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HomeMy WebLinkAboutLot 44 Precise Grading GRADING NOTES. LEGEND - PRECISE GRADING PLAN 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, TOP OF CURB 0000.00 R Q E C T S 1 T E APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. TC I J � 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE FLOW LINE r act 8510 3 SWALES SHALL BE A MINIMUM OF 6" DEEP AND BE CONSTRUCTED A MINIMUM HIGH POINT HP OF 1 ' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2. 1 . FINISHED GRADE FG PHASE 8 TRACT 28510-2 LOT 44 rs � tw 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FINISHED SURFACE FS FILL SLOPES OVER 5' HIGH. GARAGE FLOOR GF 0000.0 PHASE 8 , TRACT 2.8510--3 LOTS 1 -50 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PAD ELEVATION PE 0000.0 I N C I TY O TEMECULA S OF C I FORN I A PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS ' OVER V DEEP. FINISHED FLOOR FF 0000.0 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA 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, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. SLOPE 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG LOT NUMBER4. TOP OF CUT SLOPES. 12 UNIT TYPE 3550 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. BACKWATER VALVE B W v sM 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 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 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- RLI G w I / ioSwRm MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 3525 y W AY o 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- '` KD TIONMUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. VICINITY MAP N❑T T❑ SCALE 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL , �y SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SPG 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 HIGH POINT THE APPROVAL OF FINAL INSPECTION. 35' PAD ELEV. -0.2' MIN. 35 w A 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. z r�, DNI�� A 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN - MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. � 110'11'P. 1110' PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF P TV.. ��' 5' (� B s' S' B (� C 5' C FILL MATERIAL. P� 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 3510 Cq G� Q MIN Nw) MIN MIN NM) MIN PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL w 3 5 2 � �� �q w SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. © ' PAD z Z PAD z 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED FF FF BY THE DIRECTOR OF PUBLIC WORKS. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE ¢ �Q - TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE -,3 ERVANTES - k LO T +eln MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO p ;n ? o - ? o PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. W AY I iX * M I M 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. 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING / TYPICAL SIDE YARD DRAINAGE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 32' 35' LARGE ESTATE HOMES ARE 25' SETBACK MIN. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 11 o CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. � Z 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE I PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE v o v 12" MIN. ABOVE PAD ELEV. P L o I 6" MIN. 5 MIN. / 5 MIN. 6" MIN. PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS I cn � / 3' MIN. 1 ' ' ' SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 13MIN.-M. / . MI 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT I ROUND OFF TOP MUDSILL MINN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 3550 3560 ' PL 10.R. (D 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. I 12" MIN. 12" MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ( I 2% MIN. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR SECTION A - A 2 2X% MAX. MIN.MIN. 2: 1 MAX. fi" TYP. 21% MAX. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CHANTEMAR WAY - - 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE � FOR REAR YARD SLOPES GREATER SECT ION B B THAN 5' IN VERTICAL HEIGHT THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- E RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 0- REQUEST, REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED rn TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 4 5' MIN. P/L o 3 MIN. 1 coQ 1- TYPICAL FOOTPRINT MUDSILL MIN. C" MIN. o SCALE: 1'=20' INDEXMAP SCALE 1 " = 200 O 000 0 LOTS INCLUDED " . °- Underground AlertBENCH MARK 12MIN2: 1 MAX. cm PLANNING ■ DESIGN ■ CONSTRUCTION ELEVATION 1091 .074 OWNER/DEVELOPER CONSTRUCTION NOTES & QUANTITY ESTIMATE 2% MIN. 6" MIN. w RIVERSIDE COUNTY DESIGNATION : T-46-81 STAMPED ON 2, & 1/2" cn 21% MAX, z BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO WOODSIDE CHANTEMAR, INC. CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET A CALIFORNIA CORPORATION NO. ITEM QUANTITY UNI TCALL TOLL FREE 27555 YNEZ ROAD, SUITE 00 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND SECTION C CUJI 1-800-422-4133 23121 ANTONIO PARKWAY LOT GRADING (51 LOTS x 15 CY/LOT) Cn TEMECULA, CALIFORNIA 92591-4679 WINCHESTER , . /E ON WINCHESTER ROAD (HWY-79) , 0 765 CY C 0 N S U LT I N G 909.676.8042 FAX 909.676.7240 ■ www.RBF.com TO ABRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUD I S SUITE 120 w 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 L DO O- 1 4 4 GR Z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY SCALE F S S rpNq� RECOMMENDED BY: DATE: gTYDrawing No. A j CW CW MT C I OF DEPARTMENT OF PUBLIC WORKS CD Contractor HORIZONTAL �``� �v� yl�q ��c� Plans Pre tired Under The Supervision Of ACCEPTED BY: DATE: `// TRACT NO . 28510-2 $ 3 SEE ABOVE AS SHOWN No.43090V Inspector DEPUTY DIR. OF PUBLIC WORKS FOR CITY ENGINEER Exp. 3/31-04 Date: RONALD J. PARKS o PRECISE GRADING PLAN Jf C ` ��� M ICH EL YLMAN VERTICAL Date Completed 10, Foy R.C.E. No . 43090 3-31-04 _ _ PHASE 8 TRACT 28510-2 LOT 44 0 N/A pF C A�-1 Expires R.C.E. No. 19744 Expires 9 30 01 f°"�•r►�"°� PHASE 8 TRACT � 3 i LOTS SHEET 0F le SUBDIVISION BOUWARY h o o, I I o o �`• � 4-30' T f 46.30 46,30' 46, _ - - - - _ - - _ _ _ _ _ _ _ _ _ 46.30' IAW HE 00 ry :H 211 FILL SLOPE 1115 PO ae 2 wT w 7 rL�' w ., p �O w ;� w pc N $ 15' DRA I NAGE O o z . 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DWG. 303 w u7 Q Underground Alert BENCH MARK PLAN N 1 N D ■ D E S I D N ■ CONSTRUCTION ELEVATION : 1091 .074 OWNER/DEVELOPER w U RIVERSIDE COUNTY DESIGNATION T-46-81 STAMPED ON 2, k 1/2" w BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION of RANCHO WOODSIDE CHANTEMAR, INC. * BACKWATER VALVE -LOTS Ir CALL TOLL FREE CALIFORNIA ROAD AND FRONT STREET 1 .7 MILES N/W ON FRONT STREET A CALIFORNIA CORPORATION 23-26 9 32-35CL 1-800-422-4133 ■ ■ ■ �YNEZ ROAD,BIATE 400 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND 23121 ANTONIO PARKWAY TEMECU A,,CALFORMA 92 467'9 WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), z CONSULTING 90p67&8W ■ FAX 909.6767240 ■ wwwA F-corn TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUD I S SUITE 120 0 TWO WORKING CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, Q DAYS BEFORE YOU DIG ABUTMENT 3' E OF STEEL GUARDRAIL, 19' NOF TELEPHONE SERVICE BOX. CA. 92688 � LD00- 144GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY 0 pEESSf „ SCALE o Q� ON,�� CW CW MT RECOMMENDED BY: DATE: qTYDrawing No. V A. T� C I OF DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL � Plans Prep d Under The Supervision Of s r ACCEPTED BY: 4I�k • 913 0� 28510-213 I n s p e c t or SEE ABOVE AS SHOWN No.43090 DATE. TRACT N 0 . Exp. 3/31 D4 , Date: �� DEPUTY D I R. OF PUBLIC WORKS, FOR CITY ENGINEER 1'A'!.1' 1'AY. M I CHA L A 401910M AN RONALD J. PARKS :.� ,_r_,:._._ ELISE GRADING PLAN 2 Q VERTICAL J� 1 V 1�, �Date CompIeted - PHASE 8 TRACT 28510--2 LOT 44 3-31-04 � ....:�:�:::�::.:.:.:.: �N/A 0F �KVO R.C.E. No. Exp i res R.C.E. 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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. 92588 LDOO- 144GR `1 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �0 ESS1py DESIGNED BY DRAWN BY CHECKED BY aw 9 o p Q A 91 CW CW MT RECOMMENDED BY: DATE: 9/! 4Q C I TY 0 TEMECULA DEPARTMENT of PUBLIC WORKS NO - T y Contractor HORIZONTAL ,`' ��� `meq y� plans Pre re nder The Supervision Of r� SEE ABOVE AS SHOWN � No.43090 r ACCEPTED BY: DATE: g 'p' �,�n� T SG TRACT NO . 28510--2 , 3 -d- Inspector - DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER �~ Exp. 3/31 04 Date: � ea - PRECISE GRADING PLAN MICHAEL A. TY N RONALD J. PARKS r VERTICAL sf C,V ,` ��� PHASE 8 TRACT 28510-3 Date Completed �j�' F0� 43 0 3-31-04 fr 1989 w N/A O F C pal R.C.E. No . Exp i res R.C.E. No . 19744 Exp i res 9-30-01 f .8 LOTS 1 SHEET 3 OF 3