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HomeMy WebLinkAboutLot 58-66 Precise Grading GRADING NOTES a► "' lf� 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract N4o , 23143 9i 4 ROAD CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. & �, 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 H CROWN I I PROJECT OF 2' FROM THE TOP OF CUT OR FILL SLOPES. PADAP d SITE ■ Gr ■ '� sr 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . recise ing I n Ph se X111 4. PROV I DE 5' W I BY ROAD �` ' DE 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. LEGEND c)ts -" � 5. ALL GRADING SHALL BE DOPA UNDER THE SUPERVISION OF A COMPETENT � � �- SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY TOP CURB 0000.00 ■ lif PLACED�AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TC � or OVER 1 DEEP. I orni y o emecU FLOW LINE � 7 �'�,, Ct f T I St 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEI�ECULA _�'- J l 22 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP �. _�� 16 19 25 28 �� �, r GRADING I N ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ��-�' -�'�� , , , 13 , ro SM DIM ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG '�"~ �� ,,, • ' GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. S' "PLAM7 -� �J 1I ROY� cR � � e �.�- -f" - 12 17 18 23 2a + 29 l 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG FINISHED SURFACE FS � / � �/ -- --- - � � '� _ � VICINITY MAP TOP OF CUT SLOPES. - P GRADE BREAK GB 1 - - -33 NOT TO SCALE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN \ 11 - - / ONE FOOT. GARAGE FLOOR GF 0000.0 AC231 �/3- 10 % _ 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF - 10 9 8 7 6 5 a 3 2 1 THE PRELIMINARY SOILS INVESTIGATION BY: PAA EI, DATED _ UNE 4. 2OQ1j, PAD ELEVATION PE 0000.0 •• 74 •••• / r FINISHED FLOOR FF 0000.0 \ 8 Two SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO TI-E 73 34 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- WATER SERVICE W r MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- � � 134 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 72 I 7S SEWER SERV I CE ---QS 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG 76 71 � DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 99 11a 119 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 77 - 104 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR -" -' I to 9a _ 120 EACH LOT. SLOPE , , , 105 sa/ ----- a9 I 78 97 I � ''' 11 116 121 / �/ 61 5 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 106 / LOT NVIJNuIBER � 2 � �li SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL 100 1 122 62 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT TI-E SLOPE UNIT TYPE ELEVATION 2A ` 01 102 103 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT / fi3 65 ss I eo 107 / / �' CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 67 95 114 / 123 y� HIGH POINT INVERT ELEVATION IE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS �, 81 - 108 113 / 6 / 5 PAD ELEV. -0. MIN. BACKWATER BW � �' BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS VALVES D AD 82 94 124 / 6456 MATERIAL. � 93 � 109 .11/ C"\1 V ENHANCED BLDG. ELEVATIONS � 83 •'• 92 a9 � 112 125 / z � z 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN RIGHT SIDE OF 59 91 90 110 55 I LOT ESR B 1 60 65 I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT, LEFT SIDE OF LOT ESL � fie � 128 PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF a4 FILL MATERIAL. REAR EB _ _ �- 127 66 N 1 / 54 I 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA cn 46 85 •• - ~� / + ' I 5' ( B 5' 5' B C 5' C I PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRA I NAGE CONTROL DEPTH FOOTING x 45 56 86 _ 67 53 I MIN MIN MIN M I I SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 44 55 \ a7 23 22 21 ADJACENT PROPERTIES. / 25 24 1 '19 52 I PAD PAD 15. DUST SHALL I z Z 2s _ BFF Z Z FF E CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED � BY THE DIRECTOR OF PUBLIC WORKS. 53 5 I ~' I 27 24 1a ff I 16 43 16 K K 52 3 J� �I + � IN. MIN. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE I I 47 TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 42 51 20 =�' 25 23 17 MEASURES AND TEMPORARY DRA I NAGE PROV I S I ONS MUST BE USE 4 I� J� �+ I ? z w I � � I moo - o? � � I PROTECT D TO 41 16 1RACT C ADJOINING PROPERTIES DURING GRADING OPERATIONS. 4a 49 ► 22 I T d , - , N _ 5 11 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE TENTHS (1 .5) 40 30 26 15 I J123 ' SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 21 R W AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 39 � ` - 1 31 27 14 +� � � 'r ,t" � 20 ` 18. PAD REGISTERED CIVIL ENGINEER NGI EERFIHALL SUBMIT EMIT CERTIFICATION OF BUILDING I 28 13 TYPICAL SIDE YARD DRAINAGE ARE REQUIRED, THE ELEVA- 38 a ll TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 37 36 35 34 19 12 , �1` +' DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,TI-E ACTUAL ' 33 29 1 �� - CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. D I STANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 18 11 9 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 40' S0' a3 30 ' 32 _ 28 PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 17 OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE R C 45 a4 t0 33 29 6" MIN. 6" MIN. 5 MIN. 5' MIN. 6" MIN. PLANTED WITH APPROVED47 46 3a 30 27 , TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 48 a1 31 1s MUDSILL 3 MIN. 1 1 3 MIN. SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER; COMBINATIONS, Plan 1 Plan 1 _ ` 32 35 31 26 IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT �v 3-Car _ 40 15 /3s 25 GARAGE FLOOR SILL I S 6" MIN FG IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 0 CONCRETE o, - �� \ ;z �\ _ FG n sTooP (TYP.) �� �� _ ABOVE GARAGE _ 10.R. 1: 40 FLOOR SLAB 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SCALE: 1 " = 150 12" MIN. " LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. GARAGE DETAIL FL FL 12 MIN. E 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. •• o LOTS INCLUDED 2X MIN. 2: 1 MAX. 6" TYP. 2X MIN. � 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR N' "' 3 21% MAX. MIN. 21% MAX. o TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 37' 40' 12" MIN. ABOVE PAD ELEV. INDEX MAP ROUND OFF TOP SECTION B- B 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE n THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON P/L REQUEST, THE APPROPR I ATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 Plan 3 Plan 4 5' 7) TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. in in 3-Carw 1: � P L Q co 5' MIN. / t9 PAD ELEV 3 MIN. 1 0 PER PLAN MUDS ILL MIN. o 6" MIN. _, �- SECTION A- AFOR �,. GREATER EXTRA DEPTH TYPICAL FOOTPRINT PAD ELEV THAN R5' IN EAR AVERT VERTICAL FOOTING =FG-PAD ELEV w N.T.S. PER PLAN --- 2: 1 MAX. V) WHERE NECESSARY = 12" MIN. 6" MIN UNDERGROl1HD SERVICE AR SOURCE QF�OPQGRAPHY W P w O ALERT I�LANNINO ■ DE■IDN ■ CDN■TRUCTION COUNTY OF R I VERS I DE B.M. NO. T-27-81 EL=1230.562' ADJ. DATE 9-13-82 SAS IS 0 F _ BEARING NOTE 2� MIN' 0 Uj 2 1/2" BRASS DISC IN CONC. CYLINDER STAMPED T-27-81 ANALYT I CAL PHOTOGRANi+NMETR IC SURVEYS, INC. KB HOME THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION 21 x MAX. SECTION C--- C of of CALL TOLL FREE z7 1 "OA �xrE 40o FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIF. RD. , 3.4 MILES 647 MAIN STREET, SUITE 1A 12235 EL CAM I NO REAL OF THE EASTERLY LINE OF PARCEL MAP NO. 22429, AS SHOWN ■ ■ ■ NORTHEAST ON RANCHO CALIF. RD. 44 NORTHWEST OF RANCHO CALIF. RD. RIVERSIDE, CA 92501 SUITE 100 z 1-800-422-4133 �'cAUFor�A 92991-4679 13' SOUTH OF A 4' 2 BOARD RAIL FENCE 2' WEST OF POWER POLE #1751130E. (909) 686-5103 SAN DIEGO CA. 92130-2fi47 P.M.B. 147/14--19 RECORDS OF RIVERSIDE COUNTY CALIFORNIA, CONSULTING sto9. OAM . FAX 9o9.67a.7240 • wm-PSF.com � � BEING N6 7'52'50"W. SET FIBERGLASS WITNESS POST 1 NORTHWEST OF MONUMENT. � DATE FLOWN: SEPTEMBER 30, 1999 (858) 259--6000 TWO WORKING DAYS BEFORE YOU DIG ATTN: BOB FALLON LD03-132GR Z J CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE 00��S S 1 o DESIGNED BY DRAWN BY CHECKED BY � �'�! RECOMMENDED BY: I DATE: � � OF Drawing No. o �0 1,�NN A. J I MENEZ A. J I MENEZ J. TANNER CITY TEMECULA DEPARTMENT of PUBLIC WORKS Q Contractor HORIZONTAL ,``�� ��� F� e� Plans Prepared Under The Supervision Of U co " _ " ACCEPTED BY: DATE: 5 Z8 �.3 CROWNE HILL W No.60132 0 Inspector SEE ABOVE � ( ._- a DEPUTY DIRECTOR OF PUBLIC WORKS o Exp. oa/�a/o4 JOHN Dat e. -� 3 RONALD J. PARKS TRACT 23143-9 VERTICAL C�/ J D. TANNER, III Date Completed sf'l `''�'� o���! _ _ __ LOTS 58 -- 66 � F 1� R.C.E. No. 60132 Expires r es 6 04 R.C.E. No. 19744 'fr N/A 4F C 1►� P Expires 9-30-05 PRECISE GRADING PLANS PHASE XIII SHEET 1 OF 2 L 134 2: 1 SLOPE 56.0 1270.2 50.00 1269.0 50 00 1269.0 1268.8 50. 11.66' 6 9 53.2 T 1269.2 1268.8 TS FG FG FG FG FG 1268.4 PE=1268.7 1 � FG 70 r �j i� 0 n o +I °' N 1 _ g 24.35 - - 1268.4 HP LO 1268.7 1.0� MIN. FG 1 1- 8.9 1.0% IN. V o Z HP 1268.1 . .. $ 1.Ox MIN. in 1 . 5. 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TANNER RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS �, NN � 0• Contractor HORIZONTAL �� 'Pr Plans Prepared Under The Supervision Of 1" = 20' W No..60132 -� __ ACCEPTED BY: DATE: s Zad3 CROWNE H I LL o SEE SHEET No. 1 _-� 2 DEPUTY DIRECTOR OF PUBLIC WORKS to Inspector Exp. 06/30/04 Date: S d RONALD J. PARKS TRACT 23143-9 JOHN D. TANNER, III VERTICAL sf C1 V I\. - _ LOTS 58 - 66 Date Completed 'le �� t+`1��� R.C.E. No. 60132 Exp i res 6-30-04 R.C.E. No. 19744 Exp i res 9-30-05 a N/A 1'j ls ._ PRECISE GRADING PLANS PHASE XIII SHEET 2 of 2