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HomeMy WebLinkAboutLot 54-59, 67-68 Precise Grading PRECISE GRADING PLANS FOR : PAD PAD ELEVATION FF FINISH FLOOR CHARDONNAY HILLS TRACT 23100 1 GRADING NOTES: GFF GARAGE FINISHED FLOOR 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, FL FLOW LINE CHAPTER 70, AS AMENDED BY ORDINANCE 457. HP HIGH POINT PHASE NINE LOTS 54 - 59 & 67 - 68 FS FINISHED SURFACE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. TC TOP OF CURB DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE 22 LOT NUMBER CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3 = PLAN NUMBER 3. MAXIMUM CUT AND FILL SLOPE - 2:1. 3AR A = ELEVATION R REVERSE PLAN 4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF DEEPENED FOOTING I / / ALL FILL SLOPES OVER 5' HIGH. 0_-�a STREET LIGHT 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A wa FIRE HYDRANT COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION RETAINING WALL (BY SEPARATE PERMIT) FOR ALL FILLS OVER 1' DEEP. (ALL WALLS ARE TYPE I-B, PER CITY OF TEMECULA STANDARDS UNLESS NOTED IN. 3 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF OTHERWISE ON PLANS) FL TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF ® ELECTRICAL VAULTCOMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED SEWER LATERAL N. MIN. ELEV. IS EQUAL TO OR GREATER • GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. DEEPENED THAN BLDG. PAD ELEV. CERTIFICATION SHALL BE TO LINE, GRADE. ELEVATION AND LOCATION � WATER LATERAL FOOTING • ! OF CUT/FILL SLOPES. � INDICATES LOWERED GARAGE WHEN FINISHED FLOOR REQUIRED PAD ELEV. Mi • \'" 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM B INDICATES BACKFLOW PREVENTER REQ'D2:1 MAX. " �, v w a\� FLOWS, ALONG THE TOP OF CUT SLOPES. ~ 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 12' MIN. 2X MIN. ?� MIN a `� - ~ 17 +. SCALE. 1=200 THAN ONE FOOT. 217L MAX. � _ -- -- - - - _ MIN. s _ _ - 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY - - - PAD _ _ . LEIGHTON do ASSOCIATES DATED MARCH 25, 1991. TWO SETS OF THE LOT N0. a .. a a • • .o FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING .. ' 6' MIN. • DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN _ _ • + RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN ■ DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE CZ ZSECTION "A-A" 2 MIN.• " - - . �PlACE� ■ PRELIMINARY SOILS REPORT. N.T.S. 21 MAX. • . • B I M • s s • • " s az a • 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT r ' • LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND A� I ' . • • a o DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO I + • BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694- 1 1 ' • » • a � 6411. F.F. ELEV. d7 • 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND PAD ELEV. I ' \� " : • « FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL • . o • BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE ' " " • " • FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. GRADE, PROVIDE I I AFTER FINE a • 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. � � G.F. ELEV 5'WIDE BY 1' 5' 10' MIN. „ ' • 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HIGH BERM , Is a .. OR EQUIV. MU SILL ' • - - • �0 - HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER 1. MIN. • . • • �TvP DELETERIOUS MATERIAL PAp - " ��P� • 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, ' a THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM CURB FACEN A SIDEWALK . MIN. ~ • s a ' `� • NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED DIRECTION OF FLOW _ >' 2% MIN. 12' MIN. • a �•' . BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. �r __�-. M NOTE: G.F. ELEV. IS AT THE FRONT EDGE 21X MAX. • . l�`'' w �y • 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL TYPICAL LOT FINISH GRADING SECTION " B-B" ! • A�_ • SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO r ,. • ADJACENT PROPERTIES. N.T.S. N.T.S. ' - C ' �P 15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED • �� PJF METHODS. PHASE NINE 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST 55.50' 44.0' ' ��' CONTINUE TO FUNCTION. ESPECIALLY DURING STORM CONDITIONS. 62.50 ,, �P PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING 50.50' C OPERATIONS. , uN 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE DFlD " ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN " VERTICAL HEIGHT. 3X 18. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE g o REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL E o BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND 8 '° SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT ori GROUND SHALL BE GIVEN. INDEX MAP 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH SCALE: 1" 200' ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND Y PROJECT COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR SITE COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ONIllm c CENTERS; TREES, 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT S IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. .v 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT Z NOT LESS THAN 1/47 PER FOOT FOR A MINIMUM OF 3 FEET. I 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES n SHALL BE PERMITTED. QUANTITIES: 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD x VINEYARD MODEL FOOTPRINTS ITEM: QUANTITY: PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FINISH GRADING 160 CY 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT 3 RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY �9 FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING o SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARE D FOR: PRIVATE ENGINEER'S NOTE: DE r►Y CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS Underground Service Alert SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW I THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �►T AND APPROVAL. Call: TOLL FREE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. LEIGHTON & ASSOCIATES CCL CONSTRIXTION, INC. IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR 0 1 -800 DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS 5 3934 MURPHY CANYON ROAD GROUP 600 ANTON BL .. SUITE 1350 VICINITY MAP 422-4133 SUITE B 205 PLANNING • ENGDFEEitING • SURVEYING COSTA MESA. 92626 FOR APPROVAL BY THE CITY. N.T.S. TWO WORKING DAYS BEFORE YOU DIG AN DIEGO.2CA 92123 6640 Lusk Boulev�XQ1SWte C-225 1• Ban Diego, Ce 92121 (714) 825-17 LD97-048GR Q CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By Drowing No. Q SCALE RECOMMENDED BY: DATE: tt?Z27 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS _ OF RIVERSIDE B.M. No. T-29-al A. Contractor 5' BRASS DISC IN CONC. CYLINDER LOCATED FROM �� X INT. OF FRONT ST. ! RANCHO CALIF. RD., 1.a Horizontal =' Plans Prepared Under Supervision Of .S N.LTA RANCHO CALIF. CRD. TO NTH NO. 43217 ACCEPTED BY: DATE: J- o PRECISE GRADING PLANS FOR: Inspector E OF A T CHAPAMrK FENCE, 21' : 16' AROUND N/A D(P. 3/31/00 RONALD ENGINEER, FOR CITY ENGINEER CALIF. GAS VALVES, 40' N. OF P.P. ( 94' Date 'S ' z - 9 RONALD J. PARKS C HARDO N NAY H I LLS OF M=r Dote Completed a � POST SET wCALIF _R- �eHkd '� N v �; �� MARWAN YOL,NIS TRACT 23100- 1 $ .L DATE 9-13-132 ELEV. 211110 N/A � cA<- R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. 19744 Expires SEPTEMBER 30, 1997 PHASE NINE LOTS 54-59 & 67-68 Sheet � of 2 fi � 1 51 48 53 52 50 49 PAD=1278.0 fT PAD=1273. 1 PAD=1274. 1 PAD-7275.2 PAD-7276.J PAD-1277.3 86.00' tel.! 72.24' 7,3.00' 67.00' 7.7 00' 78.AO' 69� nLw 6 59 w ti 6� Q o+ 6• w tea► ti > > - H; �'� � 54 6 �� I+' 'tee► �. 5 7 �; 8 `�' 33'.* .o P ,t -o 1e" 1 C 2A N 'e 1 R 3B 3AR 0 3BR .► 0 PAD=(268.8 PAD=1266.B PAD=1?67.? PAD-1267.6 PAD=1266t 0 � � PAD-W8.4 FF =1269.47 FF -1267.47 t n FF =1267.B7 FF =1?68.27 FF =1268.67 � ;� FF -12169.07 © g t 1269.03 F5 6 STOOP ct 6 1266.78 FS 10798 FS �� CFF 1268.97 10 _ 3' DROP N 6' DRQ, O 6' STROP 9.5 8 , `�' o 0.6' DF 0.5' OF N CFF=1267..37 1661 �r LGFF- 771N p DROP a 50' '�� GFF=1268.57 9 C GFF=1266.97 8 .� -� 14 5 6 ?660 1 �s�,e �+ 6 o � 1,176 :'2 w � ,2 � g i v � 1 50.0060, e• � 7.3 00' 1 it 7.� ? k Cl) --- SE£ Ilk. ■ k fig- NO1F) 6k0 � E ( NOT£ ��h • 39 11 40 41 - 42 CERCLE BEAIJREGARDS v C� 3� E - - --- ,SEA --- �• R GARD 3. -W) _ ----- 6'x.0 h 1 0 1 Z FL � ry 0,34' GFF=1265. 17 oh h p 1264: GFF=1265.47 98 FS � � R 3 9J' DROP 6 STOOP o Ppb=1264 7 0.,3' DFPADs1Z65.0 e:1265.6, Ur 6PAD �o f1Z65.3 PAS'1265.6 f1265.97 X FFz bks dX� A W Of � x h a; ro ro a roun Under d Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: NOTES: �0�1' �'s h9 G 28r s 9 RETAINING WALLS SHOWN ON THESE PLANS REQUIRE A SEPARATE PERMIT 62 FROM THE DEPARTMENT OF BUILDING AND SAFETY. N Call: TOLL FREE LEIGHTON do ASSOCIATES CCL CON RUCTION, INC. 0 20 40 60 BO NAD SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPT. TO REMOVE EXIST. y a _800 DRIVEWAY OPENINGS. REPLACE WITH FULL HEIGHT CURB, GUTTER AND " 3934 MURPHY CANYON ROAD GROUP 600 ANTON BLVD., SUITE 1350 SIDEWALK AND TO CONSTRUCT NEW DRIVEWAY OPENINGS. y SCALE. 1 " = 20 ' ' 0 422-4133 SUITE B 205 PIANWMG • BNGIInM=G • 3URVEMG COSTA MESA, CA 92626 SAN DIEGO, CA 92123OW Lusk Boulevard , Butte a-226 • sen Diego. Ce 92121 (714) 825-1750 INSTALL TRAFFIC PROOF COVERS ON ALL SEWER CLEAN-OUTS AND WATER Cr TWO WORKING DAYS BEFORE YOU DIG (619) 292-8030 (619) 660-9901 METERS IN DRIVEWAYS. LD97-048GR a a CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drown By Checked By .� Q SCALE RECOMMENDED BY: 4!1DATE: � � CITY OF TEM ECU LA DEPARTMENT OF PUBLIC WORKS Drawing No. OF RIVERSIDE B.M. NO. T-29-81 A- Contractor 5' INTAOpFRROONT CST. & RACE R LOCCALF.A 1F 6 Horizontal ) Plans Prepared Under Supervision Of x 'S NX ON RANCHO CALIF. RD. To MT. WITH . SAIDA 7 PRECISE GRADING PLANS FOR: • NO. 43217ACCEPTED BY: DATE. Inspector ARGARITA RD., MI THE N.Nt. OF THE NT. 1 20PRINOPAL ENGINEER. FOR CITY ENGINEER I E. OF A r CHAINLW FENCE. 21' 16' AROUND EXP. 3/31/00 �!"- Date s_7-a_9 7 �,,,,,� PARKS C H A R D O N N AY H I LLS o CALIF. W VALVES. '0' N. OF P. (N0.n• ". OF CENTERL04E OF RANCHO RD. AL.- Verticol � C � �r MARWAN YOUNIS Date Cornpieted WITNESS POST SET W. OF T. ��.Or �,1 TRACT NO. 23100- 1 ,L DATE 9-13-82 112a.ao NSA R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. 19744 Expires SEPTEMBER 30, 1997 PHASE NINE LOTS 54-59 & 67-68 Sheet 2 0f 2 Z