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HomeMy WebLinkAboutLot 21-23, 28-38 Precise Grading GRADING NOTES. LEGEND PREC I SE GRAD I NG PLAN 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, TOP OF CURB 0000.00 PROJECT S I TE APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. TC 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE FLOW LINE FL Tr ct 8510 -1 SWALES SHALL BE A MINIMUM OF 6" DEEP AND BE CONSTRUCTED A MINIMUM OF 1 ' FROM THE TOP OF CUT OR FILL SLOPES. HIGH POINT HP 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . FINISHED GRADE FG PHASE 9 TRACT 28510- 1 LOTS 21 -2328-38 ��q Q � 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP FINISHED SURFACE FS > > r OF ALL cla x Ntca FILL SLOPES OVER 5' HIGH. fs � STATE OE CALIFORNIA 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT GARAGE FLOOR GF 0000.0 I N C I TY OF TEMECULA , SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PAD ELEVATION PE 0000.0 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FINISHED FLOOR FF 0000.0 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA Rip �' yJA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH DRIVEWAY GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, SLOPE GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG LOT NUMBER 12 TOP OF CUT SLOPES. UNIT TYPE �, P,�►� A 3550 �. a 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. I BACKWATER VALVE B W 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF Q THE PRELIMINARY SOILS INVESTIGATION BY: 35.00' LEIGHTON AND ASSOCIATES DATED DECEMBER 11 , 1998. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE SAID RLI I ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- / ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 3525 Wq Y Q 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING ;. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE cO REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION MUSTBE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. VICINITY MAP 1 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL N❑T T❑ SCALE SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 (RESIDENTIAL) , 17.08 (COMMERCIAL/INDUSTRIAL) PRIOR TO HIGHPOINT THE APPROVAL OF FINAL INSPECTION. 35' 35 A PAD ELEV. -0.2' MIN. ' � Ko 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS .._. ,yam ito MATERIAL. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN fF` -� DRIVE A - :7 MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. �>' �P PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. CPQ' 10' IYP. [LTYP, 5 (EXCEPT B 5, 5, B (RUT C 5, C 14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF 3510 � 0 G�Q' F ¢ M I N ��) M I N M I N �) M I N PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 3521 �, �q �, U) SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO w ADJACENT PROPERTIES. no �� ti9 �O OPAD PAD z g 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED FF :2 FF ' NO BY THE DIRECTOR OF PUBLIC WORKS. I 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE �Rq sexMIX Q TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE � - ERV ANTES �' a;r, MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO z 71- z o r oLn Wr°Z MqX o" `"Mqk PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. - AY Et/N 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT, k o/ s „ TYPICAL SIDE YARD DRAINAGE Q 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING F r rx v r h PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 32' 35' TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- LARGE ESTATE HOMES ARE 25, SETBACK MIN. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 1DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. � p CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE Q ? PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES � ABOVE PAD ELEV o v 12" MIN. . , OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE z 5 MIN. P/L 5' MIN. » PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS o / 6 MIN. 6 MIN. SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER; COMBINATIONS, / ,/ 3 MIN. 1 1 3 MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT I ROUND OFF TOP MUDS ILL MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 3550 3560 10.R. � P/LJL 5#04 20. FINISH GRADE., SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT (D LESS THAN 1/4PER FOOT FOR A MINIMUM OF 3 FEET. 12" MIN. 12" MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 000T 2% MIN. 2: 1 MAX. 6 TYP. 2% MIN. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR � �C TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CHANTEMAR WAY SECTION A i A 21% MAX. MIN. 21% MAX. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE FOR REAR YARD SLOPES GREATER SECT I ON B -"" B THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- THAN 5' IN VERTICAL HEIGHT E RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON o REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED o TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 5' MIN. P/L o 3 MIN. 1 N TYPICAL FOOTPRINT MUDS ILL MIN. „ 00 SCALES 1"=20' INDEX MAP 6 MIN. o SCALE : 1 " - 200 ' d � Nrjt;: ,+ O }a �' LOTS I NCLUDED 12" MIN. n er gr ou n Service v i ce Alert BENCH MARK 2: 1 MAX. PLANNIN® ■ DE81©N ■ CONETRUCTIDN ELEVATION 1091 .074 OWNER/DEVELOPER CONSTRUCTION NOTES & QUANTITY ESTIMATE 2% MIN. 6" MIN. w RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, k 1/2" Uj 21% MAX. _ BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO WOODSIDE CHANTEMAR, INC. N0. ITEM a CALL TOLL FREE CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET A CALIFORNIA CORPORATION QUANTITY UNIT SECTION C _ C w 1-800 422--4133 ■ ■ ■ 2r.�s ��� 400 -JEFFERSON AVENUE To THE I NTERSECT I ON of JEFFERSON AND 23121 ANTONIO PARKWAY Q LOT GRADING ( 14 LOTS x 15 CY/LOT) 210 CY 0 me q,CALFOR IA 92':�1-.4a79 WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), SUITE 120 w CONSULTING 90gdTd�Ot ■ FAX 90ad76J240 ■ www.F�F.oan TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUD I S Uj CREEKFORK. IN THE S/E W I NG WALL, fi' S/E OF CORNER OF BRIDGE RANCHOSANTA MARGARITA, TWO WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. DOO- 1 4 7GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE OFESSIpH DESIGNED BY DRAWN BY CHECKED BY 01 � A, j < CW CW MT RECOMMENDED BY: DATE: C I TY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS awing No. 0 Contractor HORIZONTAL01 Plans Prep r d Under The Supervision Of . 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TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUD I S SUITE 120 Ei CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, ¢ TWO WORKING DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. CA. 92688 LDOO- 147GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �p p DESIGNED BY DRAWN BY CHECKED BY a FESS] 9 0 �D Q A ��! CW CW MT RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS Dr�awin No. CITY OF TEMECULA Contractor HORIZONTAL .`� ��� rl4P' ` A Pans P epar d nder The Supervision Of co y 2M rl" ACCEPTED BY: DATE: r Z$Zmo TRACT N 0 . 28510- 1 0 Inspector SEE ABOVE AS SHOWN � No.430902 11-e � � Exp. 3/31-04 Date: DEPUTY D I R. OF PUBLIC WORKS, FOR CITY ENGINEER PRECISE RONALD J. PARKS r:-� GRADING PLAN ¢ MIC EL A 1090 LMAN '�A�'� � - �_Y_Yf.Y_ VERTICAL J� �1 V 1� `! a:,...x..:....� � Date Comp I eted 'l �� PHASE 9 TRACT 28510- 1 ¢ N/A F OF C A`lF� R.C.E. No. Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 �f�fpr�, ° LOTS 21 -23 ) 28-"38 SHEET 2. OF 2