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HomeMy WebLinkAboutLot 1-3,18-20 Precise Grading I . ALL GRADING SHALL CONEORMI TO THE 1998 CALIFORNIA BUILDING ■ CODE APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 41�h 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. VIA ItAYi ■ ■ In rA� 23143 9 3. MAXIMUM CUT OR FILL SLOPES 2: 1 . recise 1 a an a 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL F FILL SLOPES OVER 5' HIGH. 3 18 0 5. ALL GRADING SHALL BE DOLE UNDER THE SUPERVISION OF A COMPETENT UGEND Lc)ts1 - SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY TOP 0000.00 Celt PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TC 4• r 0 PICC y OVER 1 ' DEEP. of 1"If ornis FLOW LINE � S. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENG I NEER I NG DEPARTMENT MIR I TTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT � :y.=�y T Al� 1 s 19 2 z 25 28 1 � N HR1r. 79 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO �-� / ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, F y y� _� ,, 13 �� /," TO SAN DIEGO GRADE ELEVATION AND LOCATION OF CUT FILL SLOPES FINISHED GRADE FG1,�4C' �� � .°___\ ,, , „, 17 18 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR FINISHED SURFACE FS - _ 2 23 z4 29 . Q STORM FLOWS, ALONG \ _ , Fr :, x .. TOP OF CUT SLOPES. „ GRADE BREAK GB 33 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 -- - \ PROJECT SITE ONE FOOT. GARAGE FLOOR GF 0000.0 _ AC 231 3- 10 9. ALL GRADING SHALL BE DONE IN CONFORMANCE CE WITH RECOMNuENDAT I ONS OF ; \` \ 1 c� 8 7 5 5 4 PAD ELEVATION PE 0000.0 THE PRELIMINARY SOILS INVESTIGATION BY: p� DATED JUNE 4. �QQ� \ \ \ 74 •' TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE FINISHED FLOOR FF 0000.0 \ 1 - a ENG I NEER I NG DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- WATER SERV i CE w 73 I �� �- -� i VICINITY MAP MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- \ _ ANCE WITH THE RECOMMENDAT I ONS OF THE PREL I M I NARY SOILS REPORT. l �: - - NOT TO SCALE 72 I �; SEWER SERVICE 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING � - DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 71 99 104 11d 11 _ ==\_ 77 - REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- � - � _ TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 1 to 9e "� _ �. 117 ' 1 60 EACH LOT. SLOPE 7a 105 69 97 I � - 11a 61 5 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL _ 1 LOT NUMBER /12\ 10a - � SLOPES EQUAL TO OR GREATER THAN 5' IN VERT I CAL HEIGHT SHALL 68 " 79 I 100 1 115 r 1 s 2 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION \2A 96 101 02 103 - FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT a3 65 66 a7 !yo 107 CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. INVERT ELEVATION 9S 114 t / 123 HIGH POINT IE e1 63 �'� 5' PAD ELEV. -0. MIN. ,; .1 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS `- - � � ,�x BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS BACKWATER VALVES � �AD - 94 113 124 / MATERIAL. > 100 ;,� 64 ^ 55 ENHANCED BLDG. ELEVAT I ONS C 93 112 125 ` v z 83 92 z I 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 59 1i1 1 to - `' 55 '� � RIGHT SI DE f� ESR s 5 � ao MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. �` 61 a4 111 .126 I LEFT 62 - E SIDE �, SL E _ V PREPARATION SHALLAPPROVED _ BE OVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF - F I LL MATERIAL. REAR EB 57 e6 __f - ss 54 10' I ��� ���� � I (al�I (alar 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA vi \ f 53 46 as I s B 5 s B C s C PERMANENT DRA I NAGE STRUCTURES, TEMPORARY DRA I NAGE CONTROL DEPTH FOOTING x� a 45 8 r !mob - - --- _ 'I 6 7 ( MIN �� MIN MIN ED) M I I \ 22 21 - \- I o SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO t�1'' ' ; 24 I o ADJACENT PROPERTIES. �, ' \ 25 - 1 - 52 ., I PAD PAD I - S4 \ 9 _ � 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED '�' \ / 26 - - z FF z Z FF z BY THE D I REC TOR OF PUBLIC WORKS. `� �; 2 4 ' e 2 , �� - ���52 27 _- - I 16' ewe 1 I 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT 47 3 "' �� I MIN• MIN. I m TO SITE MUST CONTINUE Nle 42 51 28 '= 2� I FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 25 4 MEASURES AND TEMPORARY DRA I NAGE PROV I S I ONS MUST BE USED TO j 1a w> I o _ o z •� I 22 TRACT 23143-f N PROTECT ADJOINING PROPERTIES DUR I NIG GRADING OPERATIONS. 4a 40 50 5 I�I w t o I 1 STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) 40 30 26 15 123 0 SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 21 6 / A N AND FILL SLOPES OVER 30' IN VERT I CAL HEIGHT. - 31 2 ' 14 1 , R W r , ,a o 18. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT CERTIFICATION OF BUILDING 32 28 13 j TYPICAL SIDE YARD DRAINAGE V) PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 38 19 , g TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 37 36 35 34 ' 12 \, - - DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL PLAN 4 \ 29 I I ;„, r ��- - CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. o 0 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 24 1g y 11 � ` "� 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED ITH ROSEA CE 4Q _- - 43 I 50 30 32 ) z8 ¢ PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND C VER. SLOPES i 3 `� 17 10 ". `�:-! 33 29 OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND VER, SHALL BE A1 F1 "rR 46 45 44 34 30 27 R W PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 48 47 \ 41 31 16 31 6" MIN. 5' MIN. 5' MIN. 6» MIN. �` SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON C�NTER; COMB I NAT I ONS, Plan 1 Plan 1 ��-� 32 / 35 �1 � 25 26 3' MIN. 1 ' 1 ' 3' MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SMALL HAVE PERMANENT - 40 - IRRIGAT N 3-Car - ,5 X36 ION SYSTEMS WITH BACKFLOW PREVENTION DEVICES CES PER U.P.C. , CHAPTER CONCRETE rn �� �rRI \ 7 _ \ \ MUDS I LL MIN. MIN. MUDS I LL 10.R. STOOP (TYP.) _ ._ co 4 A 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTER J OR WALLS AT NOT SCALE: 1 " = 150 LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. E 12" MIN. 12" MIN. 21 . NO 08STRUCT I ON OF FLOOD PLA I N1S OR NATURAL WATER Ct�IJRSES SHALL BE PERMITTED. I I LOTS INCLUDED 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR » 2% MIN. : 1 MAX. 6" TYP. 2% MIN. E TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 37 40'40' 12 MIN. ABOVE PAD ELEV. 21� MAX. MIN. 21X MAX. CL E 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE INDEX MAP N ROUND OFF TOP SECTION B- BTHE APPLICANT AND HIS ENGINEER FROM TI-E RESPONSIBILITY FOR THE COR- N RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON P/L o REQUEST, THE APPROPR I ATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 Plan 3 Plan 4 5E Pon LO ' TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. .n 'n 3-Car � � BASIS OF BEARINGS NOTE 5' MIN. P/L 3' MIN. 1 ' 0 SECTION A- A MUDSILL MIN. 6" MIN. UD0 TYPICALFOOTPRINT FOR REAR YARD SLOPES GREATER THAN 5' IN VERTICAL HEIGHT N.T.S. Q UNDERGROUND SERVICE BENCH MAF�K OGRAPHY 12 MIN. 2: 1 MAX. w o ALERT PLANNIN■ ■ CE■IDN ■ CONSTRUCTION - - Ln COUNTY OF RIVERSIDE B.M. NO. T-27-81 EL=1230.562' ADJ. DATE 9-13-82 BAST O EARIN NO 2% MIN. 6" MIN. AN&YT I CAL PHIOTOGRAMMETR I C SURVEYS INC. KB HOME oc 2 1/2 BRASS DISC IN CONC. CYLINDER STAMPED T-27-81 647 MAIN STREET, SUITE 1A 12235 EL CAMINO REAL THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION 21% MAX. CALL PXL FTSE YNFz�� sum 40o FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIF. RD. , 3.4 MILES OF THE EASTERLY LINE OF PARCEL MAP NO. 22429, AS SHOWN 0 ■ ■ ■ NORTHEAST ON RANCHO CALIF. RD. 44 NORTHWEST OF RANCHO CALIF, RD. RIVERSIDE, CA 92501 SUITE 100z 1-800-422-4133 �A.CAUFOMA 92�4a� 13' SOUTH OFA 4' 2 BOARD RAIL FENCE, 2' WEST OF POWER POLE #1751130E. (909) 686-5103 SAN DIEGO CA. 92130- 647 P.M.B. 147/14-19, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SECTION C- C Q CONSULTING �.676.W42 PAX 9o9.676.724o www.RW.can � 2 BEING N67 52 50 W. SET FIBERGLASS WITNESS POST 1 NORTHWEST OF MONUMENT. DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000 � TWO WORKING DAYS BEFOW YOU DIG ATTN: BOB FALLON LD02-153(;R CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK ��o S S���� DESIGNED BY DRAWN BY CHECKED BYSCALE Drawing No. o �p YA/yN A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL o��O `^yam Plans Prepared Under The Supervision Of " ACCEPTED BY: �� L y Inspector 1 = 20 No 60132 �� p DEPUTY DIRECTOR of PUBLIC w ATE. C" CROWNE HILL o p � Exp. os�3o�o4 � Date: 2 S Z RONALD J. PARKS WORKS - -- TRACT 23143-9 JOHN D. TANNE , III g - -F a i VERTICAL Jf C] 1\ �! d Date Completed 7fF o�� 60132 6-30-04 �, LOTS 1-3 aiC 18-20 � Q R.C.E. No. Expires r es9744 9-3D-05 r, �sBs:. o N/A OF C A�-�F P R.C.E.R.C.E. No. Expires PRECISE GRADING PLANS PHASE I SHEET 1 OF 2 i 2. SLOPE 1 / 1290 61 .60 2: 1 1 2. 1 st.oPE. 1303.d 1 50.70' .0F 'III 1 1295 .......... •33' 1 561111111 6 i3D4.3 .,.. �,,, •..� 3143 B 5%6.111 6. 1300 ARY AAT TRACT 1 56.56 * rn 7 N 1302.5 1 �'P 1,0% . 51 I N MINI 0•g4 � -+P _ 1 .0% MI ►� 1 19 N _ -1 50. � ,� 1303.0 � !� � � � � 1 I 47jjjjjill' FLS 1 .Ox MIN. n �i 130Q.3 a 1 1 ' 1 I 50 o t .2 302.5 1 1 5 45-00'' lit, 130Q.d 130z.d "= 1302.7 9 t 1303. 1303.0 5 F6 5� FG Z , FB 1 z 1 z 1 1303.3 303- 19 e. Q 20 N F6 O p_ r (V l 1g ? FF=130o -o P =130I? oFF=1303. 1 .1n PE=1302.3g 0D '03 ` 1 I 11 PE = 1303.5FF=1303.8 1302.! J ESR EB 1 1 I I 112 15 a z 6.5 3033 o a 1 1 pE=1 . I I .3 �' ( =1303.0 I� N 14 W 1302., NCD 0 M 10 LFO r" 0.1 D13 O lam.$13 - 302.5 F'6 6.5' C.+ 12 Fro N GF=1303.3 GF=1302.6 1301.5 1 I 1301.7 1301.7 0 r L r Ln fi"F F.H. r S w 2.45' S 29.21 ' S w 5396 i i i i a (TYP.) 50.00• now .. r 50. GOP 6 _.... .. ��' .~WATER 44 B 44 00' Q4 .. N + � Cfa � 09= Qf �D N -�-- r u -W 3 0 16 14 � -.- DR N ON COURT " _ Z4 3 8 SEWER ............. A� = r �� 26.20 amp - c� - +' + II O `T I _ i i i i i i 2 W 48.96 cv 55.00' S W 34.21 ' rn �r ST.LIGHT S _ a n 'r '+ (TYP.) cV 40 N N O �" 1R 1301.4 I o 0J_ �\ �r fi 1 1.7 FLS1116 1301.! ¢ - r 13 .0 �� GF=1303.0 ao .. 50.00 W N FLS 130 .0 1302.5 CD asp1303.3 FG 49 37 �� o'�' 0,4- 40 � 1 9 < 7 J c� T r O �o I o .63 i fi _ o 25 5-r' CL 1303. •3 _ z o z LO 1302.4 �1 L o 0o 3 , r, cp 7 I � 4 W 3E_ 2A �-Q IR I f 127to PE - 1303.6 =1303.5 W .a FF , 126 FF=1303 o N - - z 1 O o PE=1303.0 5 pE=1303.3 - (. � 10 E6 L A r� r,% r- 1 y- (D CO LO O f I\/11 1 1 1 F- I ♦ do b6 cr EB It© 1n V FF=1303.3 I 1 L. 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O . . w'" .........., fnaw.'.Fwu ` .........wb_ ww.M.vk ..... wM.w` � way" � .,...�- .� „..-, TRA 53 1 I ..., . , ...w~..,. � N TRACT 23143- 6 � RAc-T 2354 1 Ln LU lll�M)E R G R41.IND SERVICE s� _ . - . .�� PLANNING ■ DESIGN ■ CONSTRUCTION ALERTowl- - .,.. .,.. ,., ... ,owl V" ._...._..,. ....__._ ,• .a„... �� �„ .,.- '• r � ..,�„�, � -- CALL TOL. FREE VM�z Rau,SUMS 400 20 0 20 40 60 - TENECU_Aa CALFOMA 92'9914679 .,��" •-" . M M, ..". r r +rte'~ 1-800-422-4133 CONSULTING 909 , a.,... .aa„„ -•"'"" w..""" .676.9042 * FAx 909.676.7240 • www.RBF.cam ._. �,,,�. a, r LD02-153GR Z GRAPHIC SCALE J TWO WORKING DAYS BEFORE YOU DIG ACC D 0 F E S S I DES I GSD � �� BY �� BY Drawing No. o CONSTRUCTION RECORD DATE BY REVISIONS DATE SCALE QR oa,fCITY OF T e MENEZ A. JIMENEZ J. TANNER RECOMMENDED BY: DATE. DEPARTMENT OF PUBLIC WORKS i A. JI TA 1D HORIZONTAL .�`�� �� �� <t� Plans Prepared Under The Supervision Of Contractor �� �� ACCEPTED BY: _X-1DATE: l� �� oz o T CROWNE HILL o 1' = 20' No.60132 Date: I/A • L DEPUTY DIRECTOR OF PUBLIC WORKS A. -- TRACT 23143-9 Inspector Exp. 06/30/04 RONALD J. PARKS Y' - JOHN D. TANN R, III a • w _r �� �r_ LOTS 1-3 le 18-20 d VERTICAL r C]y�� � � o �tF p� 60132 Ex i r es 6-30-04 R.C.E. No. 19744 Expires 9-30-05 '�%;9 „ PRECISE GRADING PLANS PHASE I SHEET 2 OF 2 i Date Completed 1F R.C.E. No. P N/A 4F C k�