Loading...
HomeMy WebLinkAboutBook 1 Pages 44-46 Parcel 23 Precise GradingRIP • RAP DETAIL • • ,... 6" TO 12" DIA. ROCKS • ,� 0 ( 1 /2 DIA:- EMBEDDED P.C.C. AVG 6" DEPTH PLAN VIEW* SECTION N.T.S.. ..,, N.T.S, FLOW LINE AS SHOWN mm 5' PAD ELEVATION 1' \� 2 Q'I BERM DETAIL NTs (REQUIRED FOR ALL FILL SLOPES OVER 5' HIGH PER NOTE #4) r N NTSH VICINITY MAP Underground Service Alert Call: TOLL FREE 1-800 422w4133 TWO WORKING DAYS BEFORE YOU DIG CDNSTRUCTION RECORD Contractor Inspector 1,te Completed 5rrh n BROW DITCHNTS PREFER TO NOTE # 7) LEGEND XX.X PROPOSED ELEVATION (X X.X) EXISTING ELEVATION F.L. FLOWLINE PAD BUILDING PAD G B. GRADE BREAK �1 P. HIGH POINT F F. FINISHED FLOOR F $. FINISHED SURFACE E.P. EDGE OF PAVEMENT • ! DAYLIGHT LINE --� - CUT / FILL SLOPE - --- EXISTING CONTOUR .PROPOSED CONTOUR FLOW DIRECTION P•R.C. POINT OF REVERSE CURVE DATE BY REVISIONS ACC'D BENCH MARK ' I --Z I -A " 45 v LT" PA► r7 � rLOV� LI � � TEMPORARY BENCHMARK LOCATED AT 1�1��/�►`T.1 THE TOP OF CURB AT THE EASTERLY END OF CURB & GUTTER AT THE Gi��►N Cyr � r2/W `ro WESTERLY SIDE of CALLE GIRASOL ASSUMED ELEVATION 100.00 GRADING PLAN ASSESSOR'S PARCEL NUMBER 914=480=006 CITY r)l= T1=Rfi1=r.H1 A 20. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY RGS ENGINEERING GEOLOGY DATED JUNE 10. 1994. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 21. 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. 22. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 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. 23. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. VA CA IV 1, nGt /o �FpqRCA2 �A 714W/tt Y p&1y3 pgqCF FHTq� V / :a �-NATURAL _ WATERCOURSE • -- �`- pM r3938 pORoTjON OF PARCEL 23, PPAB 1 PGS 44-46 a A P,N, 914-480-006 q*, 5,23 AC JA---�/ o 0 i� N23 5 CALL •. 938�, Aq�Q 22� ~� ��UTr S�NGL - F?t5lEFq 041 MIAL�k �AO rM9 ryes $2j8 y8 a4 -AP F' L` o� 700 N's ='i o9 0 INDEX MAP THATCHER ENGINEERING & ASSOCIXf ES 71 34636 COUNTY LINE RD, STE. 34 YUCAIPA, CA. 92399 (909) 795-1419 civil. INGUMAINO LANs PLANNING - 3lJ11V1EYINa SrNo. FESS%�j'__w� Designed By Drawn B Checked B SCALE - y y MW T KM Horizontal LVIN W. 'CNER III Plans Prepared Under Supervision Of CC 1 -20 39964 oe Dcxte Vertical CIVIL MELVIN W. THATCHER, III ENGINEERING 1 =20 � �� ����� R.C,E, No, 39964 Expires 12/31 / 1997 . SOILS ENGINEER: RGS ENGINEERING & GEOLOGY P O BOX 11923 SAN BERNARDINO, CA 92423 (909) 793-7442 ATTN: CHRISTOPHER KRALL, E.G. PLANS PREPARED FOR: RAYMOND & ODETTE DEROBERT 3120 SUMMER SET CIRCLE BANNING, CA 92220-0822 (909) 849-0822 RECOMMENDED BYE v DATE' L4. ACCEPTED BYE- C DATES G21 1q4 PRINC AL ENGINEER, FOR ITY ENGINEER RAYMOND A. CASEY R.C.E. No. 41880 Expires 3/31/96 GRADING NOTES: 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, AS AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE =1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 02' DEEP AND CONSTRUCTED A MINIMUM OF 2"FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPE - 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 TOTHE CITY OF TEMECULA'S ENGINEERING DEPARTMENT A 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 A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, ALONG TOP OF CUT SLOPES. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 9. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS. IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE (909) 694-6411 10. CUT SLOPES EQUAL fO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TOOK GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 11. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 12. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO 8E 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. 13. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 14. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED MATERIALS. 6 15. 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 CENTERS; 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. 16. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FROM A MINIMUM OF 3 FEET. 17 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 18. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 19. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM HIS RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW ANDAPPROVAL. LEGAL DESCRIPTION THAT PORTION OF SECTION 20, TOWNSHIP 7 SOUTH, RANGE 2 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, SHOWN AS PARCEL 23 ON A MAP RECORDED IN BOOK 1. PAGE 44 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID PARCEL 23, NORTH 890 26' OS" WEST, 813.00 FEET THEREON FROM THE SOUTHEAST CORNER OF SAID PARCEL; THENCE NORTH 890 26' 05"WEST, 550.64 FEET ON SAID SOUTH LINE TO THE SOUTHWEST CORNER OF SAID PARCEL; THENCE NORTH 230 59' 38" WEST, 270.83 FEET ON THE WESTERLY LINE OF SAID PARCELTO AN ANGLE POINT; THENCE NORTH 660 00' 22" EAST, 745.74 FEET ON THE NORTH LINE OF SAID PARCEL TO A POINT THEREON SOUTH 660 00' 22"WEST. 800.00 FEET FROM THE MOST NORTHERLY ANGLE POINT OF SAID NORTH LINE; THENCE SOUTHERLY TO THE POINT OF BEGINNING. ASSESSOR'S PARCEL NUMBER 914-480-006 CITY OF TEMECULA DEPARTMENT [IF PUBLIC WORKS GRADING PLAN PORTION OF PARCEL 23 OF PARCEL MAP SHOWN IN PMB 1 PAGES 449046 PA93-0179 Drawing No. Sheet `j of 2 17007.02 r ;VAR6W9Z / 7)7& 14493 ;D7&V 911160 --_ PR _ 0,POs1 -+ 197' . . ...... . .... . .. ..... � r 1 D ° �. PROpQS RSA ........................... Underground Service Alert . _Call: TOLL FREE 1-800 422m4l 33 TWO WORKING DAYS BEFORE YOU DIG CDNSTRUCTION RECORD DATE BY REVISIONS 1 I �27 "ASP bU (UT�� A�0 � FLU W L.. V Contractor - �7,75F_L'EVQT O t� 7 - 2i3 .{ G t-1 A til C-r r-,. I v W A`r To o to Inspector Dote Weted PG �le5e 5 ......... DRIVEWAY APPROACH - SHALL BE CONSTRUCTED PER CITY STND 2U7L1-F _� CONCRETE CROSS GUTT-M------ ,�oo � .0 S SO GRADING PLAN A.P.N. 914m48OmOO6 CITY OF TEMECULA ��L 1.4493 87/60 d� EXISTING SLOPE INSTALL BROW DITCH ALONG TOP OF SLOPE AS SHOWN PER DETAIL SHEET 1 DETAIL SHEET 1 \� 1 BERM PER GENERAL NOTES MEET EXISTING � JBRAISED FF 10 � . t P 2:1 FILL SLOPE 1 MEET EX ISTING FLOWLINE AS SHOWN DAYLIGHT AS SHOWN FLOWLINE AS SHOWN z SECTION A -A NTS XISTING GRADE y�P NOTE:DRIVEWAY APPROACH SHALL BE CONSTRUCTED PER CITY STANDARD 207 WITH CONCRETE CROSS GUTTER ACC'D BENCH MARK SEAL,�F S/p Designed By. Drawn By Checked By . SCALE . V ��� � �►Lq4 MWT KM. RECOMMENDED BY, DATE: TEMPORARY BENCHMARK LOCATED AT MELYIN W. THE TOP OF CURB AT THE EASTERLY Horizontal THATCHER III � Plans Prepared Under Supervision ❑f END OF CURB & GUTTER AT THE w � ,�.�.. � � � ACCEPTED BY, DATE, /::?-1 ?�' WESTERLY SIDE OF CALLS GIRASOL 1 -20 N4. 39964 ASSUMED ELEVATION 100.00 D ox te -% PRINCIP L ENGINEER, FGR CITY ENGINEER Vertical Ir CIVIL MELVIN W. THATCHER, III RAYMOND A. CASEY ENGINEERING � 1 —2Q ,} OF C lk� .� R.C.E. No. 39964 Expires 12/31/1997 R.C,E. No, a188o Expires 3/31/9fi R/ W E L 30' R/W � 1 14'• • 4, 51 aI 51 2:1 TO EXISTING LEVIcL - - - w ,LINE 2:1 TO EXISTING . . .. .. . . ..FLOWLINE AS SHOWN TYPICAL CROSS�SECTION JEFFERY HEIGHTS RD. NOT TO SCALE SECTION B-B Aspl,ialfic Conct•ete: Traffic Index of 4 - 3 inches A.C. over 6 inches Class 11 Base "Traffic Index of 5 4 3 inches A.C. over 7 inches Class 11 Base Sla Altei-native: Traffic Index of 4 - 13 inches slag** Traffic. Index of 5 16 inches slag* * *Note: Minimum base thickness per City of Temecula standards. * * Note: Slag material should meet R-Value, sand equivalent, and gradation specifications ations 1'ur Class 11 Base material. CITY [IF TEMECULA DEPARTMENT ❑F PUBLIC WORKS GRADING PLAN PORTION OF PARCEL 23 OF PARCEL MAP SHOWN IN PMB 1 PGS 44-46 PA93-0179 Drawing No, Sheet 2 of 2 r 17*001.0 hh.