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HomeMy WebLinkAboutLot 14-18, 55-61, 77-85 Precise Grading 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract No . �9� 418 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGEMARIANNA SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. Cn . doing 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . recise an Phse 11 VIA RAM Ala - 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL PAUBA FILL SLOPES OVER 5' HIGH. 14 � 18 55 � 61 77 � 85 r- WCAM 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT LEGEND t,n Z�( MINE SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 0000.00 T � � ROAD PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TOP OF CURB TC City of emecul St tf C l e o I o� ' P_ lqc OVER 1 DEEP. � FLOW L I NE � � � �, 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA o ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP % GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG t , PYO PILO GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TRA CT RD• 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG FINISHED SURFACE FS ED24183 ; JOD TOP OF CUT SLOPES. GARAGE FLOOR GF 0000.0 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ���� Hwy. 79 ONE FOOT. PAD ELEVATION PE 0000.0 26 2s [7:T231 r ♦ TO SAN DIEGO 9. ALL GRADING SHALL 8E DONE IN CONFORMANCE WITH RECOMMENDATIONS OF FINISHED FLOOR FF 0000.0 Z7 21 2D - �� 10 22 • PROJECT SITE-/ THE PRELIMINARY SOILS INVESTIGATION BY: CONVERSE CONSULTANTS DATED ,� 19 12 s TRACT OCTOBER 14, 1999. WATER SERVICE _ - �,� 18 17 I 1s 115 I 14 I 13 ♦ 24 ) E TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 93 VICINITY MAP ENG I NEER I NG DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- SEWER SERVICE 3, -------- ------___ _ _ _ MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- --- = NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. A3% ,gyp 0 --- - ---SHEET 2--- • DRIVEWAY / . - - $ s • 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 4P .'� ` 55 , s1 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE SLOPE 56 57 58 I ' REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 45 44 15s TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 9.0 EACH LOT. LOT NUMBER 22 68 -- UN I T TYPE ELEVATION \?A/ 1 a765 64 6362 \11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL / ' ti SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL I-E I GHT SHALL $ BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE INVERT ELEVATION IE FROM EROSION AINSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT -� - - �� ID w4 � ` C __ � - � HIQi POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. BACKWATER VALVES OF) %% j PAD ELEV. -0.2" MIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS TRACT - �' �' A" BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 24187-2 --=�' 71 r2 73 74 15 i MATERIAL. _ x z z 1 IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE TERRAIN ' _=-_ _ _ =- fAW DRiVE OEM AV/AR MEADOWS ........... imp amp r " AV/AR � l � �� r r 39.62' - �6' o - -� /�.�J' •- 56.85 '~ - --- -- 61.44' v 23. 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PARKS VERTICAL Jr el 111 LOTS 77 - 85 Date Completed �lF 0 `l�o� R.C.E. No• 43090 p 3-31-04 ��r Bea: ato N/A C 1► Ex i r es R R.C.E.C E No. 19744 Ex i r es 9-30-05 f „o PRECISE GRADING PLANS PHASE II SHEET 3 of 3 As