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HomeMy WebLinkAboutRough Grading CHARDONNA Y H. ILLS GRADING NOTES: RO UGH GRADING PLANS 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 33, AS AMMENDED BY ORDINANCE 93-04. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1Z. DRAINAGE SWALES SHALL BE A MIN/MUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES TRACT Oe310 0 le [ OR N J. MAXIMUM CUT AND FILL SLOPES = 2:1. 4. PROVIDE 5' WIDE BY 1' HIGH BERM BY EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 0000 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT THE '► FILL AS TESTED HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILL SP opo OVER 1' HIGH. 6. A REGISTERED CIVIL ENG/NEER SHALL SUBMIT TO THE . PUBLIC WORKS DEPARTMENT WRITTEN CERTIFICATION - OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THEAPPROVED GRAD/NG PLAN PR/OR TO ISSUANCE OF THE 00 BU/LD/NG PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/F/LL SLOPES ez 7, PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100yr Q STORM FLOWS, ALONG TDP OF CUT SLOPES. R Sp � ED PER TRACT -3 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. SPACE 9. ALL GRAD/NG SHALL BE DONE /N ACCORDANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVES7IGAT70N 0 BY LEIGHTON & ASSOCIATES, DATED APRIL 12, 1988. TWO (2) SETS OF FINAL COMPACT/ON REPORT SHALL �• �8 '.( TR Z3 D BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTA��ENT WH/CH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS TR Z�D G 'C � D �. AND STATEMENT INDICATING THAT GRAD/NG HAS BEEN DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SER 'I 1 a SOILS Ol S REPORT. � � � 1 0 by � H w 10. THE CONTRACTOR SHALL NOT/FY THE DISTRICT PUBLIC WORKS DEPARTMENT AT LEAST 24 HOURS IN ADVANCE / �1�� i � � (� • v CLE CRAM _� = REQUEST/NG FINISHED LOT GRADE AND DRAINAGE INSPECT/ON. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE : (909) 694-6411. '� p►R� % PE � 'l. CH � _ STRUCTURES TEMPORARY DRAINAGE 11. DURING ROUGH GRADING AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE I G� POE � � CONTROL SHOULD BE PROVIDED TO PREVENT POND/NG OF WATER AND DAMAGE TO ADJACENT PROPERTIES. �G IA I <D o r� R° W � <l 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, p�` P. - E volLOi fir !✓� \ Q Pc � 13 •ZG� �(� l AND OTHER DELETERIOUS MATERIAL. 5 ' 5r / !g 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, ANDOQ�p �` l4 ,,� ilo BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS \ I GOv� ENGINEER PRIOR TO PLACEMENT OF FILL MATER/AL. ` lvcF TiC 3lDD-g 14 CUT SLOPES EQUAL TO OR GREATER THAN5'/N VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' /N GRADED PER TRACT VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND I� 23100 INSTABILITY /N ACCORDANCE WITH CITY DEVELOPMENT CODE SECT/ON /7.06 PRIOR TO THE APPROVAL OF FINAL INSPECT/4N. �� I \ G 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS it �0 G 16. ALL EX/STING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING � � .L� , � STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT �D �j ADJOINING PROPERTIES DURING GRADING OPERATIONS. ` �3� �o sfefo00010 00000 00000 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED BY A ooe 0000 SOILS ENG/NEER TO THE PUBLIC WORKS DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL � jow HEIGHT. 0000 ' ` $ 0000018. A REGISTERED CML ENG/NEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD � ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) ' ` A� 00000 ON SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL �'F,� ` EST/MATED QUANTITIES FOR DRAINAGE FACILITIES DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ` / ` � 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANTS AT 12" ON CENTERS / / rTEM SLOPES OVER 15' IN VERTICAL HEIGHT IN ADDITION TO GROUND / ` DESCRIPTION OR OTHER APPROVED GROUND COVERS SL ,/ uNrr TOTAL COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR COMB/NATION THEREOF. SHRUBS SHALL BE ` ' PER DETAIL SHEET 8 L F 3 PLANTEDAT l0'O1N CENTERS: TREES, 20' ON CENTERS; COMB/NATIONS, 15' ON CENTERS. SLOPES OVER 4 FEET ` 1 TERRACE DRAIN P ,8 00 \ 00 I IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER � t ` � DOWN DRAIN & INTERCEPTOR DRAIN SMT 8 LF 360 U.P.C., CHAPTER 10.R. ` I CONCRETE_'DRAIN DRAIN PER DETAIL SHEET 8 820 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NO LESS THAN 1/4 /NCH PER FOOT FOR } 3 LF o / 7 SPLASH WALL PER DETAIL SHEET 8 Eq ;3 A MINIMUM OF 3 FEET. � Q «/ " PERM/TIED." ` ' 8 MOD/F/ED C.B. NO. I FOR PE�WFDRAIN EA 5 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 0000 \ TQ IL S 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DEL/N/ATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY r In I 18" R.C.P CLASS IV LF 185 CONSTRUCTION/GRADING. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND 9/5 00000 ENGINEER FROM TUE RESPONS181L.ITY FOR TNE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING 00#0 CONSTRUCT/ON. UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBM/T TED TO ENGINEER FOR REVIEW AND APPROVAL. oo 0 • TNE CITY I 00000 _ 10I _ TD RVERS1DiE n n NOTICE TO CONTRACTOR. \oe 0 1� Z O' 'ooe � � PROTECT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB � s .��� slrE SAFETY RESPONSIBILITY- II ��, C ION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND SITE CONDITIONS DURING THE COURSE OF THE CONS'TRU T �j NOT BE LIMITED TO NORMAL WORKING HOURS; AND • PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND N \ DEFEND, INDEMNIFY AND HOLD THE OWNER THE COUNTY OF RIVERSIDE AND THE ENGINEER THAT THE CONTRACTOR SHALL D S ' � Fo��t�P HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ` ClCl PROJECT,EXCEPTING FOR LIABILITY AR/SING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE COUNTY OF RIVERSIDE OR 0000 THE ENG/NEER. _ Af E �1 ,f HSR. e+Y CER11Fy ter,•ro of My ` II � 00000Aw� '�� �� � R� � D�mr-6 tft lmmv ME-m 4f*A Del tCT 'OF � 1 EXISTING UNDERGROUND STRUCTURE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR Qa�1CT14a►drN�1f4'�S, tN�e•ts 1 TIt�CD v��1-,fir 14,, lt�(� �=r•1 � II n � �w j m STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS-TO THE BEST OF OUR 106PTNAtV AOp C014MAV-1M IA l;aBsTAlMPeL_ CVAF09MP4k-' WMi'l"M � o KNOWLEDGE, THERE ARE NO EXIST/NG UT/LIT/ES EXCEPT AS SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO �101w Plms r l��o�� � Pegopwf. s�a)k� N4p �y ` r TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR II y NOT SHOWN ON THESE DRAW/NGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOT/FY THE OWNERS OF THE P�' �� 'Y P�f t�b`/ � fb�T P Rpt r Cr. CONCERNED BEFORE START/NG WORK. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND 0 100 200 400 600 B00 UT/CITIES OR STRUCTURES C �' � ��� RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES,CONDUITS, STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAW/NGS s�+ I °� m^%v044 A► y�u�is , 1M. 43217 0000 II �715c4?4 9r_• c1411 SCALES 1`=200' N�GNNVAY UNAUTHORIZED CHANGES & USES M AMTR oN M4?'M: ���- �� STATE J 11 i� / � m sw a�aa / z CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE toe SHEET INDEX o, FOR, OR UABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL OF 2--6 PLAN SHEETS VICINITY MAP CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS LIS O 3 - o ($G"O, SHEET 7 STREET TYPICAL SECTIONS NOT TO SCALE AS OUILT E ftl4EM (ROUGH GRADES SHEET 8 DETAILS SOILS ENGINEER'S STATEMENT: . �. IALT BENCH MARKT LAN IS IN SUBSTANTIAL COMPLIANCE r)�/ I HEREBY STATE THAT THIS P IW�dNANi A.XAUNIS R.C. . 7 pK1'E of Essro WITH ALL THE PROVISIONS AND RECOMMENDATIONS SET FORTH IN THE QP SNY DO QQ�PN �� Nq� COUNTY OF RIVERSIDE B.M. N0. T-29-81 PRELIMINARY GEOTECHNICAL INVESTIGATION REPORT DATED : APRIL 12, 1988 �� <c, �1 OO c<,l, 1-1/2" BRASS DISC /N CONC. CYLINDER LOCATED FROM THE AND SUPPLEMENTAL REPORTS: ESTIMA�E"D INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 �; No.2382 co rt MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF EXP.0M THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE 0 NO 43217 rn �MWDRK QUANTITIES: RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. ui O's �G�vr ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES � Exp. 03-31-00 CUT 3850000 C.Y. CORNER 6AROUND S0.INTERSECTION 1' E. ,F A N. HA PLP.K(NFENCE,94'1 0 ECN� ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR _ OF CA�`F N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS SANJAY GO�IL �. 2382 EXP. 6-3D-D2 DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY ��, `Q' FILL .38S,�DO C.Y. . G•E. THE COUNTY. >q I V 1 L OQ� WITNESS POST SET 1 W. OF MONUMENT. cV OF ADJ. DATE 9-13-82 ELEV. 1128.410 L D 98-0686R • BASIS OF BEAR/NGS: I APPR. DA TE ENGINEER OF WORK: DRAWN BY PREPAREr BY SHEET o DEVELOPER. REVISIONS • , . � TRACT NO.. �3 r 00 ,�, � � SOILS ENGINEER.Flo eV/S/p/Y9 7 /VI ,010�3P9 rD MA-7,ff TF�ieo#Iuc REGISTERED C/VlL ENGINEER NO. 4JTZ f7 DESIGNED BY - GROUP CITY OF TEIV✓ECULA 0r ' L r-, NiN.A T EXP. MARCH 31, IG 000 REWEWEO BY �. P1ANNiNG• 1�fGMMINC•SUR1?YiNG 0 i LEIGHTON do ASSOC/AYES PORTION OF THE CENTERLINE OF KAISER PARKWAY ME BEAR/NGS SHOWN HEREON ARE BASED ON A - ^' �y{0 Link Aoula��rd•SuU.e C-226•Sin Dl.�o, CA A2121 `V DATE.- _ (61>i) 550-oY01 SHOWN ON PARCEL MAP NO. 21884 FILED IN BOOK ROUGH GRADING PLANS c 41769 EN C/RCL E N. SU/TE lD2 AS 2 800 CHRISAN7A OR/VE TEMECULA . CA 9259 144, PAGES 24 THROUGH 33 OF PARCEL MAPS IN APPROVED BY.- SCALE: BENCH MARK. OF SHT. . SUITE 0 Q THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE �,RF�,o,� F PclaL/c woRKs TI TL E SHEET ZO COUNTY, CALIFORNIA, BEING NO l e 40' 00"W, v � T DONALD J PARK4� AS SHOWN SEE ABOVE FILE Ni-, MIssIow VrEfU; CAL!FORNiA 02691 R.C.E. 1974 ��.� 9-30-DI (714),5",98-�8500 ;f DATE. 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AS DO L . .... ...- — — ­ �_ I . - .._. &VJ) .......- . . 1-1 I �) � .0R41A1,4i9zc-. 0Z1,rZ,-ctr - . S I ............ .. �_ Aar-, sy; ROUGH GRADING PLANS m- �� _�, .__-, . . 0 PUB ') 1 . - b .... ......_' -..-,.-...-..-. - - --­ ...I DEPUTY DIRECTOR OF L IC WORKS FILE NO. A/r5. " '., . -� ;�, �_, ! -- I MA, " u "j 1, , L. , 'i I DATE - "I", ...- 1 -' 1%`�'i A, , " - ..---,.. . RGIVALD J PARKS - AS SHO WN SEE SHEET 1 . . . - ., - I L —.--, . . ­­....... . / . . I v .- I 0 10" 11 ,- .. ...___� ......._. I - R.C.E. 19 74 4 EXP 9-30-O/ I . 11. ...�_,. .__�... . -, _.. ..- - __ _____ . , --- I . . , -- - - ­ ..... - ��, I DA TE. 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E NATIVE MATERIAL G�Ay�` 1.5'TYP ROUGH GRADE LINE �� �, .. 1/4 /� 6 CURB 2.��► 2.�yr 6 CUR 1/4 /1 __---�_ TYPICAL STREET SECTION 44 C C 8 CURB CITY OF TEMECULA STANDARD 103 T.I. =6.5 ;rY. .................... ........ ..... ... ,.T..:• 0.3� V SEC TION 'A " --- --- BASE COURSE COMPACTED SUBGRADE PROMENADE CHARDONNA Y HILLS THICKNESS TO BE DETERMINED /At PREL/M/NARY SOILS REPORT. ROUGH GRADE LINE TYPICAL ROUGH GRADE SECTION 60" R W -- 36' CIS CITY OF TEME C ULA STANDARD 105 SE TION 'A 1, T 1.=5. O R1'W R CERCLE CHAMBERTIN, CHEMIN CHEVALIER, CHEMIN DOMAINE , 20' MIN. B.S.L. 15 11 t so 15' COUR CITRAN AND PLACER CONDRIEU. 40' THICKNESS TO BE DETERMINED IN PRELIM/NARY SOILS REPORT. 1 d' 20' 20' 10' 6' 6' 1 A.C. PAVEMENT 1.511Typ. AD EL EV. ' 'F '/4 FT. 8v CURB 2-ox 2.OX 8 C1 IRB 1/4 /1 ... ....... :::... 0.3' 2 COMPAMM BASE COURSE ` M477W MnWAC ROUGH GRADE LINEET Y W I L Y TYPICAL STREET SECTION 40' CIC (s" CURB) RIW RIW CITY OF TEMECULA STANDARD 104 SECTION A T/. 5. 5 THICKNESS TO BE DETERMINED /N PRELIMINARY SOILS REPORT. OPEN SPACE 100 LANDSCAPING 50 50 2' 76 RUE JADOT 12' 38 38 12' .�,. 6' gyp. A. C. PA VEMENT R/W R/W' 20' MIN. B.S.L. I :to 2.ox 2.ox 15' 60' 15' 40' o 10' 20' 20' 10' 0.3' s' 6' COMPACTED s BASE COURSE NATIVE MATERIAL �oa''DF 1.5'TYP. 1- AD ELEV. ROUGH GRADE LINE TYPICAL ROUGH GRADE SECTION c �tiF A.C. PAVEMENT 4, r .A CITY OF TEMECULA STANDARD 10i T 1.-8,0 - - 114`11 FT. s CURB 2.ox z.ox r CURB 114"11 ............ ......................... . .......... 0.3' MEADOWS PARKWAY m o BASE COURSE �j�f � COMPACTED 7W U4TER� - THICKNESS TO BE DETERMINED /N PRELIM/NARY SOILS REPORT. ROUGH GRADE LINE TYPICAI STREET SECTION 40' CIC (6" CURB CITY OF TEMECULA STANDARD 104 V T.I. =5. , SEC TION 'A " PLACER LAFITE,, CHEMIN COUTET AND CHEMIN LA TACHE. CIL z 0 THICKNESS TO BE DETERMINED IN PRELIMINARY SOILS REPORT. Q Q?oFEssIQ Q A kQ •T1 PN . �? AS E.i +=NG`.JEER w NO 43217 cr_ Exp 03-31-00 U I Ll .0 IV/ Q) IVIL Q� ARV'S�!!i.YDU�i5 E.43211 DATE. t pF C LD 98 -068GR R&1SIONS; APPR. DA TE ENG/,r�EER OF WORK oR4WN BY: PREPA I ED BY.• SHEET —vim TRACT N0. 23100 REGISTERED CIVIL ENGINEER NO. 02 r T DEIGNED BY.• GROUP, - C17Y OF TEMECULA 7 EXP. MARCH 31, TOiDOr REVIEWED PLANNING• ENGINEERING•SURVEYING DATEDA ,I�/� .9 •510 Lusk Boulevard•Suit. C-225•San Dargo, CA 92121 : (als) 550-9901 APPROVED BY SCALE.• BENCH MARK.• ROUGH GRADING PLANS OF 14 SHTS �y• DEPUTY DIRECTOR OF PUBLIC WORKS STREET SECTIONS ' FILE NO. RONALD J. MRKS AS SHOWN sEE sHEE r /9 g R.C.E. 19744 EXP. 9-30-0I - w. DATE.• 396 - 146. 06 COMPACTED FILL _ 6' BENCH 4' 4» 8" BLOCK -- 4 COURSES HIGH PROJECTED PLAN 5X � • 1:1 MAX. FROM TOE OF I. _ ti'1 \ NATURAL GROUND SLOPE TO APPROVED � GROUND BENCH SLOPE 2't' L 6"x 6"-- W 1.4xW 1.4 W.W,M. UNSUITABLE •1 � 'v _ MATERIAL V. ,� ° ' BAR R O 36" 0.C. COMPACTED FILL NMIURA T L GROUND BENCH HEIGHT 1/AR/E5 MATER/AL •� UNSUITABLE ' ' 1 � .� W � BENCH ° e � \ /r (TYPICAL) 1"�. CONC. DRAIN 2Z MIN. » ?•/ BENCHING \ a 6"x 6"— W 1.4 xW 1.4 _ • • DOWN DRAIN ANCHOR W.W.M. SUBDRA/N TRENCH e ° •� 2 W. KEY 12' MIN. � � . . . '. . • - l `SCO _ DEPTH LOWER 9E FLOW LINE .. . • . • • _ . ,v' . v '°r (KEY) AS SHOWN ON •• . •• • ' • [,�. BENCHING DETAIL CONCRETE SHALL BE CLASS "B" PLAN .a 12" FILL SLOPES OR GUNN/TE . • ° SUB DRAIN DETAIL �• �3 BAR CONT. N � � TERRACE DRAIN c CONCRETE SHALL BE CLASS 12 c� MIN. , Flu BLANKET SPLASH WALL 14 BARS AS NEEDED 7 DOWN DRAIN — SECTION "C—C" CO FILL MPACTED :1 QACK CUT - "� BENCHING BENCH SLOPES ' Z• _ IIBM 12A CONST. JOINT O 22" #4 BAR 6" 0.C. cn 1't CONC. DRAIN SLOPE BENCH NATURAL GROUND A Cp 2 5X M/N. (Ty 5X Ml . •1 0 �; � c (SEE DETAIL) �• MAX. pEpny 2XAfflal. BENCH BENCH HEIGHT VARIES A CONST. 2 I Frt7, H _ (TYPICAL) W °0 JOINT16r\ - (y) I FL 12" " 2X MIN. ` O 10' O/C MPS 6"x 60- W 1.4"xW 1.4" � �Rp►8� 12' MIN. W.W.M. �0 �.: 48AR Z RNs LOWER BENCH �.�� �` . 6"0.C. 6" 38" 36" C J SLOPE BUTTRESS OR REPLACEMENT FILL DETAIL �-� ♦ • --� — � sjpflpo 4 0 N 1 CUT FACE FLOW LINE BENCHING DETAIL CONCRETE SHALL BE CLASS "B" AS SHOWN ON DOWN DRAIN •- SECTION "A "- An SLOPE BUTTRESS NOTES: FILL OVER CUT SLOPES OR GUNN/TE PLAN 18 MODIFIED C. Be NO. l WITH DOWNDRAIN- ?. KEY DEPTH PER REPO"LANS, SUBJECT TO FIELD CHANGE (2' MIN.) f BENCH/NG No TES. 2. KEY WIDTH PER REPORT/PLANS, SUBJECT TO FIELD CHANGE (MINIMUM WIDTH NORMALLY GOVERNED BY EQUIPMENT SIZE - GENERALLY 1. LOWER BENCH: TO BE INSPECTED BY GEOTECHNICAL CONSULTANT PRIOR TO DO WN DRAIN 15 FEET) PLACEMENT OF FILL. 2 INTERCEPTOR DRAIN J. 114CK CUT PER REPORT PLANS, SUBJECT TO FIELD CHANGE (GENERALLY D„ 1:1 OR FLATTER) QG ' 4. FILL BLANKET 30" MIN. OR PER REPORT PLANS, SUBJECT TO FIELD D CHANGE. INTERCEPTOR DRAIN ; 4 Q" COMPACTED j EARTH BERM M •• ... � PAD 0,0 5�0 5' 1 N 4' MSN 1. t Z• N �• 1 4'- LEGEND TERRACE DRAW WALL PLAN KEW EARTH BERM DETAIL — SPLASH WALL NOT TO SCALEB.C. BEGIN CURVE (7YP•) (TYP•) a B.V.C. BEGIN VERTICAL CURVE FINISHED GRADE B.W. BACK OF WALK NATI M4AL GROUND Cb. CURB INTERCEPTOR DRAIN C.F. CURB FACE G� ' MIN. C. C. —END CURVE ' DOWN DRAIN �P E.V.C. END VERTICAL CURVE �o F.F. FINISH FLOOR ♦` `° r- �- �OQ F.L. FLOW LINE o _ 1 F.G. FINISH GRADE UNSUITABLEI F.S. FINISH SURFACE �_ �~ MATFRAL G. OR Gr. GRADE z 3d MIN. G.B. GRADE BREAK A G.F. GARAGE FLOOR T FILA NOTE.- . co�1'E6 OVEREXCAVATE AND RECOMPACT H.P. HIGH POINT OF PROTECTIVE SWALE � INTERCEPTOR DRAIN TO DOWN DRAIN. NTS S' DEEPER OWREXCAVATION & RECOMPACTION SHALL BE PREFORMED INV INVERT 4MIN IF DETERMINED TO BE NECESSARY BY THE GEOTECHNICAL CONSULTANT. M.C. OR M.0.C. M1D POINT OF CURVE v GRANULAR sac P./. POINT OF INTERSECTION (MIN SAND EQUIVALENT OF 30) ,.:'° CUT—FILL L 0 T P.L. OR PROPERTY LINE SPLASH WALL SPLASH WALL OVERSIZE TO FILL VOIDS DENSIF/ED ti._ . P.0.C. POINT ON CURVE MATERIAL (TI BY FLOODING. •: i;:.7 P.R.C. POINT OF REVERSE CURVE ,�:r T.C. TOP OF CURB T.F. TOP OF FOOTING Q �- NATURAL GROUND Ts. TOP OF SLOPE VERSIZE MATERIAL2SPOSALDETAIL T.W. TOP OF WALL DOWN DRAIN 6' HIGH SECT/DAI -� (918.56) EXISTING GRADE OR ELEVATION " SCREEN WALL 908.76 PROPOSED FINISH GRADE ~ 10' DRAINAGE EASEMENT 8» B.W. W CUT DAYLIGHT LINE _ FILL 18" 18" WOOD FENCE Z MI QL N001 NO" • �- CONCRETE BLOCK WALL (RETAINING) o ti _ 30" MIN. _x_ CHAIN LINK FENCE2.x� 2 m ,_ LOT COMPACTED R ORS OVEREXCAVATF AND RECOMPACT T B. TOP OF BERM V� �- W 5' ANn. FILL 0 �I. U 1 y VARIES 2 � q J cl PAD ELEY. R/W _00�' UNWEATHERED BEDROCK OR MATERIAL w ~ o�w APPROVED BY SOIL ENGINEER TERRACE DRAIN AND INTERCEP I �. " 1151.0 1155.0 ELEY 1°" or 12' VARIES TOpS 2:1 SLOPES R CONC. CLASS B" • z SEE PLAN TO DOWN DRAIN. NTS ,' �;.�.•:.r i.,3 A �- ;.�' OR GUN/TE RAT AW ' ' � �� � 6"X6"—W.I.4XW.I.4 W.W.M. CUT Lor �� z -- 710-,__-, DENOTES EXIST. CONTOURS - r� PAD HID 2 w NO 43217 r LANE LNC ' �- X710� DENOTES PROPOSED CONTOURS Exp. 03-31-00 T Fl,�,� 3 CONCRETE DRA/N NTS M 1z Mw./la=4XJ L 15' mw. sEr mm GRADE . GRADED AS OFFSITE TRACT 23101 23100-3 *cS'1. Q' 0.3 - .q Clvl� OQ' • do 23101-2 WHICH WILL BE SUPERSEDED BY 23100 OF A�\F L D 9 8 06 8 G R • ROUGH GRADE PREPA D BY.- H" REVISIO VS# APPR. DATE ENGINEER OF WORK: DRAWN BY: » ,�• .. , : TRACT N0. 23 / 00 SECTION H W _ SHEET S~n�T a ._ - REGISTERED CIVIL ENGINEER NO. 432TT DESIGNED BY: GROUP COUNTY OF RIVERSIDE 8 EXP. MARCH 31, 2000 REVIEWED BY __ - PLANNING• ENGINEERING•3URVMNG TYPICAL LOT DRAINAGE DA -/e• 98 PPROVED BY• e540 Lusk Boulevard.Suite C-225•San l4l.jo, CA 02121 NOT ro SCALE (els) s5o_ssol ROUGH GRAD/NG PLANS APPROVED BY: SCALE: BENCH MARK OF 14 SHTS. DETAILDEPUTY DIRECTOR OF PUBLIC WORKS SHEET RONALD U. PARKS AS SHO WN SEE SHEET 1 FILE N0. DA TE:ATE: C. R. E. /9744 EXP. 9-30-01 r ' r " CHARDONNA Y HILLS EROSION CONTROL NOTES: 1. EROSION CONTROL IS REQUIRES RN GRADIMG OPERATIONS. DURING THE RAINY SEASON FROM OC`T'lQF:R 15TH TO APRIL l o;'rW. APPROVED PLANS ARE REQUIRED FOR ALL ROUGH GRADING. E S05ION CON Tf OL PLA N5 ` L IN CASE OF EMERGENCY. CALL: EMU HADDAD OF MARLBOROUGH DEVELOPMENT CORPORATION. � AT (714) 50;4600 r • 2JIM 6'."d '� & THE DESIGN avlL ENGINEER WILL SUPERVISIE ERosIaN CONTROL WORK AND INSURE THAT WORK FOR TRA C T NO . IS IN ACCORDANCE WITH THE APPROVED PLANS (IF REQUIRED). 31 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 11ME'S0000p 10.1 DURING THE RAINY SEASON, NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND 4000p SP - STO(XKM AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT, & DEVICES MALL NOT BE MOVED OR MODIFIED WINOUT THE APPROVAL OF THE DEPT.OF PUBLIC WORKS • �. 4. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE MN PLACE AT THE EO OF EACH 30 40 oill WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 4OX ., 7. AFTER A RAINSTORM. ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS,, SST 48 FENCES, AND DESILTING BASINS ETC. 11110 / 3 & GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAMA AWAY FROM THE FACE OF SLOPE AT � 62 of 32 47 44 OPEN 2 130 THE CONCLUSION OF EACH WORKING DAY. u so45 4J 29 !. THE DEVEL.OpEP, $HALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO46 42 28 27 26 PREVENT PUBL)C TRESPASS ONTO AREAS WHERE IMPOUNDED WMTER CREATES A HAZARDOUS 33 25 24 23 22 21 CONDITION. Q7 so 54 _ 41 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE SB 40 20 COMPLETE PER ROUGH GRADING PLANS. 00000 11. T-1*-Pr—PT OF PUBLIC WWI(SRESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATION TO THIS PLAN56 W' _... 19 Q9 1 1 103 J6 11 12 AS DEEMED NECESSARY. , 102 1 14 15 107 106 .3B ' � 16 17 18 000pv" 73 107 12. SNB CT TO CHANT IS PLAN IS FOR EROSION CONTROL. ONLY. ALL OTHER INFORMATION IS . 70 71 72 37 t 3Z .,� 1 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO - LO 111 6 7 PERMANENT PLANTING. GjQ 7S SP 110 / 09 V d 9 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT �, 128 10 ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). �,� 76 4 94 B61 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN ` 7 CO l 2 113 127 129 INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS ADEQUATE TEMPORARY/PERMANENT 77 n DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE 93 115 116` V1 96 G 117 118 NEAREST PRACTICAL STREET, STORM DRAIN OR NATURAL WATER COURSE. 78 / 126 23100-3 GRADED PER TRACT 1d. THE DEV�LOPr~R SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF ` 79 92 95 ` 6 cyFM� ' WILL CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH / 1 125 ORGAN SERVES THE RUNOFF AREA. STORM RUNOFF FROM THE ONE AREA SHALL NOT BE ALLOWED TO 119 / O)r DIVERT TO ANOTHER RUNOFF AREA. 91 124 / a1 17. CONFORMANCE WITH THE REQUIREMENT OF THESE PLANS SHALL IN NO WAY RELIEVE THE 1,�0 � _ bF�� wpl FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. 123 . TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT BE LIMITED TO, CONSTRUCTING \dOZ6 60 \ SUCH FACIUTIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL ANDS6 10 ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF �,. I 121 122 . /�► ,_,,_,+ _� THE CONSTRUCTION OF THIS PROJECT. ` apd9 P 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER IST SHALL BE TREATED FOR EROSION CONTROL PRIOR ` ' ` \0000p \'. • ` �-raX M •'- TO OCTOBER 15. SLOPES CONSTRUCTED AFTER OCTOBER 1ST SHALL BE TREATED FOR EROSION00\ ........... ` � —"'~ CONTROL AS THE CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR LESS = F TANX 1 MEASURED VERTICALLY. � 0000, ` � � 00000' �� r� C� ` � r." "► �XG VidTe�� 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR 87 TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND a / ` \ / THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY A / 6S E�1tAAf 1°� �',V ,ems© INCLUDE, BUT SHALL NOT BE LIMITED TO: TEMPORARY DOWNDRAINS, EITHER IN THE FORM OF ` / r d 4 PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS AROUND AREAS TO ` AM MAW TECl7t>ry � � EI=MINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF; TEMPORARY CHECK DAMS IN TOE OF �. 84 / rS Nie�+y SLOPE DITCHES TO DESILT RUNOFF; PROTECTION SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH BERMS AND APPROPRIATE GRADING TO / I DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND 0000081 ` tI MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. S M1I� _,.. �. I 20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLANS. SHALL BE CONSTRUCTED PRIOR 2 SGS FI�;N cu" L 62 � / TO EXCEEDING 12 FEET OF CUT MEASURED VERTICALLY. A 00000 '' SAAW d16+eM Ar 1.irw ` 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE DIRECTrOrV ` / GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE OF FLOW0 00000EX7W �I� &"a�4JMW 47'�R^"& I BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION, AND WHICH ARE SUBJECT TO ` 14 � 4� RUNOFF DURING THE PERIOD OF THE RAINY SEASON. THESE MEASURES MAY INCLUDE BUT / ` , ill r SHALL NOT BE LIMITED TO: GRADED DITCHES; BRUSH BARRIERS AND SILT FENCES. CARE ' d H.�y�E E[xj SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. ` • r0 �E - d �� Amp + 22. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE •-- / r • CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST. 3 THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR R O. APPROVAL. DETAIL ` '' 23. ALL- CRADED SP-OPE AREAS S'OR WRE 19 iiEtGHT S1+A4-L- M HYD9_GGE6VUV U'-wr=6S SUF FIGLEN•r NATVRI�L VEGETA-r�vr-� u,as F3EEu Esro.8�i51t�� AS PaE1zM�NEp gti' TEtE clrY a� N !� �i00000 \ TEMEc IN P S TMD SCALE ` I ; 1D G�drMl f \ ►�► � iD IMI�R� .� NOTICE TO CONTRACTOR: S 0000, � � 1 O ` SAFETY RESPONSIBILITY- CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB + SIS .r SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND ` / K THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE COUNTY OF RIVERSIDE AND THE ENGINEER 6 / i S HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS TABLE I PROJECT,EXCEPT7NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE COUNTY OF RIVERSIDE OR • THE ENGINEER. N S WLr r CRAOif DISTANCE BfTWE`E►1N BAGS / EXISTING UNDERGROUND STRUCTURE.- THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77LITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PUNS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.TO THE BEST OF OUR S CIF/Ed ON FLAN � c� / � i KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO LESS THAN 4� BY ENGINEER ro fxCE D ?040'2_ IIVf-7EX MAP TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND AZ`9 f00' MAY � 0 100 200 400 600 B00 RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES,CONDUITS, STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS ` 0wr Ev'IP1' 4 , QE . . � � TOP SANDRAG GREATER 1'NAN 9x50U4 jr ` 40000 000 SCAT �� 1•=�n0 TA tc�NWAY LINA U HCR/ D CHANGES & USES I S TE N 01ACU TION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL SEC TION K K Alb' aM► A�11 nye I CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY TIME PREPARER LEGENDVICINI T Y MA P OF THESE PLANS. — -- -- --- y--- -- -r- -- - - --- Mvlr To 904" sam a eg a.m ads". CVREC770N OF rLow SOILS ENGINEER'S STATEMENT- CEM@ t GU CA MN 94SIN O, ���.mow., BENCH MARKT �~ - PAZ(60)jjjj#M CA v.� I HEREBY STATE THAT THIS PUN IS IN SUBSTANTIAL COMPLIANCE SAN��IS view 's'""Do e a ' aft".f. --, WITH ALL THE PROVISIONS AND RECOMMENDATIONS SET FORTH IN THE PRELIMINARY GEOTECHNICAL INVESTIGATION REPORT DATED APRIL 12, 1988 f SLoI'WE tm^07EC7101V COUNTY OF R/VE`"M B.M. NO. T-"-Bl AND SUPPLEMENTAL REPORTS. 0 E/tos/onv �A aR/C) 1- 1 r BRASS DISC IN CONC. CYLINDER LOCATED FROM 7W INTERSECTIrON OF FRONT ST. AND RANCHO CALIFORMA RW 1.8 ! MILES N.E. ON RANCHO CALIFORNIA RAND TO THE WTFRSECI' N Or I THE PRIVATF ENGINEER SIGNING THESE PUNS IS RESPONSIBLE FOR ASSURING THE RANCHO CAL.IFORNA ROAD AND MARCGAR/TA RAID, IN THE N.W. ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIESA CORNER OF THE INTERSECTION I' E. OF A 7' CH41MLNK FENC& 21' 44 f� ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR A T H6ASl �-1 N A PR TION X 16' AROUND SO. CALIF. GAS VALVE'S, 40' N. OF P.P. (M0. 14` t '. .DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. �78F GLASS THE COUNTY. � S(��.E N+ITNESS POST SET I' W. OF MONUUE/VT. ' Aay. DATE 9-13-82 ELEY. 1128.416 Q wclq-- DEVELOPER: BASIS OF BEARINGS: APPR. OA rE �°'�`� ��' darNv F • TRACTSHEET SOILS ENGINEER: f!ewneNO. 5 LE wAR NAMES OF; _ tzwlsE aFx*iora COP1Tl2al. .I�IAq-2nao C� �� 3 99 fc m7m cn++r W NO. 4 �n rr TW sMowry �IE�'ory ARE er�0 ON A ���' . . CITY OF TEMECULA 9 CAG/F1ai�Nla LEICHTr�N ar AssOCIATES �. w�Rct~ 31. ►� �� sr. �� � POR77ON OF THE N1£ OF KAISER PARKWAY . 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DATE p1AY`wi 49 6y aarNv er 7 SFIE`E7" _ _�- - __ _ _._.� ---� -- --�__ --_ ~�3�4' TRACT NO. 23140 - o, > 8 _,.. _ __ 14 -- fir -. - - -e.-•- �-- `'- - \ I �6v1 v6 e5gomom cepr�.Olr FM I Aq G- DE51rJNEU S1if ___-___ - .00 r �_ `- - _____________ \ zO'�" S ^� Q32'y GF Cl T Y OF rEMECUL A _�� _ -�_ \ EXP. AMI�Gy'I J 1. 1"12 1�1�IIED e1^ -.w 4o '11 - - __ bE'D B1'' "r'-z,.— � - SCSI LE: BENCH A44RK. EROSIOV COM"POL PL �1 NS or 14 1 ---_ - --____ -------- _� _1� _____ - _�__._­ 'I- ______', �_,,� I I 1Z,JFe, ff yr. PE4 ReE�rZ7/e 4nr 09 .0 �_ k -r a•�4 R.c.E. /974+¢ 6,eP 9 /o/ AS SHOWN SSE` SHEET I L NAI 1 w -�, . - X� -, _1,,_,, ___� N \ 1 I /i ' rdilr1.- - onto