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HomeMy WebLinkAboutTract Map 29928-2 Lot 21-23 Precise Grading GRADING NOTES Tract - 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING N4om ��99 8 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE Model Ph ase SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM � 215 � �r OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . recise Grading an 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. ■ In City of 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT Temecul aSta-te of li ornia SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS �� `\ f%" '\ �` 15 OVER 1 ' DEEP. 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND ;�,;' �� �.\ `\ _ �;" •, \ 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 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG HIGH POINT HP TOP OF CUT SLOPES. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG ONE FOOT. 4b FINISHED SURFACE FS 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OFI�O THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES GARAGE FLOOR GF 0000.0 DATED AUGUST 15, 2001 . \ o � TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 , \� oVI ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS O � � CINITY MAP MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 , �, Y NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. Ob p 'l 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WATER SERVICE �,/,0001/ DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE a GAJ HIGH POINT REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS I NSPEC- SEWER SERVICE S �' �� PAD ELEV. -0. MIN. _� p 3 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. DRIVEWAY 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL - -` �i� z z SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SLOPE �� I BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE - - - - lie 0 I FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER 1 1 �i 3 I ,o'Tr. 10' I CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. �0 ,1 3 I CI 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 1 3 N 0 I VARIENo-S � $ AR 5*** $ �� �; I SC; I BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS UNIT TYPE/ELEVATION N� ��` �i 3 I On) * VARIES �) I MATERIAL. �i �� lb 1 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN INVERT ELEVATION IE �O� Q �0 I PAD PAD I Q` FF z z FF MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. �i W I � PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT BACKWATER VALVES OF FILL MATERIAL. C I I ENHANCED ELEVATION TYPE- EH 1Y' 'b 4 3� 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF Q PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL Q a I Z SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO AMOUNT OF EXTRA DEPTH X ' I o oo� I FOOTING REQUIRED O 3 iox iox ADJACENT PROPERTIES. QJ �Mk r 'BMXWrl 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED EXTRA DEPTH FOOTING z 1 O 3 R WA A BY THE DIRECTOR OF PUBLIC WORKS. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 46 e� o TYPICAL SIDE YARD DRAINAGE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USE C DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY D T O MBRN)G AC PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. �� ;;`"`" � WHERE: 18 MIN TO GARAGE DOOR AND 10 MIN TO BUILDING. DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) `� Z CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT � `,, 1 � � VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. `` � a O � �, ( THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING � 0 � 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- �� It MINIMUM NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- W MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 6 ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 3IIIIIIIII111P, 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE RwS�O R� � PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES HA OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS �' " VARIES*** VARIES*** " 6 MIN. 6 MIN. 20 ON CENTER; COMBINATIONS, 3' MIN. 1 ' 1 ' 3' MIN. SHALL BE PLANTED AT 10 ON CENTERS; TREES, ' 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT SCALE: 1" = 100' IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER CONSTRUCTION NOTES d� QUANTITY ESTIMATE MUDS I LL MIN. MIN. MUDS I LL v 10.R. NO. ITEM QUANTITY UNIT " LOTS INCLUDED fi" MIN. SILL 6" ABOVE FG _ FG o 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT0LOT GRADING (4 LOTS x 50 C.Y.) 200 CY MUDS I LL GARAGE FLOOR T „ 50' IN GARAGE o LESS THAN 1f4" PER FOOT FOR A MINIMUM OF 3 FEET. N O INSTALL 4 P.V.C. SCHED. 40 5.2 LF GARAGE FLOOR SILL I S 6 MIN 12" MIN. 12" MIN. �, 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. :- _T ABOVE GARAGE 0 . 3 CONSTRUCT 3" A.C. OVER NATIVE SOIL 4, 118 SF 50' S0' '= FLOOR SLAB " 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 2% MIN. 2: 1 MAX. fi TYP. 2% MIN. of TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Q PAINT 4" SOLID WHITE PARKING LANE 114 LF 21% MAX. MIN. 21% MAX. Uj m 2 3 GARAGE DETAIL 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE PAINT SOLID BLUE HANDICAP PARKING SYMBOL 1 EA e = e e U THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 'n SECTION B-B V) RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON O INSTALL WHEEL STOPS 8 EA 00 L *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 'n LO 7 PAINT 4" SOLID BLUE HANDICAP STRIPE O 2' O.C. 350 SF cV L a TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. U-i v o d 8 INSTALL 2"x4" REDWOOD HEADER 170 LF N n n *,�* P/L 0 „ VARIES N 12 MIN. ABOVE PAD ELEV. LO 9 CONSTRUCT CONCRETE SIDEWALK (2x MAX. CROSS-SLOPE) 1 ,843 SF 3' MIN. 10 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 22 EA ROUND OFF TOP- MUDSILL LL MIN. 6" MIN. w G INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 2 EA P/L FG o ' 5 N 12 INSTALL 3" PVC SCHEDULE 40 22 EA TYPICAL FOOTPRINT EXTRA DEPTH i Cco SCALE: 1" = 40' FOOTING =PAD ELEV-FG rn UNDERGROUND SERVICE WHERE NECESSARY 2: 1 MAX. Uj o ALERT PLANNING ■ DE!lION ■ CONSTRUCTION SOURCE OF TOPOGRAPHY OWNER DEVELOPER BASIS OF BEARING NOTE 12" MIN. s" MIN. w Of ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES " SECTION A-A 2% MIN. CALL Til F. 2766s YNEz ROAD, 400 647 N. MAIN STREET, SUITE 1A 391 N. MAIN ST. SUITE 301 THE BEAR I NGS SHOWN HEREON ARE BASED ON NORTH 42 51 35 WEST 21% MAX. z -SOO"`422-4 33 ■ ■ ■ �A,CAUFOI s2 7g RIVERSIDE, CA. 92501 CORONA, CA 92880 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN TFOR HAN IN DRTLOPES GREATER SECTION C-C o CONSULTING W09.676s042 • FAx 909.676.7240 • www.ReF.com (909) 686-5103 ON A MAP OF TRACT NO. 29286, M8 298/86-89. VERTICAL CAL HEIGHT DATE OF PHOTOGRAPHY 8/5/98 (909)817-3600 *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES o TWO WORKING DAYS BEFORE YOU DIG LD02-183 Gi R Q J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q 0 F E S S I0 DES I( D BY DRAWN BY CHECKED BY ala Drawing No.,. o 7/0 3 t-I REV ISeD E *KKK-mEur ow Lor z3. „ '� M. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN ��� V A. t e Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL Plans Prepay d Under The Supervision Of M COUNTY BENCH MARK T-46-81 RESET 1997" V Z3 EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED No.43090 ►�' ACCEPTED BY: DATE. .3 o PRECISE GRADING PLAN o Inspector THE SOUTHEASTERLY CORNER OF THE,BRIDGE Exp. 3/31/04 Date: l DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 29928--2 OVER SANTA GERTRUDES CREEK; 4.5 M I AEL A. T AN RONALD J. PARKS p a NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL r' el y I\- ��� - MODELS Q Date Completed CONCRETE SIDEWALK. lF FD3 0 3-31-04 �fa ELEVATION = 1097.163' N/A OF C��1 R.C.E.R C E No. Expires R.C.E. No. 19744 Expires 9-30-05 NANTUCKET ROAD , LOTS 21-23 SHEET 1 OF 2 i / r / R/W 4" WYE AS REQUIRED INSTALL FL OF PIPE 1/2" SIDEWALK TR 29928 2 / ABOVE GUTTER 6" REMOVABLE PLUGr 1 FLOWLINE r / INVERT ELEV. A 4" PVC JPER PLAN -j 2% F I RE HYDRANT L` 1VA I � z C 12+00 � �rV � Y � 12 � I � �t"-•....r.•.t .. DAD � I r� INV ELEV PER PLAN { ICURB k GUTTER • �, 3"x4" 4"x4"x4" TEE N 3 x 4 REDUCER .. \ N M 11.00 LF 12 3" MIN PVC (SCHEDULE 40) --� 3" MIN RECTANGULAR CAST IRON PIPE �; �- 2 � �_ 4" MIN ROUND CAST IRON PIPE C; 1 44 TC 10 / N 101.98' 1 / _ 20 - - 19.98 24 7 41. o,• �' $ .1 35 FS 20.4 Fs 25 9. y r 20.21 FS FS 26 23 FS S " M FS 20.4 „� '`� so 20.8 27 N 22 5 2 _ S ,� sp PARKING LOT DATACO Fs :2 - 4 PVC k4 �,, o 1119.66 T 's�. T INSTALL POLYETHYLENE DELTA BRG RADIUS LENGTH REMARK N 20.4 - 28 4 FS B o - • 1•Zx 9.2o iE N 21.� 1 9•9 O� 11.00 LF 12 � ,fid` � PLASTIC JOINT MATERIAL 1 N62�51'07"E -- 17.40' -- `� 20.7 FLS 29 20.7 .5 2•U QUICK JOINT OR EQUAL 18.98 TC 1 1/2" MIN. COVER-i 2 89'55'08" 8.48' 13.30' -- 20.9 N FS B \ IV 20.6 yv 20' 2 FS 20.7 _ �0, 18.52 IE 10 / 3 N27'02'45"W -- 9.55' -- ` FS-GB 4 21 ® - FG 4 N 19.4 9 N A 4 21'33'37" 232.42' 87.46' -- �. 3 3 - v - `n rn FS 19.31 1$ �G / k:.; :;• =r- N . `: t':._ 5 ' " -- 13.30' -- 31 20 N GF-1 21.5 N51'58 3s w __ \ 8 (TYP-) \ 21.Q ae Fs 6 � 75'20'30" 7.04' 9.26' ® 4 FS' ` - 20.9 0 0 FG .- 7 . -- -- DWI rTYP.) FS N �+ 19.20 T 5 N37 52 52 E 13.6220 1 11 5� » N,► 'W 5. 18.74 IE3x-�`� " 1 - 9" 6 x z 8 N69 10 29 w -- 4.78 -- PE 1120.4 7 G PE 1121.5 '� - . 1 0 ?,� � - _ � -- -- ,g 1 9 N21 34 43 E 14.89 5 j 32 �" I 20.1 20.1 19.5 o N -`19.0719. 10 N69'29'39"W -- 14.68' _- \ � 3 •�' 19 0 °D FS•-G'8 FS--GB -GB FS FS o " s A •� - � �� � � •- � - _ 7R 29928-2 ACTION A-A 11 N20 40 15 E -- 14.81 -- 0 5 19.9 20.9 20.3 5'1 co w� iiiillllllllll • , » N 12 N69 10 29 W -- 5.82 -- \ 1 CA' 9 1 0 T-M FG FG o 20.7 a� 13 N20 49 31 E 5.00 8 5 �1 EHFS N • ` 2•°x Yw,M'E DRAM Tma0u�I Cllr __ -- ® 21.3 -� � � 5 � ap 14 N69 10 29 W 17.10 21.2 j FG .- 15 N37'52'52"E -- 17.32' -- y FS FG �, .2 1 16 -- -- x► 4 > 1 a� .5 •g N51 59 18 W 18.9fi 1 S X © �• 0 17 N77*49154"E -- 7.43' -- z A z _ r 8.85F2 C 18 N37'51'40"E -- 9.87' -- 3�9 ` 21.4 17 = 1 2 20.6 20.9 20.9 0 z 6 - PE = 1120.4 • - __ __ ` ® FG FF 1122.0 1K F5 FG FG 4 F 1 ,��, 19 N77 56 13 E 35.42 21.6 21.5 PE = 1121.3 - •z 20.6 � _ ZD N 12:03�47»w -- 9.97' --- � ��� 2 FS FS FS-GB � � 0 21 N77 56 13 E -- 11.40' -- S. 7 21.6 '��O 8 21.3 21.3 5` MIN. 3 22 N77'56'13"E -- 11.57' -- FS FG FG 000 r. Z 23 N12'03'47"W -- 10.00' -- -� � 21.7 -� GF=1121.1 1 z _ ® S. 6 - 20.9 2 0 g �0 24 N77 45 44 E - fi.11 PE 1120.1 ` 1 5 FS -,20.9 0 8t z 20.7 -IcI1 FG © 0' 2�•3 25 N77 46 16 E 6.44 h S N� FF 20• 26 N 12*03'47"W 10.08' 21.7 v► C%4 i� FF = 1121.6 21.1 PE 1120.9 0 27 N77 56 13 E -- 11.50 -- FS .� 9 r � � FG •� 2$ N12'03'47"w -- 14.23' -- TR 29928---3 '`� 0 21.9 29 N12'03'47"W -- 12.36' --- FSY+P v ►��"' FS i• 18.67' ST�OONF ao ,. 1 20.9 / 30 N77'56'13"E -- 11.50' - N � FG •1 / - 4 31 N12'03'47"W -- 10.00' -- ` ti`s 22.1 20.9 N - _- 32 N77'56'13"E -- 28.88' -- ` SS FS FG 5 20.0 'r N 33 a= 14'08'45" 187.44' 4fi.28' •5 �. N 34 03'46'32" 187.44' 12.35' -- - - 35 a= 12058'21N 1 27.96' 6.33' -- TS 22.3 •8 21.9 21.6 SC ® 60.00' TS o -.p 60.00' TS 124.72' TS PE = 1119.8 o ® ® ® 20 0 20 40 60 0 TR 299283 PE = 1117.6 PE = 1117.9 PE 1117.5 0 GRAPHIC SCALE N o� W m U CONSTRUCTION NOTES LOT NO. EMANCED REAR ENHANCED SIDE BACKWATER X ELEVATION ELEVATION VALVE 21 N/A LEFT SIDE NOT REQUIRED INSTALL 4" P.V.C. SCHED. 40 F:22 : N/A N/A NOT REQU I RED N �J CONSTRUCT 3" A.C. OVER NATIVE SOIL 23 N/A L4NLEFT Sim NOT REQU I RED 4� PAINT 4" SOLID WHITE PARKING LANE C4 rh �5 PAINT SOLID BLUE HANDICAP PARKING SYMBOL V) w 0 fi INSTALL WHEEL STOPS (TYP.) o Q PAINT 4" SOLID BLUE HANDICAP STRIPE • 2' O.C. N INSTALL 2"x4" REDWOOD HEADER m rn Q CONSTRUCT CONCRETE SIDEWALK (2x MAX. CROSS-SLOPE) M N 10 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET UNDERGROUND SERVICE 11 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT O ALERT PLANNING ■ DESIGN ■ CONeTRLICTION W 12 INSTALL 3" PVC SCHEDULE 40 CALL TOLL FREE 27555 YNEZ ROAD,WM 400 0 1-800-422-4133 ' ' ' TEWCULA,CAL'F°RMA 9299'-4679 CONSULTING 909.676.8042 • FAX 909.676.7240 wwwJWA-om 0 TOMO WOWING DAYS BEFORE YOU DIG LD02-183GR ' DES I GIBED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE Q�p F E S S f p�, �/� Drawing No. $ -, 03 04 1S Fw Vr oN LOT O M. BOECK M. BOECK M. TYLMAN RECOMMENDED BY: ATE: CITY OF T DEPARTMENT OF PUBLIC WORKS 3B 1 2QV Z3 ���, � ` jy` �y CN Contractor HORIZONTAL w �� PI ans Prepa Under The Supervision Of ! ,,I y �_ ACCEPTED BY: DATE: �3 PRECISE GRAD I NG PLAN o Inspector 1' 3090 20' / �° Date: L1- �3 DEPUTY D I RECTOR OF PUBLIC WORKS TRACT 29928-2 L' '¢ M CHA L A. L AN RONALD J. PARKS VERT I CAL sf' C 1 y l%. �ti! -_--___-___- MODELS o Date Completed tF p ���� R.C.E. No. 4 90 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-05 - - f�, ___iia_ NANTUCKET ROAD LOTS 21 23 N/A r C k � r SHEET 2 OF 2 •.