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HomeMy WebLinkAboutLot 64-78 Precise Grading F Tract Nio . �9� 4136 F:: GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM Br rdingUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE a n SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . In lif orni • c� C "Ity of Terri ecula 7 Sta te of a P VIA RAMI 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. r- ~ CA so 5. ALL GRADING SHALL BE D0UNDER THE SUPERVISION OF A COMPETENT `� ikDONE Y� ROAD 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 CITY OF TEMECULA LEGEN D Z41� 471 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB , �� ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TC T � St � 4. PIO PACO 133 �y • GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LIQ FL .7 � � �-�p. ^� low, Rz T 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG HIGH POINT HP ,6 TOP OF CUT SLOPES. e CgMI NIWY• 79 REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG o E-�� ee N CALIARI N 8. FINAL COMPACTIONrY ONE FOOT. 9 �° ' y _, ° �9 �, U, TO SAN DIEGO EGO TE FINISHED SURFACE FS d � � p, � 3 � PROJECT S I 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: Cpr4 V ep�SG oN SV�Tar•�T' GARAGE FLOOR GF 0000.0 1 TWO SETS of THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 UFNENMERI VICINITY MAP 6o L S� � -i �--CORE �' •; t �, ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- Q ° MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE I N CONFORM- gg 6" "" r = "" r NOT TO SCALE FINISHED FLOOR FF 0000.0 �° ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. f. VSA WATER SERVICE IZ W N�' L 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR ,r s �� C'q� ���' EACH LOT. DRIVEWAY ,� 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SLOPE k o2 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE - - ti e a , GP�1� '� HIGH POINT FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 12 LOT NUMBER � 9i Al-AREZ PAD ELEV. -0. MIN. CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. UNIT TYPE/ELEVATION O,yT b� �� -�-- A 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS Z A e v BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS INVERT ELEVATION IE 0, .0 9 MATERIAL. BW A K K '1 s . . _* 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN BACKWATER VALVES � � MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. '' �'�Q' �� I to'1X. t0'n. I PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OFOuff I 5 I FILL MATERIAL. `� � 0�v I off MIN 5' 5' B C 5' C MIN MIN MI 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF I MIN �) i 1 � � I PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROLa `� �" , � � � � i PAD PAD I SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO Q'� 11 r GQ �, •�' I FF z z FF z ADJACENT PROPERTIES. z oG'f ( 16' 16' I 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED �'q I MIN. MINI I I BY THE DIRECTOR OF PUBLIC WORKS. IP � q� 0 . � 16. ALL EXISTING DRAINAGE I COURSES ON THE PROJECT SITE MUST CONTINUE \ I z z TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO I 10; x r°z�Mx PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) ��' ;� 01 R W SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 0 j Q� TYPICAL SIDE YARD DRAINAGE 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING �\ ry �ti1' DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- \ y �j CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. \ ' T \ * ' 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 100 PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE SHRUBS OR COMBINATION THEREOF. SHRUBS 5' MIN. 5 MIN. 6" MIN. PLANTED WITH APPROVED TREES, 6" MIN. SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER; COMBINATIONS, _ , 3' MIN. 1 ' 1 ' 3' MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT SCALE. 1 = 250 MUDSILL MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER LOTS INCLUDED 10.R. - d- 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 12" MIN. 12" MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 60' 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 22. ALL PROPERTY CORNERS 12 MIN. ABOVE PAD ELEVSHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 60' fi0' E TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. . 21� MAX. MIN. 21X MAX. In ° 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ROUND OFF TOP SECTION B THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- w 3 P/L RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 5' e U") e _m REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED r• TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. � R 5' MIN. P/L � 3' MIN. 1 ' MUDSILL MIN. 6" MIN. SECTION A- A TYPICAL FOOTPRINT FOR REAR YARD SLOPES GREATER SCALE: 1 " = 40 0 THAN 5 IN VERTICAL HE I GHT 12 MIN. 2: 1 MAX. nz. i UNDERGROUND SERVICE BENCH MARK SOURCE OF TOPOGRAPHY OWNS DEVELOP RBASIS OF BEARING NOTE 2% MIN. 6" MIN. ALERT PLANNING ■ LESION ■ CONSTRUCTION COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 t 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 RBF CONSULTING WOODSIDE HOMES THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21X MAX. 27555 YNEZ ROAD, SUITE 400 23121 ANTONIO PARKWAY CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. z FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREETSECTION CALL TOLL FREE VM"EZ no�►o. goo TEMECULA, CA 92591 SUITE 120 23432 FILED LED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL ■ ■ ■ IN TEMECULA 53.3 SOUTH OF CENTERLINE HWY. 79, 3.2 EAST OF GT POLE a 1-800-422-4133 `.0 A W,?W*M (GT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 RANCHO SANTA MARGARITA, CA. 92688 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE CONSULTING 90.en.WM • FAX SM.676.7240 ' `wwfW.cc@, P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. k S. SET FIBERGLASS (949) 858-4980 CO DATE 3-24-99 FIELD SURVEY DATA COUNTY, EING NORTH 165606 WEST, CALIFORNIA,, . LD02���4G►R z TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 SOUTH OF MONUMENT. J DES I GIBED BY DRAWN BY CHECKED BY Drawing No. CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARKSCALE �Rp F E S S I04f RECOMMENDED BY: DATE: 5 Z�cL CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS A. C. MCDANIEL C. MCDANIEL M. TYLMAN i HORIZONTAL Plans Prep ed Under The Supervision Of ,S Z o'L t Contractor 'y ACCEPTED BY: DATE: PRECISE GRADING PLAN 1" = 250' No•43M Date: 2 a DEPUTY DIRECTOR OF PUBLIC WORKS Inspectorp 3/31/� '¢ ICH EL A. MAN RONALD J. PARKS TRACT 24136-F VERTICAL sf' C 1 V \. ��� - - __:1 ¢ - CORTE UTNEHMER LOTS 66-78 0 Date Completed lF �o� R.C.E. No. 4 090 Expires 3-31-04 R.C.E. No. 19744 Expires 930 05 IL ►� N A of c��,� pp r'°�• VIA CAVALO LOTS 64 k 65 SHEET 1 of 3 1 1 1 1 1 1 - I - 1 37.06 138.41 / - 1175 -- I 27.m' ry ' 72.12' _ - _ _ - _ -- _ _ -- _ 1170 - - --- - - - - - _ r r 9 o 67.8 / N 1 two MI o ` I - %~3• I 70.0 I /70 11 _ d / 1 FG FG•0 1- 69.3 - o - � / F� 3 9• 69.3 2 68.5 I �� ® ' 1 Fl- I FG FL '�+ � ,��h'/ 1 6 ® / I ® I FF - 1169.6 4 1 FF = 1170.0 PE = 1168.9 l 6' 0 o PE = 1169.3 14 75 t FF = 1170.7 I r; 1 PE = 1170.0 I -0.s 68 \ / �\ �� .6tb \ . N _ b / 0 o o I 43 1 oo 2 1 GF 1169.3 � \ . Q ' ' 1 0 2 1GIF1170• ,c-`� 3A/ 01� Idbl / 2 1 (� N � oQ � 2819 �. LA F '` a"'1, ! FF s 1169.3 0 . ` °'. 4 66• ��+ �� PE 116sop 8.6 �� I FS �- LA \N S J t, 11� / Nw ��.� . / 119.�' ��. -1 T C� ......................... �v w S 10' IR° 10 1 1 J TC '61 N W oCOR zCj ° .�1• 0 61 , 7 �+ M �� Vt`°�y " ' ?9 FF = 1168.7 1 400000 01 W („ cD W M a 1169.7 w 1 1S 1 10 69, 1170 16 0 1 3 FG g 2 1 I 0 � 0 I 6, i 10. 1 1 � ; z o1 ' y O 103 O• 10 16.22FROM 10 12 eGp - ' �. O 1 04 v --• I ' BC N 0 1 10. _--- 2 - ,o' 1 90 18% FF 1170.2 I 4 - - . "- �L ) 1 © PE = 1169.5 I I 10 rC cr 30.753;r .......... - .2 0 69.5 _ w `� Q FG .6 I FF 1170.9 � I � � . PE = 1170.1 t!J At G' 1 I �cr ,o.1 F I FG 69.1 FL z 0 FL z 0 N 1 - . all 1 Q 1 .8 8 1 1 8 I 90.52 T °' 8 0 IS 1 I - 72.0011P 111110�� 0 0 3 a N Li M 20 0 20 40 60 a 0 GRAPHIC SCALE w LO a UNDERGROUND SERVICE CD ALERT PLANNING ■ DESIGN ■ CONSTRUCTION N C-AIl TOLL FREE ZM WEZ FICMD,SLIn 40o z 1-800-422-4133 ■ ■ ■ A,cA� A 92991-4679 Q CONSULTING 1I09.6MA042 ■ FAX 909.676.7240 • www-119F.cam TWO WOI NG DAYS BEFORE YOU DIG LD02-034Cai R Q RK J CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALEQRS 1 E$S IONS DESIGNED BY DRAWN BY CHECKED BY Drawing No. o 0A. e J J. EVERS J. EVERS M. TYLMAN RECOMMENDED BY: DATE. 4z- CITY OF TDEPARTMENT OF PUBLIC WORKS L) Contractor HORIZONTAL ,1`�' ��� h� y� Plans Prepar Under The Supervision Of o 1„ = 20, W i .43090 ACCEPTED BY: DATE: 5 vZ PRECISE GRADING PLAN o Inspector °` Exp. 3/31/04 ao Date: L DEPUTY D I RECTOR OF PUBLIC WORKS �n 24 RONALD J. PARKS TRACT N0 . 24136 , PHASE 3 MI HAL A. T AN ¢ Date Completed VERTICAL Jf' CI 1` 1,��� CORTE UTNEHMER LOTS 66-68 77--78 Q 1F or C k0 R.C.E. No. 43 0 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-05 ' a N/AVIA CAVALO LOTS 64 k 65 SHEET 2 OF 3 ! i I 42.87 42.90' I 25.28 72.71' 29.48' 1 I A -- -- - _ . I 1 A •� I "�' 1 1 1 71 .3 c N 1 I � 1 �-1•� � 1 � I 72.7 I �-F•p g 1 � r� � ` •�. � 1 N 1 I - 1 ..-. _ z 0 1 70.5 I .., • 71 .5 I z - FG 71 . 1 1 FG 70 7 o z K V 73. �� 70.7 I VL 70.7 15.47' FG 1 r I FG I . 71 .9 73. 2 I -'a 70.7 70.2 \ I v �-- rL FG - 11 FG 3 1 I \ 0I FF = 1 •1 0 1173.0 - o C)f I = 1173. 11 1 � FFA 71.4 " 1 \ .2 _ �- O = 1170• '_' j.44 o J-4I as ,1 �\ 1 I z r � � 0 1 5 • 5 00 10 ; 73.0 v 1 70.5 5.4 I -- - - 1 .1 7 - 71 .4 73•p FG73s' ®-0 I � FG I � � (;F = 11 2 0�6 ,r 6 4 � 0070.4 1 FG 72.0 FG 6 FG W 1709 69.7 GF 117 •7 -130 - I 3708 70.1 69.40GB co 70.87 641 7 / In68.19 I . �, _ . • i r , s3IIIIIIIIIIINII'l000 0- 72.00 0 dN or s w 6 S N !��� S 20.00ORT' �� ........... * cn�� N + -- OD 9 S W o S►►} - ter• w �•� S 0 `S c0h' +DN C �� 72� .0 "�'; 1�6 0� 11w 0 � 0 1 .7% 69. o 's, FG •..7 � 4.$8.� � r -W 1 o� '�/ �•5s L=71.89' L�7.12 69.9 � 70.2 a 3 ib .r -a \ I 3p G6 FG a 1 FG •2 ��, "3� e - �-58.05, "'"""" �°I' N 'cr 1, 71 . 70.7 .5 GF 1171.0 - N - � 3z k� \ r 70 CB 7' 71 . 7 0 1 M1r �. FG or 1 71 .6 71 .8""- �;� I C-GB E~GB C} 72.4 0 1 71 .7 GF = 1171.7 •5 0 6 �t 71 . 1 I �- 1 0 1 GF FG FG r •- 2 -- '� ;�, 72.7 1 72.8 6 -G s 1172.7 0 \ FG 2 31 © 1 o of • .3 FG 1 FG •2 .O 0 - - o 2 I FG 1 1 r I .5 PE I z �3.72.5 FF = 1174.2 . � o � - 1 FG PE - 1173.5 0 1 02 7.5� z z 3 � z .4 .-.. , z z I o 1 / I /_3 - F•-• 73 / bit ® IR 0 I FF I I o o •4 I - = 1171.0 � r - � FF = 1172 70.5 FF = 1173.7 I L!�J 1 f = 1171.7 71 .7 FL _ FG 71 • � � - 1 . _ _ .N 73.0 1173.0 73.0 717 FG X3.2 _ � / FG ��I FF = 1173 F . .2 I G 71 .0 71 .0 .2 FG 1 PE = 1172.5 N - V-5 71 .2 0 o rL. oFG70.21 71.7 I _ z - Z - r- , o a . o I I 1 F[. - `� 1 �� - �-�- f g 1 '� $ .8 - . / � N � - 72.5 � - - 70 72.5 $ I 71 .5 1 rL • _� S o � 115.16' FG $ Q cel 0 72.7 I 71 . o 72.3 FG 1 Fl I�ti;��, 72.00 N 9 1 E w o 71 .9 ° 22.60 / et- �� - �� + - I 73.35' c `" S N 1`ti;tom 1„ 7 1 , 71' o ' h - N 17 7 I1" 70.87' N ` 57.98' 14.7$' 7 , 11 � CD �� 0 3 a 0 ...............................................................III N ........... .......... .......... L_ 14- 20 0 20 40 so 0a 0 GRAPHIC SCALE LJ V) Q UNDERGROUND SERVICE r ALERT Pu►NNINO ■ DE■ION ■ CONSTRUCTION N CALL TOLL FREF ■ ■ ■ 27WS YWZ Rano,sUr M 400 ca 1-800-422-4133 ,C, ,925M-4679 a CONSULTING ON 67GAM • Fix 909.676.7240 • www.FW.com ca TWO WORKING DAYS BEFORE YOU DIG LD02-034G R Q CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE Q%p F E S S 1 pH DESIGNED BY DRAWN BY CHECKED BY o RECOMMENDED BY: DATE: �� CITY Q F TEMECULA Drawing No. o M. BOECK M. BOECK M. TYLMAN DEPARTMENT OF PUBLIC WORKS Contractor HQRIZONTAL Plans ans Pr epa a Under The Supervision Of o s : z T PRECISE GRADING PLAN 1" = 20' No.43090 ACCEPTED BY: DATE: 3o Inspector Exp. 3/31/04 ,} Date: Z' RDEPUTY ONALD J. PARKS OF PUBLIC WORKS y - L, VERTICAL sf 1 1` �� M I HA A. AN s -- ��q TRACT NO . 24136 , PHASE 4 Q Date Completed �lF � 4 0 3-31-04R.C.E. ,tea-::._ CORTE UTNEH�IER LOTS 69 - 76 0 N/A OF C I�11 R.C.E. No. Expires No. 19744 Expires 9--30-05 �'��--= - a ""' SHEET 3 OF 3