Loading...
HomeMy WebLinkAboutLot 169 Rough Grading R 0 UGH GRA DING PLA N GENERAL NOTES TRA CT NO * 23173 dpmmmmmm� I LOT 169 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70, AS AMENDED BY ORDINANCE 457. PARK SITE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 17o IF CUT OR FILL 1S LESS THAN 10', 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINGE SWALES SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. RIVERSIDE COUNTIV. CA� IFORNIA J. 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 DUNE 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 BUILDING AND SAFETY 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 A BROW DITCH MINIMUM OF I ' DEEP ALONG TOP OF SLOPE. B. 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 x"10 PRELIM,'NARY SOILS INVESTIGATION BY HIGHLAND SOILS ENGINEERING, INC. DATED MARCH 11, 1988. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE , rT WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ' r 10. THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY DEPARTMENT, 4080 LEMON STREET, RIVERSIDE, TELEPHONE 787-6146, AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST �pY A BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. H } 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' 1N VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN �T ACCORDANCE WITH ORDINANCE NO. 457 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, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENSINEER PRIOR TO PLACEMENT OF FILL MATERIAL. PROJECT VICINITY MAP 14. DURIN,:; ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO NOT TO SCALE PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 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 OPERA TIONS. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) A P. N. SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT 9,50- 352- 001 CERTIFICATION OF BUILDING PAD ELEVATION, 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. OWNER_ EARTHWORK QUANTITIES 19, EROSION CONTROL.. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT ABOUT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' RA DNER SUNL A ND VAIL RANCH PARTNERS IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED CUT FILL TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON 9665 CHESAPEAKE DRIVE, SUITE 305 SAN DIEGO, CA 92123 CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' RAW 1,270 CY 3,660 CY IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PHONE: (619 495-1973 SHRINKAGE 0 20% -254 CY PREVENTION DEVICES PER U.P.C. CHAPTER 6 SECTION 603.3.6. 1,994 EDI TION. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN SOILS ENGINEER 1 ,016 CY 3,660 CY 112" PER FOOT FOR A MINIMUM OF 3'. 21 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED, 3,660 CY - 1,016 CY = 2,664 CY TO BE IMPORTED HIGHLAND SOILS ENGINEERING, INC. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 18J2 S. COMMERCEN TER CIRCLE, SUITE A COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SAN BERNARDINO, CALIFORNIA 92408 BENCHMARK DESCRIPTION iEDM LEGENDtIN NG PERMrr ELEVA TION: 1052.514 DATE: 9-13--82 -19 RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 & 1/2" BRASS 1 0 m MAY p � DISK IN CONCRETE CYLINDER. 3.4 MILES SOUTHEASTERLY ON HWY. 79 FROM F.L. FLAW LINE gp (� M THE INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA. NCHECK D U V C AT SOUTHWEST CORNER OF THE INTERSECTION ON HWY. 79. AND MARGARITA -----�------ DAYLIGHT LINE /n . • h,�c�- ROAD. 109' SOUTH OF THE STREET CENTERLINE CSF HWY. 79. AT THE F r3 - ��a � MAY - 5 NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE AROUND WELL SITE. I 9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER. SET FIBERGLASS F.S. FINISHED .SURFACE WI TNESS POST 1' SOUTH OF MONUNEN T. OF TRANSPORTy�i' 2:1 OR 5:1 SLOPE % � AS SHOWN ON PLAN © d a , f 0 o 4 REVISIONS.- Underground Service Alert SEAL COUNTY: SEAL: SUBMITTED BY: 114 TRANS - PACIFIC CONSULTANTS COUNTY OF RIVERSIDE o 7447 ENTERPRISE CIRCLE WEST OF REGISTERED CIVIL ENGINEER N0. 48060 2 1 Call: TOLL FREE TEMECULA, CALIFORNIA 92500 TRACT 23-173-1 LOT 169 + DATE: EXPIRES 12/31/99 Tran,4adfic TEL. (909) 676-7000 1 -800 /94SILTANTS PARK ,SITE APPROVED 422-4133 0 ED BY. SCALE. BENCHMARK: A? 1 " = 20 ROUGH GRADING PLAN SHEETS RIVERSIDE COUNTY, CALIFORNIA ©0VEEFT FILE NO. SEE ABOVE FOR TRANSPORTATION DEPARTMENT L W WORKING DAYS BEFORE YOU DIG DATE: DATE: W0 FOR: F.B. x o 5/1 /96 VAIL\TI TLESH T 7).Y. 1111 N 0- EXIST, INLET TYPE X GRA TE TO BE LOWERED B Y 9" 6" THK. ROUND CONC. APRON. RADIUS=4' 6� O amIIIIIIII 01I aII �S RI ' r r .w+ r r r • r wooadow moo ..- r r MH r 36" EXIST CMP � r wow �. . r `� r r wr r r dodor 18" EXIST. CMP r w � r FIV'E ........ -I wow D mow ww ..................... .......... x .......... ...... -Vw".2w, opm- ...... GE r — R � INLET DETAIL � -- � - . r - NO SCALE rr � r rr _._ 11151 11 J li r r r r r r r • � .- r r r '-ft mow r� �' �r r ^ r r r "{{ 1AI fopw rwAwm rr r .r ' rft � err 30 r rte' _ •wry � • rr 1 r•+'• " FAS /NAGE C .._ EXIST, 30" RCPdo 1 1 ry UJ_ x p 41 10 V r\ I I r -r � � Im 1\1 x ................ T J\ T 2 —1 41P 3%) -—1 L T —J 9 F C F 1 J 1 �o °I F -- . E IST GE GE I N , A 0 o r _ / 4 RADIUS CONC, APRON. S ME.N T F r- — �- — - EXIST GRA TE OF /NL E T TYPE X EA / �... ---' C Q TO BE L 0 wEREo e Y s" l C — r �- "� W `- -- --� , ' �. r _ter ^ `` ^ PER DETAIL SHOWN ABOVE `- r' 0 1160.90 TOP OF EXIST. GRATE `J (- ', -r 1160. 15 TOP OF PROP. GRATE F EXIST. 18 CMP KD EXIST. 72 RCP . C ILA �- 1 .. - ExIs r. 30 RCP vp A 5., MAY 0 s 1 S(OPE 5' - - -m D MONSECTION A --A SCALE 1" = 20' NO SCALE ' RIV.CO.AT TRANS RTATION REVISIONS: Underground Service Alert SEAL COUNTY: SEAL: SUBMITTED BY: TRANS--PACIFIC CONSULTANTS COUNTY OF RIVERSIDE GRAPHIC SCALE 9 � 2 of REGISTERED CNIL ENGINEER NO. 48060 27447 ENTERPRISE CIRCLE WEST TRACT 23173-1 LOT 169 70 0 10 20 40 6oCa .II• TOLL FREE EXPIRES 12/31/99 -- TEMECULA, CALIFORNIA 92590 DATE: T�-p� TEL. 909 676-7000 PARK ,SITE 1 -800 ��, APPROVED BY: SCALE: � BENCHMARK: ,� ( IN FEET ) I 422-4133 � �p ROUGH GRADING PLANSHEETS 1 inch 20 it RNERSIDE COUNTY, CALIFORNIA FILE N0. MI Now own FOR TRANSPORTATION DEPARTMENT SEE SHEET N 0. 1 C TWO WORKING DAYS BEFORE YOU DIG DATE: DATE: WO# FOR: F.B. 5/2/96 C \VAIL\PARKSITE D.Y.