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HomeMy WebLinkAboutLot 95-99 Precise Grading GRADING NOTES RVtOAD 1F�f4 R� g Tract No 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 DRA I NAGE SWALE SLOPE SHALL BE = 1% DRA I NAGE , ate° PROJECT SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM CROWN I 0 OF 2' FROM THE TOP OF CUT OR FILL SLOPES. �, � PAUBA SITE McCI� qp �Y"l. S7 23143 9 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . recisedoing Pan asp XV11 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL a FILL SLOPES OVER 5' HIGH. 99 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT LEGEND95L SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 0000.00 ' lif PL,ACED,AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TOP OF CURB TC \ M 0P i oecu aa � a av orni OVER 1 DEEP. FLOW LINE � 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO TFE CITY OF TEMECULA _ __-_ 1" _ 22 �,►�► " ENG I NEER I NG DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT FP 4 �woo r"" d~®= -� I� 16 1 25 28 !� ""Y. 79 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO , , 1 �� W �� TO SM DIEGO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. ___ I-~- �^r --- _ - 17 18 Imo" 23 24 29 F I N I SHED SURFACE FS 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG .�=- �-- ___^= Y� -==G� 12 r --� - '� __ _ VICINITY MAP TOP OF CUT SLOPES. GRADE BREAK GB �__~ --- - --- - - - - - �-\ NOT TO SCALE 33 S7 8. FINAL COMPACTION REPORT WILL BE REQU I RED FOR ALL FILLS GREATER THAN 1 - - -- ONE FOOT. GARAGE FLOOR GF0000.023143- 10 � TRACT , 3 _ 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 10 9 6 7 b 4 2 1 ' THE PRELIMINARY SOILS INVESTIGATION BY: EETRA DATED JUNE 4, 2001 , PAD ELEVATION PE 0000.0 � 74 :- FINISHED FLOOR FF 0000.0 _ � TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE _ - ENG I NEER I NG DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- WATER SERV I CE W 73 \� MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ! ' `L � 1� ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 72 75 SEWER SERVICE 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG 71 76 \`` �'" , \\:=-- DEPARTMENT, TELEPHONE (909) 694--6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 99 118 119 ! _ REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 77 - 104 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR �` - I 70 t - 98 __ ._ 117 r 120 �'� i' 60 EACH LOT. SLOPE -�-.� 69 � 78 , . . ,� 105 �-., 116 �J ff� 61 5 97 1 121 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL LOT NUMBER /_1 - SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL 2 Ga I79 96 100 101 102 106 115 122 /? //r 62 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION 2A 103 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 63 64 65 66 _._ _-_-- 107 114 / r 123 / �,'� �_ r HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. INVERT ELEVATION IE 67 81 95 \` / s 3 / 5 PAD POI ELEV. -0. MIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS � \~ ' 94 �. 1 113 l ^ A BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS BACKWATER VALVES BW �_ 82 , 124 / 64 - J f 56 MATERIAL. m - �- � 88 1 o9 /(,� /// ` V z ENHANCED BLDG. ELEVATIONS 93 91 gO 112 125 / •e ae ? 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN RIGHT SIDE OF LOT ESR �, 60 59 58 92 J� �r 65 55 I �I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LEFT SIDE OF LOT ESL � ,, 62 61 , � ____^ 110 111 1� i'� Q / 1 - I PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF �, -- - ---~~�-_ - - 127 / 66 Q-/ 54 lip. I FILL MATERIAL. REAR EB �- - - _ 57 = �4� QN r 1 5, (p�EAf B 5# 5, B (p�EP'f C 5' C NX 14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA vA 45 46 56 \ \/ ��r -; __ �-- �� 53 I 67 MIN MIN MIN MI 1 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL DEPTH FOOTING X 23 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 55 \ 87 44 � 25 24 1 �. � I PAD PAD I ADJACENT PROPERTIES. 19 - 52 FF FF z a 54 \�\`- 26 -� z 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED \ _ - 2 i _ - - " 5 I 16 ,� ,,r � I BY THE D I RECTOR OF PUBLIC WORKS. 43 53 27 24 18 -�� - ----� I 16 1 52 3 MIN. MIN. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 42 47 51 17 I I TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 28 25 23 MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO I 1 z a o Z o 1 PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 41 48 49 22 16 I ' TRACT 23143-6 r k - � r - 5 I,' � 12 3 AW,Y �1 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) 40 30 26 21 15 / SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 6 �I R W AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 39 _���\- 31 27 14 ' - I _ 20 7 ��r 18. A REG I STERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION of BUILDING 13 �� 1 TYPICAL SIDE YARD DRAINAGE 1 PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 38 32 28 1 19 8 \ ' DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 37 36 35 12 ��� V\ WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL ' 33 j 29 I �_ CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. - 18 11 9 _ 43 � 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 40' 50' _ '�� r 30 17 32 = 28 R PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES L� ` 10 33 ` 20 ,. " 5 MIN. 5 MIN. " AC� 45 44 fi MIN. 6 MIN. fi MIN. OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE �R 46 1 _ 34 �.- 30 27 MUDSILL MI ' 3 N. 1 1 3 MIN. PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 48 47 = \ 41 31 16 35 31 IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, - �\- 32 26 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT Plan a n 1 Plan a n 1 _ - 40 25 SILL I S 6" MIN N N 3-Car ___----- _ 15 X36 _� �� GARAGE FLOOR FG FG In CONCRETE �T \ \ _ . ABOVE GARAGE IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER n STOOP (EYP.) _z_z 94 •_ FLOOR SLAB 20. FINIS GRADE SHALL PER BE ORADM I N I Y FROM 3LFEEXTER I OR WALLS AT NOT � SCALE: 1 " - 150 GARAGE DETAIL 12" MIN. FL � 12" MIN. LESS T. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. I LOTS INCLUDED 2% MIN. 2: 1 MAX. fi" TYP. \,,_2% MIN. d LO 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 21% MAX. MIN. 21% MAX. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 5 37' 40' C 12" MIN. ABOVE PAD ELEV. _ n INDEX MAPSECTION B B0 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ROUND OFF TOP THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 00 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON P/L REQUEST, THE APPROPRIATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 _ Plan 3 ago Plan 4 5' Q TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. Ln �n 3-Car �; 5' MIN N. P/L 00 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR LO PAD ELEV 3' MIN. 1 ' PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING PER PLAN MUDSILL MIN. 6" MIN. THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE - �- SECTION A- A :4 1 CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. ,y.� EXTRA DEPTHFOR i TYPICALFOOTPRINTPAD ELEV THANR5ARINARERTICALSHERGHTER FOOTING--FG PAD ELEV w PER PLAN 2: 1 MAX. �^ N.T.S. WHERE NECESSARY " _ 12 MIN. 6 MIN. UNDERGROUND SERVICE BENCH MARK SOURCE OF TOPOGRAPHY QWNER DEVELOPEg _W - - 3EARING ,.OTE 2% MIN. UALERT rLANNINC# ■ DE!*ION ■ CDNllTRUCTION ���� 0� ",� OCOUNTY OF RIVERSIDE B.M. NO. T-27-81 EL=1230.562' ADJ. DATE 9-13-82 ���++ 21% MAX. LU ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. KB HOME 2 1/2" BRASS DISC IN CONC. CYLINDER STAMPED T-27-81 THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION SECTION C- C FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIF. RD. 3.4 MILES 647 MAIN STREET, SUITE 1A 122T5 EL CAMINO REAL OF THE EASTERLY LINE OF PARCEL MAP NO. 22429 AS SHOWN CALL TOLL FREE 27566 YNEZ ROAD,SURE 400 RIVERSIDE,VERS I DE CA 92501 ' ■ ■ ■ NORTHEAST ON RANCHO CALIF. RD. 44 NORTHWEST OF RANCHO CALIF. RD. SUITE E 100 P.M.B. 147/14-19 RECORDS OF RIVERSIDE COUNTY 1-800-422-4133 TcuLA,CALLA 92591-4679 13' SOUTH OF A 4' 2 BOARD RAIL FENCE, 2' WEST OF POWER POLE #1751130E. (909) 686-5103 SAN DIEGO, CA. 92130-2647 CALIFORNIA,' Q C©N S U LTI N G 909.676.6042 ■ FAX 909.676.7240 • www.RBF.comBEING N67°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 L D03-192 Gii R z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CFECKED BY � SCALE e�0 F S S f "w� A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY. DATE: �sl'�..3 CITY OF T DEPARTMENT OF PUBLIC WORKS Drawing No. �f AN,y � Contractor HORIZONTAL �� ��� F� `(yam Plans Prepared Under The Supervision Of 1" = 20' o No.60132 ACCEPTED BY: DATE: g s a 3 CROWNE H I LL a Inspector SEE ABOVE Exp. 06/30/04 � Date: B DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 23143-9 LO JOHN D. TANNER, III RONALD J. PARKS i VERTICAL s C40;4 r' l v I ���! _ = _= = " LOTS 95 -- 99 Date Completed lF OF �`1E� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 pi �, N/AC Expires t es 9-30-05 fa; --------- ------ / PRECISE GRADING PLANS PHASE XVII SHEET 1 of 2 �4' 6 20' 20'INN 0 1 30' 0' I 0' l 00 or M � I 1 0 r 1 a a 1 1 � 1 1? } T� l � C 100 I PE=1287.9 0 0 ONO r SIDEWALK / S•pp. UNDERDRAINS h 283.65 PER LD01-091 CO �! r283 Es r rC 1284.0 N� �,v 1285.23 I / ! RIM "SEWERRIM / 14 DUPONT STREE 1283.24 i - -- - - - - - k 0.85% + `� N 1 37- N 1 / " - WATE CO / j ^ ter V J r {i / ^�� N , 00 'q, � �" 0.91% f' �i7 t�� C)3c aD _ F- i $ N k o r s �$ � o J 0.�� � � N OzCn 31t 11� 134 �° ' Uzi 00 n .- - ST.L IG HT OPEN SPACE a + (TYP ) CN 10- a NP '"" 32.99T w�3 16.27�.. _. --.�""� � (3.3? 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PE=1269.5 w SCALE: 1"=20' w UNDERGROUND SERVICE U p PLANNING IN DESIGN ■ CONSTRUCTION ALERT CALL TOLL FLEE 27M YWz ROAD,SUMXO 20 0 20 40 so z 1-800-422-4133 ' ' ,ta„IcuLA.CALFFORNA 92591-4679 CONSULTING 909.676.9042 • FAX 909.676.7240 ■ www.RW.com GRAPHIC SCALE LD03-192 G R Z TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK OVESSIp DESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCALE "�l TANNER COMMENDED BY: DATE: �1I T Y 0 F T E M E C U LA DEPARTMENT OF PUBLIC WORKS A. JIMENEZ A. JIMENEZ J. T �� T ANN � HORIZONTAL .`� �� �'P �ya� Plans Pre ar ed Under The Supervision Of ,� Contractor r� � p ACCEPTED BY: DATE: S °3 CROWNE HILL 2 o SEE SHEET No. 1 = 20 Ce- No.60132 - -- Date: B DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 23143--9 Ln Inspector Exp 06/30/04 HN D. TANNER, III RONALD J. PARKS q VERTICAL sr' el V 1\-p LOTS 95 - 99 0 Date Completed jF �o� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 lrf >:e - PRECISE GRADING PLANS PHASE XVII SHEET 2 OF 2 N/A F C�`\