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HomeMy WebLinkAboutLot 72-73 Precise Grading 1117 nJ: GRADIN G NOTES 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. \ ` ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 % TEt GU q CREEK I PRECISE GRADING PLANS IF CUT OR FILL IS LESS THAN 10' , 2% IF CUT OR FILL IS GREATER TRACT NO 23065 THAN 10' . 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 SLOPE = 2: 1 . L (3TS 1172 r■■■ 73 4. PROVIDE 5 WIDE BY 1 HIGH SRM OR EQUIVALENT ALONG THE TOP COUNTY OF RIVERSIDE 11 VMkIwa 41f OF ALL FILL SLOPES OVER 5 HIGH. CALIFO NIA v 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL � -� NORTH HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP. �, 6. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE PROJECT \ ,� � . BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF , -� SITE ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR To REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. \ SHALL INCLUDE L I PE, GRADE, ELEVATION AND LOCAT I oN OF CUT/FILL SLOPES. �.,. � �- �- 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM --- --- FLOWS, ALONG TOP CUT OF SLOPE. JOHN WIAM VIC INITY MAP w 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS NOT To SCALE: ��e�� � � �` GREATER THAN ONE FOOT. •� \ TOWNSHIP _jL SOUTH RANGE -2, WEST SECTION -21 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH COMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION LEGEAV BY PETRA GEOTECHNICAL DATED SEPTEMBER 210 2001 . TWO SETS OF THE o .� STORM DRAIN S.D. ACCESS RAMP - FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING69 Low POINT L_.P. co AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION Un LOT NUMBER DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS + 1 TOP OF SLOPE T.S. BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE SITE INVESTIGATION REPORT. GRADE BREAK G.B. INDICATES LOT NUMBER 32 LANDSCAPE DEVELOPMENT L.D.Z. INDICATES UNIT TYPE 1 yah o 7� rn RIGHT OF WAY R/W �. 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY /� INDICATES FINISH FLOOR ELEVATION FF 1173,0 0 ,�I' - N _ DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT EDGE OF PAVEMENT E.O.P. INDICATES PAD ELEVATION PE=1172.5 GRADEAND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED - � � E PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. WATER BLOW-OFF 0 TOP OF CURB ; 0000.00. THIS LOT REQUIRES A BACKWATER VALVE 01 11 . CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT T.C. PER SECT. 409 of U.P .C. PER APPROVED AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERT I CAL SH 2 FLOW LINE -- --- F.L. E N HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO 0 WATER AND SEWER PLANS. ( SEE INDEX MAP ) PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN HIGH POINT -- ---- H.P. TRACT BOUNDARY - - ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. FINISHED GRADE F,G. EXISTING CONTOUR -----(I43p)---�r M; 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND PPE MA I SCALE: J"-4o' FINISHED SURFACE F.S. STORM DRAIN & CATCH BASIN ----- HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER LO PE --- DELETERIOUS MATERIAL. GARAGE FLOOR GF 0000.0 40 0 40 80 120 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE CONSTRUCTION NOTES & QUANTITY ESTIMATE It A FINISHED FLOOR -- FF 0000.0 CUT-FILL -- -ter~-- -- -I�- -- PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM 6-M W NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE N0. QUANTITY UNIT � APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT GRAPHIC SCALE WATER SERVICE AIR RELEASE VALVE -�- OF FILL MATERIAL. O LOT GRADING (3 LOTS x 50 C.Y. ) 150 CY SEWER SERVICE FIRE HYDRANT 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION INDICATES AMOUNT OF DRIVEWAY OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE EXTRA DEPTH FOOTING O CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND STREET LIGHT DAMAGE TO ADJACENT PROPERTIES. SLOPE ( I _ 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED BASIS OF BEARING: EXTRA DEPTH FOOTING METHODS AS DEFINED IN COUNTY ORDINANCE 464. 1 AND 742 (M#-10) . GRAD I NG N CONTTHE50' S0' S0' S0BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS"TRAK" SM- 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT AND "MATH" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE To THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION SHOWN ON THE MAP FILED IN BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE E ADJOINING PROPERTIES DURING GRADING OPERATIONS. COUNTY,CALIFORNIA, BEING N 52`49'02.84" E. P�I�N � 2 � � PLANS FOR ALL GRADING DESIGNATED AS ENGINEERED GRADING � _ 0 ry 17. STABILITY CALCULAT I ONS WITH A FACTOR OF AT LEAST ONE AND FIVE ENGiNEErt"s NO MC �"Q �Hl"RA�i R � �r av TENTH ( 1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE 24• EROSIDN CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ABOVE r' ►- co `n ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED 12" MIN. PAD ELEV. BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVERTHE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE 30' IN VERTICAL HEIGHT. -- - � -�" GROUND COVER. SLOPES OVER 15' I N VERT I CAL HEIGHT, I N ADDITION PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, ROUNDOFF TOP TO GROUND COVER, SHALL BE PLANTED WITH APPROVED THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED - TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN. AND ANY OTHER LINES OR P�L o -- 00 18. A REGISTERED CIVIL ENG I NEER OR LICENSED LAPD SURVEYOR SHALL PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, ST THESE LINES NOT OSHOWN ONN THESE PLANS. AND IS RESPONSIBLE FOR PROTECTION of AND ANY DAMAGE 4' MIN. SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE TYPICAL PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION OVERALL FOOTPRINTDIMENSIONSw RESPECT To MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION DEVICES PER U.P.C. CHAPTER 10.R. PRACTICES, CONSTRUCTION CONTRACTORS WtILL BE REQUIRED TO ASSUME SOLE AND COMPLETE �� SCALE 1" 40' � WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ACTUAL D I STANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 25. CONSTRUCTION OF DETENTION BASIN, CONCRETE CHANNEL AND PERIMETER AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, HI9i POINT c� BROW D I TCN SHALL BE I N PLACE UPON GDA�'LET I ON OF PROPOSED GRADING. DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY PAD EIE.v. -0.1' MIN 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS REAL OR ALLEGED, IN CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT. A APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE 4 AT NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. r- FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IH PLANS AND/OR FIELD CONDITIONS SECTION A -- q ��p� STRUCTURES ARE IN PLACE PRIOR TO COMPLETION OF THE PROPOSED IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE � o O 21 . "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES STREET IMPROVEMENTS. FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. FOR REAR YARD SLOPES GREATER �� o�j -:_ a ? z 0. SHALL BE PERMITTED" . 25 THAN 5' I N VERTICAL HEIGHT 4F�a�c�'� ` �°'�� � A THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE CAUTION: THE ENGINEER PREPARING THESE PLANS WALL NOT RESPONSIBLE FOR, OR LIABLE FOR. UNAUTHORIZED 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE I M�PLEMENTED UPON CO NT OF PROPOSED GRADING. THE SWPPP CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED Ga��Q,Q�G �' de dao ray I5'T!� 15" ire t j BY THE PREPARER OF THESE `PLANS N J FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. SHALL ADHERE TO CURRENT NPDES GUIDELINES. 0 ��'O`6.4 ,�c�ao'1�`a� 8u°n (EXCEPT �E)cc�PT W �� �t �. �0, �v��cA 5 B 5 5 Q C C P/L " 5' MIN.VAR. P/L PQ��\���o �Q��' 0 OD o MIN WTID' MIN MIN ��� MI 6" MIN. 5 MIN. VAR. 5 MIN. VAR. 6 MIN. �` °�` wo 3' MIN. 1 ' 3' MIN. _ 3' MIN. 2' Oto X,°` 90°0 - MUDS I LL VAR. '�` * VAR. MUDS I LL VAR. * " Pco� M MUDSILL 6 ,MIN. �r og y z z x EMG�ERS NOTE- OWNER - � d 1 ' � e � � N d0�»S ElKiM�ER LEGAL QESCR�TIOM .. � � _� a..". .. _ �� .----_--_ DIC ERT -_ _ _ . - + THE PRIVATE ENG I NEER SIGNING T1-ESE PLANTS IS CENTER HOMES PETRA GEOTECH N I CAL A PORTION OF PARCEL 22 - PARCEL » -- ' , -- -"��- ���R - x OA w RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 12 MIN. 12 MIN. 12 MIN. p � _ MAL T�Ll, WARDLOW C I ROLE SU I TE 150 27620 COMMERCE CENTER DR. MAP 27387 _ pLP►N _.._ o o En � AND ACCEPTABILITY OF THE WORK HEREON. IN THE 4.22% To 3' - � CORONA CA. 91720 SU I TE 103 4.22X TO 3 " 4.22 TO 3 �,,� � MAx a c� 1-800-227-2600EVENT OF` DISCREPANCIES ARISING AFTER COUNTY TEL 909.279.4000 TEMECULA, CA 92594-5661 THENCE 2% MIN. 2: 1 MAX. 6 TYP. THENCE 2 MIN. 6 MIN. x a z APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909.273.2100 _._..� T THENCE 2%_M I N. 20% MAX. 2: 1 MAX. S I DEWA�_K ENG I NEER SHALL BE RESPONS I BLE FOR DETERMINING t ) 699-6193 20X MAX. MIN. 20� MAX. Cr AT LEAST TWO DAY9 -_ __a� b -_ d 4. BEFORE YOU DOAN ACCEPTABLE SOLUTION AND REVISING THE PLANS (909) 699-6197 FAX * _ UNLESS OTHERWISE NOTED * - UNLESS OTHERWISE NOTED CURB FOR APPROVAL BY THE COIAVTY. -�f - - uN+IDERQAOUND sERvi�ALERT of SOUTHERN CALIFORNIA SECTION B '� B SECTION C "^ C DISTANCE FROM RIGHT OF WAY TO THE GARAGE CORNERMEASURED PERPENDICULAR TO THE PROPERTY LINE. SEAL-COUNTY _ DRAWN TRACT N0. 2306 - O -- COUNTY OF RIVERSIDE SEAL-ENCINEFR 5 4 MODELS IP PL.LMNIM['� ■ ©ERI■N ■ CONeTRUCTION BENCHMARK. T-1 81, ELEV. 1 026.42.8 Jt_F/JE _ � SHEET N O. U WORK CONTAINED WITHIN THESE PLANS T PORTATION DEPART T` pf E 5 S10 2 112" BRASS DISK IN CONC. CYLINDER 2.4 DESIGNED SHALL NOT COMMENCE UNTIL AN ,�. O �� ��'� �� ,: MILES SOUTHEAST ON HfGHWAY 79 FROM EL JG 'n ENCROACHMENT PERMIT AND/ORA APPROVED BY / COUNTY OF RIVERSIDE � ,n GRADING PERMIT HAS BEEN ISSUED. - � ���"� fir! `� ■ ■ ■ 27555 YNEZ ROAD,�E 4oa iN TERSECTION OF MAIN AND FRONT STREET IN CHECKED �' 6' TB ECULA,CALIFORNIA 52591--4579 c- MAT r w O SCHEDULE A o p g signing p _ �� C O N 9 U LT I N G 909-MA042 • FAX WV.676.724b www.RBF corn TE M E C U L A, 53.5' SOUTH TH O F C/L HIGHWAY � � The private engineer si nen these Tans is � No. 43090 '� 3 '" EAST SCALE' 2 KHALED A. OTHMAN _ DATE: 9. �.t. EA_T OF GT POLE (GT 245.0, 304 AS SHOWN PRECISE GRADING PLAN ©F SHEETS responsible or assuming the accuracy and °` Exp 3/ 10 acceptability of the design hereon, In the event R.C.E. No. 33950 {� - EAST OF PRODUCE STAND MIDWAY BETWEEN _ _ of discrepancies ar i s i n after, county approval or PREPARED BY: ICHAEL A. TYL R.C.E. N0. 4,3QZL ______ _._ ._. __ FILE. NO. Q EXP. DATE: 6-- 2 x C]V ` a r r OB NUMBER i•- during construction, th private engineer shall be ` EXP. DATE: 3--31-04 F.P. 75580 AND P.P. 75581 ON LINE WITH OLD < 15--100455 " LOTS 72-73 0 elf �.. F�� FENCE LINE RUNNING N. & S. SET FIBERGLASS responsible for determining an acceptable solution ApPR. DATE �F C��� r DATE � FOR' � Y MARK BY DATE DATE: � � U� WiTNESSPOST 1 SOUTH OF MONUMENT. 0 REpHA'WK W. r COUNTY No. and reviewing the plans for approval by the county - R E V S ( O N S MMENDED BY BOY'4E ENGINEERING DATE: --- ENG INFER CC�IJNTY �"�""�`_ � _ I h J S n 1 r. 1 i `s \ I di �13 pow a � - rc N Cn04 47 • S _ dOWN anon, .87 7. 17.85' 4. *' �'• 'r' o FG 9 �2 41 - to o so '� N 1$ 73 , 6 9 Tc .5 BW 4 co � / 6 = 12.45 G8 F �5• 7. - o 1217 17 • \ .14 FG �• 4 nA C3 m l 9.7t N I . w E T71 Z ■ � 0 4R � 73 I W N N .•� 1 '� OD p' 2 ., '- r- FF=1216.5 S PE=1216.0 FF=1213.7 \ O FFA 1217.5 � PE 1213.2 r PE=1217.0 N ,a • 5 Q S00 15.7 0 0 12 9 1�-FL '� \ .83 cn H'-fL ' ww c� -- 1 .0% � � •0% 'r ��� �16.7 � I 1z1s.a �FIG \ 1 17.0 FG 1217.0 FG . 13.7 FG 0- 13.7 FG \ 4 0 y N I _ g 70.00' 74.43 0.§1J T �-- `� EE \��r� 1 ��� ! � J 'N GQ Q �t•�' 4 c�° `�` 4,�rI 1 PARCL 1 7' �� ` 2P URsr' L()0 L CC) Lolp 4\ 8N w SCALE, 1"-;20' CC DIG -ERT z DIAL TOM FREE 20 0 20 -4 A 0 60 0 ii� CC o 1�„ 2 7-2 GRAPH I C SCALE AT LEAN TWO DAY$ Zz BEFORE YOU DIG 0 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNA d SEAL-COUNTY SEAL---ENGINEER DRAWN TRACT NO. 23065-•• IP —010094 NOT COUNTY OF RIVERSIDE PL.►MMINO oce�©ry ■ CDN■TRUCTION BENCHMARK. T---1-�-E1, ELEV. 1026.428 JLF/.1F SHEET NO. WORK CONTAINED WITHIN THESE PLANS QRpF E S SION T PORTATION DEPART T QPoF E S S 10H' 2 1/2" BRASS DISK IN CONC. CYLANDER 2.4 FS►cNED SHALL NOT COMMENCE UNTIL AN 4 EL/JG COUNTY OF R 2 4 - I APPROVED 8Y �D ` MILES SOUTHEAST ON HIGHWAY 79 FROM O ENCROACHMENT PERMIT AND/ORA a``' ��0 Ot rr` 27555"IEZ ROAD,3UTE 400 INTERSECTION OF MAIN AND FRONT STREET IN CHECKED w rr ,�4, r� �` y� �` . �� =d, ■ ■ ■ 1EuEcuL,A,cAUFORNw591-asp MAT SC�.E A GRADING PERMIT HAS BEEN ISSUED. r �,, ` -- TEMECULA 53.5 SOUTH OF C/L HIGHWAY The private engineer signing these plans i s 'G �,, y iC N 3 U L..TI N© .a7e.eatz FAX�s.e76-T24o - www F .can 79 3 2' EAST OF GT POLE GT 2453 300, SCALE OF_1__SHEETS a No. 33950 � , oT AN DATE: a No. 43090 , �' As SHOWN PRECISE GRADING PLAN ;5 responsible for assuming the vccuracy and � EXP s/3o/oz --Ti Exp �/�i/� T EAST OF PRODUCE STAND MIDWAY BETWEEN `� acceptability i I i t of the design n her eon. In the event x} R.C.E. NO. 33950 .0 PREPARED B MICHAEL A. N R.C.E. N0. _._.43_Q9Q__ FILE NO. p P y 9 OD NUMBER of discrepancies ar i s i n after count approval or s `r EXP. DATE: d-- 2 P / EXP. DATE: 3-3 -04 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD a during construction, the private engineer shall be r' r^j Y,` ��� rpt �1 V t\- 4��/ 15-100455 � responsible gfor determining an acceptable solution MARK BY DArE A r� OF C�`��`� � 4�� ���\�0 � � FENCE LINE RUNNINGTN. & �.ONU� FIBERGLASS DATE FOR: �,w� W.O. COUNTY X and reviewing the plans for approval by the county ENGINE R R E V I S 1 Q N S APPR� DATE MMENDED BY BOYLE ENG NEER1NG DATE: _ DATE. WiTNESSPOST 1 SOUTH 0 E RBZ) FILE No. E Ca�uty Y AUG 14 2003 �