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HomeMy WebLinkAboutLot 23-27,38-43 Precise Grading LEGEND 0000.00 oo No�"' A C 0 41 23 3 2 TOP OF CURB T.C. A PAD ELEV,-03 MIN. FLOW LINE F.L. IQlM HIGH POINT H.P. RECIS GRADING D A A P1 1ASE 3 FINISHED GRADE F.G. 17.MIN, 15'TYP, 1%MIN, 15,TYP, 9 �!► y FINISHED SURFACE F.S. 5' (EXCEPT B 5' 5' B (EXCEPT C 5' C MIN Nu[1NTED) MIN MIN NOTED) MIN �, GARAGE FLOOR GF 0000.0 VIA RAM PAUIIA PAD ELEVATION PE 0000.0 Z 55 b, PROJECT X 54 25 24 �� SITE 11ZFINISHED FLOOR FF 0000.0 26 23 101 4 WATER SERVICE W �^ Q^ � 5 57 22 58 8 7 SEWER SERVICE S zCD oo z 77 79 1 27 21 19 111� roe 59 2 20 AIR VACUUM RELEASE VALVE (AVR) 76 61 X 80 3 28 35 TD SAN PILE �9` y N y / � DIEM oil FIRE HYDRANT 62 81 \ 29 34 / 42 63 75 4 17 7F�, �� �� -Lf DRIVEWAY 33 V NTYPICAL SIDE YARD DRAINAGE 45 4 74 82 \ 30 31 5-1- 43 41 wy, 79 w DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 4 6 73 83 5 140 \ STREET LIGHT CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. � 43 65 72 84 g3 94 � 53 51 s 15 52 4 I � 71 85 92 1 54 39- 4 5 66 SLOPE 42 67 VICINITY MAP I 7 1 EXTRA DEPTH FOOTING 7 7 7 7 21 9 5 41 68 70 86 1 6 8 13 1 5 50 46 38 NOT TO SCALE 37 INDICATES AMOUNT OF � 40 69 87 89 p g 9 12 56 49, 7 x� EXTRA DEPTH FOOTING X 3938 ROA11) 8 9 1 3-7 36 66 73 ACCESS RAMP rM 35 34 ,o0 Jul 10 g 57 65 GRAD I NG NOTES 10' OR 12' 33 32 31 1190102 58 64 67 72 LOT NUMBER X❑ 6 0 9 10 30 29 28 ,� 103 68 1 . ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM 48" 16" w 11 12 27 y,�, 63 / BUILDING CODE, CHAPTER 33, AS AMENDED BY ORDINANCE 93-04. INDICATES MODEL M I N. TYP. Q 13 104 59 71/ 1 L` 14 15 26 105 60 61 62 9 / 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. 1 12" MIN. ABOVE PAD ELEV. 16 17 25 nucr DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND SHALL BE UNIT TYPE 4B MAIL OX 12 MIN. ,(TYP. ) CLR. 18 24 7 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. INDICATES ELEVATION (FACEURB OF CTO F OF POST) 7 19 23 63 3 �. 74 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . C� OR (s" BACK OC CUMTO of POST) ROUND OFF TOP 6 5 57 WATER BLOW-OFF 4 22 62 58 75 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL P/L 9 3 2 20 61 60 59 FILL SLOPES OVER 5' HIGH. > 4 INDICATES PAD GRADE REVISION SIDEWALK CURB & 5 1 21 51 52 77 78 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT FROM ROUGH GRADING PLAN GUTTER -� 50 76 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY MAILBOX L 72 17 49 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS INDICATES STEP TO GARAGE FLOOR 18 r5,13 OVER 1 DEEP. s8 19 (GF = FF - STEP) DETA I L NO . 1 20 21 22 79 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA SECTIONA A 5 4 3 2 1 64 31 30 48 54 \ 80 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH THIS LOT REQUIRES A BACKWATER N.T.S. FOR REAR YARD SLOPES GREATER 6 16 1 32 29 28 47 48 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO VALVE PER APPROVED WATER AND \ / THAN 5' IN VERTICAL HEIGHT 7 15 33 55 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, SEWER PLANS. PER SECT. 409 OF U.P.C. B W 71 46 � 56 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. � � 45 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 0 8 TOP OF CUT SLOPES. 0 9 0 11 12 13 14 34 35 36 37 44 - 0 I O 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 0 6" MIN. 5� MIN. P/L 5' MIN. 6 DO MIN. ' _ ONE FOOT. 3' MIN. 1 ' 1 ' 3' MIN. MUDSILL MIN. MIN. MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 00 THE PRELIMINARY SOILS INVESTIGATION BY: n PETRA GEOTECHNICAL INC. ON SEPTEMBER 23, 1998 0 INDEX MAP TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE °D ,y ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-- SCALE: 1" = 200' MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 0 12" MIN. 12' MIN. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 0 SI TE 0 Lf) 2% MIN. 2: 1 MAX. 6 TYP. 2% MIN. LOTS INCLUDED 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING Oar. 21% MAX. MIN. 21% MAX. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- S E C T I 0 N B _ B TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. w It X PLAN 0 PLAN PLAN 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL 2 0 3 110 SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE P/L ' PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 5' MIN. •00 0.00' EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 3 MIN. 150.00' THE APPROVAL OF FINAL INSPECTION. E MUDSILL MIN. 6" MIN. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. r� L _ CONSTRUCTION N0TES & QUANTITY ESTIMATE 13. FINISH GRADE„ SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT : e.:. NO. ITEM QUANTITY UNIT LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. cr) 12" MIN. 0 LOT GRADING ( 11 LOTS x 50 C.Y./LOT) 550 C.Y. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 2: 1 MAX. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 0 2% MIN. 6" MIN. TYPICAL OVERALL FOOTPRINT DIMENSIONS TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 21% MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECTION C -- C ( PRODUCT .3 )_ 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE o PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER N SCALE: 1 ' = 30' . 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 0- SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- 0 TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE =, PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER w Underground Service Alert U.P.C. CHAPTER 10.R. Q 14b6ed llillltam hrnst Associates 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR PROFESSIONAL ENGINEERS, PLJI*M k SUtVEYORS TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CD 27555 YU RX, SE. 4M*TEIECIEA G. 951 BENCH MARK OWNER/DEVELOPER 17. APPROVAL OF THESE PLANS BY THE C I TY OR I TS AGENTS DOES NOT REL I EVE o CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 Q 1-800-422-4133 RIVERSIDE C0 Nfl'DESIGNAil T-27-1 THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 21/2'NZ DISC IN(9C.CYLINDER SEAM T-21-1. RICHMOND AMERICAN RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 0 FRN THE IN1ERSECTION OF FRONT S.AND RANCHO CALIF.10. 3.4 EB■AIEJIST 0 104 W. GRAND AVE. , SUITE A REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED � RANCHO CALIF.RD. M'NORIFEST OF RARM CALIF.RD. 13�MR OF A 4'2 OW RAJI 0 FENCE,2'ESI OF RU POLE i 175113CE. SET FIU6LASS IIIIESS POST 1'NORW ESCOND I DO, CA 92025 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL, � OF DENT. ADJ.01111E 9-13V ELEV. 1211.5V (760) 145-1605 _ 0 TWO WORKING DAYS BEFORE YOU DIG L D 9 9 17 8 GR 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �ESS1pDESIGNED BY DRAWN BY CHECKED BY Drawing No. 0 A � JT JM MT RECOMMENDED BY: DATE: 4 l C I TY O TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL ,` �� jr`�� �� Plans Pr are nder The Supervision Of w 43os y ACCEPTED BY: DATE: l� / a TRACT NO . 23143-2 0 Inspector SEE ABOVE AS SHOWN Exp•x/31-� Da t e: 1617ADEPUTY DIRECTOR OF PUBL I C WORKS itRONALD J. PARKS :`A.. A`` PHASE 3 0 VERTICAL Jl el Y I` �� M CHA A-. VVAN AL\i'I.YA-7.7"117 ~ (�RECISE GRADING PLAN Date CompIeted 'jFp \1\ � R.C.E. No. 4 Expires 3-31-00 R.C.E. No. 19744 Expires res 9-30-01 �r j .,...... TITLE SHEET N/A c p r 1 LOTS 23-27 & 38 -43 SHEET 1 of 2 nATF PRFPARFn. nR/04/99 F191 PE 1244.5 2 PE 1240.3 I ® PE 1237.2 PE 1242.7 I_ ` EXIST 2: 1 SLOPE PER ROUGH GRADING PLANS ` • � 72.43' ry - `� �, 72.00' 9 72100' 72 00 67.08 A A 48.1 k�b 46.5 1• 45.9 FL,FP F ��.c., 0 FL I-� ��`' 47.0 o FL,HP HP ��' FL,HP N n o FL,FF - o _ o v r: 0 1 0110 47.9 o z - 47.9 0 Ln o �t co 8.4 o z 'n N 11 ' FG �i FG 11 ' N o �`" 47.3 N o to � N o zn � 66, 4 N M .- 47.3 N ��- 46.8 N m- 46.8 46.2 N 46.2 11 ' FG 11 ' 11 FG FG 11 11 FG FG 11 7.45' FG FG 5 48.4 z �ZN 33' ® FG z •„7 2 ? 0 3 ? 2 B W z B W _ 22 0 • PE 1249.0 3 .o CR M �. 1 o 00 11 as ae • z o A FF 1248.4 \�R o B o z AR r FF 1248.9 r- FF 1247.8 FF 1247.3 M " 6' PE 1247.9 � o o � � FF 1246.7 � 5 PE 1248.4 S 47.9 -FG LL_ PE 1247.3 C PE 1246.8 o PE 1246.2 SW FR U_ 46.8 NINE M to FG � n 47.9 o ori cv o �--- FG 48.4 r 48.4 VFG GF 11 47.3 c� �6 `r' V. 46.2 GF FG � GF 1247.9 1247.9 GF 11 ' ( ` FG '8 � FG ��' % 11 ' o 1248.4 GF 1248.4 11 GF 1247.31247.3 Q 11 1246.8 GF 1246.8 � GF 1246.2 11 47.37 be 11 45 00 0 11 IN FG o ao _ � � �---� o am e� o o in `� �� o O _ N O�� °0 dP o ��' °° �° o � - o � � n ! co 0 � - �o tiff `*1 � � N O _n � 'TI .�� (� C}1� ON _n - ry• O v �'1 • 0 ---1 C vi rn ry� 0 N cn t N �r cn tr V, vi -0• N N cn •� � v Ln W W W. cc a, W -� n 72.00 72.00' 72.0c ' 72.00' 66.35' � CD STR. LT. Z '►�` ry re cj, 05 �,, CURB & ' o �� _- 0.89 + $, � ± �,'� a, GUTTER n _ r'' � ��,''�.,, +' ��, •9 ,��,���1� rn �' Q' _ co O 00 _ W Cfl C') L n S N S O S 12 S 0 13 � �' 14 �`° 5 1 13X:* j 16 Bo ---- re ..._t re j co -- - -- re 0.76z N +' N + ROAD �' + 0.76 N + +' +'EL ZABETH �, o �. PER TR 23143-2 '.� _ h•° to " � `� 23+15.02 VIA SABINO W � �h G a° W QD o '` '� W N N 0.98 ,�`L�`��' W W 16+20.84 ELIZABETH ROAD o /FH STR. LT. co o FH o Co 63.38' 63.38' 3.38' 63.38 � r 63.38' 52.72' �>` M � � � � c�n � M � � V) � � � M � � � � 7a. vim(71 9, h o �,, o n� c� w ��. co� � � `�► ov � it � w � • Ln �o -' o �, En �• `�' e'S'�G � wo o •.� N 0bq 0 oN �, � N as No N ,�' `� as N 45.6 00 47.4 00 6• F�'p �: � ao ' 47.1 00 00 6.7 5' FG FL,13 GF 1248.5 A. GF 1248.0 GF 1247.5 FG © GF 1246.5 GF 1246.0 �,p o 13 1246.0 1248.5 � 12407.5 F 7 1246.5 .5 c" .4 GF FG s.5' 0 G 124 . 1 GF LA 48.5 GF FG 5 --q. . -n 6' FG 5 47. 1 P 46.5 FG N 3, 0 FG r 00 r 48.0 o FG 6' w FG r� 4 � f z FG _j c" 47.5 � r o 0 © z v FG �° z z I con z ® � � � ® ® ® BW PE 1249.0 0 ® o •2 Ln o o z ® ? 3 B W N 2 °�° 3 0 1 z 2 z o o °' - 1 �' \LRJ C 0 n +� CR 7.4t B AR a�e C o - a, • co oIR ? FF 1247.0 FF 1246.5 0 co FF 1249.0 FF 1248.5 oo FF 1248.0 FF 1247.fi M o m PE 1246.5 PE 1246.0 G 48.5 48.5 48•0 PE 1248.0 �•0 47.5 PE 1247.5 47.5 -H a K co FG PE 1248.5 AllFG FG FG FG FG - PE 1247. 1 , •7 .4 6 47.1 47.1 5 M ae Z o o z 6 o z r: FG FG 46.5 .7 46.0 z 46.0 o 46.5 o v r N o N - o 6 FG �n o ? FG FG �n o � FG N o N t� O CD CV N N m 48.3 � 47.8 N 47.3 , r7 r `" -H 0 CC) FL,HP �'FP TS'0 T_ FL,� N 46.9 •N 46.2 � 45.7 FL,HP FL,HP FL,HP o h w s EXIST 2: 1 SLOPE PER TS TSS N ROUGH GRADING PLANS APE 40 EXIST PR I V LANDS _ - -• -- SLOPE DRA I NAGE E SE - -- - _ -__ -_ �._� �- co 0 S -_ �.. �T- 81 60 2 � PPER TR 23143-2, rn - - _._� �," _____•�_µ--- • '2,37 � �' REC. 7/01/99 �..� � w_ _ - --� = - - _ . .�._ -.�,.__:v_-Y--�w,,�`y,.��.,�� BOUNDARY '� 63, 3 - f. ,r -:. :�___ TRACT �� �_� of _ A -- + w.�. _ _ _ ._.._,_.._.-.---; IST loom r" ..^ VV l _ In Aw 20 0 20 40 60 3i__ / Q GRAPHIC SCALE 1 220 �� -- - •---'--- ►. i .� N 04 . ---- � `---------------1 1 __.�-��--�"w _- ---- i 224 �- I Underground Service Alert crro 14bbert &i )NUam 121 ! _ t�,, m FmS`f & Ass Wes Jr.9 PROFES5IOPW_ ENGINE:ER5, PLANERS k SI1tVEYORS I 17555 YYNEZ RX, STE. 4M*T MECu.A CJI. 925591 z CALL TOLL FREE o (sos) sus--s8o42 , FAX (sos) sus-�z�o 1-800-422--4133 Q TWO 0 WORKING DAYS BEFORE YOU DIG L D 9 9- 17 8 GR ED CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q%OVESSJO DESIGNED BY DRAWN BY CHECKED BY o 14- CL-1.1-14 ! RECOMMENDED BY: DATE: lr �' �, I T Y O T E M E C U L.A Draw i ng No. JT JM MT DEPARTMENT PUBLIC WORKS . 1-10 Contractor HORIZONTAL �- .v �.� � I ans Pre ared der The Supervision Of y ACCEPTED BY: DATE: s TRACT N0 . 23143--2 0 SEE SHEET NO. 1 AS SHOWN 6 '77 DEPUTY DIRECTOR OF PUS I C WORKS I CL Inspector Exp. 3/31-00 Date: MINAE A. T MAN RONALD J. PARKS '_�' ``'' PHASE 3 0 A .:.. ••AJ.vxv.�'x• Date Completed VERTICAL sf'l e� ��, o��~ PRECISE GRADING PLAN 1F R.C.E. No. 43 90 Ex res 3-31-00 R.C.E. No. 19744 raj �98a. 0 N/A �F C��- Expires Expires 9-30-01 .,� LOTS 23--27 & 38-43 SHEET 2 of 2 �