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HomeMy WebLinkAboutLot 1-19 & 39-43 Precise GradingGRADING NOTES. 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2:1. 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 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. 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: 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- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 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- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 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 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 THE APPROVAL OF FINAL INSPECTION. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 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. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO..PLACEMENT OF FILL MATERIAL. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED BY THE DIRECTOR OF PUBLIC WORKS. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 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 PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTEIRS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R. 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. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- RECTION OF ERRORS OR MISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRI TE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. er gr ound z)er v i ce A I er CALL TOLL FREE 1-800-422--4133 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD IDATE BY Contractor Inspector Date Completed LEGEND TOP OF CURB FLOW LINE HIGH POINT FINISHED GRADE FINISHED SURFACE GARAGE FLOOR PAD ELEVATION - FINISHED FLOOR DRIVEWAY SLOPE LOT NUMBER UNIT TYPE I-- 35.00' -{ 41.67' r u 1�' HP FG FS GF 0000.0 PE 0000.0 FF 0000.0 Y 12 3550 -xr,I PRECISE GRADING PLAN Tract 2,8,510-1 PHASE 5, LOTS 18-20, 39-41 Tract 2,8510- PHASE 5, LOTS 1-19, 39-43 v; I TYPICAL FOOTPRINT N. s. BENCH MARK INDEX MAP SCALE : 1 " = 200' LOTS INCLUDED REVISIONS DATE ACC'D BENCH MARK SCALE 0pV SS14DESIGNED BY DRAWN BY CHECKED BY p ` T� EWS I EWS I MT HORIZONTALell SEE ABOVE AS SHOWN w No. 43090 Exp. 3/31-04 VERTICAL s"' el y Iv N/A lF OF Ct`�l�`R.C.E. No., PI ns rep r d Under The Supervision Of Date: Z L Ad90 MAN Expires 3-31-04 PROJECT SITE TO SAN DIEGO VICINITY MAP NOT TO SCALE HIGH POINT DAPI CI C\/ -Il 0 ' Wk ELEVAT I ON : 1091 .074 OWNER/DEVELOPER UNIT RIVERSIDE COUNTY DESIGNATION : T-46-81 STAMPED ON 2, k 1/2" 1 SOT GRADING (30 LOTS x 15 CY/LOT) t Robert Beim, Fill iam Fmst do Associates BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO WOODS I DE CHANTEMAR , INC. PROFESSIONAL ENGINEERS, PLANERS k SURVEYORS CALIFORNIA ROAD AND FRONT STREET 1.7 MILES N/W ON FRONT STREET A CALIFORNIA CORPORATION 27555 YNEZ RN, S. Opp *MEUA CA. 92gg1 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND 23121 ANTONIO PARKWAY ( 909) 676-8042 FAX ( 909) 676-7240 WINCHESTER ( HWY-79) , 2.0 MILES N/E ON WINCHESTER ROAD ( HWY-79) , 5' (T B 5' , TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS SUITE 120 MIN NOS) MIN CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, PADz z ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. CA. 92688 INDEX MAP SCALE : 1 " = 200' LOTS INCLUDED REVISIONS DATE ACC'D BENCH MARK SCALE 0pV SS14DESIGNED BY DRAWN BY CHECKED BY p ` T� EWS I EWS I MT HORIZONTALell SEE ABOVE AS SHOWN w No. 43090 Exp. 3/31-04 VERTICAL s"' el y Iv N/A lF OF Ct`�l�`R.C.E. No., PI ns rep r d Under The Supervision Of Date: Z L Ad90 MAN Expires 3-31-04 PROJECT SITE TO SAN DIEGO VICINITY MAP NOT TO SCALE HIGH POINT DAPI CI C\/ -Il 0 ' Wk TYPICAL SIDE YARD DRAINAGE LARGE ESTATE HOMES ARE 25' SETBACK MIN. DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. I. ABOVE PAD ELEV. 5' MIN. P/L 6" MIN.aw 99 3' MIN. 1' w"O1' ROUND OFF TOP MUDSILL MIN. MIN. P/L 5' 12" MIN. ION A - A YARD SLOPES GREATER IN VERTICAL HEIGHT CONSTRUCTION NOTES & QUANTITY ESTIMATE N0. ITEM QUANTITY UNIT 0 1 SOT GRADING (30 LOTS x 15 CY/LOT) t CY n co KO �A �M LO 0 w e 10'Typ. 110 TYP. 5' (T B 5' 5' B (T C 5 C i MIN NOS) MIN UK MIN NOS) MIN 0 a SHEET OF 4 PADz z PAD z FF FF �X o �a �� �zo , � za In i p� MAX Ln MAX :2 Ro TYPICAL SIDE YARD DRAINAGE LARGE ESTATE HOMES ARE 25' SETBACK MIN. DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. I. ABOVE PAD ELEV. 5' MIN. P/L 6" MIN.aw 99 3' MIN. 1' w"O1' ROUND OFF TOP MUDSILL MIN. MIN. P/L 5' 12" MIN. ION A - A YARD SLOPES GREATER IN VERTICAL HEIGHT CONSTRUCTION NOTES & QUANTITY ESTIMATE N0. ITEM QUANTITY UNIT 0 1 SOT GRADING (30 LOTS x 15 CY/LOT) 450 CY RECOMMENDED BY: DATE: LfD ACCEPTED BY: DATE: DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER RONALD J. PARKS R.C.E. No. 19744 Expires 9-30-01 5' MIN. 6" MIN. 3' MIN. MUDSILL t " MIN. 2% MIN. 2:1 MAX. V 6" TYP. 2% MIN. 21% MAX. MIN. 21% MAX. SECTION B - B 5' MIN. P/L 3' MIN. 1' MUDSILL I MIN. 12" MIN. MIN. E 0 11-1 LO LO 0 c� 3 2: 1 MAX . _ 2% MIN. I b" MIN. w w 21 % MAX. w SECTION C - C a CITY OF TEMECULA DEPARTMENT OF PUBLIC warns TRACT N0. 28510 g= PRECISE GRADING PLAN 28510-1 LOTS 18-20 & 39-41 28510-2 LOTS 1-19 & 39-43 0 LO X000-082GR c� a n co LO 0 w 1 2: 1 MAX . _ 2% MIN. I b" MIN. w w 21 % MAX. w SECTION C - C a CITY OF TEMECULA DEPARTMENT OF PUBLIC warns TRACT N0. 28510 g= PRECISE GRADING PLAN 28510-1 LOTS 18-20 & 39-41 28510-2 LOTS 1-19 & 39-43 0 z 0 a X000-082GR o� 3 a Drawing No. co 0 1 a ~ a O i 0 a SHEET OF 4 E CL N O O LO N O Ca N 0 LO ca w CD / LO w Q 2 w U W C� Z O Q ry C' C' 3 tD PO T— O / no 20 0 20 40 61 GRAPHIC SCALE lerground Service Alert CALL TOLL FREE 1-800-422-4133 _ TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD IDATE BY Contractor Inspector Date Completed CAMPANA CIRCLE 1 11/1V 1 w..r.l .FF -11 \ 1 BENCH MARK CAMPOS VERDES MIDDLE SCHOOL ELEVATION : 1091 .074 OWNER/DEVELOPER RIVERSIDE COUNTY DESIGNATION : T-46-81 STAMPED ON 2, k 1/2" Robert Being Fill id m r MSt & ASSOCiateS I BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO WOODS I DE CHANTEMAR , INC. PROFESSIONAL ENGINEERS, PLA40S k SURVEYORS CALIFORNIA ROAD AND FRONT STREET 1.7 MILES N/W ON FRONT STREET A CALIFORNIA CORPORATION 27555 YIEZ ROAD, STE. 400 &MECUA CA. 92591 -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND 23121 ANTONIO PARKWAY (909) 676-8042 , FAX ( 909) 676-7240 WINCHESTER ( HWY-79) , 2.0 MILES N/E ON WINCHESTER ROAD ( HWY-79) , SUITE 120 TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE RANCHO SANTA MARGARITA, ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX.1 CA. 92688 REVISIONS DATE ACC'D BENCH MARK SCALE Q%OVESSJO DESIGNED BY DRAWN BY CHECKED BY ��� A j y f, EWS EWS MT HORIZONTAL �� ��� �� flans Prep ed der The Supervision Of SEE ABOVE AS SHOWN w No . 43090 ce- Up. 3/31-04 Date: C'Y-1;C411660 VERTICAL Jr 01 V IV ��� MIC AEU A. TY N N/A 'lF 01' ����R . C . E . No . 430 Expires 3-31-04 NELLIE COURT am `•W RECOMMENDED BY: DATE: SA401_190-v ACCEPTED BY: �4 4^' DATE: s/� o0 DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER RONALD J. PARKS R.C.E. No. 19744 Expires 9-30-01 CHA'NTEtiTA� WkY TRACT BOUNDARY M c 84.67' --M. � * BACKFLOW VALVES- LOTS 4-6 CITY OF TEMECULA DEPARTAENT OF PUBLIC WORKS TRACT N0. 28510-2 PRECISE GRADING PLAN LOTS 1- 12 LD00-082GR Drawing No K] SHEET 3 OF 4 E LO N O O LO N 0 0 O ca n co r7 LO w Q i w U z 0 iIr CL 0 n 0 coCL i ■■ 0 zo o zo 40 so GRAPHIC SCALE ergrouna z)ery i ce R i er SFF S)',1A1P0 ,y 14. TC A of TC / RC1' 10 be �r-.W� p ~y TC 'I%S Robert Bei?; Frill iam Fmst do Associates CALL TOLL FREE PROFESSIONAL ENGINEERS, PLAMERS k S1IRVEYORS 1-800-422-4133rjw 2�'� ROAD, STE. 400 9E]EULA CA. 951 (909) 676-8042 , FAX (909) 676-7240 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D MT REVISED LOT 16 /00 Contractor Inspector Date Completed 1 L1327 r•. � �•. BENCH MARK ELEVATION : 1091.074 RIVERSIDE COUNTY DESIGNATION : T-46-81 STAMPED ON 2, k 1/2" BRASS DISK IN CONCRETE WALL FROM THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND FRONT STREET 1.7 MILES N/W ON FRONT STREET -JEFFERSON AVENUE TO THE INTERSECTION OF JEFFERSON AND WINCHESTER (HWY-79), 2.0 MILES N/E ON WINCHESTER ROAD (HWY-79), TO A BRIDGE OVER THE TUCALOTA CREEK AND THE SANTA GERTRUDIS CREEKFORK. IN THE S/E WING WALL, 6' S/E OF CORNER OF BRIDGE ABUTMENT 3' E OF STEEL GUARDRAIL, 19' N OF TELEPHONE SERVICE BOX. E OWNER/DEVELOPER WOODSIDE CHANTEMAR, INC. A CALIFORNIA CORPORATION 23121 ANTONIO PARKWAY SUITE 120 RANCHO SANTA MARGARITA, CA. 92688 BENCH MARK SCALE Q%0 V E S 5 JON'S! � A. HORIZONTAL Or - SEE SEE ABOVE AS SHOWN W No. 43090 Exp. 3/31-04 VERTICAL IVI N/A F OF C k`lF0 DESIGNED BY DRAWN BY CHECKED BY EWS EWS MT Pla s PrepaAN Under The Supervision Of 4 Date: l000 MICHAE A. T R.C.E. No. 430 0 Expires 3-31-04 CAMPOS VERDES MIDDLE SCHOOL • RECOMMENDED BY: 10JOIA DATE: "�.fo/Ly 7' ACCEPTED BY: �✓ DATE: S 30 Qo DEPUTY DIR. OF PUBLIC WORKS, FIN2 CITY ENGIrEER RONALD J. PARKS R.C.E. No 19744 xpires 9-30-01 * BACKFLOW VALVES- LOTS 13-169 42,43 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS TRACT N0. 28510-2 PRECISE GRADING PLAN LOTS 13-19, 39-43 LD'00-082GR Drawing No. 0 SHEET 4 OF 4 E Q N 0 0 ■.