-71 ,7C,etace/AE'A/NtrEE•" :,G'/io.rowvvF s, s, E.V.C. - END VERT. CURVE OF THE REQUIRED DENSITY TESTS, UNIFORMLY DISTRIBUTE, ARE BY THE SAND L MG, � "�/ �All1 �,�� 2=G .._ y//[� I PI• - - - PT. OF INTERSECTION CONE METHOD. THE METHOD OF DETERMINING FIELD DENSITY SHALL BE SHOWN AO _�i /6" GUN/7E 3 TOP OF SLOPE IN THE COMPACTION REPORT. OTHER METHODS MAY BE USED IF RECOMMENDED BY Jp ✓RIB j`J _-TOE OF SLOPE THE SOILS ENGINEER AND APPROVED IN ADVANCE BY THE BUILDING OFFICIAL. rff.A:Ac.4cr I SLLa� ov1 i .✓ _ B. 6. �\ - -.3, ao" TOE OF SIOPE / MI n' 8. NOT LESS THAN ONE FIELD DENSITY TEST WILL BE MADE FOR EACH 2 FEET VERT- ICAL LIFT OF FILL NOR LESS THAN ONE SUCH TEST FOR EACH 1,000 CUBIC YARDS O11JI//�y c'.a/i°•.•,° wAvf )\. II/a / II e- Cu3$ OF MATERIAL PLACED. ESTIMATE OF QUANTITIES __ _ �7 •/ rr, 3" 2'81, / '/ / H / 2' 1 Cut ]" HIM CONCRETE OR 30 Conc. or C \ Slope °O"I*E "EI"ro[c[O SC/ T// , / G_ p x..` \:'r Nf� \ I' p myx eXe-«ILA«lo COMMON SWALE 9. NO RACK OR SIMILAR MATERIAL GREATER THAN 8" IN DIAMETER WILL BE PLACED C. l./ V/Y /J /J 'w '•X• Gunite / WIRE MreM IN FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED AND DRAIN MAT BY THE SOILS ENGINEER IN ADVANCEAND APPROVED BY THE BUILDING OFFICIAL. 1 �'� "D E"x6" ION 410 W. W T. me u..D /2eGULA,P GiP.ACO//JG A A w useDETAIL E NOTES TO. CONTINUOUS INSPECTION BY THE SOILS ENGINEER OR HIS RESPONSIBLE REPRESENT - FOR STEEP TERRAIN ,'I TOR RIDE YARD oEALAS, x I A E% OVERALL GRADIENT SMALL e[ MAIN- CUT (CYS.) FILL (CYS.� ATIVE SHALL BE PROVIDED DURING ALL EXCAVATIONS, FILL PLACEMENT AND COMPACT- c, rleEruc[•, aT oop e,uLRa, ETC.) LAMED [[TREE" REAR or Dirt To cu RG ION OPERATIONS. L I LL^VEL C/g E OR DRAINAGE STRUCTURE. / 752 /37 2,04p,145 ?- 611. FILL SLOPES SHALL BE NO STEEPER THAN 2:1, UNLESS A SOILS CERTIFICATION IS G"KtY = ti O / E THE ROUS[MINIMUTo A DRAINAILINE GE STRUCTURE oe ' ' /. 3„ THE STREET T. F,°%roJy P/ac°d w/+`6 SUBMITTED IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL ALLOWING A �LAV (Trry N - /-3" AxY GRADIENT GREATER THAN a%THAT Unit Z e,�d�%M9 - 259,B6/o STEEPER SLOPE. G1 RR1[S YARD DRAINAGE SMALL "AVE A 3" GUN/TE PAVED ,WALf OR 'V' DRIVEWAY. . R I A NO ROOF -3 4uA//re ov G"xG ,Gx /0 DRAINAGE OVER uaec$ a PER - TYPICAL DETAIL '3'•A« � I MlTrco TOTALS � 7s1, /37 i'78o, Zs9 12. FILL SLOPES STEEPER THAN 2:1 WITHIN A GRADING PROJECT LOCATED NEXT TO / ^ ` Original e. 1OOTIMG DEPTH$ MAY REQUIRE ADJUSTMENT UNDEVELOPED AND UNOCCUPIED LAND INFESTED BY BURROWING RODENTS, SHALL U 'J oUe To AOLCEMT DRAINAGE DEVICES BE PROTECTED FROM POTENTIAL OPE DAMAGE BY OWNER /NSLZ'Nr° su>FLS ffeino- ECT/OV A -A Grounder raurFaFEwcEN� ocBuR NaLi vTsA)zy�y�TEyrEr.�OE�e SLOPE DRAINAGE '�- 4 f�,R; E'I~° coQp�e TiuE 4/�Ao/rVG EX57b VCESALG fMPGO/' FG4iN0yL34 sDe 7x/6L 3//.pE ✓AL. I-O 13. CUTS SHALL NOT BE STEEPER I LOPE THAN 1 1/2:1. Aae ESToa-CeMEHY, nrunx¢[D FIBER, oR BUTTiPESSES, PAO D✓ER -EX G9✓AT/4N, M1 cur-cx•Nota IN DIRECTION SMALL uec REMO✓gLS /, (700, 679 CYS. nrnxo AS RE DuuEo FOR WASTE rIPINe. 14. ALL CUTS SHALL BE INSPECTED DURING THE COURSE OF GRADING OPERATIONS TO Slope 3' Concrete or Gunite ; coMCRIT INSURE THAT ANY LOCAL OBJE(ICNAI. CONDITIONS CAN BE RECOGNIZED AND I , DETAIL D DETAIL C �--=- 2 P CORRECTED. 7 O - - With 6"x6'°IOx'IOWW.F, �� jj�� UP TO 3000 go IT AREA, ,° MIN ORIa1NAEG"DE) / I FOR FLAT TERRAIIV A • •. •'. 3000-4000 Bo. FT AREA. 6"MIN 15. PR/OR 7D/$yLANCE OEgj/Gp/N4 PE,CMnS,A SO/4S 4,VWNEER/NCW.P£Ef7RT5✓OLL «" J pE L I ovER e000 e0. rr AREA, Aa oealGxto Sur e' MlxBE _'WWh 9/7TE0 LW 77/E-EkFHNF/yE Gkc/PF�P7lE50F50/cs(A5 S[/GVSd'LS ,4QEINTERVENING - TYPICAL,DETAILS '•"•'=1•n�"•'" DE-loveo ev W/4,WV& 2'LE �,'T/ON 1904w) OvAl18U/LG/NG 3/x2`S. TF/ETERRACES ' `/l . j. / P-oEVRr SHALL �' S1/PA;E7£L] '?Csx�U'i75L)ITR OBDIVERTER TERRACE TY�ICAL FINISH GRADING2DEx 7_.47ZO Zr�ANoi,F�sL:Z'' 7V4ArBrTI•lE DETAIL A L - - FL1U.P6 S/1FY/C7d/,�.�, 7,(//E,PEFU.eT �(14�, ,�i}/CL(/1'aE- $RZJF/C ' (A-DIMEI✓A0770N5 TERRACES : DETAIL B- SECTION 1-1 1 - ` FLIC•Z-515T/Nh \ •- --- 2 -- "ONSTRUCTION NOTES 'IC P ' M i6. PERIODIC PROGRESS REPORT, WILL BE REQUIRED DURING GRADING. A FINAL REPORT ' 4r``.i 6"G UNITE- 6 B'w/E;^GONG 6"x c" /a .'io ALocKS /F2BEDEO IO' l0' FROM THE GEOLOGY CONSULTANT WILL BE REQUIRED, APPROVING ROUGH GRADING, v;• 4' /'L - - - FOR PAVED DRAINAGE DEVICES z /,_ BENCHES REQUIRED IF NATURAL SLOPE L'V W F 2•_ G- 3"- GROC/T 60L/0 PRIOR TO APPROVAL BY THE GEOLOGY SECTION FOR ISSUANCE OF BLDG. PERMITS. '-EXCEEDS ONECI)VERTICAL TO FIVE(5) HORIZONTAL - G c�.. 4, 4, I. APPROVED MATERIA, FOR CONSTRUCTION OF DEVICE IS EITHER 3" CONC. 17, THE PLANS OF A DESIGNED IRRIGATION SYSTEM FOR FULL COVERAGE OF ALL 'O� y SECT/O/V ')(X" WITH No.4 BARS UNGITUDINAL AT 24" ON CENTER WITH No. 4 TIE BARS AT 4� % 48"°N CENTER OR iUNITE WITH fi�Xfi�-WIO X'10 WELDED WIRE FABRIC ST.PUCL41R >�/It/SC. PORTIONS OF THE SLOPES SHALL BE SUBMITTED AND APPROVED PRIOR TO ROUGH I'° L (W. W.F.) OR APPROVED EQUAL. - GRADING APPROVAL BY THE COUNTY INSPECTOR. --•� TYPICAL DETAIL 3" min., one. r r 2. INSPECTION OF GRlDE SWALE IS REQUIRED PRIOR TO INSTALLATION OF 5t,wctuic A' /50/7 L.F. TYPICAL SECTION G THE PAVED DEVICE. 465 L F SYSTEMS INSTALLED BEFORE OCCUPANCY OF BUILDINGS. or Gunite fi'x 6 - ION IIO W. W F Structur•c a' /,6.19 L.r 18. FINISH GRADING WILL BE COMPLETED, APPROVED, SLOPE PLANTING AND IRRIGATION MIN. 3. THE GRADED SWALE SHALL BE PRE -WET PRIOR TO PAVING. 'D• 2777 'TERRACE E VELOCITY REDUCER C DRAIN 4. PAVED DEVICES SHALL BE CURED WITH A MOISTURE LOSS RETARDANT. '' 2s Fq. 19. SECURE PERMISSION FROM THE ROAD DEPARTMENT FOR CONSTRUCTION, GRADING �S17E BOUNDARY r-e FE' /7 Ea AND/OR DISCHARGE OF DRAINAGE WITHIN STREET RIGHT-OF-WAY. _ _ Y- - Y'- 6" wwGe a[i 1REll/ ,MIR ,tANl a_o" S7e O °ia1i 9wL✓ r'i etR °u•� '"TR `°"''' w' 'N °i .- dL7EK/JAO1E SPLASH WALL DETAIL ,G, / Ea. Jlwneo a"nc.x a"nc. I i i %/' IRO L.F 20. SEPARATE PLANS FOR TEMPORARY DRAINAGE AND EROSION CONTROL MEASURES TO �NAT ORAL GRADE �� I' Vl Bulldinq ppIVERTE R DRAIN b _ lYG'6'Ec✓xMn'-tReen. ` /2'cMPA. o'RProvxd epuxx/ 2✓B&L.E BE USED DURING THE RAINY SEASON WILL BE SUBMITTED PRIOR TO OCTOBER 1. Setback (as required) }G 5P.1A/eTC04TED I ?/oKe ia/st<ag hive¢ z:bWzyW,4 /3a91.A• THE CONTROL DEVICES SHWON ON SAID PLANS WILL BE INSTALLED BY NOT LATER Foundation . -G "T,-�T:T � X/r 1P6`1?4^Ew✓ •• sGve t,. W •a3nL.F CU Pe THAN NOVEMBER 1 AND MAINTAINED 1N OPERABLE CONDITION UNTIL APRIL 15. Setback O /E AL P Cq,ASGS s".rB'X/(P'"ciavc " !4!/ocify •6'C4c 1 H to } - A MonONC h �E�b ( K a[Dc BROurALL CALLS. L gLOCKSGGROUTAtL CELLS. 3tr6Y4?C E' 21. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR d H I^ [iN01M 45 NOJiO ON ,q.TNa. LOCATION AS SHOWN CUWPZA/J. •�'^(N -E�ry' � �gU g,�,�,n� d I )✓ (Boundary /1 = - A --J -- --- 5,4651.E STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAIL - a 171J Fsv/sNsuRFACE 4'R'�'E``r"a's S,-Ld""'°s /a;/42LF ABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING 94LAB *,reI kLLfro n Fi 4AY,rric/ , UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED I 1 SECTION AYVMD Lbv37JaJN5ON TARR Ar Ab ,N, 4,044 GF OF 7YAS LAMCI SN4LL 6" L%G4/04 5U4�IMYjL ?290Li 1 e N]/C. OOWIVO A/N- AF AFR [.A. f4N,Nry ."�V �--_, S' COnwA s,1dx,:1 ; 37BnG F TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINE SHOWN CUT SLOPE PLAN '� 'fir ArAr 11.06 -- -'� AND ANY OTHER LINES NOT OF RECORDS OR NOT SHOWN ON THESE DRAWINGS. THE FILL SLOPE �yba S"s�'P"'L F"alc'A'ioriiro/ cgosocF CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILTY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAW - REQUIRED SETBACKS 'eo.w 1 INGS. H (feet) a* b c d 0-10 2 3 -2-3 10-20 H/5 5 H15 H/S (3'min.) Over 20 4+H/IOG* H/10(5'min)H/5(ID'max.) H/5(2O'mc*L gib �• AL.: W 1 1 x4. c 22. THE CONSULTANTS SOILS AND GEOLOGY REPORTS ARE A PART OF THE PLANS AND SPECIFICATIONS. L J I " r r 23. THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE wwF. UTILIZED AS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID TOPOGRAPHY * See Section 7011 for additional requirements. 'a"--'' ` ." - - SHALL BE PRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS A DEVIATION IS FOUND PRIOR TO THE START Be AS15'-0" Maximum Section A -A - - - - OF GRADING IN ANY SPECIFIC AREA. ASPHALT 0!1,47ED,4CR OOP ion B-B PLAN ANY DEVIATION SO DETERMINED SHALL BE TRANSMITTED TO ALL INTERESTED FIGURE N0. 70 -A E DOWNDRAIN ,dq-p°yEDEpLrq�eCt INLET STRUCTURE PARKWAY DRAIN DETAIL UNLESS 9hb WA/ dTNE,PW/HE PARTIES. F <?N PLAN �\ 24. ALL WORK TO BE SUPERVISED IN ACCORDANCE WITH SECTION 7014 OF THE LOS ANGELES COUNTY BUILDING CODE. 5•Min. + 25. PROVISIONS SHALL BE MADE FOR CONTRIBUTORY DRAINAGE AT ALL TIMES. r--- 'S CU FT /L/N /T +-_ 4 G NO.1 CRUSWED ROCK PLFP SUB -DRAW r " SPEC/F/CA7/O1VS ABOVE LATERAL IPA/N --BrVCNiNC, A/OTES ALL PIPE 4° D/A. 594LL BE PLASTIC, TRA1vS/76 OR ACCEPTABLE EQZ/1V W/CRUSHIN6 DRAIN DETAIL 5TREN67F/ OF A L EAST 600 POUNDS PER FOOT. 9UBLxeA/NS OUTLET �� TO PA✓ED rZ7A3P44Df5 ZZ� WI/EE REVGAI fb55/BC/17 A 4' f 1H'Ay 1 NW 5CE PL AL/ TYPICAL BUTTRESS FILL SECTION AND TYPICAL 5TABILIZAT/ON FILL SECT/ON NDTE+ OMIT SUB":W/V`S ON THOSE ARCAs' N,JTGLo AS STAEVL(ZATr10N FILLS SV• ='L), PR/OR 70 COMMENCING GkADWG OFF,PATIONS /Nr,kzFZA,- 4 COV7,e4C7ZW MUST O_4.�AAV A PERMIT 7D OFL'-2q;>�- EyN/iFMEM' iXaW 7W ARE Z t IlRTMid-A�. DIIO 3,1. ROUGH 6RADI.VG MUST" ACWI?4YCD BYA F/N4G GEOLOESYAND 50/Ls C-NG/NEE,Q- ,N6 REPORTANO AN 45 BUILT GEOLOG/C 1W4P MUSTBE/.v7zv 'IED /N 7xEA7NgL, GEOLAG/C ,E'EPoRT'wB•le,'7rEo 70724E 1aW11r.VGEnLD41e SEC774NAAe RwXiE/V Rae B'//LL"Isr. P'` 0 d/ESM.aNT /NGL.00/N4 lrer" -_75 AQE e0cP&1We0 41 5,V.OLG BE S!/BM/7TE0 pa la, 7AE COUNTY CTEL vsT. y 72, lTEAO/NV -CANS A•JU9r y,7yp P/Pd 9U90iN G,/L/� DE NG7 C�.� LOTi lCEOUi ¢INu ' ENq✓NEF' /.v4 4Eotoc.,;sBrE ®�fOVEREX. /W5 8e IWZW4T FSPQ/QW 0A1CTTYPIGL- TIEET ¢/Ov,PE4co. 7DBYG7r.Y//EGvn$yot:sAEPiG'✓4/ZF ez> NGE,F r 2 eCELE-~ AE,3'fotrt av 7.YE E�Oe% GIO]Ef TEST Fdl E4G.N /qZ0 SPU.IEE FEET of r-� FILL PRO EC G SuPI(Egr AI LESS 7�/N ONE T�s �cAc✓,o�iYErnuG BENCH/NcT / 1?OU G H G IZA I� I N / / �/ 4 � 00CRALL TENT Ov scawpE/�,+lT __ TR;4CT E�"7CT53 3AC T,YE LiVGiNEE2 As!/ST SE.T G.emG 3T./t'E5 Abe ,e + OG.POUNP C'OMR4CTE0 F/LLS wT BGE gG -� ANO akST.OiN /NSFECri:.fn/ BE2atF- .PLy/.rjya 4 OE.P/N,�4E �Y/cE": 4" LYA NON. PERK P/PE LA1ERgL. Be 21ENC/r'EO /N7b TYP Ar A S9gC/N6 CK ZOO'_ /a, M4TER/AL AS DE7EA7M/NEB ✓ , I • VIG I N IT i M 2COURSE BxGxry dT - 02 AS DIRECTED BY SOILS �- TyP. Bl' 50/L9 ENG/NEE,P. THIS OA/a l3L / �'� �� L M,A, APPLIES G/NOER qGL F/GG$ our ALL c� s /! SEE 9HcET N° 1 fOR PFC7JC-CT INDEX .STA,PT/,t/G /JATE /%:a ✓ IV7B SEP 1 1980 ENG. L'vR,:vG V THE C!? LQC/ANT/TY E577MATE0 i� .aP N-2 .' AVE.PEON GGES NOT INCLUDE QEMO✓AL CI✓ °a, o' coMPGETE cur sL/aoE?,p/O.e To COr7PCET/ON GATE- scut .s0, _/97L3 OF UN5(/LTA6LEMA7fipIAL ORCl/TFO,P Min. 9TA.PT/NCs FILL. KENO✓E AGL a Yc TE ae GUNiTE gYIS10X OF BUILDING AND SAFETY BENCE476, THE CON7YA4,vo SHALL E� /�'I wIrNJ ,I rG"-- � P°�°'E°MPROVEDOe� yY1 TOPSOIL COLGUYiUM ANO C,PEEP , 11 a/p xdl/o ,w F. LLOWAITeJZE,?7 /TENS ANDMAKEAN 1 MAT6e1.4L FROM T,e4,'r3LT/on/, f r11�' a mmi a„ APPROVED vEEN.aj I HEREBY CERTIFY THAT THIS GRADING WORK WILL BE ALLOJ✓.4/,/CE fDA? Tf/EM /N h'/5 6/Lz 11� aE BY SUPERVISED IN ACCORDANCE WITH SECTION 7014 OF THE Nnu G 1980 LOS ANGELES COUNTY BUILDING CODE. COMPACTED FILL "w LL OVER CUT SLOPE h ge r-A� Fill oleo oa_SL PE RAIf�1 Ex,gT COPTPAcreDeD 3ee.PLAu "5qr �. II v �'/Y''94C PLAN' TYPICAL. / SECT/On/ SHEAR /CEY t'{dl Ove REQUIRING 7' OVCREXC. fi' RECQMPAC7101V M,n. F F. I r--.11�____ FG\ i ELfiv n/ 26. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, I 1^ ROUGP/ GRADDE I I --'-1 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT 1�¢;1 AT S/OEY/.1l70 ��_ ','" THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABLILITY, REAL OR ALLEGED, IN CONNECTION WITH 1 GIk.Tc. DYd C /�,.IH<X. THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING GAR.FF py 'e•I a FROM THE SOLE NEGLTrFNCE OF THE OWNER OR THE ENGINEER. 4' 6' p'1' T� y.y.��"�J• LAfI 5.5' S.5' p AeP'� aQ• I I ppfl P 4 Z', OBT.G/N �EPA24 TE APPROVAL FEW'J CO//NTY .P49D L3EP,gR'7A76YT' FOR C[WSTRU[T/ON Wiri//N TNE/R R/GNT cl� WAI; R.G.- 26. ALL Ci/r € ,'7LL- SLOPES WILL W77W AN 4ARV0JIED 6.E'CUNO L79YE,e AMI % / TNF VVD 6R cV1.4*, 4ACv"V 7p TT*6 RrRIZUNDn Lf7vE:c PcvAArs BSSSR7:ED AT,J.OAT. OARm'V7fR5 M_iN_.P000N Q k f% oFQ t% �W. 7w G� 7.1EE oR 5 :wm AA .O r lwf . cW :EA//ER Avwv N&i OPAN EQLiyALENr ANON � G,pADE PAO A1J� , q '�9b '.:?NB/NA77n 7A,E:PEo�SN4LL L[E/N3TALLE0 ON 4L4 SfOPE$d6R/5FT/N NE,CT,V/• ,POUG/V G,pAOE LEVEL FIN/5HE0 fH0 ,� { E56Y0W TC. aeAS SNOOY,E,?L`XCA✓A1 TE,% J II. WA' ON GRAZING PLAN ir�'c'CYJMPA�T it 3/ TYPICAL LOT ROUGH GRADE TYPICAL PAD REMOVE UNSUITABLE OVEFZ - EXCAVATION MA TE.P/AL DIMENSIONS A B C D 40' .17' 2.3' 1.6' 36' .2 1' 2.41 1.6" 34' .23' 2.5' 1. a m1, eat DI PILAW °. T.`°") I^"' AUAE 1 1. "Will M U10, REGIST€jR D CIVIL ENGINEER N0. DATE c�a•Ypz OWNER PRM�N Da.N x L , nN.. , RUERV-1 - S' _CIVIL �¢afhe�e/d /Tomes GEOLOGIST S. ,5 N/¢da// f,I Assoc. /rrc. SOILS ENGINEER E. /'lc REVISIONS TO PLAN SMALL x b, N PLANS P sI� �o RI"�I,I" � i1, _ G,PA- 7T, 7 PZ. A�✓ PLAN CHECK No. - Z/30 8. 4th 66-eef // rlce .An 'g7]hgwe?./ lj'/ •5' �' Lda1/! f%5'SOGGC. 2/6O8 9 ///4LhgWQy //!C. 9V 6�7.79 - G.P.IDE.PFviSiON•T.P27059 � SHEETS 7�`B 7:27B- ADOED FLNAG TC EL2P, -,4(L PLAN SNL°ETS T�d C / 1, /0✓ PERMIT No. SgFlfc7 Ar/q, Cee7 92705 .>[ nz9 z QF/4', Ca 7ge707 gGir1714 Amer, Ca 90707 ; , ; ,'E ArV/5E0 LOTS 27 ?t', 54.3443 � re lCi40 / V JOB ADDRESS : 549- 3987 (/7/4/ (Y/ E0 -Z e rf79 0BB0 5T " 5NLi"'6 consolidated, inc � � G/¢r/ Breng/e fS-7 �A5VAZmYI+Ca-Nrlo9bH�W81,W850. 90-10H'4. BZZDa I TRRU 0 'TR. G T knee ✓Q / / VTN W.O. No. 304� 'lo SL / M/'fch¢// c.4 �2 966 -- -tiT M G GINEERS ARCHITECTS PLANNERS 310CAM" pIV• IRVINE ULIfgNIA 1EW °.1 UY240 29053 SHEET OF 1 ,P.CE. N? CL,2 X 0 h F �t� I L� I X � W 4. 'A ; Y. i E — 2 - '�- 5Eg EASEMENT EASEMENT OF THE !OClV /�20'L G7IC'fC05 4NGEGES Q _ r STO,fM OLq/N /NG,PESS ANOE t N POSES PEtR T24f7 No..aM `*64 v ° �,r,_ _ 0 u i� ' - -- - - - , _F� 12'02'•E lam! �s - _ 9 -�� 1 11 FF-e,89A .� %'N 9ni• ti1M .__ S X N °T 9'E - �� /'�� C_ — _ -.."�' --i- B X 55°43 37 E 4'OGE '0O• ^F_9�3.7 8 B% s 1 /�" .rrrr.�— ,, �r�o Q/c� ��, @'� �% vo � -a s L•2s a i' � , � Iv,ve _ -� 1 V0� I X� 'II �� GT z / �� /' 5A! Stir;.� y`.' ¢-35 ... II=. iee' _ k I I \ / j \• y `^ •, 1 X � � ., w e. sre 8.91 _ _ 6• y,2 � E� ETC I I `\ � I r a� - ' �QQ / � � _3 �_ -. f•'\ W D / ad \. u ` - _ O ! off._.', TC II" T I _ .i �•• i - ' 1-' 9/n•`,9 _ // �'\ Si �_ —_ `37 _ '2Y d_q,39 3 37°g7� r42• I 5 y / „• o�T Q'� 9 Og'!i I. L=269S'3��- - - ? - '� jam` % i" l• �'� i -� 1.jg.(/8 B �` c \ \ A I �_ ` _ L•232.2 -- -` - _ '�— 6'87'48'34" �- \.' 1� + � / 8 ♦ D nel ti �t. , a. ti j II I� — ___ _ - R I 32' � � N1A�<. ..,' Y4 X se R•13'C=2� osi _ �° SC .�•ny / p h\ 4-i's 'la'L=2048, 'a%`� � J✓/ .� •e'er \^ S� �n on � re 'A? P9 ><-� / ^\ \ C7 3 �, A.. G �g'1.-i2• A Fe .1 7'1" w _ = 332 amAeawWA" vo X 1 � 6; S 0Alw - 0 a / �R I 59 B uN d \ � O O ® INIPWAT" OXM.. PMVEWAV OFENII44 X 5, % X - - - --_ vGTH�. .�I1tt ,. / �99 ` 3 I '� ✓L'liG�' �/ °= Li0 F YARD CATC-H VA51W, AH12 YI( 5 SHOwhI Gy� 2AL i-it:f{�01-i h1Z� TO bE GONosTF{UGT�17 PCB � � � 8S � \ Gp y�ETAIL GROWN o*i CiR{iT71NCT PLA-1•{. � \ ` 3 sr: x u , •sent AV LEGE.up `34' ° L DENOTES 3EASEMFMA�,5�L1gUFED/S1VGt/ Fdf Gx1DERG,eeUNO E[ECT.P/CAL SUPyLY �9o9v�\' �Q y\n\ A L TA S RI/Ey $'STEMS Q5TV ma '5'V- 2159A/ S-YS7EMS, A'ECOROEO .,NNUARf/ 7, /9P0 A5 _ TNST•PUMENT NO. BO-ZT59/, o.,c.LE�,4L OES PT/O�V X P,q,QcEL / : Lo7�' /-2B /TVCL. ,��v0 �oTs -ioo /�c�- reacT /uo 34/6/, /klB 9o9�4 -eZV ETC, OENOTEs ¢EASEMENT OF GENE2AL 7ELEFYIONE Cn FOnP TzausM/ss�av a�E/ECTP/c 1 ? - --- / 101 CEG 2 L1.7.5 / - D/ //1/CL. T,e,4, /1�0. ?9e- M$ 9o9/y- /.'�/NG'G-, /QGG /LV TflEGG�/�/T� ENEQGY FOR CoMU.V1CGT/oN AND 0T1/EAC FU'eFgPoSE5, .PE�,POEO ✓4NUAt'Y� t ? Q��s A�GEl�S, �rL%%E �F C�lG/F0RA ol. /9BO AS INST?UMENT ,'✓D. 6Y/-3320, ¢.E Imo' \ T/ 0 ry� h� f OEA/OTE5 THQTCE,P7A/N CDT/SAe,-s, P/CTEOTO NO ,Y/O,?E Tf/Q•V ONE,QES/DENT144 OA%ES OF SU.PI/E`S 6EPTE,NgE� /976 1.1.u0 ✓ULY /�gO. ,BUILD/.W 4N0 ,QEL A7E0 ACCESSGRY 4E2 OEO/GAT/ON a v 7.e4CT MAPS 'F fl ^I - 6,C9/� O` B B6A2/NCS: THE EA,P/Q/6 NdB p0b cE AZAW rNE /- 6 /NCG. of T.E917 .Yo. r•l ! \ / Q' ' • p- 34/G/, A119 9091q-g ,wqs T4e,EN A.S YNE B.4.r'/3 OF BEq,P/TYIjS S/IOW.V h'E.PEd.V ® O&.7E'OTES 3 6AS6MENT OF Sv. C4G/F4.@N/A EO/SON l7? F4e UAl",e ed 4",0 h ELKTR/CAC 3GPPcf/S�EJJ57 •4vV COMMUn//CA TiON S//STEMS "P e2oOEO X p. I T /✓/4y /4 /9eo As YNST•P/1MEN7 NO. BO 48.3/i/, oe 1 / ^5 ,PEFE2ENCE /S MADE TL A P?EUM/NA,0J1 74TLE Af`lt AEI7 AgTEO ✓UI E 6, /960 LNDEQ TITLE NO /C-S/ S/O/50 Q \ / ; pti 4ND HJBL/Sf/ED B%/ T,e4,t/SgME,e/CA TITLE ZNSU,P4NCE ctT. L'�AA77E5 4' EASEMENT OF GENElgL TELEPHOA/E ab. FDA' T2AN5'.�1/S3/OV OF ��' / ; pr ELECTTric4c ENE'26f/ Foe Cam MUN/Cg7ioN -RPUif'GOSES, A'EcoQOEO � ', �' <4 �� NOTE: THE BEA,2/NrjS 4ND O/HENS/Cyt/S OM/TT6O FPOM T.'//5 NdQP ALC4U4 l/.4¢.fA'lS LOTgN06ct4EHBVT C/NES ✓ANUAey 2, / 964 As z-Nr57e1m c-V7 A,0 BO- 33zi O ,2 � 7 � 3 � A?E EXQClL f/ 7W F SA.t 1E AS P✓' BL/S/1ED ON THE ,eWe"a MAC ANO .PEFE,PENCE /J NEeEB f/ MADE DENOTES FO ?'LP TAGGED LS Z9d/ AS SET PE,P T•e9Cl Nes 33Z45, `�_` - MAPS/ /E. TY'ACT ,f/68, 29b53 ANO 34/GL 34/60, 34/G/ 4A/O 29053 X - 0 3 TyE PQgOEQTf/ LINES OF EA7/LOT //AGE NOT BEEN �PESCI,eUEf/EO FOLLD771E e2/G/NAL SCAB✓EyS OF THE SULC/ECT T2ACTS I 415:"j f STATE' THAT 771/S SU.PUEYWA.S MADE FD,P THE PU,P�E Of AN AH4JCAT/CLV /7J,P T77CE /NSU�24NCE, AT TX'E�E�U65T OF LbNOE?OSA f/OMES UNOE7P Mf/ SUPE.Fl1TS/ON FpOM F/ELO SU,e//EYS MAOE/N SEP7E/NBF�e /976 AA/D ✓UGy 2, /9db1 ANO TN47 5A10 SUR2/ES1S L'gee&-C7G{/ ShV V 771E 2E44T/ON ai ealZO• 11V1d5 A,NO 67NE.e S7.PUC7V e2E5 T07;Ve P,POPERTf/ L/Ni5 OF 771E DINSION Of BUILDING nuo L4A/O /'VO/C4 TEO ,V&,QECN/' '4,Vv THAT Thee-'-4.eE NO ""'oO'4C•11- Ue'ON OF °I C°u°;y Fog,wm M6A/7J OF AO-XJ/N1N BUiLOCNGS 02 574UCTU,QES aWXO 5470 k APPROVED LAND EX CEPT AS -rHOWAI 1 X RAF APPROVED azze N.64 g :.' ../.T�'U .'cif .9=C'C l i=-.-1•_._._. NOV 6 1980 ^ F,PANK H! K/CNAKOSdV, m o ol,at eM 1� .M tnin�ae ur au �n,',n�tit ian,'aw.eia « O \ X REV AO / .ICILY T8, 1we; Aw2e APAFT/Nf cCge1A-1cAT16V5 O.VSHE/ET e ANO ol:lna' CONTOi«�n� ^I"° :+"y;n T24CE <.1P5 Ow <oT5 d5 -6'B /Nf 7,� NO 2905.q �-+HEFT 2J me 1 U J con:ore,Lea.Pno. ENGINEERS ARCHITECTS PLANNERS 2301 CAMPUS DRIVE, IRVINE, CALIFORNIA 92713 I O DENOTES FD SP,C AND WASNEQ TAGGED L 5 2%2/ AS SET PER 7P4C7 n.V>f ' 93005/ LO['ATEO P/1OTaG,e4HMETQ/C4LLf! � l� � C D.O DENOTES CONCQETE g24/NA6E OEU/fE � r li--1 I -_ 3 I1 X 4,00 EASEMENT L>'<OEbaiON LOT re NO 34/6/ /ff/EET /i SHALL Noi�ny°, ^eta^ ` X co,, 1 IM °Inlallan °I anWm al ur X � 4 OIpINn[0 Of $Idtn LAY.. '• f,10Tt X 9FNCN MA PC: X 1/07E A' NOTE PA,�'EL / AS OESL',2/BEO ABOYE /S -5hOWN �N .SHEET / OF.9 SHEETS X \"` WROPERTY LINES FoR T+iE PufCP�E of GorIPLITING THE C. f. 3907 4TTENT/O/V /S O/,PECTEO TO 7J/E 64CT TN'9T OA,QCEL 2 45 O�SC,e/BED '4Be✓E 15 si/OW.V ON SL/EE7S 24/t1P3, RE4IJIKED LOT AREA AND 51JILDII.1CI "3ET5ACKS ARE AG R0,9AM. TAIv' /A/ c7e7,2B 3B'A/2y 6C.Ca., y7'N2Y SUB-6E�UENTTO 77iEOArE OF Pf1OTO6'eAPHy/E. ALL LOTS /NCLC/OEO /N 77/11 9`oeki fy A?E !/AGoNT :;� PKOVIDED IN LO�ANBELES GDUIJTY OR O. N° Id94 FoR A9N0 we, A*ZY aF /NT O/AAt10N0 BA.2 ,/uGy Z, /9G0 C-vA�/0"4,eGE A?E.NEOIAL Q,C4O/N6 N95 BEEN P4.CFvZP 7n-o A'IC T.i'E BU/Lpj,U/,• R40S 4A/O ALTeF,QA,7e �TKEeT `7ecTION Auv AS SHowu OIJ THE 6Ld0 'q'VO f'vGp SP.P/NC Lq'VE OTTE'e641,V SR CfUA0175. ELE4 744. 625. 5LOPE5 41/1/CA' AU/LG,/N ALL RPOB¢B/VTf 4L >E¢ LO(/TOUeS ELEUI�T/OUS AND ege7WN Cl/LTt/PE LLLATfSV-9 SNDWN A/EeEdN P•PEpAQEO By !/A.¢q SySTi�,NS �,- TtiE COAC7vU¢ uNFs 4,V0 EC644T/Ci✓S 95 A,QEQASEO ON A RY0704�4.u1METQ/C 421P 7 /l/� S/lEET / OF 3 U[ .5h1E6TS' KEGORD MAP FOR T�lS MOJEGT, DEPICTED HEeEDAL AEA?i4L Pla0f, ,rVe E1YS �EON� E A` 4 X lZrAl _ EA �07 7' /D 1 Z:-a1V R4 SO'Tr4el6NT/ 720-/O 4'� A1UME24L5 ON BLOC PADS ARE ELE4AT10A/S OF X"O,F4N/N NEARBY(PHOT06Q4MMETQ/G Iva 1 A74QAL 3,00U,VO i ,\ COLS :/✓/U/y AL UJV/L[M / R,_`"MO{.dL iLlt S'0/45 rt"Mxv. I i F G LEA? M�74�.p/AL 6 9 o is'T/A' ceoss ro,o $._ -7 GRAPAT/4. %z ' 90-AJO 6' O7A. AS/'NAGT coA7E0 33Z4 " C50-99 PERf0,047f0 CMP Ole h Ir %/8" APP,PoVEO fCW44 x✓/TH -74 52-7-5 MN /G PL,PiG7P.¢';:aYS ' 11 0/0 40-67 O/A. PE,2 L/N F?- I✓ BCTTQM 040 /5-Sb -jo. e CFP/PE CieCUMiG,ef/:"f. A/00 O-2g #?40 O_ g' TYPICAL DETAIL SUBDRAIN rE,e.e.acr B ��x/ ��A/Al i $LLKY: MIN Compacted fill , I Dlschargt to natural I / Original grourtC line watercou'se or approved 't drainage device I I ` .I I —A u�:' ^T�,.� 12°-PerforCed pipe 12'Min. h --6„) (See subgain detod) Non -perforated pipe I II ll----Conc. cutoff Pill A SUBDRAIN CUT-OFF WALL DETAIL WM rL4ltG CE /X424�1>f :- AVYGA' cavr7E j RA'W \ `M zlt� �i A L � PLAA1 n- TYPICAL DETAIL SLOPE DRAINAGE INTrRVENI TERRACES Building Setback I H I I I CUT SLOPE DETAIL SEC%/OV fj-f3 ( LEVEL L/I✓E I iR" KCY �I (TYP 3"OuA//ref 4NL, W.W. F, SECT/O,C/ A- A DETAIL C_ / INTERVENING TERRACES DETAIL A "- I'll DETAIL B- SECTION I -I REQUIRED IF NATURAL SLOPE ONE (1) VERTICAL TO FIVE(S) HORIZONTAL TYPICAL SECTION C SITE BOUNDARY � NEATURAL GRADE / I Pals Eequlred)DRAIN d Ite N a IBoundary I I FILL SLOPE REQUIRED SFTRAr'Irc H (feet) a I b c d 0-10 2 3 2 3 10-20 H/5 1 5 1 H/5 I H/5 (Smin.) Over 20 4+H/10** H/10(5'min)H/5(ICfmox.) H/5(20'max awuuun run ror aoomonoi requirements. S, s 15'-0" Maximum FIGURE NO. 70 -A S CU F[/'L/NFT — 4 N0.2 CRUS.VED ROCK PER SUB -DRAW r r ' SPEC/FIC1770AIS A60YE LATERAL ORA/N /1/OTes ALL PIPE 4" Dili SHALL BE PLASTIC TRAN^✓TE OR ACCEPTABLE EQUIV• W/CRUS!!/A/6 DRAIN DETAIL 57REN67H OFA7LEAST soOPOUNDS PER FOOT. 84"BO,ewlms 0urzer� TO PAYED 7F,0PACL5 22 W//EREYEA? /49S5/P.1E / i / d —4" D/A FirRF P/Pe SuBORq/N (D He0 v"�(A0 O(Ar 1pn` 4"LVA NON PERT PIPE LA'ERAL 4• rIHIb A6 I ,I. ? /5 TYP AT A SPACING OF 20e) t I^ OR AS DIRECTED By SO/LS ENG. !"IR,;vG r 'Z4u see /� TYPICAL BUTTRESS FILL SECT/ON AND TYPICAL STABILIZATION FILL SECT/ON AR ANOTE: s^ NOIrL-O AS�AWL/ZA7/aV MALLS, 3' 7NG D' RECOMP�CCT/ON A coMRAcTED EARTH 12 0 12 T LEGEND GENERAL NOTES B B.W. -- T.C.---TOP — BACK OF WALK 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE EXCAVATION AND GRADING Natural ground - DETAIL D F.L.---FLOWLINE OF CURB CODE, COUNTY OF LOS ANGELES, AND ANY SPECIAL REQUIREMENTS OF THE PERMIT. 6' 2' S�Ope TYP. BERM AT TOP OF ALL FILL SLOPES L6447ED AT R6Qe Oi PAD, TOP ---TOP OF SLOPE 2. THE PROPOSED USE OF THE SITE COVERED BY THIS GRADING PLAN IS FOR: Conc cut-off Iu 2„ � 6°kell Into key Into haturol ground natural ground SECTI ON A -A 6"G[lN//E \ 16 B"w/6"GONG yv yl!F II-. 2•_ 6• 3"- G,POUT 50Ci SECT/O/V ':VX" TYPICAL DETAIL U VELOCITY REDUCER 1—'e - V Ee /wrW dwtWL MR mtGrr L N�aEo d"aL.Ae O'O.a. ff �yTL ✓ $/I"6GL✓. /ADrs-.(AtSQG. LbVC. PLAN Section Section A -A LSectIon B-B -i3V7EU /7C'A•'?O,P A93PayEOEpu4 Original Ground 77RUCT 3" (3UN/TE OQ COn/C. G x G H"/O x a/D W/.PE MESf/. A�L DETAIL TERRACE DRAIN Original Ground Bx 6, �� 3, 3' Conc. or Gunite 6°x6x *IOx 410 W. W F. FOR STEEP TERRAIN 1/ . 1 Slope 3°Concrete or Gunite With 6 1. x 6D u 10 x'I 10 W.W.F. FOR FLAT TERRAIN TYPICAL 1DETAILSIDETAILS DIVERTER TERRACE 2 1 Cut Slope 1 20' TERRACE DRAIN su snrrrr /AFnE `WWRs it 1'O" 7P D AR CPNlT. N/ /N P u�iE y"T� �E� dLTEP AT6 I SECTION I TOE— —TOE OF SLOPE PROPERTY INL.--- INLET OF DRAIN PROPERTY LINf/Aj INV. — INVERT OF DRAIN 3. THIS PLAN CONFORMS TO THE TENTATIVE SUBDIVISION MAP CONDITIONALLY WN. [, G.B.---GRADE BREAK APPROVED BY THE REGIONAL PLANNING COkMAISSION FOR TRACT NO. 29053 i F. G, — - FINISH GRADE ON AuGusT /e /977 D MIN F. S.-- — FINISH SURFACE DETAIL E DfrylL o -" -GRADED SWALE 4, THE GRADING INSPECTOR 213 974-71m4 T ) AND SOILS ENGINEER -.--.G-. SWALE HIGH POINT ( 7r4 5461-o/o0Z) SH LL BE N0�- TIFIEp 24 HOURS PRIOR TO COMMENCEMENT 0 E� GF URING OPERATION. CPRENTFEJRRLINEINE FLOWLINE 5. NO FILL SHALL BE PLACED UNTIL STRIPPING OF VEGETATION, REMOVAL OF --. o"- G' coM�oM SWALE ovAns "w— - /'�_-- — - EXIST, CONTOUR UNSUITABLE SOILS AND INSTALLATION OF SUBDRAINS (IF ANY) HAS BEEN R" li• PROP. CONTOUR INSPECTED AND APPROVED BY THE SOILS ENGINEER. R --- PROPERTY LINE DET IL CENTERLINE 6- FILL SHALL BE COMPACTED TO NOT LESS THAN 90% OF MAXIMUM DENSITY AS TYPIL RI e10[ Y•RD DR>IN"eE T% " -DAYLIGHT LINE DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D-1557-70 T. I —SHEET FLOW $RATE P- F.F.---- -- PAD ELEVATION 7. FIELD DENSITY WILL BE DETERMINED BY THE SAND -CONE METHOD A.S.T.M. D[TAII PROrERTY LINE FINISH FLOOR EL D-1556-64. IN FINE-GRAINED, COHESIVE SOILS FIELD DENSITY MAY BE STREET G.F.- --- B.V.C. — GARAGE FLOOR — DETERMINED BY THE DRIVE -CYLINDER METHOD, 4.-.:"-4^.. — BEGIN VERT, CURVE ^(. 5 s E-VC.-- — END VERT. CURVE OF THE REQUIRED DENSITY TESTS UNIFORMLY DISTRIBUTED, ARE BY THE SAND P.I. — — — PT OF INTERSECTION CONE METHOD. THE METHOD OF DETERMINING FIELD DENSITY SHALL BE SHOWN TOP OF SLOPE TOE OF IN THE COMPACTION REPORT. OTHER METHODS MAY BE USED IF RECOMMENDED BY 3n' I SLOPE THE SOILS ENGINEER AND APPROVED IN ADVANCE BY THE BUILDING OFFICIAL. B. NOT LESS THAN ONE FIELD DENSITY TEST WILL BE MADE FOR EACH 2 FEET VERT- 3 a ;-�D CURL ICAL LIFT OF FILL NOR LESS THAN ONE SUCH TEST FOR EACH 1,000 CUBIC YARDS D- YIM DQM 'R . DR GUNITe Ee1NroRCEO ESTIMATE OF QUANTITIES OF MATERIAL PLACED. WITH axe-MIO/•P10 COMMON SWALE neA Mtex 9. NO RACK OR SIMILAR MATERIAL GREATER THAN 8" IN DIAMETER WILL BE PLACED DRAM WAY IN FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED e[ IIRce /2eGULA,P G.PAO/YVG BY THE SOILS ENGINEER IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL. DETAIL ON TES Ulf f. a OLeIRUOrIDR c e x% oVfRRLL 10. CONTINUOUS INSPECTION BY THE SOILS ENGINEER OR HIS RESPONSIBLE REPRESENT - ea. LRADILYT SMALL LL YAW- ILL, FIRIPutl e, e100Pe, WµLS, LID.) TAIN[D SETWECN REAR DF fITE TO CUR[ Cur �C ys'/ f/LL ��r•S•� ATIVE SHALL BE PROVIDED DURING ALL EXCAVATIONS, FILL PLACEMENT AND COMPACT - ON DRAINAGE STRUCTURE. ION OPERATIONS. E A 1% MINIMUM FLOWLINE IL R[oUIR[D AROUND C 17S2,137 2, 04.0E /4'y THE Mouee ro • DRAINAGE ETRueruec aR rxe L,RCET. F,//o/ eo✓y P/acid w:i6 11. FILL SLOPES SHALL BE NO STEEPER THAN 2:1, UNLESS A SOILS CERTIFICATION IS D ANY GRADIENT GREATER THAN E% THAT CARNIES YARD DRAINAGE (✓qi 1' 2 9.ad;/[9 _ 't s9 Be�O SUBMITTED IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL ALLOWING A PAVED ,YARDSMALL HAVE,• OR 'V DR,VL WT. , STEEPER SLOPE. • MD ROOF DRAINAGE OVER ELOPLE IG /ER- YITTLO. TOTALS 752E /37 700, Z.T9 12. FILL SLOPES STEEPER THAN 2:1 WITHIN A GRADING PROJECT LOCATED NEXT TO YLN, e. FOOTING ADAA B MAY R[OWE[ DEVICES Due ro ADG,IC[NT oRux•a D[VIEq. UNDEVELOPED AND UNOCCUPIED LAND INFESTED BY BURROWING RODENTS, SHALL P �IR'-ax BE PROTECTED FROM POTENTIAL SLOPE DAMAGE BY ER•rz I% CORIPECT / [/ E C*!?AO//Y G K'4LLY )2F `. Bu2RlwrNSLxC ,. 7 J ' '-`/. " s ._ ._:MPL.'r AN Ek7Z,CM'n47Z1 •tefGTOt-rLYEMT, SITUIINIxLO FIBER, an DNY—CHANGED BUTrRES.5E52 PAO 0j1ee_eU CAVAT/av, 73. CUTS SHALL NOT BE STEEPER IN SLOPE THAN 1 1/2:1. IN DIRECTION SMALL UQ rlTn[u As REQUIRED FOR WASTE PIPING. FTE.YlOYgLS 6000E 6" CMS. 14. ALL CUTS SHALL BE INSPECTED DURING THE COURSE OF GRADING OPERATIONS TO 5 CONCRETE INSURE THAT ANY LOCAL OBJECTIONAL CONDITIONS CAN BE RECOGNIZED AND _ CORRECTED. ° ° • L �'-�. uP 3000 eO Fr AREA •" AIx OTC na e000 $QFT •RARE e" I . . M 15. PR/OR 7D /S5U4AICE arAVjLpjNG PEIMrB A SO/cy 6%VG/NEE2/N0 IP£PoaTs✓4LL OVER e000 Do. FT. AREA, AL DESIGNED Out e' IN E 'A L. F AC54BA^;TTFJ7 ON 7i/E E%caDNSgE P.FJPEE-+AE50F SG/LS (AS SUGy 5cVL5 AQE TUL cocxe lElM DEFINED BY 9✓/CD/Nv t3^a0E _SECT/Vil,' Z9d?.el jLLv AL: B/r�r0/N(T 5/Jc''S. THE TYPICAL FINISH GRADING L'E•�.2T SN4',: B� SIPR',6'7£C'y7/',St./�'y ;jl :+Ilee7 ':ETA 90_&S7/FY 7WkrRVV1M*S./F `X'RN'/yE 5-US AZY' ADVIVP 7D IL%7A'S ZkAEF_✓ T+AFFECT 'R/C7ae!:E" 7.YEA-Ne A'GTa eT �4- %NtG /Cl. ' „'.A7C . EOaMMENL4770/u] 'SL�77Nh .TYEEFL?2'�"F:'i<1".Gn:r��.,V'i :-%HSN'+50F �L_55G'FlLCfTiNi CONSTRUCTION NOTES 16. PERIODIC RIODIC PROGRESS REPORTS WILL BE REQUIRED DURING GRADING. A FINAL REPORT FOR PAVED DRAINAGE DEVICES FROM THE GEOLOGY CONSULTANT WILL BE REQUIRED, APPROVING ROUGH GRADING, PRIOR TO APPROVAL BY THE GEOLOGY SECTION FOR ISSUANCE OF BLDG. PERMITS. I. APPROVED MI. FOR CONSTRUCTION DEVICE IS EITHER 3" CONE. WITH N BAARSRS LONGITUDINAL aT 2a" ON CENTER WITH NC.NTER TIE BARS AT E 17. THE PLANS OF A DESIGNED IRRIGATION SYSTEM FOR FULL COVERAGE OF ALL 48� ON CENTER OR SUNITE WITH 6"X fi'-"10 X"10 WELDED WIRE FABRIC -S/,P(/CTG//PES �/jJ/sC. PORTIONS OF THE SLOPES SHALL BE SUBMITTED AND APPROVED PRIOR TO ROUGH (W.W.F) OR APPROVED EQUAL. GRADING APPROVAL BY THE COUNTY INSPECTOR, 2. INSPECTION OF GRADED SWALE IS REQUIRED PRIOR TO INSTALLATION OF 'JtUC4YG A' L 't", 'B' 15.%/7 F L THE PAVED DEVICE, urc �.;3 L /- 18. FINISH GRADING WILL BE COMPLETED, APPROVED, SLOPE PLANTING AND IRRIGATION 3. THE GRADED SWALE SHALL BE PRE -WET PRIOR TO PAVING. 'p' 46 ,:.< SYSTEMS INSTALLED BEFORE OCCUPANCY OF BUILDINGS.-4 4- PAVED DEVICES SHALL BE CURED WITH A MOISTURE LOSS RETARDANT. 'E'2sFy, ?777 L F 19. SECURE PERMISSION FROM THE ROAD DEPARTMENT FOR CONSTRUCTION, GRADING AND/OR DISCHARGE OF DRAINAGE WITHIN STREET RIGHT-OF-WAY. SPLASH WALL DETAIL ti'' K /Z'C"' oPyo✓cd /ZOLF 20. SEPARATE PLANS FOR TEMPORARY DRAINAGE AND EROSION CONTROL MEASURES TO u CQua/ L-3i'L.E Pemoye 6A15&49 Hiyed .x;L+ed wza BE USED DURING THE RAINY SEASON WILL BE SUBMITTED PRIOR TO OCTOBER 1. serveluie 1409L.� THE CONTROL DEVICES SHWON ON SAID PLANS WILL BE INSTALLED BY NOT LATER A• 43or F THAN NOVEMBER 1 AND MAINTAINED ---- •• /:�'asy Ei:u..•v g �. N OPERABLE CONDITION UNTIL APRIL 15. K GLKKR-E tyROUF 4tL/CELLS. al.J p. 0c:K--oRour ALL CELLS. 1�L`�'"/ E `'" 21. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR LfA07N q5 No/YD oN ,q-.RNS. LOCA7'10N A5 SNOWU oN%LAN. 41%}. _Ikre ,/Jr/tz'/rss Sub,y,://n9 ,:g� � 5,amsL F STRUCTURES SHOWN ON THESE PLANS. ARE OBTAINED 8Y A SEARCH OF THE AVAIL- _ SURFACE 4lb/s ,6;'9ze / ABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING Nor. Lb1'STJIY/C'r/AV '"EGOS' TdRR4cE CL w -Y' - /-'= �L1Z'/nn F:I%jAli]Sv:p; ./.gopUTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED Or TM's LM,✓/c, "A" n' L°on/.ag 5y4i21/ R.O. W. -- i i-y�X---- PLAN n PARKWAY DRAIN DETAIL s'Ab, —� I I ^ ROUGH GRADE �fG. AT 5/OEYAQ0 A4R. TC. Lt GAR. Fr FF �VZ� M y`yzpmo O 6"MIN '-w SR. - --- 77—' >POLIGF/ aARAOE LE"yEL o. 3' BELOW TC. OedS 9//OWN ON GRAD/NG PL4N TYPICAL LOT ROUGH GRADE .DEMO✓E UNSUITABLE MA7ER/AL "-v T. Gbnl.w•�ic ° ?-'< < 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 UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAW- INGS. 22. THE CONSULTANTS SOILS AND GEOLOGY REPORTS ARE A PART OF THE PLANS AND SPECIFICATIONS. 23. THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE UTILIZED AS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID TOPOGRAPHY ° • SHALL BE PRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS '� A DEVIATION IS FOUND PRIOR TO THE START OF GRADING IN ANY SPECIFIC Q AREA. ANY DEVIATION SO DETERMINED SHALL BE TRANSMITTED TO ALL INTERESTED T UNLESS W"*' VN PARTIES. PITH[=,[�W/6E 24. ALL WORK TO BE SUPERVISED IN ACCORDANCE WITH SECTION 7014 OF THE LOS ANGELES COUNTY BUILDING CODE. + 25. PROVISIONS SHALL BE MADE FOR CONTRIBUTORY DRAINAGE AT ALL TIMES. 19 ecIC 5P/0vua' °'� Qt�'^/ /I 26. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, - -� ---_;-1 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; _ L -r _ AND THAT A T`"1 I THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER C /yl:/MIX HARMLESS FROM ANY AND ALL LIABLILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING R,CJ DIMENSIONS A 8 C D 40' .17' 2SI 1. Co' 3GI .21' 2.4' 1, 6' z 4 .23' 2.5,1 1.6' FROM THE SOLE NEGLIGFNCE OF THE OWNER OR THE ENGINEER. LL ., OBTAIN Li4lARA7W gAEEL FCOirNTY RAVD OEPAR7%NFJ✓T FOR :.ONTRU SCCT%ON N'/TNIN /N ?NE.Sp ,EIGHT' OF {V4j; ICy - .-..:. ALL CUr T F/LL SLOPES W/LL BE P44N%SO wwl AN 4PP/70✓ED G.QOIJNo Lb✓de ' A'✓D PROVIDED W/7N AN IAW14!,477LUV S ySTEH1,45 S aV A$ FRAC77GOL Af7ER Rd/SN —�1 "-THPN PJO /N .TD ?:'.E :3.NOUNPQ^✓_� R.CMS :✓/Ql/BS =+�%EO OT.tlA, OA':�V7EX: >.',W W`a, xe 7.vNX [�T.'J/ WAYS LDe TEPEES $/Sr�.C.i AT 2rJF/ ,?N _'iVlE;F' B•?/7.' W.'y5 0L'A•L' EgU/G:4LENT •.fS1A1.4MA1 7,Y5P_61,1F 5s/4LL 6EiNi7Ae.[Ep qu',L,;L S;�Pn' ,YI t,Q /SFT /N NEKaNT. TO COMMON Ne GR4L.'N6 oF2FRAT/CN /Wr,+>Zt'..=y :C% 7,e1c7*e MUST '.'".'4/1%' 4 PERA//T M OPEPA7E' 4�7a/FMEN7- AA:LAw 7AEFIRE OE�gE'TMLNT; D110 W . ,7JU6N L-izRAO/N6 MU3T AD' APPRDYFO BYA /7,V44 GEOWdnk, 41V0 $OILS E>1/G/NEEe- V .,VG REPORT41A0 AN 45 Ba/LT aeawG/C W^p MUST BE /w:Gap/:D //v TAE AAGQL C s,�4-o 01 (�, G60LOG/C REcl.T.?l xrB,✓..7 rEL 70 7-!E :/1UN7-y QkL747U/.^, $EC7Jryy/�p ,�FY/Esv Fie 'C 4Y• \ 0 3/[{'>yJ7Nr,✓ y /N4L40/N4 REA�.P1S APE .PEpU/R'ED ANO SN4LL BE SUBM/TTEp O 7e TA/E COUNTY vEiY�S7, y �=>. G@4o/.Y'v RGO/Y5 Masr BE 5/F✓✓Bc BY 77/E!-.5 ENG /NEE,P .ONO ENG/NE_�/N4 CAEOG'�4/ST %'.@/O,E 7iJ ci4gp//I'E9 APP.f}ll�-OL, 'S ""CA" 17) 71W5 WILL Oe V504W4`7- lqA X AFFrgr/ALFTELY ONE !cbT BE/�N'TNE fi.L T Y P I CA L S T lZ E ET ;�Po iFCT CoPOEr 54eFAL'6 G / TWd- ELr5 t 1FL7>E 7-W5T A fe E•Oe, 4� �p Sr UAEE FEET Of ROUGH GRAC_>1NCx I y2RALL TENT 5L,7PE SUEF/LB 6P//IV L55 ;r 4' O. 7d 'Eae EACH /J /zb 'YEP77GG OF 3LOFS ,fiE�Cs-Sr 1 _ _TRACT 2''-)1T53 34 T.yE Ei✓ciNEEe Murr SEr a S-r < s7%4A- aLt o44/.v AGE LRSY/GE5 ANO A9T.Y/N INSPECT/.2N BEF?7BE �h/!iv_a_ STA/PT/AVG /DATE I: A y IV 79 3EE 9H'L E7 7V? 2 fOR PF J ew,/ ,EX e�`� P JEp �s��, CO/9PGET/ON OA TS scPT, 90, /976 1oP ,A 'il ho-_ ot•Y,a' `- I HEREBY CERTIFY THAT THIS GRADING WORK WILL BE SF r/��g6� f ° SUPERVISED IN ACCORDANCE WITH SECTION 7014 OF THE �y �0�6 G�*�+'AW` IF LOS ANGELES COUNTY BUILDING CODE. SC "APLAN I6He° •,/O �- COMPACTED FILL OVER CUT SLOPE �V 'S+ '1 fIH � Ex/ter � �.vr4,e�T y AS Ca D-Acrc-o y I:1 11 .mow � "N'�9GGPLAU TYP/CAZ. SECT/ON R% P tIH F/;,V/5HE0 ?AD o✓E ��XCQ✓A7Ei �I 3, P C'O^^•�'acT ''-1 1 TYPICAL P [D 0"i - EXCAVATION ® DENOTES LOTy IZ1EoLIlzIN6 - MA.Y.-$1LOR6 i� OVEftEX, IZtYOET /�z C—'Mn CTEG �9. t'PLTION I--j F/LL OR/G/A/At. - COML3ACTED F/LL6 MUST G,C'DU/N/PR/ BE 91 /N7b SUITABLE HATER/AL AS OE,'E,QM/NEO Ty BY 50/LS ENa/NEEP THiS TLlE CG/T �/� /� E M,h- APPL/Es 4NOER AGL F/LG,/J, 4R/ANT0E577/NA7E0 H-? MERLON L17E5 NO7- T /AMLUOE REMO✓AG OFU,V4U/TAGLEMA7E,P/AL ORCUTFOR FTin 51 COMPLETE C[VT SG OPE P,e/O.P TJ B fNCN/NG. THE Co1K7?4C;r0R SHALL E� STA,PP/NG FILL REMO✓E ALL AL10x✓4NcETFU7 T/1EM NH/S 8/otE lilt5� TOP,Fel4 COGLUYiUM ,qNO CPEEP MA7E,Q/AL FROM T,PA,YS/T/ON, SUN/TE F. /fi 5-s-gig m �m p�Gf R E G I S,T,gN 57 DCIVIL ENGINEER NO. <'3�<Z DATE - L/L OWNER GEOLOGIST SOILS ENGINEER o'r' e•Mal �¢af/>e 'i/d HomOs REVISIONS TO PLAN PLANS PREPARED A PLAN CHECK No. S.E M¢'dq// ,49GOc.1/'7c. 9E MC40' llLC;' 466oGtc. //7G 07.79-G.PAOE.PE✓,'610M-T,P2905S-5NfET576`B OeA/N� PZ_AICJ Z/3� E 4th 5f�edf 2/G8 �hQ,y .7!• 2/loci Jn //QlE/gW4C�7 �L• PERMIT No. 7/Z-'7B-A00eD -IM4L TC &e V.-A[(PLAN 6'NEETS 77� /( (E I A /O .5 SQ/!7/Q 4?47, QQ 9e705 Scrr72Lq C7,9 , G7a. 927O7 SLq'/77/q A/7c7, C)q. 9e707 ,PELi$ED LOT$ 7l, ?!', 34 36 4.3 -TR 30/GO ^ l • ' V JOB ADDRESS: /7/4j 549 3987 r7/4> 546-G6o2 P?8'7B REV 5LX fNC HAWKW000 Sr SHT R6 consolidated, inc. �� O (7/4� 546-GGo2 25-gv antimpppquT "¢ 6/0-17 Bre17 /e 6 %r b0 0 l �yt A416 1 VTN W. O. No. '!1047 9 I,-ru C - .- ,Nrm „ 6i// Mi fCh¢// a -- 1% 0.28..8o -00Nry caP tecnlow� AT KtAR' 4 r Te ENGINEERS ARCHITECTS PLANNERS C, .L3 N- 96s 2301 CAMPUS DRIVE, IRVINL UUFCRNIA 9IW I>1•) $33 24W ,Z 9053 SHEET J OF 5, RCA. Na Ci + j + + + / + tiryM1\ A y �`ty u u u u c 5 ,BpU.Up6l,eY T,P,4C7 NO. 29053 MB 909 9-/3 240 16 I'�4 tlfi�y ACPI 1 [•i "1 c'E7I� ` ' 142, 95, w ._� ( _ L�� I�. / I ��> •rE�r � sky _ I—- 11. 1� , !p[i �4r,, �PEBT°P/CTEO. d...,�/T .UO ?9093F• e/ Isis 1°hMll._ --�a l%44.iLuPOF / - E I� • �\ ^�` ,. 1a 10 4 '<.'11�:\ F.F.'131.4 Rp1( eF-747.J � - �� ., — --- � �_ ��fzsz /3/4'_1, 3 , Rev, 1 I CX ® r r•, ; - - a / I I ''' II/— t jppAr -7-r.. 4EP ' 7�fW./r f \ .• i � � / a \+, ��. Z 4' 1 1 ° r.P13U.q 3 /11 FF, 7y5 ��` I'` �Y � p � I — Jai—,�! _ \Ip ��E` � �.18�4#1'E _—. _.. / � / - _" '\ ' � N.�_.r,— _ 1 �\ r // � .: rz C ,, , t t .; - 1 e jl, 1 � ,',' .,; I�-. - l — ._ --- •`GO. 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I, : L 2 9 w...° N89^lLl'38"E I\ NWIN, SIB REJ E' \ f � a NINY 1j1 +e.-� /' (i •q3� v "v `v p 6°41'09" R.ICeOo 1 H�IO -... 13� •gi \ Fi' F••" - 1',',: w. / °',. m. N89'34'13"W IZLI9' _ _ 1. \� ` b. •^ - •' 0.. .. y SY �FpJ*•: � q.Y ._ 'L�d \\ �`3) `��'! \I � GA' 3.98' ~ 1 m °�O fig. °41'.�E ,F �' v m � � � � ,. . re �+ e• 20 v a 3 z�e.a/ - y1 % r o v. �\ ;� \ `` \\ %N ex d° ° a o� - J s �•6 \ R m e• '� � � ,r �i �' Nag°aa'I ' p- N61'2 L-TO3 V20.0 � R=$8°3 209' i 13 0.Q 40 N 12 .19 o6or a4We o IFFO• ,. � s � / � Wt; a° - � = ,. •> o.s m � \x. :I .I. I ` 70' I 25 y\ ; (1 0 �Q ti ,r � F' i .Ip't' .• 1 � s ryy/ � w � � �rl� �ry �9 �� >O \ I '�' � _ 0 p „�'1� LE • Iv, �<. v � .,,. � 0 1 AA�t m � ��'� � �) `�/ ; h ' o o >y. 'If � � -� — � �ti m � � v' e` 1 lrL•/1 / i ,� / ';h - n /•IQ�[R��{p\7 \, , � . � s , \\ � � � ��2 � �,. � )es m ,ea. � _ ~ �• 1 � -� / 1 ? � � J d � I J �-_ 2 / " �4_ •. S d '.I� p % s. P W � � i �ba�� y � W^ ` {1/nW �X ��// �' v\•". .1 � y0 p0 ,� "� l � / / t u' N 1 a • t '! :'i N 0 Ih4 IIp9�4\J ' �•` a _ � � / � �� \ ' ,h \ �'Y ma / "- * „ / / � � �C i � �_ z `('�,/[/.�u~n x d`F�IkMK 4, I II `°M I • / / / /� ^ �. -� 1 ./ C ZO A G�4 /�' • �� bW 7.4 �- ^wig , I'. II - °/ - f6// 19 + 14 pow 3•g4, j 1 q1U 4 v _ a vi Qp } �6 v �•� 7 �I conwlidated, Inc. INCINEERS ARCHITECTS PLANNERS 1301 CAMPUS DRIVE, IRVINE, CALIFORNIA 9Y713 Lbl y{(oYERT`2 LW!Er� ft�x jNe PuRPo�E oP GOnPUTING Rl:caulR L01 AREA AND �LIILDIN6 GE113AGK5 AfCE Ay PROVIDED I" L04 4WOVLI;1�1 CDLLNTy ORD. I`I°- IAO)A VOR ALTE2NATE yjrteET C�,56iioJ AN4J A� �1iOw 1 ON T41E REGOizO 11A7 foK THIS PRoJ c1. INDIGATC/o QXI ,TIIYCt j7RIVYWG.V OPL t•tlNaf P1-OT PLAN hIOT�' SEE SHEET 2 OF 3 SHEETS YARD GA7CH PjA�IN� AND pIPEC SHOWN T�AGT 2905 3 H> P,eoi,4 Agf{ - 7O 1� CoN67F�OCT�D r'eR DETAIL-G SHOWN OH HSI of APPKDVE�-G' LOTS 1 +hra19 & LOTS 92ONO GRAPINCt VL.AN. v DEC 2 91980 A L TA SURI/Ey (SEE SHEET / FAP ,dL1 NOTES y�,PEPEPE,VCES.� V S'7'EET 3 a� 3 SHEETS. 4/0 72o J/ A I I a + + + n u t C7 I i vti% conwlidated, inc. YgOfERTV LI4E4i, fOV 1" t PURPosE Of GOMPUTNG Vr-QUIRED LOT AREA AND 1*31AILDINO Ate A4+ PROVIDEv 10 L04 AgarLfo CouuT'? oRD. NS IA -)A f-O2 ALTERUATE e�TREeT A'WD AZ �iHoWQ ON THE vti C'OWO M&F fog TW5 ?RoJ cT, I �4 9 .moo 0 :: NOTE" SEE SHEET 2 OF 3 SHEETS `TARP CATCH bACoIN4 At-4I2 PIPEir, GHOWt-4 H> tZ�or4 AREr -TO P.� CON4G7RUCT1=0 PeR pr-TAIL,G SHOWN ON CHI=ET Hal or APPROdC--1? GRADING VL-A1-1. 9L-OT PLAT 4 TRACT 2905 3 J,oT5 i +hra19 & LOTG 92+hrui0i IN 14 V 3 A L TA SORVEV SEE SHEE7 / FQP ALL MOTES E,PEfERE�/C SNE�"T 3 a� 3 sHEETs W/O 720 ENGINEERS ARCHITERS PLANNERS 2301 CAMPUS DRIVE, I RVINE,CALIFORNIA 92713 tm 820 780 740 I a F Z 0 a _ ¢ V W W f N fA EXISTING GROUND _ PROPOSED GRADE EXISTING 720 ' P I PROPOSED GROUND -------------- _� �� I R� -_--/ - GRADE 640 �- Oal E-W SECTION FF-FF' N85W SECTION EE-EE' o. uii EXISTING EXISTING WATER o 880 GROUND r— TANK —� p - PROPOSED GRADE 700 EXISTING 840 _=_ - C-_ y - - �� q! ;J P PROPOSED GRADE GROUND''� I col -- - _ia_ _ t 660 - om — _ _—> T 800 a 1� N60W SECTION N82W SECTION sp Ir GG-GG' HH-HH v `� _ PLATE ]HE S. E. Me&" 11 AwodMaa Im. consu@urp fn fM Earth 3 .a.... a«... r 9 e [9rol W EXISTINo /GROUND II�• m W N b � I (L PROPOSED 780 Ir w GRADE N J• ! --- - - '�� 740 '�-- R Qol TP — --- —� —�_ EXISTING GROUND � _10 -0- 700 �i---- -- - �— N6W �. .. f�• ui W F v7 a 860 3 a J rn 820 z m --- w I �°�irPROPOSED v v GRADE 780 � n a 740a Col , 4 _ ---� J EXISTING Col — GROUND m poor }ti I -I t, 700 -- LANDSLIDE TO BE REMOVED) 660- P } N x oa /f a i o PROPOSED GRADE \ \\�Tp _1 Tp \\1bIJ? SECTION K-K' �)�L PROPOSED — '— — — — 960 GRADE 920 EXISTING—T — �GROUND of �— �_ 14 N37W SECTION A �� N-Np N-S F a ' ui W N O c I R 880 PROPOSED EXISTING GRADE _ r GROUND - i 1 840 -- — = t `P N5W SECTION L- L' SECTION b X = :. , m 900 I = EXISTING GROUND VPROPOSE860� 820 N23W a SECTION � M-M'i� •� 7 J i PROPOSED 860 —� GRADE— EXISTING GROUND-- �--. 820 - -- N64E SECTION 0-0' PLATE IIIB & E. Modem i Auoc"t", Inc. 661". Mf lA Ne EartA $�jw.pp _ DATE 12-19-77 BV.JJB/WFR Snelr 1°. An' _ 1060 EXISTING \ GROUND ~ �. 1040 �- 0 — 5 _ _H s 4 -- — •• PROPOSED o. GRADE 1000 00 col �— PROPOSED PROPOSED — �- --- - a - GRADE _ _ G960- RADE ti�� Tp_-,r.� � -4- � -. - - - -- ��- --- ---- - EXISTING --- _ - EXISTING _TP� emu_ ---.. �i 960 GROUND J_ — -� J _ — - GROUND 720 940 col - --- N61W SECTION Vb W_WI '� j re N50E SECTION (C1 QIi�.Yi- -XI I,f;' N64W X SECTION YV/ Y-Y' G7k 840 _21 �J 800 PROPOSED GRADE y-------- --- ��i� ' e i GROUND G� m t - f - ��i p 760 I �� 980 - - - - - - - - - - - - - - - - �� %' y► �^ ram— "' "�/ % �' 9 4 0 900 tiV N15W SECTION Z_Zl N35W 880 EXISTING PROPOSED LOT45 GROI IND GRADE 840 -- 4- Tp 1000 N42W SECTION 960 BB -BB' �k us pGI-1I� l N-S 2 w U) N a 3 a R c m I EXISTING _- GROUND _ - _ -- -- SECTION CC -CC' �7 9 900 N35W Tp BADE ED PROPOSED GRADE 1 SECTION AA -AAA . EXISTING -8 GROUND \ `` h v SECTION DD-DO' PLATE HID S. E. Madall & ABwWatft Mc. Canulhnh In Mo ErrD ScNrrua DATE 12-19-77 By JJBJWFR SCALE C - a n' W.O. sops D r a m W t1 N � O ' W O 840 EXISTING GROUND �I� .� �/TP—� 800- PR OPOSED 760 . �� GRADE N53W SECTION A -A' W a J 840 EXISTING PROPOSED ° PROPOSED --- —__-- (TRADE --- . � GRADE EXISTING r GROUND plJ— 800 --- == ---� 760 EXISTING — — --� -- 760 _ �— �- �- 720 N 07 EJ- I SECTION "se SECTION D-D' i' E E' 84 E EXISTING GROUND — s_ 760 F I. PROPOSED GRADE, i �I •' L 7 _ 7 SECTION LM EXISTING \ \\ GROUND \\\\ \ 800 \ �\ \ .�1<74 760 \ _ \R` GRA E \\\ PR :�• N75W SECTION 1 B-B' Ilk 940- EXISTING 900 GROUND 1 860 v e u F o a � w N N N O a a m N71WOg g /y�,v-_J " SECTION / d r. OPOSED Lf RADE Col 760 Ft .� EXISTING (GROUND TP 720 PASADO DRIVE �_IJ - N69W SECTION F-F' Col PROPOSED GRADE '�� m , SHEAR s- k�J ~ o a e tl� a.0 � o W _ W O� PROPOSED oS a� aL�/,, GRADE EXISTING �- 840 GROUND 31 800 f 760 N77W SECTION H-H' dp 5eQ PLATE MA contune�er to rn. e'.nn sswrc�. — --, IM' , YWPA1�reilr�I.r /. ... ✓✓ruro A AL r� !/ '1. ASPHALT C'CIAR`O :r I'�2/rGtOg'?D CM" oP- ryvr �B" �_ R5 A52cTY`lo C..w. /e[ hoTh' 4 S?•"s -L- i�._- Af'A✓ I&:V_S ��' M/O -76e,7 - , '')^l' =fIJ L TYPICAL DETAIL T ')FF WALL H � SIIRf)RAIN _ DETAIt _ B I IEA�rgGE .0 B GL CKY_-C l" 11JP p� L• `I I �Jly j I / TYPICAL DETAIL �•G�AI.7e �. �.•",6y-70.'/0 <✓w, f SLOPE DRAINAGE DETNL D Call GI41L GfuDE- � nTER�Ew"Ri s" TERRACES Al" ,..� /,y '. E IA', A R, IN'r GNG �/ DE TO,. a -SFC TrnN I YE�IUtE! / •11 QUIRED-1 NAT,RAL It IVSDII'A, I'WE15 .'a It N. TYPICAL SECTION % - G � NATURAL G4AVf DIVERTER GRAIN D 'j' _ Budding \ I (as regwredl y Set C=i t I - Foundation Setboch N tl H i as ou BOundnry CUT SLOPE FI'-L SLOPE REOU:RED SETBACKS H (feet) aA b c 1 d 0-10 2 3 2 3 10-20 H/5 5 H/5 H/5 (3'min.) 4.H/IO'I H/10(5'min)H/5(IO'max.) H/5(20'mox. Over 20 w See Section 7011 for additional requirements. s a 15'-0" Maximum FIGURE NO. 70 -A N0.2 iRUSH'ED ROCK PER SUB-DRAiN s SPEC/F/CAT/OAn � ANJ. LATERAL JaEn/CNNv NOTES ALL PIPE 41' D/A. SNAGL BE PLASTIC, TRANSITS OR ACCEPTABLE EQUIV W/CRUSAIIN6 DRAIN Ot7AlL 57RENGTH OF A7 LEAST 600 POUNDS PER FOOT. -3' COMPACTED FILL 31A.V.t2-T -BT,r REy u/Rnn'u 9 SUBO.PA/NS OUTG ET -�� -4" PIA 70 PAV--O /_PAK4CGS 1 I?LT✓P P/P SuB D.V O: WHEREVGR Po55/BCE / 3gNCN/Nci 4"D/A 1,0V P! ! I'f: LA'ERE. / IM'.I Y P1Q /5 TYP A" .R SPAC Nb D. " 20O '- 4' I23,V SOBS v4,p/C5 - SEE o' IN faQ LOCAT.vvv e O.-ME/. 501✓ TYPICAL BUTTRESS AND TYPICAL STABILIZATIOAI FILL SECT/ON 'VOTE; ONIi T SUB! RAINS ON : 05E AREAS' NUT_O AS ST•d B/LRA_T/vN PLLS. e I tt I v _ y r r r Sir loll t lvnllr� 1Yar err _ GENERAL NOTES _ COMMCTED .,A' LEGEND 12" _ B.W. BACK OF 'NALK ' aLl WORK SHALL BL DONE IN ACCORDANCE WITH IHE EXCAVATION AND GRADING T.C. TOP OF CURB -ObF, COUNTY OF LOS ANGELES, AND ANY SPECIAL REQUIREMENTS OF THE PERMIT. QEj"I p_ FL FLOWLINE `YP BERE4 AT 6P OF ALL FILL SLOPES TOP TOP OF SLOPE THE PROPOSED USE OF THE SITE COVERED BY THIS GRADING PLAN IS FDR: SL LDCNTED AT leiJe Of PAD, TOE- TOE OF SLOPE :Tlh' LE : rM,'L /' ,?E=/DEA'T7AL SCJEi0"1.-5;'.vt'. y INC. INLET OF GRAIN , THIS PLAN CONFORMS TO THE TENTATIVE SUBDIVISION MAP CONDITIONALLY ENV. INVERT R DRAIN ; "F __ / �Y'N G. B. - GRADE BREAK APPROVED BY THE REGIONAL PLANTING COMMISSION FOR TRACT N0. 29053 I T5. iP` - - x. 1 " ON UGUST /b. /977. c'.. I } 1 �. F. G. FINISH GRADE �_ T F. S. FINISH SURFACE pe,,. ° GRADED SWALE 4• THE GRADING INSPECTOR 21( 3 97'4 7r(o4' ) AND SOILS ENGINEER -T -9" GUN/TE 0,G' '_ - CERTM'INI �I' SWALE HIGH POINT (7r4 546'eb02) SN LL BE NOTIFIED 2 H URS PRIOR TO COMMENCEMENT 1 _ __ - OF � GRADING OPERATION. II II , v -' �- 6 .. � °` /o x ' %O Oi</A?L' .^ 'E . r' r �" `I PROPERTY LINE -_- CENTERDNE L'V Inl. S. NO FILL SHALL BE PLACED UNTIL STRIPPING OF VEGETATION, REMOVAL OF ,.,, „ ,� r 1 H D - ___ - - EXIST O UNSUITABLE SOILS AND INSTALLATION OF SUBDRAINS (IF ANY HAS.BEEN " `J -EXIST.CCNNTOUR ) 3 �CDYYOq trl L[ �-'� TYPICAL DETAIL w ° ��- PROP. CONTOUR NSPECTED AND APPROVED BY THE SOILS ENGINEER. S E T Y ` `": It PROPERTY LINE -S - I - A TERRACE DRAIN "` \ INLIINE 6 OF DENSITY AS BE PTCM. COMPACTIONTHAN NED DETAIL c _." DAYLIGHT BY A.SLL DETERMIFILL SOIL TESTgD-15577---70UT TTPIC.AI BIDE 1111 URAIH<eE -2m.-� - SHEET FLOW 9 RATE 1 P- PAD ELEVATION 7. FIELD DENSITY WILL BE DETERMINED BY THE SAND -LONE METHOD A. S. T. M. I FF.-- FINISH FLOOR EL U-1556-64. IN FINE-GRAINED, COHESIVE SOILS FIELD DENSITY MAY BE 1 Orlglntll 't`� PROPERTY uA1 -E�•�'-D G.F- GARAGE FLOOR DETERMINED BY THE DRIVE -CYLINDER METHOD, A rM, O2037-7' - .,-,Original Ground STREET - B.V.C. -. BEGIN VERT. CURVE EVC END VERT CURVE .-�.. -•uyET N-r Ld-- . OF THE REQUIRED DENSITY TESTS UNIFORMLY DISTRIBUTE13 ARE BY THE SAND P.I. - - - PT. OF ATERSECTION CONE METHOD. THE METHOD OF DETERMINING FIELD DENSITY SHALL BE SHOWN p.g- -TOP OF SLOPE IN THE COMPACTION REPORT. OTHER METHODS MAY BE USED IF RECOMMENDED BY --TOE OF SLOPE THE SOILS ENGINEER AND APPROVED IN ADVANCE BY THE BUILDING OFFICIAL. //L/ 30 1 I •oE of scO::L B 6. ��_, ' 3R 3M'n B. NOT LESS THAN ONE FIELD DENSITY TEST WILL BE MADE FOR EACH 2 FEET VERT- ICAL LIFT OF FILL NOR LESS THAN ONE SUCH TEST FOR EACH 1,000 CUBIC YARDS Q I/ e" CURB / OF MATERIAL PLACED. AL a, 2 1 Cut .14 CONCRETE 11 ESTIMATE OF QUANTITIES a J /2" / WIN RUNro@nn 9. NO RACK OR SIMILAR MATERIAL GREATER THAN B" IN DIAMETER WILL BE PLACED 3" Cone or / Slope rrt. eAe- . ro/«,O coMxEON Swaep IN FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED .IRE Idea.-. . -X, GunHe « eio MAY BY THE SOILS ENGINEER IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL. I 0 0 m+ _j F'" *lox *10 w w F E NOTES 10. CONiAl0005 INSPECTION BY THE SOILS ENGINEER OR HIS RESPONSIBLE REPRESENT - DETAIL G FOR STEEP TERRAIN u@e roR uoe TRIED OUTRucrrON 1 A E% OVERALL OAO1[NT @"ALL 1E VAIN- ATIVE SHALL BE PROVIDED DURING ALL EXCAVATIONS, FILL PLACEMENT AND COMPACT- 1 E, rucPucn, e70OPS, WALK@, ETCI TA YED NAGEEG REAR or urc TO cu@t ION OPERATIONS. I OR DRAINAGE A@e eTnucrwE r A re% Y,YIYUY ILOWLI.f 1e REQUIRED AROUND 11, FILL SLOPES SHALL BE NO STEEPER THAN 2:1, UNLESS A SOILS CERTIf ICAT ION IS / T„c NDVee To A DRAIN•@@ STRUCTURE OR .1--------- 141 ST1e<r SUBMITTED IN ADVANCE AND APPROVED_ BY THE BUILDING OFFICIAL ALLOWING A 3 a AYr uADre NT GREATER THAN 0N% THAT STEEPER SLOPE. CARRIES YARD DRAINAGE SHALL AVE A PAVID SWALE DR V' DRIVEWAY NG NDcr DRIINA@E OVER @LOP1e IS PER- 12. FILL SLOPES STEEPER THAN 2:1 WITHIN A GRADING PROJECT LOCATED NEXT TO Y11,1D P' UNDEVELOPED AND UNOCCUPIED LA14D INFESTED BY BURROWING RODENTS, SHALL f p POOTIM@ DEATHS DIAC WAY REQUIRE DEVICES ADJUSTMENT 7 Original �� R, out ro AD.IAc1Nr Gq.1YAae DEVIeu BE PROTECTED FROM POTENTIAL SLOPE DAMAGE BYOWN6,P.q,,ME ,t. SG4F�• l5ee" G r,.�und`l I �F' -_ 11._ •" F--Iz _��a" h'A LY FnE /1.7/ro'-.E ocguRRCWiN4 EEct/VT_`; q,7/Nc 9G^ O. aRAI1 I% L t _ / n :: A.-.- .'.%t•!PG'i'' AN EA'72.C�A�N/!7<7E' R'P_ Tifh< F-EA'.'."..4L. 13. CUTS SHALL NOT BE STEEPER IN SLOPE THAN 1 1/2:1. / / `•` / t Lee ESTCS CEYINT'DITuY,N1I[D "BIER. OR - n.r-cRA l N DIRECTION tN.0 USE 14. ALL CUTS SHALL BE INSPECTED DURING THE COURSE OF GRADING OPERATIONS TO SITING@ AS AI OUIN IO lop WANTS I111.a Y INSURE THAT ANY LOCAL OBJECTIONAL CONDITIONS CAN BE RECOGNIZED AND ,. i cogcRlTe CORRECTED. -Slope 3"Concrete « un to .. _ VJ1}h 6 x 6 ' 100 10 wW c eA ♦ s A -�`�� UP TO ,ODD so Pr AREA, A•' YIN 15. PR/6R 7o :SS[lANCE OFB'jILO/NG PECM/75, A SOILS ENG/NEER/NCO 4£Rr.4TS✓4LL FOR FLAT TERRAIN IDDD-GOOD eO„ARE A. AIR Fie 5a.0I ='pew7EE:iANS/vE PF27oGG>nE50PS�J/G5(i1sSYSUC// SP,LS A2E _ I / TYPICAL DETAILS •<°: TA :-T[n..,IN DVEq 69DO S0 ,qL, .I DESIGNED BUT E' Y,N � ;✓ / � E �Y � 74-Z�,4 � �A" DIVERTER TERRACE TYPICAL FINISH GRADING Pr�rur .yL ��,b <w� .��/ L� CIC�WAff4WZW77,,._ /?•.c' 'S7 'V' i J.✓... TF„"r5 rY'G%GFfi'= 1.'%4:'..N.^l.: M--•M1'yv n/ _i✓L5: tf3�T%1't> CONSTRUCTION NOTES 16. ,PERIODIC -PROGRESS REPORTS WILL BE REQUIRED DURING GRADING. A FINAL REPORT FROM THE GEOLOGY CONSULTANT WILL BE REQUIRED, APPROVING ROUGH GRADING, y FOR PAVED DRAINAGE DEVICES PRIOR TO APPROVAL BY THE GEOLOGY SECTION FOR ISSUANCE OF BLQG. PERMITS. FY'`'Y F e 1. APPROVED MATERIAL FOR CONSTRUCTION OF DEVICE IS EITHER 3" CONC. 17. THE PLANS OF A DESIGNED IRRIGATION SYSTEM FOR FULL COVERAGE DF ALL �_ WITH No BARS LONGITUDINAL AT 24" ON CENTER WITH No. 4 TIE OARS AT PORTIONS OF THE SLOPES SHALL BE SUBMITTED AND APPROVED PRIOR TO ROUGH .SECT/Q/V XX 40/ +- A 48•'ON CENTER OR GUNITE WITH 6"X fi'-RIOXRIO WELDED WIRE FABRIC _ �4-/R.� GRADING APPROVAL BY THE COUNTY INSPECTOR. TYPICAL DETAIL / � 'E x6"I OARIO UN HU 2 THE PAVED DEVICEINSPECTION AOEDEOSWALE IS REQUIRED PRIOR TO INSTALLATION OF 18 SYSTEMSFINISH GINDING STALLEDLL BE BEFOREOOCCUPANCYAOfRBUIOLDINGSPE PLANTING AND IRRIGATION mir er I�,In,te G t 3 THE GRADED SWALE SHALL BE PRE -WET PRIOR TO PAVING. - VELOCITY REDUCER (C ) 20 TERRACE DRAIN 4• PAVED DEVICES SHALL BE CURED WITH A MOISTURE LOSS RETARDANT, 19. SECURE PERMISSION FROM THE ROAD DEPARTMENT FOR CONSTRUCTION, GRADING AND/OR DISCHARGE OF DRAINAGE WITHIN STREET RIGHT-OF-WAY. I,� 9 ` S[f sTA<sr wM rE,Rws I ?=O' P _SEE LLL��1 g /bR CCA is' Ev'rwix/ RMdr o"How /SPLASH WALL DETAIL 10. SEPARATE PLANS FOR TEMPORARY DRAINAGE AND EROSION CONTROL MEASURES TO - x 34ti rWi1JI0 Q"6C. X 9 PC � _ B"_ I KBE USED DURINGTHE NY SEASON WILL BE SUBMITTED PRIOR TO OCTOBER 1. .asa s. THE CONTROL DEVICES SHWON ON SAID PLANS WILL BE IfJSTALLEO BY NOT LATER /'R/. - THAN NOVEMBER 1 AND MAINTAINED INOPERABLE CONDITION UNTIL APRIL 15, 0 .. ��- �- �-r y.orr C�h7v rr.+ MT/ ��A� -� BLac•r- awcwr.l« ,^sGLs. 21. THE I:AIS'C NCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAIL- ''] ABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING 1- -�- 7�- SECTION ""Oren rnvsrercrnw 5L O�y - SEARoIce D.gR.N DTILI7IES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED 1 `•_ or rR'sY!V1C LR s.V<LL I -1- - 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 ,wo zi rvr ern Co,VI _UNTRACTOP FURTHER ASSUMES ALL LIABILITY AND RESPONS761 LTY FOR THE PLAN _ ____ -. _-__.1 UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAW - ROW, - INGS. x i _=o'_ THE CONSULTANTS SOILS AND GEOLOGY REPORTS ARE A PART OF THE PLANS AND T'-Y' !'• - _ Ich I SPECIFICATIONS. -� 23. THE EXISTFiG TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE L__� ^UTILIZED AS THE BASIS FOR ALL EARTHWORK COMPUTATIONS. SAID TOPOGRAPHY 04A«sNil 9SHALL BE PRESUMED TO DE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS A DEVIATION IS FOUND PRIOR TO THE START OF GRADING IN ANYSPECIFIC --AREA. ANY DEVIATION SO DETERMINED SHALL BE TRANSMITTED TO.ALL INTERESTED ,SeaA yt 1 PLAN I; PARTIES. <'Or'A/%PClclLrpUa$eC}Ion B-B '�C1 DOWNDRAIN INLET STRUCTURE F PARKWAY DRAIN DETAIL 24. ALL WORK TO BE SUPERVISED IN ACCORDANCE WITH SECTION 7014 OF THE LOS ANGELES COUNTY BUILDING CODE. 5•Min. /' _ _ __ 25. PROVISIONS SHALL BE MADE FOR CONTRIBUTORY DRAINAGE AT ALL TIMES. !' F� \\ A /I 26, CONTRACTOR AGREES THAT HE SHALLASSUME SOLE AND COMPLETE RESPONSIBILITY Ev a-�y� _ r FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, /N ��?_ -- "�._- - _ ---.--,__7 -- INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT - l- �tlYTHE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER i I HARMLESS FROM ANY AND ALL L.IABLILITY, REAL OR ALLEGED, IN CONNECTION WITH AT S/OEYARO �Itil _ A L___J ITHE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLTGFNCE OF THE OWNER OR THE ENGINEER. R/ OT ,I�E1 P All `a ma` s 3 oa7:RlN 41ARATE APPRD✓AL F,EiN/ r:0!/NTV RAgO QEPRQTMENT FQQ / Q CT '' l�' "c.y5?:E'UCTiON W/rH/N TH4'R GNT- Oc WAY. ,or / /45RG Agw atl h .. 6",F L+EN7W W/TN 4N 4P,oR0✓ED GQpUNO !b✓E:P � P ,i ,Y:! CVT /'7LL SLOPtS W/LL BE 0 �_ - - - - - - R.G _- - .LYC AWZIVIZiI J W/TN AN /RR/v47roN S✓S7e AS SOON AS PR.MTiC44 AFTER 10 ' (•r j - - _ �_ - �� 0 = IADI/Vri, /A' 45I[N77LLV TD 7W-- fP.C'd/NO M✓EA? 1%4417! SUR:/L -3 SAWe'w Ar,pA ONCHYJE7jS -F"iN GR. OR 7REES-`rA:-,O 47- Zf) I dV rZ' T A? Bon/W0 4PA4'E0U/✓AGENT 0211v4770N 7.YEREOF Sw4L4 dE/N5TALLED aV,,C14 51A111- W✓ R /5/7 /4' VZAS//7 i /• f. ) /K/0R 7-^• CANM6NJN6 G2AU/NG OR''RAT/ON" /N -A= ZJ.'Y� CdY7Xq ^ US7- GIA o `--�,POUGi/ G.pAOE LE1•Z"L . �'V/SHE.b PAo ,� _ SNJWi,' ON �.PAO//IIG PLAN ,r-- C' G"' 1C7 TYPICAL LOT ROUGH GRADE '�- --- -- `-�-' I/ TYPICAL PAD REMOVE UNSU/TABLE OV EIZ - EXCAVATION 9 h'ERG.'ON CXIE-5 NOT NCLLOE REMOVA<. OF U/v�U/TABLE MA7Ef?54G JT�'CUT FOR BEiI'L't//'Vv. THE v.VTiPAL'7')R 5/'/ALL E 51; MAT THESE /TC-.V/.S AND MAq f :2t' ALW4N0,5 FOR?71eV /N H75 B/re f1% /.J -7M -'_+'A."V A PERM/T 70 OFir.P4T£ �/✓UIF'AlENr' FRM! 'TA'E FIRE DE?�ARTMFN/: ROUGH GRADING MUST BB- AAWROYCo BI'4 P:V%AG GEoL 6,VoND So/LS L-NG/NEER- AR� A'G, REPORT 4,VD AN AS Bu/LT GEOLOG/E MAW" MU52-gE W- LOPED /N TIvw /7A/,4G yoga �� CQ, iif:7000/c REH�KT_Y/ TTED 70 �'.UE ICY/M7' CjL=J[06/C SEL1,4 ✓AV.e ,FLAY/EW /B.0 o DQ. 87 06W711ZY ARE REOU/RED ANO BE y 5'l/5Y7/TTED TO TX<E 6V&&7-Y 6EOLOG/ST 11414 TER/AZ. trr>T-; REOUI�IN�] 1 32 GR/9D/NG PLANS N7//ST BE 5'7GNE0 6Y 771E .90/LS ENG'/NEER 11,40- $'LDPL= ® b' FlECO17iIVGTICyN1 TY P I GA L r7T Cz E ET - ANO EA'�'/NEE?/AY,' �EOLG45'1ST PRIOR 7Z7 QRAO/rYG APPROt/,9L. /;f2 CnMP.gC7E0 -o --- P.PO✓EC �� I. Gr---.-7 /'744 �. TZOUGH GGZAI�It.I� O/B'R.4LL TENT btAL COMA-�CTE� -;'LGs MUST ISIgo vP VVV BE BENc'NEGr /N7c STABLE JVICINITY M�C� 3� NGj M I /,�� A?E-REAL AS,JETEKM/NEO ✓. o r`Ty� Br' <�pjcS 6,V�^iVEE,P. TH/S f� Z. APPLIES yNOER ALG Fi«�. 9L=E SHEET IV? fOR PAROJCG'T INDEX STA,PT/A/G /DIETS CO/7�C ET/O Y OA TE' 9 W/NCOMf'L.fTC Cu7 $L OPE P.e/O'P To 15 A,eT//VG F`LL. REMotE A-L_ Tocsa' , caGLuv ✓y ANo CeE,'o I HEREBY CERTIFY THAT THIS GRADING WORK WILL BE °°4'`�e� Fro v reA/,"ror✓, SUPERVISED IN ACCORDANCE WITH SECTION 7014 OF THE LOS ANGELES COUNTY BUILDING CODE. COMPACTED FILL OVER CUT SLOPE REGISTERED CIVIL ENGINEER /NO. DATE OWNER GEOLOGIST SOILS ENGINEER REVISIONS TO PLAN PLANS PREPARED BY ORRA /D /N`y PZ_ ^N PLAN CHECK No. W¢ar`he�e/d HOF7.709 S. E. M¢•dc7// '4seac. //'7C. 5' E_ /'1e'do!! f,✓ Assoc Inc, _ PERMIT No. Z/30 If. 47 b Sfie¢t 2/68 S I/Lrfhaway ✓9/ 2/!B S. f/a/fraw4 521 - - - - - - - - Till C' 'T' /�/o s S -- - - - JOB ADDRESS �L?ntc7 AnL�, L47 9eZ05 9alnfq C,,7a'Ca 50707 S@a/77/q Anz4w, Ca.. 92707 Ean,alldAtEd.IRE. �j /� G/¢r7 Br2/7cJ/E - ✓ 4 I (D I VTN W.O. No. �n4^J-lo .--e------- ---- - _ _-__ _ ENGINEERS ARCHITECTS PLANNERS 9053 SHEET I APE p C Q N- 96B -le-C.E. me rnI <naeus DuvE nvwt uuroaNu trig nw olaao ,�. - A eE r A DIMENSIONS A B C D 40' .17' 2.3' 1.6' 36' .21' 224I.6' 34' .23' 2.5' 1.6E