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HomeMy WebLinkAboutLot 31-35,49,50 Precise Grading GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING ■ CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1W DRAINAGEC (DWN I SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM VIA RAMII 3143 9 OF 2' FROM THE TOP OF CUT OR FILL SLOPES. a 3. MAXIMUM CUT OR FILL SLOPES 2: 1 . reciseP V1P Gr doing 11'�........... 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL nowF FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT LEGEND 0S 57 9 50 H P L t 31 3 + SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 0000.00 ' • • PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TOP OF CURB TCMCALI C111Pio PIODi- OVER 1 DEEP. CI • FLOW LINE � � orni 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEI�EC ULA ENG I NEER I NG DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT F�° 19 22 25 28 1�" '� . 79 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 13 f p; ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, F I N I SHED GRADE FG 1 I TO SAN DIEiiD GRADE ELEVATION AND LOCATION OF 'CUT / FILL SLOPES AL .ROY., C 17 '� _� „-'• 1 23 24 ''', 29 „ f+, 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG F I N I SI-ED SURFACE FS ,,..... _�°�,'..': .�� 12 ' :� �'; TOP OF CUT SLOPES. GRADE BREAK GB 133 - - - �"1'ANA-077ff S. F I NAL COMPACTION REPORT WILL BE REQU I RED FOR ALL F I LLS GREATER THAN PROJECTS ITF ONE FOOT. GARAGE FLOOR GF 0000.0 - AC Z 3- 10 9. ALL GRADING SHALL BE DOLE IN CONFORMANCE WITH RECOMMENDATIONS OF PAD ELEVATION PE 0000.0 10 9 8 7 s 5 4 3 2 1 h THE PRELIMINARY SOILS INVESTIGATION BY: �g DATED JUNE 4. 2001 . _ •' 1 74 \ FINISHED FLOOR FF 0000.0 8 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE j r w ' ENG I NEER I NG DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN _____��� ( � \ VICINITY MAP RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- WAS SERVICE ! SLI 134 75 /:;- _ \ NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 72 ; SEWER SERVICE � 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG76 71 �� 11d DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 9g 1 119 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 77 - ,04 117 � ',' TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR - 1 70 � 106 120 �'-' � so EACH LOT. SLOPE 78 ---�� 61 5 ' 69 97 I 116 121 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERT I CAL FE I GHT AND FILL LOT N�UM13ER 1 2N � � 106 SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL 6e 96 100 101 102 103 11 S 122 11:4 62 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION \gA/ 65 06 eD ' 107 " 00 / FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 63 67 114 , 123 HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. INVERT ELEVATION IE 95 ` / 63 d1 ,OS / ;' �/ 5 PAD ELEV. -0. MIN. 12. NO FILL SHALL BE PLACED ON EX I ST I NIG GROUND UNTIL THE (ROUND HAS W 113 124 / ", A BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS BACKWATER VALVES + 82 64 56 MATERIAL. 93 109 112 125 / z z ENHANCED BLDG. ELEVATIONS / K K , 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE TERRAIN s956 91 110 N s5 55 r MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT, RIGHT SIDE OF LOT ESR 61 60 111 126IV Ll I PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF LEFT SIDE OF LOT ESL 62 _� / IIV . lieI FILL MATERIAL. REAR EB s7 e,S _ �_ _ .�� , - 127 66 54 I ( ( I 4d d6 ~~� `� / I 5• err B 5' 5' B Q 0 C 5' C I 14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA to _ 53 / I MIN MIN M I N MIN PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL DEPTH FOOTING x a 45 - _ 67 �) 1 I � ss �` � 21 20 0 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO \ 24 22 8 ADJACENT PROPERTIES. / 25 1 ' 52 I PAD PAD I 44 54 19 _ FF Z z FF ? � d 26 5 ? z 15. DUST SHALL BE BY WATERING OR OTHER METHODS AS APPROVED 53 _ ` BY THE DIRECTOR OF PUBLIC WORKS. 43 27 24 16 �" N,' �� _ I 16 ie 16 I o ,ft 47 52 3 �'�" I MIN. MIN. I a 16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MUST 21 CONTINUE 42 S 1 28 j •. 2 5 2 3 17 I I TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 4 IN qjl I ? z z ,� I MEASURES AND TEMPORARY DRA I NAGE PROVISIONS MUST BE USED TO + o o 0 41 29 , 22 16 TRACT 23143-6 N PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 48 6 (q ( I toxX o , $ � V: 123 � } 17. STABILITY CALCULAT I ONS WITH A FACTOR OF AT LEASE ONE AND F I VE-TENTHS (1 .5) 40 30 26 15 , a, to SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 21 6 �i� ,,, '` l� R W AND FILL SLOPES OVER 30' IN VERT I CAL FE I GHT. 3p W \ 27 14 o CD 18. A REG I STEREO CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 20 13 ' u r''� s' TYPICAL SIDE YARD DRAINAGE m PAD ELEVAT I ONIS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 32 28 a 1 TON (WITH 37 36 19 ";, DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE I ( I RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 34 12 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. o TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,TI-E ACTUAL 36 29 �� - o DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 18 9 m 43 11 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 4o So' 3A43- 30 - 28 `° 32PLANT AT 12' ON CENTERS OR ANOTHER APPROVE 0 V17DGR UND CO ER. SLOPE$ � 1p 33 � � � 29 R , OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER SHALL BE Nklu- 45 44 34 30 27 " 6" MIN. 5 MIN. 5 MIN. 6" MIN. w ' 1 47 46 31 6 MIN. PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 48 41 16 31 MUDSILL 3' MIN. 1 'dI 1 ' 3' MIN. X SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER- COMB I NAT I ONS, Plan 1 Plan 1 _ 40 32 `� / 35 25 2s IN GARAGE AREAS MUDSILL MIN. MIN. MUDS I LL 15' ON CENTERS.. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT SILL IS 6" MIN CONCRETE N 3-Car __ ` 15 36 :;.\ ° ,, GARAG F FG FG IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER n STOOP (TYP.) �� r �4 E LOOR . ABOVE GARAGE - o. 10.R. QD FLOOR SLAB 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SCALE: 1 " = 150 12 MIN. 12 MIN. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. GARAGE DETAIL " " 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. m LOTS INCLUDED 2� MIN. : 1 MAX. 6" TYP. 2X MIN. E CL 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR , 21Z MAX. MIN. 21% MAX. o TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. S 37' 40' 12" MIN. ABOVE PAD ELEV. N 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REL I EVEri -i INDEX MAP SECTION B- B THE APPL I CANT AND HIS ENG I NEER FROM THE RESPONSIBILITY FOR THE COR- ROl1ND OFF TOP o RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON P/L N REQUEST, THE APPROPR I ATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 Plan 3 _ Plan 4 5' TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. �n 3-CarIUD 5' MIN. P/L � IIIIIIPAD ELEV PER PLAN MUDSILL MIN. 6" MIN, o F_ ca SECTION A- A -: co EXTRA DEPTH ° FOR REAR YARD SLOPES GREATER FOOTING :* TYPICAL FOOTPRINT PAD ELEV THAN 5' IN VERTICAL HEIGHT _ =FG PAD ELEV Uj N.T.S. PER PLAN WHERE NECESSARY � 2: 1 MAX. 12" MIN. 6" MIN. tWE RG ROUND SERVICE A SOURCE OF TOPOGRAPHY V A e (� T Uj _ 17-1 r4ANNINO ■ DIESIO H ■ CONSTRUCTION ]BASIS-OF BEARING NOT~" 2% MIN. U ALERT COUNTY OF R I VERS I DE B.M. NO. T-27-81 EL=1230.562' ADJ. DATE 9-13-82 NOTE w 2 1/2" BRASS DISC IN CONC. CYLINDER STAMPED T-27-81 ANALYTICAL PHOTOGRAIwMETRIC SI�tVEYS, INC. KB HOME THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION 212 MAX. ir 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 SECTION C- C CALL TOLL FREE �z ROA,sM 400 R I VERS I DE CA 92501 z ■ ■ ■ NORTHEAST ON RANCHO CALIF. RD. 44 NORTHWEST OF RANCHO CALIF. RD. SUITE 100 P.M.B. 147/14-19 RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, a 1-800--422-4133 �'c A 9z -�� 13' SOUTH OF A 4' 2 BOARD RAIL FENCE, 2' WEST OF POWER POLE #1751130E. (909) 686-5103 SAN DIEGO, CA. 92130-2647 C©N 9 U LT I N Q 900-SMAKM • FAX 909.676.7240 ■ www.RBF.c= BEING N67'52'50"W. X SET FIBERGLASS WITNESS POST 1 NORTHWEST OF MONUMENT. 858) 259-6000 0 DATE FLOWN SEPTEMBER 30, 1999 � TWO WORK IN O DAYS BEFORE YOU DIG ATTN: BOB FALLON LD03-019GR 2 J CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK �� Q��I E S S f�H DESIGNED BY DRAWN BY CHECKED BY ? Drawing NOV o TA '� A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS 4, NN Contractor HORIZONTAL ��� `yam Plans Prepared Under The Supervision Of D 1'*'1 ACCEPTED BY: (/ DATE. /4 3 p 1" = 20' � No.60132 c� Cf�OWNE HILL o Inspector exp. 06�30�04 Date: �' �3` a3 RONALD J. PARKSDEPUTY DIRECTOR PUBLIC WORKS xY TRACT 23143-9 JOHN D. TANNER, III aA-a-• q VERTICAL Jf' 01 y I\- Date LOTS 31 -- 35 , 49 Be 50 Q Date Completed lF Fo 60132 6-30-04 N A �� C A�1 R.C.E. No. Expires R.C.E. 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LO FG - ' 60 1 N 65 li I r 2- 1 70 C3►, - 44 D FF , 2: 1 SLOPE 0 75 a c0 cD ' 39. �. 37.92 a.. 29 TRACT BOUNDARY UNDERGROUND SERVICE 1 ,AjjjjjFCALF: 1"=20PE=1279.8 28 L) ALERT ■LANNIN■ ■ D&SION ■ CONSTRUCTION S PE=1281 9 27 W, TRACT 2 I PE=1284.1 CALL, TOLL FE 2s YMz nom,>�400 20 0 20 40 60 Z 0 RE 1-800-422-4133 ■ ■ ■ TFARXLA,CAUF< '"" CONSULTING 90.MAOC • FAx 9M.676.7M • www.R9F.cmr, GRAPHIC SCALE LI)03-019GR z TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D SCALE FESS 1oN DES I Gf .D BY DRAWN BY C1 CKED BY Drawing No. o Q%p J. TANNER RECOMMENDED BY: DATE: Z CITY OF TDEPARTMENT OF PUBLIC WORKS < A. JIMENEZ A. JIMENEZ ���� �. T ANNF'F �y Of � Contractor HORIZONTAL � o�� �� � P I ans ed Under The Supervision T z! �3 0 . ,� ACCEPTED BY: DA E CROWNE HILL 1" = 20' w No.60132 r^ -- Date: �3 03 DEPUTY DIRECTOR OF PUBLIC WORKS Y xY r' Inspector . 2 Exp• 06/30/04 �} RONALD J. PARKS TRACT 23143-9 �" JOHN D. TANNER III -- , g x .~ LOTS 31 - 35 , 49 k 50 VERTICAL sr' CIY1� ! _ o t p�� 60132 6-30-04 '''� 1989 SHEET OF 2 i Date Completed NSA E of C k`1E R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 �,,� PRECISE GRADING PLANS PHASE V I 2