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HomeMy WebLinkAboutLot 1-13, 38-49 - Precise Grading GRADING NOTES Tract No . 24183 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. M �, se Rp�D 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE c' Rq �h < recise Gra a SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. AN 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . c)tsr 131a 38 =,,m9 f C lif VIA RAMI4. PROVIDE 5' WIDE BY, 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL • � PAUBA FILL SLOPES OVER 5 HIGH. a n i o � r� �� � aa � laorni a Mo 0 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT N Uj SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SA ROAD �-- o $ ti PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. , � w c� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000,00 SFE` GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB TC ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, PIO FICO A GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE CRD90 • 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS, ALONG TOP OF CUT SLOPES. HIGH POINT HP ti,,.,.v. AMPANU A 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG � 32 HWY. 79 AY ONE FOOT. 31 33 • F I N I SHED SURFACE FS PM , ` TO SAN D I EGO PROJECT SITE 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDAT I ONS OF 20431 30 34 / 78 TR A CT THE PRELIMINARY SOILS INVESTIGATION BY: CONVERSE CONSULTANTS DATED GARAGE FLOOR GF 0000.0 79 OCTOBER 14 i*__ 1.999 , 29 35 OF po 24184 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THEPAD ELEVATION PE 0000.0 / 36 R T pL 4 VICINITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 2° 37 79 RO,�O 11 MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 27 39 �- _ 1 / NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 38 W � 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WATER SERVICE 26 62 � � , DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE4a ____� REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE ----QS 25 a e1 41 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 63 ea 42 / 77 5• D MIt+AM EACH LOT. DRIVEWAY 24 59 43 14.14. EASE.W-NT 65 64 28 27 54 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL ' 58 L5 46 1 ss se 67 ss SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL SLOPE , 23 65 76 57 56 47 75 74 73 172 71 70 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE "'" -"" - - 55 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER 2 22 r 66 54 _ I - 63 HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 53 �� PAD ELEV. -0. MIN.21 S2 a' TL 62 zs UNIT TYPE/ELEVATION 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS \.ZA a 21 67 71. 51 50 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS y INVERT ELEVATION IE � �� 49 51 � 24 MATERIAL. _ _ T 66 73 46 T A 0� 2 57 5e 3t b z H z Q 54 / 32 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN BACKWATER VALVES BW , TRACT NO, 24183-1 50 51 5z MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 6s 72 F'AFih; sirE �F w i-t kJ d' 33 � PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF 77 t`' " �� �� 'fI � FILL MATERIAL. 2 71 7a i I 5, (DGCEPT D 5, . B (EXCEPT C C , ' / MIN D MIN MIN MIN 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 37 4 - I PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL - - " ` ' 19 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO , a I PAD PAD ' _ 1e FF FF z ADJACENT PROPERTIES. j� T R A C T Z M • z z 11 12 13 14 15 16 n1d >9 j �i "" t 7 I M :215. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 7 e 9 t0 20 z `""�" , L� ae 16 b ae 16' � BY THE DIRECTOR OF PUBLIC WORKS. 5 s 4 I MIN. MIN. « , 16 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE14 5 i CAMPANULA WAY TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 1 - z z Z oMEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO ::7 b� Ox Mq PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) A T R W SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT41 AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 0 TYPICAL SIDE YARD DRAINAGE " n 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- �f DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 0 TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 0 0 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. m rn 0 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES W OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE SCALE: 1 " = 1505' MIN5' MIN. 6" MIN. PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 6" MIN. . SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, ,ir ; + r LOTS INCLUDED 3' MIN. 1 1 3 MIN. 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT MUDSILL MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 40' 40' p• p O. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 40' 40 � 12" MIN. 12" MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR - r ;� 2% MIN. 2: 1 MAX. 6" TYP. 29. MIN. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Plan 1 o Plan 21 Plan 3 Pian J 12 MIN. ABOVE PAD ELEV. 219 MAX. MIN. 219 MAX. 0 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE - Ln ►fi r ROUND OFF TOP SECTION B- B THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- I P/L RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 5' REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED E 0 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. o 5' MIN. P/L TYPICAL FOOTPRINT 3MIN. 1 ' S NrT.Sr MUDSILL MIN. 6" MIN. N SECTION A- Aen 0 FOR REAR YARD SLOPES GREATER THAN 5' IN VERTICAL HEIGHT d ' 4 0 0 r 12" MIN. UNDERGROUND SERVICE BENCH MARK SOURCE OF TOPOGRAPHY OWNER DEVELOPER 2: 1 MAX. a o R COUNTY of RIVERSIDE B.M. NO. T-1-81 EL=1026.428 BASIS 0 F BEARING NOTE 2% MIN. 6" MIN. $' ALERT Robert Bein, Filliam Fmst & AssoctiatesROBERT BEIN WILLIAM FROST k ASSOC I RTES BU I E COMMUNITIES THE BEAR I NGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21 MAX. PROFESSIONAL ENGIPEERS, FLAMERS k SURVEYORS 2 1/2" BRASS DISC I N CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 27555 I NEZ ROAD, SUITE 400 11260 EL CAM I NO REAL p � � FREE �� � 991 FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET SUITE 200 CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP N0. SECTION C- C CALL 255YIEZRX, S1. 4M IN TEMECULA 53.3 SOUTH OF CENTERLINE HWY. 79, 3.2 EAST OF GT POLE TEMECULA, CA 92591 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF PARCEL a 1-800-422-4133 (909) 676-8042 , FAX (909) 676-7240 (GT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 SAN DIEGO, CA. 92130-2647 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. k S. SET FIBERGLASS DATE 3--24-99 FIELD SURVEY DATA (858) 794-2400 EXT. 255 COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST, z WITNESS POST 1 ' SOUTH OF MONUMENT. ATTN: RICK SCOTT TWO WORKING DAYS BEFORE YOU DIG �LD01-054G R ca CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKSCALE �O�ESSIp DESIGNED BY DRAWN BY CHECKED BY Drawing No. �W� A. JIMENEZ JIMENEZ M. TYLMAN RECOMMENDED BY: W . DATE: aI CITY 0 F T E M E C ULA DEPARTMENT OF PUBLIC WORKS CD Contractor HORIZONTAL y � !�'z P I a P par Under The Supervision Of DATE: 0 „ - ACCEPTED BY: 4 �� �� Q U I N T A N A0 1 - 20 •430/0 Date: 3 ZQ DEPUTY D I RECTOR OF PUBLIC WORKS TRACT 24183to Inspector �} RONALD J. PARKS Exp. 3/31/04 VERTICAL t ���1` � MICHAEL A. AN �i' •_5.r Y' A'i::Al.l'� Q `�� �� - - f ages:: LOTS 1 -13 & 38-49 Date Completed tF 1F� R.C.E. No. 90 Expires 3 31 04 R.C.E. No. 19744 Expires 9-30-01 'Jvr,,„�, PRECISE GRADING PLANS PHASE I V SHEET 1 OF 3 i N/A OF C k` r •��, 50.64 TRACT 24183 PHASE VI 51.69 / 26.36' 11 53.26' 1140.88' 1110 �0 1105 N ,5h• * +1L N Lo 1100 / 1092.0 _ - r / 109 FG r r � _ 5 - - it/ r I r 1092.3. 1092.6 i I rr / / o FG �, FIG r� r 1093.0 �F� 1092.2 i.. FG092 9 i N +I FL-W '` * o TRACT 2 4f J 8 J� J �' / � "c3 1� FL-HP c''w 1092.4 r- Od 1 x 0 6 / FL-HPB �� MIN. N 1 x FL-HP _ N 1092.7 -H rn MIN. ~� "� 1093.3 - - 1>r o a o \ MIN. 11� FL-HP N / o z o 0 / �' 04 M 5' //. z o / MIN.~ 5' N � 5 1 1% MIN. 092.1 �; 0 r ,MIN. r z 5 z o 1093.2 1093.2 z M P-4 o 1093.1 0 1092.4 1092.4 l FL - / N m 5. FG FG 1 5' 1092.6 5' c~ 5' FG FG 5• N M FL 1091.8 1093.0 47 FG 1092.9 1092.9 1092.8 1092.6 i / 7, 1092.0 1092.0 ^ FL FL 1092.6 FG 3A 1092.1 FG FG FL 45 FL 093.5 1093.5 5' / FG FG G 1 - 4B- FL z 1092.3 1092.5 l 4C - ? 1092.9 l J 1091.6 I , I z FL FL .1 z r FL 1 LL 49 L _ FF=1093.1 I I z z _ I I z 44 e / r-I FF-1092.9 ? K . FF-1093.7 >re �-' 1 i. z I PE=1092.4 ? PE=1092.6 I 46 - I C- / 1 I I r A_ la,t PE-1093.2 1 ae 1 4 �, Z FF=1092.5 --- J IK 1092.6 - - - .,_-_ L-- FF=1094.0 I 2 I r I1 I / I L - FG 20 LF FF=1093.4 -- rtt PE=1092 - J 20 LF PE=1093.5 I z 3o LF 1092.4 10 LF - 130 2 0.3 DF 0.2 DF PE=1092.9 1093.2 0.3LDF 0.2 DF 1 t7' FG S 0.1 DF � I + FG ' o 1 6 4# aKI "? � I 1092.4 1092.6 � 1092.7 1 �' �'. � I ~ 1 1092.0 r N c•, 1091.6 r FG FG 1 FG 1092.4 n 1093.3 W FG S U. S c� FL-HP \ FL-GB ca 8'c0 FG W GF-1092.0 r U. �` Gf=1092.6 5 5' GF=109 . r�` r �`` GF=1093.5 5 GF=1092.4 f 1091.9 \ GF=1093.2 S y 1091.2 5 1091.7 5 1092.5 F 1090.9 FL-GB 1091.3 �� FL-G8 FL-� 1092.1 1092.1 FL-GB FL-GB FL-GB 1092.7 A be' 64, FL-GB W LU •]r '�; N I. n/n "\. CD �j ►] C� Q 0! 04 �L N ►'�\. ►n OD N �; Co1P. Pn �/� En - N ''` QV N Li m r �c �� \ 8 c 8N pN ��„ sN .� �, 62.36' w N `� .�' s w w s So.oo' `` 50.oo's w w s 50.oo' �- '� '� T`` .oo s w w 3.41 ' R W CM �f a� p �5 rp h ^ of u7 a, Gov GW Pn GO GO GGW C-4 cO`' N �'~ J N .` .�40 (0L` `-"F- `� to '� / `�+V IJ � i + # 1 8"SWR + 1 Ox + 1"AV/AK OD 21 (TYP.) a - $ n iD �' io ro io C io . VIADESTELL " U p N N II N II _ N 6 F.H. # '� + � ^�' 8"wTR � N �' ; o� �°ry ":C'rn 3 ``.� "�. # 'o V . c�o,V (TYP.) 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ALERT __ �_: _ _ 43 dome- Robert _--- T Robert lkir; 1Fall zam Fmst do Associates CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANERS k SURVEYORS _�____�--- _ -- -- -- __ -_ 27555 YN Z ROAD, STE. 400•TElECILA CA. 92591 __ __ 20 0 20 40 60 1-800-422-4133 (909) 676-8042 , FAX (909) 676-7240CL ^ ._ -- GRAPHIC SCALE z TWO WORKING DAYS BEFORE YOU DIG L D 01-0 54 G R CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q�O�ESS10�,' DESIGNED BY DRAWN BY CHECKED BY - Q Q Drawing No. p A. J I MENEZ A. J I MENEZ M. TYLMAN RECOMMENDED BY: DATE: 1 CITY OF T DEPARTMENT OF PUBLIC WORKS o Contractor HORIZONTAL ,�`� �� �� Plans Prep ed Under The Supervision Of v^, „ _ ACCEPTED BY: DATE: 4111A 1 - 20 .� No.43090 QU I NTANA o Inspector °C Exp. 3/31/04 � Date: 3 Z� DEPUTY DIRECTOR OF PUBLIC WORKS ._;;;_.. TRACT 24 83 ix RONALD J. PARKS _a,., `` MI CHAE A YLMAN x Q VERTICAL sr' C �� LOTS 1-7 k 44-49 Date Completed tF Eos 090 3-31-04 19744 9-30--01r�.....:i�a�:. o N A OF CI►�-1 R.C.E. No. Expires R.C.E. No. Expires , a / PRECISE GRADING PLANS PHASE IV SHEET 2 of 3 46.15' TRACT �� �+ 153 PMASE V1 44.70' 44.48' 49.84 F49.71 51.04 N ° u� ro � r - �. r LO ' `n 2: 1 SLOPE 2: 1 SLOPE - 1095.5 FIG 0 1093.6 U +� I rano FL-fp 9 LO Ix MIN. 0 1094.100 I N I \ 9 Y \ N � � F�h� �° �--. 1 x FL-Hp ! 1095.3 + MIN.� I FL-1-P .4 \ 1093.8 5� MIN. 0 z 1094.3 I 1096 FG 1093.8 •e N I o FL--Hp 1 X FL HP 1 X -� \ op 0 o a \ w�1 I .F1 I 0 1093.4 FG 5 MIN• I MIN. FL 43 1093.2 z� N 1093. 1094.3 5 o z MIN. Io 0 7. 0 0 j096.0 � F �, 1094.1 6 ► FG 1094.3 • 6 o j".. V 1096.2 . � ,q I 4A L z FG FL 1 FG 5' �+ .` \ FL FL 42 I 093.7 1094.5 I 5 1095.5 FIG 6 z ? 1093.6 1094.1 FL 41 1093.9 7.1 5' 1096 38 096.6 l 8 \ FF=1p94 3 r ~I z FL FG 5 4B FL z FG 1094.5 FG 1095.1 FG J► I� PE=1093.8 FF= z 1 z 1093.9 FG I 1094.9 FL 3A- FG \ 1094.6 iI w .-, FF=1094.8 I �I ? 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I w N FL- 1 _ 1095.3 w ' o 52 0 _ g z �094.6oFL-HP1' 1 0CX � o I I ............... 52.03' v 1 � I ,� F �-- �C, 59• . 1 _H MIN. 1094.8 '� 62.88' F� N FL-G8 I ,� FG o 59.81' �'� vi LOT 79 --7777 0 UNDERGROUND SERVICE ^ ALERT Robert &irk rilliarn frost do Associates = 1 -13 � 38-40 20 0 20 40 60 PRYESSIM& MWERS, PLA�s k YORS CAMPANULA WAY BACKWATER VALVES LOTS 0 CALL TOIL Fl E 275551NEZ 01), STE. 4M OMEaD G. 92591 ' 676-8042 FAX 909 67fi-7240 � r� � 1-800-422-4133 (909 � � � � GRAPHIC SCALE 47 w• -- LD01-054GR 01 TWO WORKING DAYS BEFORE YOU DIG 'D NCHMARK FESSI DESIGNED BY DRAWN BY CHECKED BY Drawing No. CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC BE SCALE QRD O,y RECOMMENDED BY: DATE: '¢ �©�/ CITY O F T E M E C U LA DEPARTMENT of PUBLIC WORKS o p '�l A. JIMENEZ A. JIMENEZ M. TYLMAN A T HORIZONTAL .`� ���� y��' Cyd' Ions Prep ed der The Supervision Of Contractor _ ACCEPTED BY. DATE: QU I NTANA o 1" = 20' :� No.43090 / DEPUTY DIRECTOR OF PUBLIC WORKS Exp. 3/31/04 Date. 2 RONALD J. PARKS TRACT 24183 Inspector � '� MIC AEL Al. TY N � - J' LOTS 8-13 & 38--43 VERTICAL r C 1 YI� �ti � . .'`::::.. ❑ Date Completed tF pF �`�Fo R.C.E. No. 430 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 �,, PRECISE GRADING PLANS PHASE IV SHEET 3 OF 3 N/A =