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HomeMy WebLinkAboutLot 30-33,69-71,84-88 Precise Grading LEGEND AC 0 23 .0100 TOP of CURB 0000.00 T.C. aP PAD Z1 FLOW LINE F.L. ELEV. .3'MIL� PR CISF_ GRADING P1 AN HIGH POINT H.P. L P1 1ASE 3 FINISHED GRADE F.G. A FINISHED SURFACE F.S. 1% MIN. 115, TYP, 1Y. MIN. 15'TYP. (EXCEPT (EXCEPT s B s s B C s C VIA Rpt � GARAGE FLOOR GF 0000.0 WERE WHERE PM MIN NOTED) MIN MIN 11T111MIN PROJECT 55 PAD ELEVATION PE 0000.0 25 24 SITE FINISHED FLOOR FF 0000.0 z z z 54 56 26 ,�, 23 _ RaD WATER SERVICE W S 57 N 58 78 S1 TE 21 SEWER SERVICE S i_ 9 77 79 2 1 27 19 OD z o z 60 5 20 �. P1Q PtfA �� L: oo - a AIR VACUUM RELEASE VALVE (AVR) C }--� Boz o ion M '-' "` N 61 76 80 3 28 35 / TD DIEM RA FIRE HYDRANT XY 62 75 81 \ 4 29 33 34 / 42 fi3 4 82 17 7FI, 23 4 4 43 41 WY. 79 spy DRIVEWAY 45 64 7 73 \ 1 30 31 32 TYPICAL SIDE YARD DRA I NAGE 44 65 83 _-94 5 52 4 40 \ STREET LIGHT DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE �� 43 66 72 g,5 6 15 53 51 39 I A TO THE PROPERTY LINE. 5 U I CINITY M SLOPE CORNER MEASURED PERPENDICULAR 42 7 92 7 14 54 1 6 4fi 38 41 68 s a 13 � 50 EXTRA DEPTH FOOTING g1 55 37 NOT TO SCALE >> 40 89 9 9 12 49 7 f INDICATES AMOUNT OF r' 39 90 EXTRA DEPTH FOOTING 38 3599 66 73_ -1 ACCESS RAMP 37 35 34 - "`-� 100 01 10 1 57 65 GRADING NOTES FM 1 83 10 OR 12 v 102 67 72 LOT NUMBER X 16"6 0 9 10 Zg 28 1p3 58 6 68 8" 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM � 4 / W 11 27 63 I BUILDING CODE, CHAPTER 33, AS AMENDED BY ORDINANCE 93-04. MIN. TYP. Q 12 13104 59 71/ INDICATES MODEL I 14 15 26 105 60 62 9 / 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. 4 I MAI L OX 12" M I N. 12 MIN, ABOVE PAD ELEV. 16 17 25 �cr DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND SHALL BE UNIT TYPE g (TYP. ) CLR. 18 24 61 �� CONSTRUCTED A MINIMUM OF 2 FROM TOPS OF CUT OR FILL SLOPES. OR F CUM TOl 8 OOF �OF POST) 19 23 7 4 INDICATES ELEVATION ROUND OFF TOP 7 6 63 57 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . P/L 5 4 22 62 58 75 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL WATER BLOW-OFF01 9 20 P.C.C. 5 3 2 61 B0 59 FILL SLOPES OVER 5 HIGH. CURB & 1 ` R A BACKWATER SIDEWALK GUTTER 21 51 52 77 78 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT THIS LOT REQUIRES B SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY VALVE PER APPROVED WATER AND B W MAILBOX LOCATION 17 50 7 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS SEWER PLANS. PER SECT. 409 OF U.P.C. 72 '� ' �O •- 49 18 (53 OVER 1 ' DEEP. DETAIL N0 . 1 68 19 SECT I ON A - A 5 4 64 1 31 20 21 22 48 54 0 7g 6 . A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA N.T.S. 3 2 1 30 8 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH FOR REAR YARD SLOPES GREATER 6 16 32 29 28 27 26 5 4 47 - 48 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO THAN 5 IN VERTICAL HEIGHT 2 2 23 55 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, I 71 46 I GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. ' 7 15 33 `� 56 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 8 45 TOP OF CUT SLOPES. g 9 3g 0 11 12 13 14 34 35 37 38 40 41 42 43 44 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 0 P/L 6" MIN. 5' MIN. 5' MIN. 6" MIN. I ONE FOOT. °p 3 MIN. 1 1 3 MIN. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF o MUDSILL MIN. MIN. MUDSILL THE PRELIMINARY SOILS INVESTIGATION BY: CD - :�• --• I NDEX M PETRA GEOTECHNICAL, INC. ON SEPTEMBER 23s_ 1998 TWO SETS OE THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE00 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- °' S C A L E: 1" = 200' � MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 0 12" MIN. 12' MIN. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. o 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. LOTS INCLUDED 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 00 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 219 MAX. MIN. 21% MAX. PLAN PLAN o REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SECTION B - B PLAN o TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR w Ln 3 as EACH LOT. 45.00' � 2 � 47.00 � x 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 45.00' PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 5' MIN. P/L EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 3' MIN. 1 ' THE APPROVAL OF FINAL INSPECTION. E MUDSILL MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE 6" MIN. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 0 N0. ITEM QUANTITY UNIT 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LOT GRADING ( 12 LOTS x 50 C.Y./LOT) 600 C.Y. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. M Cn TYPICAL OVERALL FOOTPRINT DIMENSIONS Q INSTALL 4" PVC SCHEDULE 40 71 L.F. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING111 12" MIN. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 2: 1 MAX. ( PRODUCT 1 INSTALL 4" GRATE PER N.D.S. N0. 14 OR EQUIVALENT 1 EA. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IE AN ELEVA- 0 2% MIN. 6" MIN. SCALE: 1 ' = 30' . Q CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 303 1 EA. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THEACTUAL 21% MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SO ! INSTALL 4" CLEANOUT 1 EA. 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE SECTI0N C CPLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- PO TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS o SHALL BE PLANTED AT 10 ON CENTERS, TREES, 20 ON, CENTER, COMBINA-- 00 TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE qq- PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER r7 Under round Service Alert U.P.C. CHAPTER 10.R. Q 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR = 1�ber! Kiri, William �"rnst Assbcu�les TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. PROFESSIONAL ENGINEERS, PLANERS k SI NEYORS z 27565 . 400* CA. 92591 BENCH MARK O��R/DEVELOPER 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 0 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 THE APPLICANT I CANT AND H I S ENG I NEER FROM THE RESPONSIBILITY FOR THE COR- Q ry- 1-800-422-4133 RIVERSIDE Cq DNI6NNT�! T RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 21/2 MASS DIS DISC IN CX.CYLIIIIER STAM�FD T-111. R I CHMOND AMERICAN FIJI THE INiERSECTIN OF FROM ST.K RAND CALIF.0. 3 4 OBIQl1IW dl REQUEST THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED RNM CALIF.M. 44 II(1M1 ST OF RANCHO CALIF.RD. 13 ii of A 4 2 Mg MIL 104 W. GRAND AVE SUITE A � FEIN,2'EPWST OF PPOLE 1115113E. SET FIEIR6LASS NIIIFSS POST I'UM ESCOND I DO, CA 92025 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. o Few.. ADJ.DAIS 9-13-9 ELEV. 123IJ.S�Z (760) 145-1605 Two WORKING DAYS BEFORE YOU DIG LD99- 179 GR M CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK p1;ESS1 DESIGNED BY DRAWN BY CHECKED BY Drawing No. 0 SCALE Q� OH's JT JM MT RECOMMENDED BY: DATE: C I TY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS HORIZONTAL ,�`� ��� �� c� I ans re red n er The Supervision Of Q Contractor ,r . µ y ACCEPTED BY: DATE: /D TRACT NO . 23143-3 p SEE ABOVE AS SHOWN No•43090 Date: 9 DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 3 Inspector UP. 3/31-00 �c RONALD J. PARKS 'A' '`' .Y.S• l.Y.1'I.Y VERTICAL sf C I V I` ��� M I HA A. T AN _ A!�� PRECISE GRADING PLAN Date Completed �o� R.C.E. No. 43 0 Expires res 3-31-00 R.C.E. No. 19744 Expires res 9-30-01Orrlisee T I TLE SHEET N/A OF C i►�-� P P LOTS 30-33 69-71 & 84-88 SHEET 1 0l= 2 nATF PRFPARFn. nR/n5/9. 1264.0 \ TS 1264.0 �a TS ® TC 01 pE �,�of �,`•oJ� ���� 94 ,� 12s8 r 4 Q 43+ 1 .36% 0� •S Q � 4 /�, 12. 17 F '2 FL, 1, 100• ►.h ��� o 0 1263• Zp, FG v c� ^ ExIS `O FS 8 3 FG 59.1 VA, �� N o ROUG T• 2.• 1 6 Q 83.66, �0 8• TS SL �v APING OAE A 1 O�� hti. \ ALgNS R pt 6. AE 2S8 2 15 6.9 "� 12s � � 7 ,`, �'� � � •� 57 7 • 7 2� MI 57 1255 ti. $ G F •4 114 9 TC L,AO 16 3 0 � ; N � � w �. / Y 2•�, 1•p�� 42f7 FL 6 FG CID ►� �� '�N 'o I N' C� 3 , S 42•� 3 1 '25� �' SS. -�' 1'o, 52.2 LO 10' `� 4 6• •96 27 7S'46 / SS o FL• 3 1 MIN' o� 3 co / ,32,3 253 C$ Qt ,y\ 1.5, FL,HP t 1h�1.• TC NB ® r''' 20 0 •S w N o o 0? 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NO. 14 OR EQUIVALENT z ( ) S FL � PE 1246.9 � � T o 1-800-422-4133 Q4 CONSTRUCT PR I VATE DRA I N THROUGH CURB PER C I TY OF TEMECULA STD. 303 Q o= ( INSTALL 4" CLEANOUT TWO WORKING DAYS BEFORE YOU DIG o LD99- 179 GR i CONSTRUCTION RECORD DATE BY REVISITS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY „- SCALE QR) E S S 10* ��O �` A Tr I- ,</ JT JM MT RECOMMENDED BY: DATE: l ` o CITY OE TEMECULA °""i"9 "°• DEPARTMENT OF PUBLIC WORKS � Q Contractor HORIZONTAL y �v�� l`� `^� I ans Prep red er The Supervision Of � y ACCEPTED BY: DATE: ��' TRACT NO . 23143-3 SEE SHEET NO. 1 AS SHOWN No.43090 o_ Inspector Exp. 3/31-00 ` Date: DEPUTY DIRECTOR OF PUBLIC WORKS 1-1 RONALD J. PARKS �., ,x.,. PHASE 3 0 M I HAEL A. TY AN r, f_r.,:�.� sl'l CI v l�- o��! A: x:.,x•.vx.p PRECISE S TICAL ,� � " E GRA Date Completed DING PLAN N/A F OF Ckvxx R.C.E. No. 43 Expires 3-31-00 R.C.E. No. 19744 0 -Expires 9-30-01 rr,��9as. c� •WW LOTS 30-33 , 69-71 & 84--88 SHEET2 of 2 v