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HomeMy WebLinkAboutLot 21-29 Precise Grading LEGEND TOP OF CURB 0000.00 R AC 0 2 3 1 3 z T.C. FLOW LINE F.L. PRECISE G � ADI \ G P AN HIGH POINT H.P. FINISHED GRADE F.G. P1 1ASE 71 9 FINISHED SURFACE F.S. yU RE PNX GARAGE FLOOR GF 0000.0 TRACT BOUNDARY PROJECT S1 TE PAD ELEVATION PE 0000.0 55 Sl �� SITE 54 56 FINISHED FLOOR FF 0000.0 52 WATER SERVICE51 53\W 57 ` 5878 f SEWER SERV I CE -Q \ 50 77 79 1 19 49 50 59 2 20 36 M SAN MEM p�PIM AIR VACUUM RELEASE VALVE (AVR) 0=171 \ 48 3 \ � 61 76 80 35 � . FIRE HYDRANT 47 62 81 34 42 pY \ 4fi 63 75 4 17 33 MIX, 79 DRIVEWAY V IL\ 45 4 74 82 30 32 43 41 6 73 83 5 1 31 STREET LIGHT 44 \. 65 72 84 93 94 6 15 3 52 51 44 \� 43 -, ,,.. .,.,,.. � � � � 95 2� �3�� 45 39 SLOPE 42 71 - 85 7 14 VICINITY MAP 2 s7 9 54 \ 41 68 70 86 96 8 13 50 46 38 EXTRA DEPTH FOOTING 40 91 55 37 NOT TO SCALE INDICATES AMOUNT OF X ;31 69 87 979 12 56 49 47 39 EXTRA DEPTH FOOTING 89 90 =- 1 12" MIN. ABOVE PAD ELEV. 98 ACCESS RAMP /_M 37 36 34 33 1�. 99100 a3 01 66 73 35 10 � � � . 57 65 ROUND OFF TOP 32 31 30 102 58 64 67 72 GRADING NOTES LOT NUMBER � P/L 9 10 29 28 � � 103 68 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE CALIFORNIA INDICATES MODEL 5 1 12 13 27 y ., 1Q4 59 63 7 1 BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 14 15 26 105 s9 4 Q 16 17 25 61 62 ,l 2 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. UNIT TYPE 187RWT LES SHALL BE A MINIMUM OF 0.2 DEEP AND SHALL BE 24 70 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. SECTION A A INDICATES ELEVATION _ , 8 7 6 5 19 23 63 3 3- 5� 74 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . 01 WATER BLOW-OFF FOR REAR YARD SLOPES GREATER 4 3 20 22 62 6159 58 75 4. PROVIDE 5' WIDE BY, 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL INDICATES STEP TO GARAGE FLOOR THAN 5' IN VERTICAL HEIGHT 21 2 1 60 52 78 FILL SLOPES OVER 5 HIGH. 51 77 5. ALL GRADING SHALL BE DONE RIDER THE SUPERVISION OF A COMPETENT - (GF = FF STEP) 17 �'` 50 76 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 72 18 49 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS 68 19 53 OVER 1 ' DEEP. THIS LOT REQUIRES A BACKWATER 20 VALVE PER APPROVED WATER ANDBW5 4 3 64 31 21 48 54 - 79 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA " 5' MIN. P/L 6 2 1 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH SEWER PLANS. PER SECT. 409 OF U.P.C. 6 MIN. � � � 5 , MIN. 6 MIN. 16 32 28 27 29 2ro 25 24 47 48 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 3 MIN. 1 1 3 MIN. � 23 55 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, MUDSILL MIN. MIN. MUDSILL 1 X71 5 33 46 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7 1 �— 56 45 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG •; e 0 1 12 14 3'4 35 37 38 39 TOP OF CUT SLOPES. o 13 40 41 42 43 44 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN M co 12 MIN. 12' MIN: ONE FOOT.I - 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF o 2X MIN. 2: 1 MAX. fi" TYP. 2� MIN. THE PRELIMINARY SOILS INVESTIGATION BY: n 21% MAX. MIN. 21% MAX. I NDEX M PETRA GEOTECHNICAINC. N SEPTEMBER 1998 0- SECTION B _ B TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 00 SCALE: 1" = 200' ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- of o �rt ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. o 10' OR 12' U P"M.-a LOTS INCLUDED m 6' o A 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING O 00 48" 1s" w DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- � ) TYP. < 5' MIN. P/L z z TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 3' MIN. 1 ' Ll�> A EACH LOT. cr MAILBbX 12 MIN. MUDSILL MIN. " 1%MIN, 5'n? o,a 1%MIN. 5,� a,� 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL (TYP.') CL_R. 6 MIN. SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE (FACE OF CURB TO � of POST) pT �i PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM OR (s" BACK oc CURB TO OF POST) - . r 4 5' KK B 5' 5' B C 5' C go- WM MIN EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 4• �TEDI MIN MIN IOTEI� MIN THE APPROVAL OF FINAL INSPECTION. .e P.C.C. CURB le 12" MIN. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. SIDEWALK GUTTER 2: 1 MAX. z PLAN 2� MIN. 6" MIN. � 1 PLAN PLAN Ln 13. FINISH GRADE�� SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT E MAILBOX LOCATION 21% MAX. 2 3 G6 LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. 48.00 50.00' n DETAIL NO . 1 SECTIONC C -" 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 66o _ 50.00' PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- N.T.S. �'CV z +� o o z g TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- o o of � O TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL O 10z' X � k N DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. o ICE 00 TYP I C A L O V E R A L L F O O T P R I N T D I MENS I O N S 15 PLLAANTOATC12" ON� CENTERS ALLROREOTHERPAPPROVED ES GROUNDSHALL ENTED COVVER. SLOPESWITH RAOVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- 0 TYPICAL. SIDE YARD DRAINAGE ( PRODUCT 2 - SUMMERTON 3::TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS TREES 20' ON CENTER COMBINA- 0 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE SCALE: 1 ' = 30' . TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE � CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER n U.P.C. CHAPTER 10.R. Underground Service Alert o 00 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR Nf 1�b�bert Beit, Filliam Fmst & Associates CONSTRUCTION N 0 TE S & QUANTITY ESTIMATE TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. � o PROFESSIONAL ENGINEERS, PLANERS k SLRVEM w N0. ITEM 1"I566111fZ ROAD, SM. 400*1E1Ep>LA G. 925A1 QUANTITY UNIT 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE Q CALL TOLL FREE (909) 676-6042 , FAX (909) 676-7240 V LOT GRADING (9 LOTS x 15 C.Y./LOT) 135 C.Y. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- o_ 1-800-422-4133 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON RICHMOND AMERICAN REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED z 104 w. GRAND AVE. , SU I TE A TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. a ESCONDIDO, CA 92025 Q Two WORKING DAYS BEFORE YOU DIG (760) 145-1605 LD00- 141 GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE offiESSjp* DESIGNED BY DRAWN BY CHECKED BY i CITY OE TEMECULA Drawing No.RIVERSIDE MMY D�I6NIITIOk T 241 p TANNJT JT MT RECOMMENDED BY: DATE: d?� DEPARTMENT OF PUBLIC WORKS 00 Contractor 21/2*ERIlSS DISC IN COIL.CYLIIWR STAVED T-21-1. HORIZONTAL `y FU 1W IK96MICN OF FMST.AAO RANCID CALIF.0 3.4 MLLES EMEAR M P I a n s pared Under The Supervision Of / r- wo CALIF.W. 44'NaM EST ff RANCIID CALIF.RD. 13�3N ff A 4' ACCEPTED BY: DATE: Z t/ o r TRACT NO . 23143-4 2 ElOARD RAIL FENS,2 ffSI ff PDDR POLE�115113OE, gf FIf>ERD1141IlIF�S W No.60132 r^ Q Inspector a POST 1 NORfIMEST ff I�IENI. Exp. 06/30/04 Date: 0�11110 ea DEPUTY DIRECTOR OF PUBLIC WORKS ADJ.DILE: 9-13-M E19. 123D.50 � � _— PHASE 7 VERTICAL s � ` �� JOHN D. TANNER III RONALD J J. PARKS �,A',:"� � `��_`. � o Date Completed f.,, v t o�* PRECISE GRADING PLAN a- x0132 6-30-04 TITLE TLE SHEET F F R.C.E. No. Ex ares R.C.E. No. 19744 frl . .isee..- J. 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CROWNE HILL 34 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 DRIVE IMPROVEMENTS 4+ 8.9 s -- -- + POR. 100' V.C. a_ 1-800-422-4133 - - - - -- - -- -- - - - - - �- ^ � � _ 33+34.00 CRO NIf� HILL DRIVE z 10+00.00 MANCHESTER COURT o o! LD00- 141 GR 0 TWO WORKING DAYS BEFORE YOU DIG a CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�OFESSIpN' DESIGNED BY DRAWN BY CHECKED BY ! Drawing No. p JT JT MT RECOMMENDED BY: DATE. L� C I TY O TEMECULA DEPARTMENT OF PUBLIC WORKS 00 RIESIDE MNTY OBIWIOk T77- 1 � T Contractor 21/2`�tASSDISC IN OX CILIURSMOT-Yl•�I. HORIZONTAL ,��� �� �F� �6, Plans Prepared Under The Supervision Of 0 FRgI TIf INIE)�ECIIDH�ff FR�II SI.AND RAND GLIF.I0.i 3.4 MMES IQAfAST OM �,, o� rr r P RANCID CALIF. 10. 44 NortTsr of ROD CALIF.(D. 13 SDUTH OF A 4 --• •� ACCEPTED BY: DATE: g t•/ `�� T TRACT NO 23143-4 Q 2 BDNiD RAIL FfIN,>E,2'M3T OF POOR PSE j 11'S113ff. SEI FIULIISS IIlIE55 1" = 20' w No.60132 �'�+ � � ' Inspector POST 1'KRTIMEST OF M1NKE °G Exp• 06/30/04 �' Date: /�+ �� DEPUTY DIRECTOR OF PUBLIC WORKS Q RONALD J. PARKS .r•' "r' `�-� PHASE 7 0 Aa'DATE �13-e2 aEv. 1239.5b2 JOHN D. TANNER III u Date Completed VERTICAL Jf' Cl I\- �� = PRECISE GRADING PLAN lF ��o R.C.E. No. 60132 Ex i r es 6-30-04 R.C.E. No. 19744 Ex i r es 9-30-01 -�"''re 1�e9•'.': _ N/A of c�` p p LOTS 21 - 29 SHEET 2 OF 2