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HomeMy WebLinkAboutLot 80-85 - Precise Grading GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract No 23143 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGECOWNP H VIA RAMI SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND E� CONSTRUCTED A MINIMUM PADA OF 2' FROM THE TOP OF CUT OR FILL SLOPES. • d 'ing M F SLOPES = 2: 1 . l 3. MAXIMUM CUT OR ILL recise � � F 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. c)ts -80 .85 r 5. ALL GRADING SHALL BE DOLE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 181f ■ PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLSMCUC � P o PIS y OVER 1 DEEP. 7 1 '0 orni RD. 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEMECULA HIr1r. 7'6 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO - -�_ ._ ' TO SAN DIM ` 1 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, \ GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG :� ,, ToToMe 21 i TOP OF CUT SLOPES. $ _ 10 -��" j �1 PROJECT SITE S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN .� _ �- S _�ONE FOOT. ����. � - -$�_- - ,,.�' � 12 = - 9. ALL GRADING SHALL BE DOLE IN CONFORMANCE WITH RECOM�IENDAT I ONS OF �"'� �= -1�_-� ,,. - `_ - -�-' -; d 6 S 4 3 z THE PRELIMINARY SOILS INVESTIGATION BY: � DATED JUNE 4. 2001, - ` - _ 58so _ • `� 13 7 1 I _ - - - VICINITY MAP TWO SETS OF THE FINAL COMMIPACT I ON REPORT SHALL BE SUBMITTED TO T - 31 - ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 33 `` � ` � � 46 '` - \ MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- t 61 s7 47 - - �, , �- NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. C' 40 3245 16 \ 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG ` 6248 36 1 I \ 41 40 , 39 , DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 119 ` 41 \ 1e `" , 38 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- � , ° ` ' ` X16 37� - PRIOR TO BUILDING PERMIT FINAL NAL INSPECTION FOR 120 � 63 35 2e \\ TION MUST BE APPROVED I , \ ` 42 - 36 ______ EACH LOT• 43 i 23 :.F 73 S4 30 4 \ r •� 43 i G`, • ` 121 O 27 i 11 . CUT SLOPES EQUAL TO OR GREATER THA 5' IN VERTICAL HEIGHT AND FILL �' = - 18 35 ` �.1 44 % 45 , 72/ SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL 122 �► •;� � �` � 53 .\ t� _ - �- _ _ � BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE 65 68 1 S1 _ - �� , ; 46 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 123 ` \ S2 -------� 19 ! 34 -_ , �„ :- HIGH POINT S3 �- _ tH �i, ---�- -� T-`- - �! PAD ELEV. ' CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL I NISPECT I ON. foe (� ''' 1 \ 85 _ 70 _____ __- -_ - _ ' ' 66 , '• A v. -o. MIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 1 z ` A, 74 78 72 '�71 ` ,{ ��' 33 !-�.- 67/ 72 ' BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS �,�. �� \ \ . .. 77 76 75 \ �If 20 ---_ 1 - ; 67 -- 21 --7 51 �� I �, �- � 68 i I MATERIAL. 125 3 �� �` �� , 1 " - ,' i tit i � i I `� / y ` - 22 ,; 32 l 52 5Q M / i, ->• ��13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 126 - - -/- \ 4 5 _ - �\ - 49 /, �-�, TV. vim MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 113 y! 6 _ - 24 -_ µ`'� fie 127 �, Q 7 �. �,. r,�, 31 i 53 p ^ ;• PREPARATION SHALL BE APPROVED BY A REGISTERED ENG I NEER PRIOR TO PLACEMENT OF , `/q $ _ `` . •- I , �� I az l� .,.;c'; /, { 65 I 9 10 25 **,�, 1 I 29 Jam,,�: '� 64 �1 i loam I FILL MATERIAL. �_ 11 28 �' Y 5 5 5 5 C 112 \ \ 12 13 14 s-: I I 30 1 B B C � � I ` � / 15 � I 1 1 � 1 54 �� � � 123 / �� J ~ •, ,:. I �` 1 ' . ... 63 I MIN MIN MIN MI R: I I DIED I -" :,i \ '.a� „� 27 �.4 . I 55 ! / 1 NDS 1 0 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF / PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 1 1 1 1 \ _ ` -'�� 26 __�.___,1 • 28 ,. 2.3 ��I 56 // k. 62 10- AC� _�-----�- :,. ` I PAD PAD SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO /�� 27 ,( 1� - _ _ 16 . ___�- �h .,.� � i � 1 FF FF i I ADJACENT PROPERTIES. I Z z z cn 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED LEGEND sc ; 16' K 16' BY THE DIRECTOR OF PUBLIC WORKS. ' ; MIN. �- MIN. ; m TOP OF CURB 0000.00 ,� _ ' 16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MUST CONT I NILE TC SCALE: 1 150 , Z Z I TO FUNCTION ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE LIQ i ,� z I MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO LOTS INCLUDED toz, -- Boz +x cv 1 0 PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. HIGH POINT HP __ ...... ...........:,..: 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE--TENTHS (1 .5) SHALL BE SUBMITTED BY SOILS ENG I NEER TO THE ENG I NEER I NG DEPARTMENT FOR CUT F I N I SHED GRADE FGINDEXMAPR w AND FILL SLOPES OVER 30IN VERTICAL HEIGHT. F I N I SHED SURFACE Fs TYPICAL SIDE YARD DRAINAGE m 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- q�ADE BREAK �E- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE _ TION (WITH RESPECT TO BEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. o TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL GARAGE FLOOR GF 0000.0 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. LO 45' S5' S0' S0' R c° 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PAD ELEVATION PE 0000.0 r, r, r, r, i 6" MIN. fi" MIN. 5' MIN. 5' MIN. 6" MIN. PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES MUDSILL 3' MIN. 1 ' 1 ' 3' MIN, w OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE FINISHED FLOOR FF 0000.0 IN GARAGE AREAS MIUDSILL MIN. MIN. MUDSILL X PLANTED WITH APPROVED TREES, SNUBS, OR COMBINATION THEREOF. SHRUBS SILL IS 6" MIN FG FG SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20" ON CENTER; COMB I NAT I ONS, P I a n 2 P I a n 2 . WATER SERV I CE --�� P I a n 1 Plan 1 _ _ GARAGE FLOOR `: ABOVE GARAGE _ 15 ON CENTERS. SLOPES OVER 4 I N VERTICAL HEIGHT SHALL HAVE PERMANENT 3-Car co 3-Car FT FLOOR SLAB IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER SEWER SERVICE �c1 co co 10.R. CONCRETE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT DRIVEWAY STOOP (TYP.) b GARAGE DETAIL 12" MIN. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. --- --- - - " 2X MIN. 2: 1 MAX. 6 TYP. 21 . NO OBSTRUCTION OF FLOOD PLA I NIS OR NATURAL WATER COURSES SHALL BE PERMITTED. �- __- _-- r=====__-� =-J 21 MAX. MIN. 21 X MAX. d 12" MIN. ABOVE PAD ELEV. SECTION �„ "„ B Id- 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR LOT NUMBER TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 12 UNIT TYPE ELEVATION \2A/ 499 49' S0' S0' ;-----; 50' ;-----; 50'/ ROUND OFF TOP ►� 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE P/L � THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- INVERT ELEVATION IE 5' CIN RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON Plan 3 Plan 3 Plan 4 Plan 4 Plan 5 Plan 5 5, MIN, P/L REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED - _ BACKWATER VALVES w "' 3-Car � ►�, 3-Car J - �- TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 0D r� r� "7 '� 3-Car a N 00 ao PAD ELEV 3 MIN. 1 ENHANCED BLDG. ELEVAT I ONS "r' --+-T -8-rte - - ; - o i o MUDS I LL MIN. " to r co r PER PLAN 6 MIN. o RIGHT SIDE OF LOT ESR - V LEFT S I DE OF LOT ESL SECTION �, J "- REAR EB __ �;. EXTRA DEPTH to °- - J r J PAD ELEV FOR REAR YARD SLOPES GREATER FOOTING INDICATES EXTRAFOOTPRINT THAN 5 IN VERTICAL HEIGHT =FG-PAD ELEV TYPICAL PER PLAN 2: 1 MAX. DEPTH FOOTING x WHERE NECESSARY N.T.S. 12" MIN. I = CL T P RA �/ 2� MIN. � UNDERGROUND SERVICE BENCH MARK SOURCE OF , 0 OG PHY MER 1_ DE ELOPEf3 BASIS 21 MAX.ALERT r�.wrrrriNtS ■ oc■1oN ■ coN■TwucTIotr COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 OF �� � OTE SECTION C C Of w ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. KB HOME 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 � 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. z CALL Ta.L FREE ■ ■ ■ �a�ROAD,>�400 T N TEMECULA 53.3' SOUTH OF CENTERLINE HWY. 79, 3.2' EAST OF GT POLE R I VERS I DE, CA 92501 SUITE 100 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL Q 1-800-422-4133 �'oma"��� (GT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 686-5103 SAN DIEGO, CA. 92130-2647 MAPS I N THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE � CONSULTING .e7e,eo+►2 • FAX 9M.676.7240 ' www.FlBF.c«r+ P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE FLOWNt SEPTEMBER 30, 1999 (858) 259-6000 COUNTY, CALIFORNIA, BEING NORTH 16056'06" WEST. L��,, -Q,�2 G R z TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 SOUTH OF MONUMENT. ATTN: BOB FALCON g CONSTRUCT I ON RECORD DATE BY REV IS I ONS DATE ACC'D NARK PIES SIo DESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCAB �� �'�� A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: �-9�a3 CITY 0 F TE ME C ULA DEPARTMENT OF PUBLIC WORKS TO. I HORIZONTAL `� Plans Pre ar ed Under The Supervision v i s i on Of Contractor y r �'' __�._ p P T CROWN HILL --. .�- ACCEPTED BY: DATE: o Inspector c t or 1" - 20' ' ,■rAS Date: Z 1,3 �� DEPUTY DIRECTOR of PUBLIC WORKS A... _. TRACT 23143-7 �' RONALD J. PARKS ��Y P VERTICAL s � ` �E0. 6/30/04 JOHN D. TANNER, III �a • A��a..x..� LOTS 80 """"` 85 Q Date Completed f'lF 1�t ����! R.C.E. o. 60132 Expires 6--30-04 R.C.E. No. 19744 Ex fires 9-30-OS � � 1 C E p p ��� 1 PRECISE GRADING PLANS PHASE III SHEET 1 OF 2 i s �� r r r 0 0 ` can � LUCc r r r d •rb i ���,.RSM - (0` Y / 1 r � '�°'�ti'�' 82 3.88x civ f GOP GOP ROAD do ................................... C) C.3 sss- Q N df A . 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GF=1268.8 FG Q M 1280. j FL`s oFG FG o1 a� 08 • o .6 N OP 2 C" 0 00 12619 M G 1.3 0.5 � 0 1279.2273.6 o 128 $ -1277.2 O 0 6' o 0 7.5T pE=1276.5OD d o o N o 1282.1 85 5�-*+ c,+ w f 84 z a ;, _ �_ 1 r 3_D v aot 4-A LA C) 582 o f a o aos o \ , 0rn R-D r 1 R-A PE=1290.8 56 C: FF=1282. FF=1279.9 127 PE=1282.1 10.8 LFpE1279.2 1276.0 6 0.1 z 6.2, _ z z 1281 1279.2 1276.5 FF=1274.4 z $ z a FF=1269• g. 1276.5 - FF=1271 .8 0 0 -� PE-1268.8 � 1281.2 1279. FG 9.6 1273.7 'r 79 1282.1 FG 5' 1272.9 PE= pE=1271.1 ^' z cn 1282.1 FG 12. FG 1273.7 PE=1267.7 Ln a Z 5 1278.4 N 78.7 10. 'H r`' 1273.7 G 5 co 28 z -� ?�aa$ G 1273.1 �'o Ln 1 F o - 1..� J N �r� 1268.2 g Z�A cr I MIN. 11 � � 5 ( o 1.0� 0 v~ 1.0% MIN. z 5 268.8 1268.8 1271.1 7 rn o% MIN. 1278.9 I 1276.2 1271.1 G � � 1268.8 FG � t ll 1281.8 I I FG FG " 10 �" 4 1270• `�� `LHP � 123 1270.5 � N 4 11' � N D 2 µ Z � zaoi m PE=1291.4 I J f I I 1 .0% MIN." I 1.0% MIN rn ICn 1268.5 0 1273.7 -' N 1270.8 0 I FG � I AHP I � � 10 LO °'- 1279 ^'_ 1275.5 � 1* t 2 FG FG I FG 12765 '�, _.�.. FG -� 1273.7 1271.1 1268.8 1279.2 G ,1 G �G FG w S � G 1271.1 ` 126,9.,g cc �►r " FG G x 1 h N S it CIV �J N N 3 16 2: 1 SL 0or .25 PC PE=1291 .8 <3!%,,,, co 39. 17. 2: 1 SL 32. 28.47 82. +1p'E °� 4 32. 18' E PE=1292.20 5 30.94• cv PE=1292.5 6 PE=1292.8 •27' M O 7 41 25' o PE=1293.1 18.75' N 8 57.64' U- PE=1293.4 t 9 T s� PE=1293.7 0 Jy �4 Y) ate, r a. UNDERGROUND SERVICE U' W © ALERT PLANNING 01SION 0 CONSTRUCTION CL 20 0 20 40 so 1-11 CALL TOIL FREE ■ ■ ■ 1��,�400 1-800-422-4133 �.CSA 92%1--4679 !6iiiiig 0 C�N 3 U LT I N© �.�"eo42 • FAX 9M.676.7240 • www.RBF.c«n GRAPHIC SCALE TWO WORKING DAYS BEFORE YOU DIG LD03-022GR z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE %VpIESSI� DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: DATE: GZ3 DEPARTMENT OF PUBL WORKS Drawing No. o A A. J I MENEZ A. J I MENEZ J. TANNER CITY O F TE ME C ULA I C 0 KS Contractor HORIZONTAL h! � �, r Plans Prepared Under The Supervision Of _ a 0 1" = 20' w ND.0013�2 � ACCEPTED BY: DATE. CROWNS H I LL 2 0 o Inspector 49 �, 6/30/04 � Date: 2 �3 � RONALD J. PARKSTY DIRECTOR PUBLIC WORKS YA-r rA TRACT 23143-7 VERTICAL •rr I�1 ��� JOHN D. TANNER, III �A: - a�� a Date Completed �l a _ _ LOTS 80 - 85 Q N A f DF C�` � R.C.E. No. 60132 Expires 6 30 04 R.C.E. No. 19744 Expires 9-30-05 � .9 / PRECISE GRADING PLANS PHASE III SHEET 2 OF 2 i