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HomeMy WebLinkAboutLot 33-47, 57-58 Precise Grading O O la,�= C r• LEGEND R Z LGRAD11MG PLikN BW BACK OF 51DE' !ALK � DF DEEPENED FOC TING FL - FLOW LINE FS - FINISHED SURFACE FG FINISHED GRACE GB - GRADE BREAK PP, SEC) DEL SOL GF -- GARAGE FLOOR HP - HIGH POINT LP - LOW POINT TC - TOP OF CURB HA "CT 57 TF - TOP OF FOOTING NOM TW -- TOP OF WALL OTS 33M47' - TRACT BOUNDARY -- RETAINING WALL (BY SEPARATE PERMIT) GRADING NOTES: 90 - LOT NUMBER PLAN 4C -- HOUSE PLAN TYPE 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, AS AMENDED BY FF=1 109.67 -- FINISH FLOOR ORDINANCE 93-04. PAD=1109.0 - PAD ELEVATION 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE 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 AND FILL SLOPES = 2:1. 4. PROVIDE 5 DE WI BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5 HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS 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. • /// UNLESS OTHERWISE NOTED ON PLAN 4 * SEE PLAN FOR DRIVEWAY GRADE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN I CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING � PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, 41 y ELEVAT;ON AND LOCATION OF CUT FILL SLOPES. 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. 40, 42 a � 1% MIN. AV I 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. Volz 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL / ♦ / 3, ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY / ♦ / 9O MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND . ♦ 43 , 5► PLAN 4C 1 CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF ♦ 2% MIN. THE PRELIMINARY SOILS REPORT. '� ♦ +♦ P.L. MIN FF=1109.67 MIN. ♦ ♦ ---� 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 36 / z PAD=1 109.0 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION ` 44 / U APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. ' 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR1 I GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN �• ♦ , MIN. MIN. ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ♦♦ z ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. �♦ � , � ♦ , 27o MIN. W G ♦ PAD 21% MAX. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, ♦ 4� DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. jib. �� ♦ ' 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED IT MUSTCLE B E AR , ED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ♦ , �♦ REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ♦ W SWALE LA 00. 111. sj/ 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE ♦ // J G / tL,�G <; STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER ♦ W �� `� �� SIDEYAR L I TYPICAL LOT D OT DETA L AND DAMAGE TO ADJACENT PROPERTIES. ♦ w Q.� � //` �/ ♦'� N.T.S. DRAINAGE DETAIL 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ♦♦ W ♦ �.? N.T.S. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY ♦ �� DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST ♦♦ ♦♦ BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. . 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH1.5 SHALL BE ♦ Cr SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES ♦♦ Cp OVER 30' IN VERTICAL HEIGHT. �► 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING ♦ c0 CD PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS ♦♦ ,� REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ♦ .♦ 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERSOR �♦ ♦� COVER, SHALL RABEROVED PLANTED WITH APPROVED LOPES OVER 15'TREES, SHRUBS, N VERTICAL OR COMBINATIONHTHEREO ADDITION HR BS SGROUND ALL ♦ ♦• TO RIVERSIDEBE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT ' ♦� TO CORONA 4° 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 LESS THAN 1/4- PER FOOT FOR ~ �, r A MINIMUM OF 3 FEET. SPR Rrn 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. INDEX MAP 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF AS SHOWN ANY CONSTRUCTION/GRADING. 23. APPROVAL OF THESE PLANS Bl( THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS CONSTRUCTIO14 NOTES � ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED RpN `n $ �*► DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY I SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 1� INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE p p,UBA 3 0 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. " "PER CITY OF TEMECULA STANDARD DWG. 303. PROJECT INSTALL 12 X 12 DRAIN GRATE (NDS 1230 OR EQUAL) City of Temecula Ro. SITE -i 3Q INSTALL 4" PVC ( SCHEDULE 40) `� E PORTON 0 c� CAMPANU� WAY TO SAN DIEGO 3 FOREr BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION VICINITY MAP o NOT TO SCALE Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER: �; of Sout' ern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN ao MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF RECORDS Call: ���"OLL FREE BOOK 159, PAGES 38 THROUGH 61 OF MAPS, �.. 7 CHAIN LINK FENCE, 21 x 16 AROUND SO. CALIF. GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22.56'23"W CONTINENTAL HOMES 1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE of RANCHO CALIFORNIA ROAD. 12636 High Bluff Drive 422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. Suite 300 z TWO WORKING DAYS BEFI -�-, You DIG ADJ. DATE 9/13/82 ELEV. 1128.410 San Diego, CA 92130 LD99-048GR co CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE ESS CITY OF TEMECULA 00 Contractor OQ M�a�nd Empr2 Drvrsron AS SHOWN Drawing Na. o a civil F RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS PROFILE SCALE ma, Inspector � eorge A. Lentextey 22090 Codw A�enw, Suh 300 Mmo VtaNey, G 92353-9024 (909) OW-0234 NA T o SEE ABOVE � No. 45920 � jPI:� n Pre ared Under SupervisionACCEPTED BY: DATE: 8 PRECISE GRADING PLANSDate C_ rq Completed � Exp.lz 31 oz � Of RONALD J. PARKS PHASE 4 TRACT NO. 24182- 1 0�� Date Y 9 DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS OpCA�\ GEORGE A. L EST DESIGN BY: CG - LD PASEO DEL SOL �' R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 CHECKED BY: * R.C.E No. 19744 Expires 9/30/01 LOTS 33-479 57 & 58 Sheet 1 of 3 r . .. Fy O co 65 3� m O N 47-20'00" E 9 ~ .• 46F 30• 2 F102-00' 13.18' + 36.34' 52.49 r �6. Np r o30.0 a FG 56$� C N Q �, �, o 2:1 SLOPE m a c 'r �1y (T v 29.4 U00 (� N h F� �D �>>�SS � ry o Ik o � -10.5 O w 21.0 � co. 5, FL C 1.0 �� ti 'yA?� yA?�, rn 5' 29F� ,�Q lb Q -Z-3.4 `,c:� 23 4 4 `•c ' 2425.9Q� 1,5Q 0 ��8, g� FL � FL 24•� � FL '4 6' F�- QpO � 33 12' 34 5 35 10 6 � F 9., GARDEN WALL PLAN 3CR PLAN 2AR 3 11 FF=1 120.07 FF=1 122.27 PLAN 48R PLAN 3AR N 4C? PAD V1 119.4 PAD= 121.6FF=1 124.67 FF=1 125.67 FF=112-7.1 p.3'5 X89 F' s PAD 1 1 19.4 PAD= 121.6 5 PAD=1 124.0 PAD=1P 25.0 5' _1126 [ G •,�� p AD v o 0 o ' Sk.4 ?'� p S,5 O'L FSe p `ce N' o b �. N. \e os -Z-3.0 D 2_4.0 O F_1126'61 GF=1 1 19. 7 F 2o5 GF=1121 .2�� F� GF=1 123.67 GF=1 124.67 425.5G 22 B 0.2' FL-GB 00 -a5 P w Drn0+00 N as rs w 00 OD I W"qZ 123.33 N o �' -6 ry ? �O)OD AAD o TS Fr'' S p w TF= 0.0= 0,4 S 9 S � S 9) 8� ~ 4 26' 53.80 ' 52.20' 52.40' `1' d'S 5 1. Lf66.76, l O x 1 ? 00�0 �tiL•Ad' BW (TYP) L S Ro3 r it 3 �► r '-CURB FACE wo N 0--- a, Cn (TYP) S _ 7W ( C70 U1�? nW Zn L" 0OOD S 3 s s s s o� s JbD FN 50'37'56"E (OA w 0D `i o 00 13+ 0 1+00236.44 a o 20 CHAMES + COUR r _40 �0 j 0) \4 !71 46 N > 0 4 W I F J 0 1 CY) �o L N 2 y z N 67.86' 4ao ��OJ . 0 '--'.4.6.85 p I tiGRDENWALL ti ,5p 5' gFL O 28.4 � Oo 0 sTW=20.67 . n o ti 9 HP-FL 00 rn TF 18net .00 V a� �q a, oy - - • r 1122.39 R.0 21.9 1121.80 TC •►. 6 22• �' ' �e GF=1 1 18.67 GF--1 120.77 6 *=3 N AGF=1 122.47 FL-GB U N rL 27.7 a 30.1 , a �8 Ca _. 1 k 4 F ?? FL �t FL co 30 o HP_ o' 20' 20'--7,c o L � 6 5' aD � � nn� � � !� �F p0 1 a► b o 0;0. ? = G7 Iv 11 Q o. GARDEN WALL 58 0 = GARDEN WALL 10+7 .1 �� 2% �' Z 10' r �G 8 w �` 11 -� 59 PLAN 3A 57 L 1 s 16, ... n, �,, • V �- 't PLAN 28 FF=1 121 .27 0 � PLAN 2CR ►- °D �, s 10" o °; � PAD= n 15X �� S FF=1119.67 1 120.6 110, v, 3 rn �, TN FF=1 123.47 22 3 4 F r N PAD=1119.0 20 0 2 2030 rc 22 2 PAD= 122.8 FL ^' .1 20.6 ^' S FL y"'o 19.8 I Nv < FL ' �---� 0 ,0 L ,t,, CO ry v ti + 108.65' N o ? u,� � -20 6po ',cos 0 76.24' F' 53.00 56.43 FG.8 1 s GB 2 84.48' 111 •20 ' I 2:1 SLOPE 101.19' N _._. c s�= ,,.. 3 �ti � II 94 .N CP- vru N 11 s II -,• d O� z (A � WChU oo •. ' CID N�^ CONSTRUCTION NOTES , , 4ss y QP°' O 3 1 INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA STANDARD DWG. 303, GRAPHIC SCALE N 2 INSTALL 12" X 12" DRAIN GRATE (NDS 1230 OR EQUAL) 717N� 3 INSTALL 4" PVC ( SCHEDULE 40) ( I N FEET ) Cn .� cbtp 20 0 10 20 40 so FORE Y o� U o Underground V Service Alert \' o of Southern California 20• coLO Call: TOLL FREE 1 -800 z 422-4133 TWO WORKING DAYS BEFORE YOU DIG LD 9 9-0 48 G R CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE QF1-0 j ESS/ Mland Empire Division 100 CITY OF T 6� ContractorDEPARTMENT OF PUBLIC WORKS Drawing N(,. o'va F PROFILE SCALE RECOMMENDED BY: DATE: M eor`e A. Leniestey dean ear , sura JIMew ►�. 0t 92553-W24 (09) MU-0234 NA -� Inspector No. 45920 ACCEPTED BY: DATE: 41861 PRECISE GRADING PLANS Date SEE SHEET 1 Lxp_12-31-0z P ns Prepared Under Supervision Of RONALD J. PARKS Completed JJ �� DRAWN BY: DH Date DEPUTY DIRECTOR OF PUBLIC WORKSTRACT CF' CAQ 24182- 1111 9�. �� Y 9� .�; G R E A. F Y DESIGN BY: JRW PASEO DEL SOL R.C.E. No. 45920 EXPIRATION DATE 12/31/2002 CHECKED BY: R.C.E Na, 19744 Expires 9/30/01 PHASE 4 LOTS 33-369 46--47, 57 & 58 Sheet 2 of 3 O O tk. F O m � �O GaOFG 66 V rn Z F N 2o031'z2' 05`31,23» E � E 242.18' k�F N a 30.49' 33.65 � �F 47.17' � N.1b, kG 1()5.5c 2:1 SLOPE 78.63' 52.24' 2:1 SLOPE v* 2:1 SLOPE 3� a, G 9) �c O �c9 �^ 36.4 N 3 ��6 \'1�0lip© ,o o 'S- .9 FL y �L 10 39 36.2 �4FL T s �9+ w k PLAN 3BR 4Q ���., 2S. `p 33 33 3 �a PIAN w 36 FL s 0 ti9I F� .w , F F[ FF=1 137.57 FF, 2Cto F PLgN 3, 5' Np 14 10 2' PAD= 136.9 pq p 37.67 0 AF'��2�cR 5 0 X37.0 D� 29.1 ro x ~1 6 s Fc 37 �,� 38 FL ace � V s' of 0.3 Q PLAN 2BR P�,N \ 7► 4 6 c -55-9 FF=1130.6 7 3 FF 34.0 5 GF=1 135 5 PAD=1 130.0 �, PAD- 0 6 5 0,4 GF_ 57 r rn ce <\ .s v 36, CFS _ 6 67 -� 0� 0.1' V 1 Cb ,V Cbe _ 02 F tT ,ti � 6676. ° ■Y �iq s 11.3 17 L-2 . 15. 9' 00► .N JJ. L C 9 N j r 4 -'0 -o `n / Gg GF=1 130.17 r 8 00 �� 11* b: 6 0.2' II 3�'' co �. �- ?j• -Z- DF -06 DF -0. n N L �� ! n � � � m io 0jr X00 LO�22' -n 67' ti � Ch 1YP �1=49.89 6 0816, 1�% o v 00 3 (TYpe FACE n f �� 1135.9 � � 120.78' 4 s ° c�9 C 53 s ) r, S CA 8 R U+ N O w R_3 ao o CT) n 3� v °0'00. v a' S N F G + c v S _ 1 5+00 �/ c.+ o y+ 0 � C �i U z� RT � o Co =w T � �. �►� c� ��'_~ W �� wry.� J °' �' ws � �•' N Lor C-4 A 35.3 w r, FS J8• L=52.2 18.72. 38.55' O _ 4.54' -� �� cp �4? 1�=33.31c'D' �J ry11 50 ,� o, _2 .�j LO `� a S �C -c �s � s �, 55 5.50 17.00' c,► cp rn GFS 1 128.87130GF=� 3 _��� '�F ��.�� ��_dH GF=1 .97 .F�- GF � Q. ? 3 3 2 33•b 1N� 3 Q�, keg y 8 4 5 30 5 4 11 1 ~'�� IV 46 45 5' N 48 43 35.0 �� NC9 PLAN 2A33.47 PLAN 3C P 133.47 ti 6' 3p,HP-FL. FFA 1129-37 7 p�AN 35 87 6� PAD== � � FF=1131.47 F AD_1132'$ I P TcCo. FF 1 1135 2 1 128 7 ti PAD=1130.8 1 ► 2 32 3 1NV PPD 2 34.6 T� 0 9$ - 30.2 Tc 33.8 INV 4c� 419 »11419 p 3 2 29.4 I 0 NV 3 yo z 0 TG s F c,b 27.2 iNv 051° N ry 5460 392 _1�39•� ILA � � 24•a9 � 59 36 S 15 \ . CONSTRUCTION �' � �°�G .o4' 36 NOTES .;�'9£ .,< �1 35.37 N P 51.16' 22.80 E 2:1 SCOPE v� N 10'50'39" 0 1 INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE 2:1 SLOPE PER CITY OF TEMECULA STANDARD DWG. 303. INSTALL 12" X 12" DRAIN GRATE (NDS 1230 OR EQUAL) 2:1 SLOPE GRAPHIC SCALE pp,D _113D � 3 INSTALL 4" PVC ( SCHEDULE 40) � IN FEET a_ PAD= 123.8 AFORE � PAD=11 18.3 PAD=1 121.0 20 0 10 20 40 so Underground 0 0 � Service Alert 0 1 " ' of outhern Colifornio L 20 Call: TOLL FREE 1 -800 422-4133 z TWO WORKING DAYS BEFORE YOU DIG LD 9 9-0 48 G R - Ln CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE N QOESS/ Inlmd Empire Division 1 „=20' CITY OF T 6' c�1 c� DEPARTMENT OF PUBLIC WORKS 9 0 Contractor PROFILE SCALE RECOMMENDED BY: DATE: Drawing No. 0) Inspector eorge A. Lenieeiteq rle90 Cance,m., Sdh JW M&w VaSW a 9 :553-W24 (ON) 03-0234 NA o Date SEE SHEET 1 No. 45920 ACCEPTED BY: DATE: PRECISE GRADING PLANS Completed Exp.12-31-02 PI s Prepared Under Supervision Of RONALD J. PARKS p s� ��- - DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 24182- 1 q�.GF CA`\� Date S DRAWN BY: DH .. DESIGN BY: JRW ,9744 PASEO DEL SOL GEO A. E a., R. No. 45920 EXPIRATION DATE 12/31/2002 CHECKED BY: R.C.E No. Expires 9/30/01 PHASE 4 LOTS 37-'--45 Sheet 3 of 3