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HomeMy WebLinkAboutTract Map 22762 Lot 18-58,62-80,1-12 Precise GradingLEGEND POST TENSION SLAB P.T.S. 0000,00 TOP OF CURB - T.C, FLOW LINE F.L. HIGH POINT H.P. FINISHED GRADE F.G. FINISHED SURFACE F.S. GARAGE FLOOR GF 0000.0 PAD ELEVATION PE 0000.0 FINISHED FLOOR FF 0000.0 WATER SERVICE W SEWER SERVICE S AIR RELEASE VALVE FIRE HYDRANT \4C>/ DRIVEWAY STREET LIGHT SLOPE (I EXTRA DEPTH FOOTING INDICATES AMOUNT OF X EXTRA DEPTH FOOTING ACCESS RAMP LOT NUMBER INDICATES MODEL 4 UNIT TYPE B INDICATES ELEVATION WATER BLOW -OFF THIS LOT REQUIRES A BACKWATER VALVE PER SECT. 409 OF U,P,C, PER APPROVED WATER AND SEWER PLANS. (SEE INDEX MAP AND PLAN SHEETS) VARIES/ VARIES/ 6'' MIN, 5' MIN. P/L 5' MIN, 60 MIN. \_3" MIN, 1' 31 MIN. MUDSILL MIN, MIN. MUDSILL \,Sal \__�l 0/_ - .v . . v. ' 12" MIN. 12' MIN, 2% MIN. 2+1 MAX. 6" TYP, 2% MIN. 21% MAX. 21/. MAX. SEC TION C - C 5' MIN. P/L 3' MIN. 1' MUDSILL MIN. 6" MIN. v.i 12' MIN. 21l MAX. 2% MIN. 21% MAX, SECTIC]N D - D rvice Ayer CALL TOLL FREE 1--800-422-4133 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD I DATE BY Contractor Inspector Date Completed HIGH POINT PAD ELEV. -0.3' MIK il PR ECISE � B � lly-Typ. 15' TYP, (EXCEPT 5' 5' C (EXCEPT D 5' D 5 C mooDO MIN NOTED) MIN. MIN NOTED) M I N z SIN w � w EN C:) o o © � o 01 Ma V N MAX L TYPICAL SIDE YARD DRAINAGE SIE DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 10' OR 12' 6' m �I U �I LL O MAILBOX UJ (TYP.) � C. C. CURB & SIDEWALK GUTTER MAILBOX LOCATION DETAIL N0.2 N.T.S. m 10' OR 12' U 8 16 0 MIN. TYP. v I < MAIL OX 4" MIN. I (TYP .) CLR . P.C.C. ��CUftB & SIDEWALK GUTTER MAILBOX LOCATION DETAIL N0. 1 N.T.S. 3' x 3' CONC. STOOP 47.00' 12" MIN, ABOVE PAD ELEV. ROUND OFF TOP SECTION B - B FOR REAR YARD SLOPES GREATER THAN 5' IN VERTICAL HEIGHT 3' x 3' CONC. TRACT LATS 18 - T RACT LATS ROAD ND. 58 ND. 1- 12 PLAN VTCZr 3' x 3' CONC. o I 0 V) TYPICAL OVERALL FOOTPRINT DIMENSIONS SCALES 1' = 20' BENCH MARK Robert Bein, IYilliam Frost & Associates COUNTY OF RIVERSIDE BA NO. T-29-81 PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 21/2' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST, 27555 YrEZ ROAD, STE. 4000TEMECIIA CA. 92591 AND RANCHO CALIFORNIA ROAD, 12 MILES NL ON RANCHO CALIFORNIA ROAD ( 909) 676-8042 , FAX ( 909) 676-7240 ON F RANCHO CALIFfONIA ROAD AND MARGARITA ROAD IN THE N,W TO TEE ill TERSECTI U , CORNER OF THE INTERSECTION 1' E, OF A I' CHAINLINK FENCE, 21'x 16' AROUND SO, CALIF, GAS VALVES, 40' R OF P,P. (NO,#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT, ADJ, DATES 9-13-82 ELEV.1128,410 REVISIONS DATE CC'D BENCH MARK SCALE HOR ZI ONTAL� SEE ABOVE HEREON AS SHOWN VERTICAL N/A OWNER/DEVELOPER VAN DAELE DEVELOPMENT CORP. 2900 ADAMS ST, STE, C-25 RIVERSIDE, CA 92504 (909) 354--2121 %pFESS/ON,�\ No.43090 m Exp. 3/31-00 OF C p�1F INDEX MAP SCALE, 1' = 200' go-- LOTS INCLUDED PROJECT SITE DESIGNED BY DRAWN BY CHECKED BY JL ADEL S. CASAO JL PI n repared Under The Supervision Of LUDate: 14 lo MICHAEL . TYLMAN R.C.E. No. 43090 Expires 3-31-00 RECOMMENDED BY: DATE: ACCEPTED BY: `f/� DATE: 5 5.70 9d PRINCIPAL ENGI ER, FOR CITY ENGINEER STEVEN W. CRESSWELL R.C.E. No. 47180 Expires 12-31-99 VICINITY MAP NOT TO SCALE GRADING NOTES 1. ALL GRADING SHALL CONFORM T❑ THE 1994 UNIFORM BUILDING CDDE, CHAPTER 33, AS AMENDED BY ORDINANCE 457, 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1"/.. DRAINAGE SWALES SHALL BE A MINIMUM OF 02' DEEP AND SHALL BE CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 211, 4. PROVIDE 5' WIDE 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 A 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, 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN 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, ELEVATION AND LOCATION OF CUT / FILL SLOPES, 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT, 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY, LEIGHTON AND ASSOCIATES DATED JUNE 169 1989 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 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- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 11. CUT $LOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/40 PER FOOT FOR A MINIMUM OF 3 FEET, 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT T❑ 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, 15, EROSION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12'' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U,P.C, CHAPTER 10,R. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOE NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. Drawing No. 00 CITY OF TEMECULADEPARTMENT OF PUBLIC WORKS v3 oT PRECISE GOADING PLAN TRACT We 2/x8 0 LOTS 18 5�'18 - & �I 2 -- �. 96TRA N0. 22762 N i�:�'� �� �N .„o SHEET OF $ L%rTS 1 12 PLOT: 05--08-96 JN: 400927 1 SEE SHEET N0. 4 GPS, T. C. 1124,70 T.C. 1123.12 T.C. nderaround Service Alert � I ST A ......... . ... .... ,�N V 1 G titi2 5 P� 112. v FF $ a Z� • F ,G 6*1 2 A o F1 F o `oto 3 V CALL TOLL FREE Robert Bein, 6f'illiam Frost &Associates a PROFESSIONAL ENGINEERS, SSURVEYORS 1-800-422-4133 555�:TQMEUACA. 92591 (909) 676-8042 ,FAX (909) 676-7240 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D Contractor Inspector Date Completed BENCH MARK SEE SHEET NO. 1 a 102,541 �r w 61,481 -------------- r �N G4 O _7\ W G7 J � O . o o o1° W N -n o �w w �o d ti 4(0' a �•5 JOHN LeSAGE ADSL S. CASAO JL �Or Z 1 . 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Q 23 ro IT Q CD Q l� o �? �1 0 �0 29.E w � 1��0 � • DF S • CPC'n Cal �� \ •� ��� • • �v �� d' 0 • s s s `� '1� • 3 • l� G� w 41 '0 �� FG• 0 3; 18) r X `9 2� r •� '' nn F 3 1 W �•�' '. `�� ��• G• F •� 9 � , G �0 'I1 1' � G• (10 +� n 00 �- V N `��'• 5 7.14' Lor z/ PE 1/15.9 A", Ar� q1 N' 1 �F •�sr 0-7 100 oc.? ) ti Co cv � ` tiZ 4j o\0 -V•) L o r Zo FE ///6. o 119 96 31.5 �G• LOT 19 RE ///5. 8 RECOMMENDED BY: DATE: ACCEPTED BY: DATE: ,y�-�,�'96 PRINCIPAL ENG KEER, FOR CITY ENGINEER STEVEN W. CRESSWELL R.C.E. No. 47180 Expires 12-31-99 X13 ^o/ hyo N �O N• 78,04, S 2i.cv Fy" y Z1�g. N �Z w O ,6 it GF - 28 �� 88 7 1 • � o , P rS �s - �� 8 EXIST. HOUSE 0 0 �PC 11 c�8 1184PE 1123.4 , 4 88.7 ♦ \ �, G, ° X3.9 fi LD96- 060 GR C ITY OF T DEPARTMENT OF PUBLIC WORKS Drawing No. 00 z N TRACT NO. 22162 �`° PRECISE GRADING PLANS '..8�`' LOTS 1 — 12 SHEET 2 0F 8 PLOT: 04-02-96 JN: 400927 DESIGNED BY DRAWN BY CHECKED BY SCALE ES ���� S 1 pN9 JOHN LeSAGE ADSL S. CASAO JL P I an9 pared Under The Supervision Of BRIZBNTAL 1 " = 20 ' � No .43090 Date: eg /%, Exp. 3/31-00 lF p �lE� F C A MICHAEL A TYL-MAN'— R . C. E. No. 43090 Expires 3--31_ 00 VERT I CAL N/A A", Ar� q1 N' 1 �F •�sr 0-7 100 oc.? ) ti Co cv � ` tiZ 4j o\0 -V•) L o r Zo FE ///6. o 119 96 31.5 �G• LOT 19 RE ///5. 8 RECOMMENDED BY: DATE: ACCEPTED BY: DATE: ,y�-�,�'96 PRINCIPAL ENG KEER, FOR CITY ENGINEER STEVEN W. CRESSWELL R.C.E. No. 47180 Expires 12-31-99 X13 ^o/ hyo N �O N• 78,04, S 2i.cv Fy" y Z1�g. N �Z w O ,6 it GF - 28 �� 88 7 1 • � o , P rS �s - �� 8 EXIST. HOUSE 0 0 �PC 11 c�8 1184PE 1123.4 , 4 88.7 ♦ \ �, G, ° X3.9 fi LD96- 060 GR C ITY OF T DEPARTMENT OF PUBLIC WORKS Drawing No. 00 z N TRACT NO. 22162 �`° PRECISE GRADING PLANS '..8�`' LOTS 1 — 12 SHEET 2 0F 8 PLOT: 04-02-96 JN: 400927 r 210 10 0 GRAPHIC nderaround Service Aler CALL TOLL FREE Robert Bein, filliam Frost & Associates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 1-800-422-4133 27555 YNEZ ROAD, STE. 4000TEMECLU CA. 92591 (909) 676-8042 , FAX (909) 676-7240 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE IACCD Contractor Inspector Date Completed BENCH MARK SEE SHEET NO. 1 SCALE Q�oF E 5 s �oN� .... ........... ... . ......... L I 6, A . Iy! �� HORIZONTAL �� .����� �. 1 20 No.43090 Exp. 3/31-00 VERTICAL 0 1 N/A OF DESIGNED BY DRAWN BY CHECKED BY JOHN LeS AGE ADEL S. CASAO JL Pre Plans pre ed Under The Supervision Of 4CIL in f J2 W-4vtok Date: 5111, q4 MICHAEL A. TMAN I R.C.E. No. 4 9 Expires 3-31-00 SEE SHEET N11, 5 1 1 RECOMMENDED BY: ?W DATE: ACCEPTED BY: DATE -,.-r-,"- 96 PRINCIPAL ENG I N11 -21R , FOR CITY ENGINEER STEVEN W. CRESSWELL R.C.E. No. 47180 Expires 12-31-99 L096— 060 GR C I T Y O F T E M E C U L A DEPARTMENT OF PU13L I C WORKS TRACT N0. 22761 '`° PRECISE GRADING PLANS �."LOTS 25) 26 AND 74 80 PLOT: 04-03-96 Drawing No. SHEET 4 OF 8 JN: 400927 Z14"k PE 1145.3 74 OPEN SPACE LOT 81 72,25' - c -H C) �, � 69,62" 62" N00 © Q 6 `00 8,82 J Co 1/47.0C) � ¢ Q c-, AR //47.6 � 98 63,98/ � 47.3 F -/_ . // - w •� S F.G. 7.3 � 8' 0 17j± 47.3 F.G. 41a 6 4 , 01' 1512 61,25 o 47.947 4'y S �� 'G' o .9 4 8.8 LOPE 1147.3F.G. It 0 a� F` . G • 4" S .d- Ln ,0 • g F FF 1148 9 `� /. 48 // ' - 1� � 3 r r PE 1147,9 •�. 9,� /% •3 q � FF 1148,6 p� 49. 11438 8 46.z � 1R FF 114 � p•G• 49.8 9. S F. • GO 4�. 9 B � � . 3 18 .� �s NN 1 A 7.3 P 114 73F"[. Fp 9.8 •¢ N F7_2_111'f 48.8 11S4,S Now -GF 114 , FG •/ 7 5 . 7 6 ' GF 1148.1 47.9 � g7. .�s. 46.9 `� 6 F. G. 47.7 F. G. 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J © 00c7 nderQround Service Aler 23 PE 1125.3 See SyeEr 0 3 Robert .Rein, William Frost & Associates CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 1-800-422-4133 27555 YNEZ ROAD, STE. 400 •TEMECLU CA. 92591 (909) 676-8042 , FAX (909) 676-7240 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD I DATE BY Contractor Inspector Date Completed REVISIONS I DATE JACCD 6S os, F2_21 PE 1125.0 BENCH MARK SCALE HORIZ TNO AL 1" = 20' SEE SHEET NO. 1 VERTICAL N/A v' //50.�� /Z M � N //5z. 7 T__1 L.�.� 53 �. 58,37' 9 F h3 • ru �9•� - 73,851 14,911 �,C, • c C3 fir• 4 9,S6, d - 60.4p• 17, , �.qF-451 5G F' PE 1149.8 21 PE 1124.8 46 PE 1149.9 QO F E S S I pN9 DESIGNED BY DRAWN BY CHECKED BY JOHN LeSAGE ADEL S. CASAO JL o l P Ian Pr ared Under The Supervision of No -43090 Date: lip 1(0 � Exp. 3/31-00 s� CIT. ,�� MICHAEL A. MAN q7F ��`� No. 3090 Expires 3-31-00 OF Cp�1� R.C.E 44 PE 1149.8 SEE SHEET NO, 8 43 PE 1149.4 PE 1154,7 35 LD96- 060 GR CITY OF TEMECULA 00 Drawing No. RECOMMENDED BY: � DEPARTMENT OF PUBLIC WORKS � DATE: z i V) ACCEPTED BY: �%� DATE: Z,T 96 T TRACT NO. 22761 3 PRINCIPAL ENGIN ER, FOR CITY ENGINEER � STEVEN W. CRESSWELL PRECISE GRADING PLANS N ���".A'� �'��� LOTS 27-34 AND 67-73 SHEET 5 of 8 % R.C.E. No. 47180 Expires 12-31-99 'f.�i$�'o PLOT: 04-11-96 JN: 400927 P% 0 20 10 0 GRAPH Ii Underground Service Aler CALL TOLL FREE 1-800--422-4133 TWO WORKING DAYS BEFORE YOU D CONSTRUCTION RECORDDATE BY Contractor Inspector Date Completed REVISIONS (DATE JACC'Dj BENCH MARK SEE SHEET NO. 1 SCALE V E s s ioN9 HORIZONTALrn 1 " = 20' � No . 43090 � Exp. 3/31-00 VERT I CAL N/A OF p�1F DESIGNED BY DRAWN BY CHECKED BY JOHN LeSAGE ADEL S. CASAO JL Pla s P pared Under The Supervision Of Date: 4 No MICR EL A9 YLMAN R.C.E. No. 43090 Expires 3-31-00 RECOMMENDED BY:_ DATE: ACCEPTED BY: DATE: 5_ -"2f, -!P6 PRINCIPAL ENG I EER, FOR CITY ENGINEER STEVEN W. CRESSWELL R.C.E. No. 47180 Expires 12-31-99 CITY OF T DEPARTMENT OF PUBLIC WORKS TRACT N0. 22761 PRECISE GRADING PLANS LOTS 38, AND 52-58 PLOT: 04-11-96 Drawing No. Co X i c� 0 i N N SHEET % OF S � JN: 400927 r ey �ErAiN1NG wA I-Z- ra 34�5 SEE SHEET NO, 5 c0N5r906r�0 UNoZI s�pA�Ar� �ER�rir PE 1153.0 PE 1151.8 33 Ig ❑ S 32 All SEE SHEET NO, 6 '6- '� PE 1153,9 PE 1147,0 PE 1150,9 W. h� � 34 5 g' ❑ 3 8 31 g . v r•� �` �o 58,83, 58,37"PE 1152,8 -H PE 1154,7 �\•�Q - 15,08 ° o N 64,411 �•, � 4,7 9 cQ N 54,7 5 �. o rh/. �, PE 115 Jp- 36 g ��.�N G - d - o 3.27 1+ ! repw� a4•� - °�� w . 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G. 48.9 8. 4 FG. 48.9 1�•p. , 4 /°/ F' G' F G an ServiAlert qnderground ce PE 122.8 0 �� ¢8• - - �+ w � ao 4 � ❑ eo, 8 3 Robert Bein TYill iam Frost &Associates 3 � � 11,1APE 1116,2 CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 14 49,15 1-800-422-4133 27555 YNEZ ROAD, STE. 400 •TEtiEW.A CA. 92591 29 18,55,43 10 33' 11 (909) 676--8042 ,FAX (909) 676-7240 PE 1122.0 ' 13 PE 1120,7 12 PE 1117,0 PE 1116.2 LD96� 060 GR PE 1119.3 TWO WORKING DAYS BEFORE YOU DIG co WN BY CHECKED BY Drawing No. • �' BENCH MARK FESS DESIGNED 8Y DRAWN Y: DATE: � M E C U � ,A I RECOMMENDED B Q� � DEPARTMENT OF PUBLIC WORKSCONS-1"RUCTION RECORD DATE 8Y REVISIONS DATE ACGD 0 CITY SCALE Q� aN9� JOHN LeSAGE ADEL S. CASA0 JL a V) " � jy� �� ed Under The Supervision i s i an Of � HORIZONTAL ,``� �� c7 Plan Pre a r p Contractor ACCEPTED BY: DATE 5�2�~�� og T TRACT NO v 22761 ' W No.43o90 F" PRINCIPAL ENGI EER, FOR CITY ENGINEER �R 1 20 Date: � 1� t - � �� - - STEVEN W . CRESSWELLPLANS - SEE SHEET NO . 1 Exp • 1-00 ,f.Y.._Y. ��3 PRECISE GRADING Ins ector YLMAN ����; :: ��r� xrti�.ifa�a•.p � M ICH EL A. ��: . .�.N VERT I CAL �l� 0 / � 1 \. �� l �43090 Expires 3-31-00 R. C. E. No . 47180 Ex p i r e s 12-31-�9 �frl° :98,°x' L �] T 3 9 51 *4 Date Completed N A F OF Cp�l� R.C.E. No. o SHEET OF 8 a PLOT: 04-11-96 JN: 400927