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HomeMy WebLinkAboutLot 25, 26,76-79 Precise Grading GRADING NOTESN23143 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING 0 � 1� CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIIrI00.CROWN I VIA RAMI OF 2' FROM THE TOP OF CUT OR FILL SLOPES. p 7 ■3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . Pdiong 1 1� ase V n ha 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALLMUD FILL SLOPES OVER 5' HIGH. 11 05 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT ots 57 6 76 �` 7 r SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY P H P 2 + PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 " DEEP. MCCliforni P o PION 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HWY. 79 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO - -_ r�r - _ ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL 8E TO LINE, \ , { TO SMI D11MM \ GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. y \ I 7. PROVIDE BROW DITCH, DES I GM�ED TO HANDLE 100 YR. Q STORM FLOWS, ALONG = T .TiM . � � ,,• r TOP OF CUT SLOPES. , �'�� ., 10 8. F I NAL COMPACTION REPORT WILL BE REQU I RED FOR ALL F I LLS GREATER THAN PROJECT SITE ONE FOOT. \ (�W", _ 12 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF ,,,• 5 4 3 THE PREL I M I NARY SOILS I NVEST I GAT I ON BY: PETRA DATED �� 4 2041,4 _- 50 _ - --� a 6 2 k. 60 50 _ 13 7 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 33 �.��:. •L�. � � ENG I NEER I NG DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- J - = �' ' f - � ''' :�k VICINITY MAP MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- e . a 1 57 47 3v -- .. - \ C� \ 3, I NOT TO SCALE 14 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT :.� �0 - 15 10. THE CONTRACTOR SHALL \ 56 -fes 16 �. \ - NOTIFY THE CITY OF TEMECULA ENGINEERING - 17 41 40 3 / / / rte; DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 119 41 , 29 I 1a t , 9 / / , REQUESTING FINISH LOT GRADE AND DRAINAGE ` 55 44 ` I \ / INSPECTION. THIS I NSPEC- ,�, � \ r� -. � 38 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 120 20 - ,...� °.M 37EACH LOT. ' \ 42 ' '` '.� 54 '� 43 1 34 22 21 - �.-- - -- SLOPES AN 5 I N VERT 121 a, L. _ 26 24 - - 73 11 CUT EQUAL TO OR GREATER THAN VERTICAL HEIGHT AND FILL 11• _ r - -: ?.7 .� - - \ \\ 43 / le SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL �` 18 _ ' /- 45 ' 72 / HEIGHT SHALL 122 �\ �� - - _ 35 \� 44 / / / BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE 'I 51 - __ -,_ - - __ _ -� i FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 123d 65\ _ - - 6a ;'b �' \ , , 47 s ` .. .. CODE SECTION 17.06 PRIOR TO THE APPROVAL OF F I NAL INSPECTION. t , 34 _ - HIGH POINT OF NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 12 4 `; e2 I a 1 I a0 7170 ------ u , -_ -`` l ��;N ; r� s 6 ,�� PAD ELEV. -0. MIN. 12. �. 72 4, / µ A BEEN \ J" \ \ 2 I 74 _ 11 , 1 ( / , N _ � 7fi ► 7$ � _ �� � 20 a 11• 33 j - ;N / ",' ` � 67, CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS �. tea,; �" MATERIAL. - 67 5 ` -- / MAT ` 125 ` 15:No, .1 r _ 21 �` ----, 51 N 11 - / / 68 i 3 ` 22 \� `;,'; 32 I 50 r ,.I -�- / z z 52 n �/ ,1 / �t z I 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 126 _ \ ` ,,;�,;,;� .:.,.. -- 7` r V_ g I 23 Y .- a.W.lr 1 I 49 N 1 �� MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 11 - I PREPARATION SHALL BE APPROVED BY A REG I STEREO ENG I ICER PRIOR TO PLACEMENT OF 127 �?AC 4N;\ 31FILL MATERIAL. - 8 g - ,:.� 53 �' ;;; �r-�� 65 .� �o nr. a n�. I \ 4 11 12 13 14 25 N. j 28 I 29 \\ - �' / :i 64 �� I (EPf (p{CfT1 I 14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF :` 123 - - b' / 1 s --_ : * I i I 54 \ I B 5 B C 5 C 111 � L \ ,R. � --_ I I 30 \\\ ' �:,^ � .�'-�:.::- ,.. 63 I WIN � MIN MIN MEIN I PERMANENT DRA I NAGE STRUCTURES, TEMPORARY DRA I NAGE CONTROL : ., :� -_ 27 4 \ I 55 N 3143 _. :: I SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO / TR _ 2sAC2 ____-- IADJACENT PROPERTIES. = - w __ 1 s ! _�- ___ .__.-- _ r�' .; �� I PAD PAD I 15. DUST SHALL BE CONTROLLED BY WATERING OR OT T I HER METHODS As APPROVED LEGEND FF - � FF z � BY THE DIRECTOR I z z z IREC OR OF PUBLIC WORKS. 16' i 0000.00 F 16' ' TOP OF CURB MIN. 1 m 16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MUST CONT I NUE TC ���so, SCALE: 1 " = 150 , ; 0 I z z , 0 FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE FLOW LINA _ _ MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ' i I LOTS INCLUDED I � � � z � � I HIGH POINT HP 1 ox, Bozk `�' I $ I $ 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT FINISHED GRADE FGLO AND FILL SLOPES OVER 30' IN VERT I CAL ME I GHT. INDEX MAP 0 FINISHED SURFACE FS o TYPICAL SIDE YARD DRAINAGE 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING on PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- GRADE BREAK _.__..___ - D I STANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,TNE ACTUAL CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. o DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GARAGE FLOOR GF 0000.0 0 , M 45 55 50 50 ;-----, R L0 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PAD ELEVATION PE 0000.0 PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES r, r, �, I 1 6" MIN. 6" MIN. 5 MIN. 5 MIN. 6" MIN. OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE FINISHED FLOOR FF 0000.0 MUDSILL 3' MIN. 1 ' 1 ' 3' MIN. w PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL x SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, Plan a n 2 Plan a n 2 GARAGE FLOOR � SILL I S 6" MIN FG F 15' ON CENTERS. SLOPES OVER 4' IN VERT I CAL HEIGHT SHALL HAVE PERMANENT WATER SERV I CE -�W Plan 1 Plan 1 = ABOVE GARAGE "' c 3-Car 3-Car _T FLOOR SLAB IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER - 10.R. SEWER SERV ICE -�S `O co �o VAI CONCRETE DRIVEWAY STOP (TYP.) _ GARAGE 12" MIN. FL FL T12" MIN. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. - -- I 1 , ' --j ; ' ' ' 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SLOPE --- --- r-======-J �T, 21 X MAX. MIN. 21x MAX. E 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR LOT � 12 12" MIN. ABOVE PAD ELEV. a TO OF ANY CONSTRUCT I ON/GRAD I NG. 49' 49' So' 50, r-----, r--_v } SECTION B- B 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE UNIT TYPE/ELEVATION \ZAJ 1 r, 1 r, 1 i 50 ROUND OFF TOP , THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- INVERT ELEVATION IE P/L RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 5 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Plan 3 Plan 3 Plan 4 Plan 4 N TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. BACKWATER VALVES 0 3-Car ►•, 3-Car D Plan 5 Plan 5 5' MIN. P/L cy "? "� W 3-Car PAD ELEV 3' MIN. 1 ' ENHANCED BLDG. ELEVAT I ONS -- -Y -a;-T n -_; --�_ , -1_ "� - •�' o -� PER PLAN MUDS I LL MIN. J `'' 6" MIN. RIGHT SIDE OF LOT ESR 1 I ---- y `° 1 ' �O I 1 L 1 1 L 1 1 V LEFT S I DE OF LOT ESL ----11 ! 1 1 Q 0 --J 1 �J 1 , 1 1 I I -REAR ® I I �-° SECTION A- A y. EXTRA DEPTH = FOR REAR YARD SLOPES GREATER FOOTING 1 1 INDICATES EXTRA F� PAD ELEV THAN 5 IN VERTICAL HEIGHT FFG-PAD ELEV DEPTH FOOTING x TYPICAL FOOTPRINT PER PLAN Ln WHERE PECESSARY 2: 1 MAX. w N.T.S. W 12" MIN. 2% MIN. UMERGROUND SERVICE BENCH MA QETOPOGRAPHY W C7 R� PLANNIN© ■ OKSION ■ CONSTRUCTION 0 2111 MAX. r�, U j COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 ANALYTICAL PHOTOGRAN�ETR IC SURVEYS, INC. KB HOME BEARING" E C 1 I�N C- C Uj 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE a FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 647 MAIN STREET, SUITE 1A 12235 EL CAMINO REAL CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. c�a CAU" TOLL FREE z��mez ROAD,surrE aoo RIVERSIDE, CA 92501 SUITE 100 z ■ ■ ■ IN TEMECULA 53.3 SOUTH OF CENTERLINE HWY. 79, 3.2 EAST OF GT POLE 1-800-422-4133 �" c^�Fowrw�z �� (909) 686-5103 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL o CONSULTING 9WA76AO42 - FAX 9W-67&7M - wwwFwAam (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND SAN D I EGO, CA. 92130-2647 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE Q P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. k S. SET FIBERGLASS DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000 COUNTY, CALIFORNIA, BEING NORTH 16056'06" WEST. TWO WORKING DAYS BEFORE YOU DIG W I TNESS POST 1 ' SOUTH OF MONUMENT. ATTN: BOB FALLON LD03_42 7Gz CONSTRUCT ION RECORD DATE BY REV IS I ONS DATE ACC'D BENCHMARK SLE �pFESSrp� DES I CAVED BY DRAWN BY CHECKED BY '�! RECOMMENDED BY: DATE: :� Q..3 Drawing No. o �p _ T A. J I MENEZ A. J I MENEZ J. TANNER CITY OF TDEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL ,�`�� "r �� Plan an Prepared n � � � � p d U der The Supervision S I on Of n " r" ACCEPTED BY: DATE: Inspector 1 = 20 No.60132 ----J 0 Z a '� CROWNE H I LL $ Ev- 6/3%64 Date: / 3 DEPUTY DIRECTOR RECTOR OF PUBLIC WORKS J D D. TANNER, III RONALD J. PARKS r - TRACT 23143-7 s 1� a: .� Tract Date Completed VERTICAL J' elyl ��„ �' Lots tf' 0 60132 6-30-04 , - ::-, :A.:' ~ 2J 26 $C 76 79 N/A 4F C E1.1� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 >� PRECISE GRADING PLANS PHASE V SHEET 1 of 2 _C • r 29 �- avow r PE=1270.5 \ - ' 17.8 2.01' S6•� TS 60.00 1267.8 J 1267.3 TS 1267.3 FG G w cc I r N 44 cr 41 C4 r7 I126 .0 T ++ 28 PE=1270.1 N 1.0% MIN. AZ88.5 rL 1266.6 x�z 1 .7 1 .0� MIN cv � `L 5 8 t •7' E ,=� o 1266.8 1267.3 1267.3 1� 1 z N at � 6 FG FG •3t 1266 a � FG .- 1266.8 25 o w z- FG a� 26 1 o FF=1267.5 ? R_p 6.8 J W "o ' Z pE=126 0, � ^ `-3 z FF=1268.0 "� m V 24 xo PE=1267.3 .-v o PE=1266.5 126'6.8 6' INN FG I j N � .8 It N ID . o o � � 1266 1265.5 3 1� ' .8 (Pd� �.N 12�- QD 27 1267.3 FG r FS PE=1269.5 � 7' FG 1266.0 5 FG o � f ` 5' s�'t Q � � 1265.9 FL-GB 6 GB �I -� _ N sx 1• �p N N to � N O � Ui N f ST-LI GHT N V N� S A71.34 ... (TYP,) r. 82-51 (S) coopOEM h' ti ao w 1266 M '�Ca o + Ki N ^ti sE 77 CQj RO .78 n Sp .F 3 •.. ,...,.. - CID F+ A .. n �, Ln mowTYP. 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FG 6 t 1.� MIN• �" w MEN N OCL MIN ,.■.1 N 1267.4 9 z i 1266 8 1 1266.8 r cn .5 _. ►+ -HP -W v+ 1266 FG� c�o 8 -1•� r N 1.0% NII w 1267.1 - �G66 E �D 1267.7 1267.1 1267.4 1267.1 G 1267.7 1267.4 G FG _ �� Ln FI G FG - r7 0 1270 N 1275 2: `�E U- 9 9 2: 1 SLOPE o 1280 T o µ N r� S o LO !F LO 1255 to� i U') 1290 � N 68.35' 14 !UNDERGROUND SERVICE / 58.35' o x7.21 13 PE=1295.2 p LANNINQ ■ OKSION ■ CONSTRUCTION W ALERT 2 3 4 3 _ 12 PE=1295.1cr IL 9 A =1294.7 20 0 20 40 60 PE z CALL Tal. FREE r a ■ W'I�,a 400 PE=1293.7 .�Q ,� ,� 0 1-80�-422-4133 �*c A 9zWF46-n PE=1294. C O N!3 U LT I N G 90676 M • FAX 9M.676.7240 • www.RBF.c om PE=1294.4 GRAPHIC SCALE LD03-027G'`R a TOMO wOREC I NG DAYS ®EFORE YOU DI wg CONSTRUCT ION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK �IESSI DESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCALE Q� ��,! RECOMMENDED BY: DATE: z ��' / DEPARTMENT OF PUBLIC WORKS �® T A. JIMENEZ A. JIMENEZ J. TANNER CITY OF T �� 0• �, LO LO Contractor HORIZONTAL = P I ans vPr epar ed Under The Supervision Of T R-I� ACCEPTED BY: DATE: z1,1ril"t CROWNE H I LL 2 o Inspector 1 20 ° �.x/04 'p Date: 113 C3 DEPUTY DIRECTOR OF PUBLIC WORKS _ P � RONALD J. PARKS __ __ TRACT 23143-7 �, JOHN D. TANNER, III A:A -- A ¢ VERTICAL r' cr r 1� �� _ Y A.x... Lots 25 , 26 & 76 - 79 Date Completed lE `l% R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 '''fes;9� PRECISE GRADING PLANS PHASE V SHEET 2 OF 2 i N/A F C A