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HomeMy WebLinkAboutLot 1-13 Precise Grading Plan PRECISE GRADING PLANS FOR : PAD PAD ELEVATION ss� TRACT 23100 1100� 3 FF FINISH FLOOR GRADING NOTES: VINEYARDS GFF GARAGE FINISHED FLOOR 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. FL FLOW UNE CHAPTER 70, AS AMENDED BY ORDINANCE 457. HP HIGH POINT PHASE FIVE - LOTS 1 FS FINISHED SURFACE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. TC TOP OF CURB /O'OR /Z; 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 A - ELEVATION M/N 3AR . p W 3. MAXIMUM CUT AND FILL SLOPE - 2:1. I R - REVERSE PLAN I 4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF DEEPENED FOOTING MAILJSOXF4CILM71-"- ALL FILL SLOPES OVER 5' HIGH. °� STREET LIGHT (TYP) R. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS D04 FIRE HYDRANT 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 P.C•C. TEMECULA STANDARDS UNLESS NOTED I SIDEWALK CURB 06u77-,GR 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF OTHERWISE ON PLANS) FL MAIL50X LOCATION QETAIL TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF m ELECTRICAL VAULT 3' 2' N.T S. COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED DEEPENED -� SEWER LATERAL MIN. MIN. E IS EQUAL TO OR GREATER GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. I BLDG. PAD ELEV. CERTIFICATION SHALL BE TO UNE, GRADE, ELEVATION AND LOCATION WATER LATERAL FOOTING HE OF CUT/FILL SLOPES. INDICATES LOWERED GARAGE WHEN . MIN. 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR 0 STORM FINISHED FLOOR REQUIREDPADELEV.L+ 2.1 MAX � � • �� �, � 'A FLOWS, ALONG THE TOP OF CUT SLOPES. B INDICATES BACKFLOW PREVENTER REQ'D 3' ' » B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 12 MIN. 21,9 MIN. MIN. ` ` • a » .. » » e , THAN ONE FOOT. 2176 MAX. �MIN. kJ • 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH • ' CERCLE CHAMBERTIN RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY - - - PAD ELEV. LEIGHTON & ASSOCIATES DATED MARCH 25, 1991. TWO SI=TS OF THE ' ! t s » FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING LOT N0. 6' MIN •' '� _ Is G���' DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 4� " - » 12' MIN. RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN » �� S� DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE 2R MIN. » " u lt' '9C� PRELIMINARY SOILS REPORT. N.T.S. 21 X MAX. s » CX ' » • 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT I I PROMENADE CHARDONNA Y LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND A�- -+- 3 B I COV " DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO I v ' Igd! BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694- 1 ` . .. • » • F.F. ELEV. 1 /<<S •• at'l�{� '� 6411. 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND » � " .. • • PAD ELEV. 1 FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL ` ■ ■ . BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE PLACER I I o ,p I B AIR FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. I I AFTER FINE • 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. GRADE, PROVIDE rL s As n : P I 5'WIDE BY 1' 5' 10' MIN. ' ' " • . 12. NO FILL SMALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND G.F. ELEV HIGH BERM �p •• " HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER 2 2 x�i rf�,` r �. M OR EQUIV. I MUD SILL '� � � 6' MIN. ' " �`� �hI��Y • DELETERIOUS MATERIAL. 7 f ' 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, PA THE TERRAIN MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM CURB FACE A SIDEWALK I tN. , �. .k Yx O�\� f ' . " NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED y- x x <v = • BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. DIRECTI , `' x� s ON OF FLOW �' M1� 12 MIN. " 2 7G ,'� ^ 'Y.,x -;�: ,,, � • w Q G�� 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF NOTE: G.F. ELEV. IS AT THE FRONT EDGE x •!`` PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL X TYPICAL LOT FINISH GRADING SECTION " B B" `� X-� �r » SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO _" t. » GO • , s • • ADJACENT PROPERTIES. N.T.S. N.T.S. Fx' t' f�` • • �` ,� 15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED n METHODS. � ' r :xyY- » 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST y . IsCONTINUE TO FUNCTION. ESPECIALLY DURING STORM CONDITIONS. 55.50 '� PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 62.50' • . . BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING • OPERATIONS. 50.50 ' Lp►L1RE'�� . . • 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND - ■ CNE�A�N " » TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE FIVE D ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN GP` VERTICAL HEIGHT. » O 18. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFICATION OF SCALE.- 1'P-200' BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE g ❑ gc • �P BEOGIVEN.. FIFE AN LLELEVATIOATION N WITH WITH ECTSPECT T O ADJACENTMEAN SEA L TR DELL r�n1 iR BEAW4E SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. INDEX MAP 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLATED WITH SCALE: 1" = 200' ROSEA ICE PLANT AT It ON CENTERS OR ANOTHER APPROVED GROUND PROJECT COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND WITH APPROVED TREES, SHRBS, OR SITE COMBINATION THEREOR, SHALL BE F. SHRUBS RUBS SHALL BE PLANTED ATU 0' ON CENTERS; TREES, 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS. QUANTITIES: SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT J IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C.. ITEM: QUANTITY, CHAPTER 10.r. FINISH GRADING 195 CY `� 20. FINISH NOT LESS THAN�1 1,C PER E SHALL BE FOOT FOR A MAINIMMUM OALL EF 3 XTERIOR WALLS AT 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD VINEYARD MODEL FOOTPRINTS 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 •I9 FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: PRIVATE ENGINEER'S NOTE: DE .� CONSTRUCTION. UPON REQUEST. THE APPROPRIATE PLAN REVISIONS Underground Service Alert SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR A� AND APPROVAL Call: TOLL FREE AX/ ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. LEIGHTON do ASSOCIATES CCL CONSTRUCTION, INC. IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE 1 -800 3934 MURPHY CANYON ROAD GROUP 2010 MAIN STREET SUITE 965 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS VICINITY MAP 422-4133 SUITE B 205 pG . G . BUIREPT IRVINE, CA 92714 FOR APPROVAL BY THE CITY. N.T.S. SAN TWO WORKING DAYS BEFORE YOU qG 6 9) 2 DIEGO. � S - 92123 ea4o Lusk »o„l�.ara(d191 te�Cmoi sen Diego. CA az181 (714) 752-9100 LD96-038 CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: Fssi Designed By Drawn By Checked ByDrawing Nc OF ��� s.W No. T-29-81A RECOMMENDED BY: DATE: 4' Z4'�O CITY Or TEM ECU LA DEPARTMENT OF PUBLIC WORKS Contractor .5' BRASS DISC N COW. CnRMNR LOCATED FROM NT. of T ST. t RAN040 CALIF. RD., 1.e Horizontal h Plans Prepared Under Supervision Of ACCEPTED 8 DATE: .'S N.E aN CALIF. RD. TO NT. WITH gg PRECISE GRADING PLANS FOR: ARGARTTA . N THE N.N. CORNER OF THE NT. g W. 43217 Inspector E OF A r AMM FENCE. 21' x 10' AROUND "/A EXP. 3/31 Date jAM. 24 , /9Xo PRINaPAL EER, FOR CITY ENdNEER VINEYARDS CALIF. VALVES„ 4W N. OF P.P. (NQ a4' STEVEN W. CRESSWELL Date Completed OF rM POSOF IT RANCHO CALIF�S�- vertical �7 r t MARWAN A. Y IS XT V W. TRACT 23100-3 DATE a- 3-e2 ELEV. 1124.410 N/A R.C.E. No. 43217 Expires March 31, 2000 R.C.E. 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GUTTER AND _ 3934 MURPHY CANYON ROAD GROUP 2010 AIN STREET. SUITE 965 SIDEWALK AND TO CONSTRUCT NEW DRIVEWAY OPENINGS. 422-4133 SUITE B 205 PIANNI dG 8 TRIVEPMG IRVINE, CA 92714 SCALE.- 1" = 20 ' SAN DIEGO, CA 92123 8W Li„Y Boulevard a Suite C_225 San Diego. CA 92121 (714) 52-9100 INSTALL TRAFFIC PROOF COVERS ON ALL SEWER CLEAN-OUTS AND WATER TWO WORKMG DAYS BEFORE YOU DIG (619) 292-8030 (619) 66o-9mi METERS IN DRIVEWAYS. LD96-038GR CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: ` Designed By Drown By Checked By -- Drawing No. v Contractor _of InvERSIDE B.M. No. r 2ti-a1 A RECOMMENDED BY: DATE: 4 "zf-� CITY OF TEM ECU LA DEPARTMENT OF PUBLIC WORKS X X NT.00Fa�T� R 09 D., 1.a Horizontal y Plans Prepared Under Supervision Of .•s N.E. ON RANCHO CALIF. . -Zs --re INT. WITH � -t-2 .re PRECISE GRADING PLANS FOR: Inspector ARGAItlTA RD.. IN THE N.w eNER OF YM INT 1' 20' NO. 43217 ACCEPTED BY• DATE: E. OF A r CHANiLNrK FINXXE, 21' : 16 AROUND EXP. 3/31/0. 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N Call: TOLL FREE L.EIGHTON & ASSOCIATES CCL LoNSTRUCTION, INC. 0 20 40 60 80 lap 0 SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPT. TO REMOVE EXIST. 1 -800 3934 MURPHY CANYON ROAD GROUP 0 DRIVEWAY OPENINGS. REPLACE WITH FULL HEIGHT CURB, GUTTER AND _ 2010 MAIN STREET, SUITE 965 SIDEWALK AND TO CONSTRUCT NEW DRIVEWAY OPENINGS. 422-4133 SUITE B 205 PLANNING • ENCRIZ ;RIIIG • SURVEYDTG IRVIN , CA 92714 SAN DIEGO, CA 92123 INSTALL TRAFFIC PROOF COVERS ON ALL SEWER CLEAN-OUTS AND WATER SCALE. 1' = 20 ' SWte �, 714 752-9100 a �u'r'"�• 9) 5 0-95 . s� D� �" °21�' METERS IN DRIVEWAYS. LD96-038GR TWO WiORKiNG DAYS BEFORE 1r0U DIG (619 292-8030 (eis) 56o-veoi CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL• �� Q Designed By Drawn By Checked By C Drawing No. Q Contractor OF RIVERSIDE S.M. NO. 29-81 A. RECOMMENDED BY: DATE: 4-Zt-ItCITY Or TEM ECU LA DEPARTMENT OF PUBLIC WORKS S' MASS DISC IN CONC. LOCATED FROM j� INT. OF FRONT ST. t RC�CALIF. RD., 1.8 Horizontal - Plans Prepared Under Supervision Of S NE ON RANCHO cal.F RD. To MT, wITN 2 S-9 PRECISE GRADING PLANS FOR: Inspector ARGARITA RD., IN 1ME N.w.l CORNER OF THE NT 1" : 20' NO. 4,3217 ACCEPTED B DATE: - ` E. OF A r CMAINLMc FDi&F- 21' x 16' AROUND EXP. 3/31/00 PRINCIPAL NEER, FOR CITY ENGINEER VINEYARDS CALF. GAS VALVES, 40' N. OF P.P. (N0.�U. 94' Date /4P�Z. 2¢, I��j STEVEN W. CRESSWELL I OF CENTERLINE OF RANCHO CALIF RD. F RR- vertical I V ��• �< MARWAN A. YO c cv °°t° �"��� VATNESS POST SET 1' W. OF MONUMENT. ' ¢ � TRACT N0. 23100-3 0 DATE 9-13-82 UEV. 1121:.410 NSA R.C.E. No. 43217 Expires March 31, 2000 xp R.C.E. No. 47180 E,ipife3 DEC. 31, 1999 PHASE FIVE - LOTS 7-13 Sheet 3 of 3 z