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HomeMy WebLinkAboutLot 16-24,37-38,65-75 - Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE, APPENDIX THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE CHAPTER 33. AS AMENDED BY ORDINANCE 99-23. ADIN LAN ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE TRACT N0. 23371-8pLOT NOS. 16 -24 37-38 AND 65 -75 NORTHWIND PHASES 9 & 1O STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN 2• MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X. BOOK"). 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. I PRIVATE ENGINEER'S NOTE TO CONTRACTOR 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . S, C I ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 4. PROVIDE 5' NUDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL F/�/Fn EXI S7 MOS ] LEI OR RELATEDT ALL TOOTHESE APLANS RE SHALLVIDED CONDUCT A SAFE PTHEIR LACE TOOPERATIRK ONS SO THE FILL SLOPES OVER 5' HIGH. '7.4/ HO ME PA R K I PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT ' ` /� I SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 31 F,q REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL �/�/ I CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER 1 ' DEEP. / y SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE I IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 30 // / I WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF / ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR / 3 2 I CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 29 / COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. / / I COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF 28 / / 33 I ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND ALONG TOP OF CUT SLOPES. / / THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER a 2 7 / 3 4 I LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE THAN ONE FOOT. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY TEMECULA / / 35 I RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. . 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF �`' ���, WAY 2 6 / / I THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON d ASSOC. DATED ,�`�� Stiff / I UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY DATED J 12. 1999 AND AS GRADED REPORT FI ROUGH GRADING '�c` 25 /, 36 I A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER DATED JULY 11 . 2000. TWO SETS OF THE FINAL COMPACTION � �� REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH .� SITE F� �°�► / 'k " ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION ` '` �`�` `r >� _� �v�R, �: I NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS 24 /;3� 7 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING OF THE PRELIMINARY SOILS REPORT.': ; I ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR INDEX MAP / SITE I EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 CALIFORNIA 3 9 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON. AND FOR ANY HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE SCALE: 1'=100' EXIST 25' DRAINAGE DAMAGE OR PROTECTION TO THESE LINES. INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 'fry EASEMENT ' PERMIT FINAL INSPECTION FOR EACH LOT. RAN 4 PHONE: (909) 694-6411 �' sk ' / I LEGEND a+s spa 15 SITE 2 A / ? k f s 200'roll 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL TOP OF WALL..................................................................................... TW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE TEMECULA 2U ENT BOTTOM OF WALL................................................................................ BW EASEM PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM / I N.T.S. ,�< f; : < 7 EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE y 3 42 TOP OF CURB ELEVATION..................................................................... TC SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS VICINITY MAP PAD ELEVATION PE BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS FINISHED FLOOR ELEVATION .................................................................. FF MATERIAL. �L FINISHED GRADE ELEVATION .................................................................. FG k h Z.. .v 2C T7 J .7� ':4't� si> 13. I F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL I S TO BE PLACED. """"""""""""""""""""""""""""""" HIGH POINT THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL Q' / / 4 4 I ........................................................................................ HP G � / / *� � � TOP SLOPE TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ,p ����� H. / / 45 I FLOW LINE ........................................................................................ FL ti0 P� O x a S 76 I TOP OF GRATE ELEVATION .................................................................... TG 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OFT' � y PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD 77 4 I GARAGE FINISH FLOOR ELEVATION.......................................................... GF BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 6 I ..•.•.......•.•...•......•.••.•.•................................... PROPERTIES. 13 / EXISTING ELEVATION .... (91701 6$ I .................................................................. ►a-.� FIRE HYDRANT LOCATION. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 12 G 7$ 4 7 / 65 .......................:......................................................... STREET LIGHT 0--3� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO / J' G FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES y/ ,' 7 9 i 4$ I DIRECTION OF DRAINAGE FLOW .............................................. ___ AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 11 cc I / / RETAINING WALL (BY SEPARATE PERMIT) ................................ ADJOINING PROPERTIES DURING GRADING OPERATIONS. V yzys 64 I / APPROXIMATE LOCATION OF ELECTRIC METER ........................................... ❑ s� w �? u�. 80 r 49 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- 0 10 67 ,I ' c SEWER LATERAL LOCATION ................................................................... � TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE o ' h ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN a W = 63 81 / ' I WATER LATERAL AND WATER METER LOCATION......................................... 50 VERTICAL HEIGHT. s � ,.. 0 82 / I / ~ LOT o ELECTRICAL TRANSFORMER . 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING W �- LINE W ;0 9 62 83 , / ' I / ' / POWER LINE AND HANDHOLES ............................................................ Q ELEVATIONPAD T(WNTH RESPECTERE STOCMEAN SEAATIONS LEVEL ) SHALLB E I GEDENTHE I F AN a z 5'MIN. 3 MIN. W P W 8 51 / ' ' / / TELEPHONE SERVICE ......................................... ... ❑ ........ ........................ T ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE JS REQUIRED, THE N�= z W 61 8 4 5 2 / ' / / i// GRATE._.... w ❑ ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 0 0 3'MIN. 1' � co.�o / .. �� , MIN. 7 53 / ' / I AIR VALVE......................................................................................... 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA / ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. 2Y 21 60 54 / ' / TRACT NO . 23311 - 15 TELEVISION PLATFORM ..............................:.......................................... � SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. ?j/MIN 6 / / BACKWATER VALVE ......•..........................................................•............ SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION MA, GRADED 1 55 / ' ODL.F" 00t)RS AiR CONDITIONER LOCATION..-.. ............................................................. THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS. TREES. 20 ON 5 6 / ' ' CENTER: COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL GRADED 6'MIN.� LOT FG. , / ' GRADING TOLERANCE NOTE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW LOT FG. 5 I / / PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. 5 7 / / GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND A 58 / / ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 4 s+ / / CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. LESS THAN 1,47 PER FOOT FOR A MINIMUM OF 3 FEET. I NOT TO SCALE 5 9 co .' , / IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 3 1\ \ % / / / RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 100 PERMITTED. \ ' ESTIMATED EARTHWORK QUANTITIES 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD \ .0e / PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1 2 \ \ / / / / NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE BACK OF SDWLK LAN 10-1 / PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE DEEPENED FOOTING Q \ \ / / CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. AS REQUIRED. 001 owl _ _` Q \\ \ / , / NO. LOTS CY/LOT TOTAL UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY _ _ _ - 0 1 / SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. TC LAN _ _ -�Y. MIN. � �\ i ' OPTIONAL 22 15 330 PER PLAN Q / '���• I LAN 4 / 10, ' (� FF=100.0 3 INDICATES LOT NUMBER CURB •�1• I � / / / TRACT NO PE=99.3 2 FF=100.0 INDICATES FINISHED FLOOR ELEV. I Q , 23371 -1 FPE 99.3 PE 39'3 INDICATES PAD ELEV. F 10' (TYP) 1000, / / 2 INDICATES BUILDING TYPE LAN 12.0% / f � MAX -. / / o ER PLAN 1O'MIN (TYP) RIGHT OF WAY TC ` MIN• 5' MIN. 3' MIN 1Y. MIN. F PER PLAN -• - - - - - LAN DIG ALERT F TM LAN EXIST. CURB AND GUTTER �� 'a - UTILITY SERVICE POINT LD 0 1-0 10 GR BEFORE TYPICAL LOT GRADING DETAIL BUILDING FOOTPRINTS L�,�T YOU DIG! NOT TO SCALE RICK IE G COMPANY 1--800-227-2600 NOT TO SCALE UNDERGROUND SERVICE ALERT CaAot least 2 working days prig- to excavating. son � �� � Zr�o.oe 1273 University Ave,ft 240.1e:weeld�,G f3Q 3411-((019(12-0707•)RAx ((08)752-0777•W mill SEAL: ESS► Designed by Drawn by Checked by 2 Drawing No. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE � ) COUNTY OF RIVERSIDE B.M. T-29-d1 l '01C � Fytlb. EMR/EH EH EMR RECOMMENDED BY: DATE: ,T CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor 2-1i2e BRASS DISK IN CONCRETE CYLINDER, Horizontal 3!� �% Prepared Under Supervision Of ,�- 1 /Z IN THE N.W. CORNER OF THE INTERSECTION dpi W No. 804 i tA^ ACCEPTED BY: DATE: OF RANCHO CALIFORNIA RD. WITH MARGARITA ._ PRECISE GRADING PLANS RD. 1.0' EAST OFA 7.0' C.L. FENCE, 40' NORTH 1 -100 Exp.6-30-03 Date 2 D D RONALD J. PARKS • Inspector LI P.P. cAo NLIHO CALIFORNIA, 94' NORTH OF THE CENTER Vertical - TRACT NO. 23371-8, LOT NOS. 16-24, 37-38 LINE OF RANCHO CALRD. SET FIBERGLASS � � EDWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS WITNESS POST I.0 NEST of MONUAENT. clvn. -' - AND 65-75, NORTHWIND PHASES 9 & 10 Date Cmplt'd ELEVATIO�M I126.�10 cADJ. 9-13-a2) N/A 4rFGF G,`\f�� R.C.E. 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SCALE: 1' 24' MCK COMPANY , 1-800-227-2600 ` UNDERGROUND SERVICE ALERT 20 0 20 4Q , &a my °' rw.wt Callat least 2 working days prior to excavating. 1223 UnfVW5 t7r Aw,,,SIS.240•Rhw&k CA MV-S418•(/0I)7K-0707•TAX PM782.0M•w MAdm4mm CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESSi Designed by Drawn by Checked by SCALE EMR/EH H RECOMMENDED BY: DATE: d Drawing No. A%EHEC E EMR CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal qa�•�eo4 0 P Prepared Under Supervision Of Contractor �+ z ACCEPTED BY: DATE: • SEE SHEET NO, 1 1'=20' Exp.6-30-03 Date dZ RONALD J. PARKS PRECISE GRADING PLANS Inspector Vertical itEDWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ `` .. TRACT N0. 23371-8 LOT NOS. 16-21 & 65-71 Date Cmp It d N/A 4rF CF mill � R.C.E. No. 46804 Expires 6-30-03 $r� �,� NORTHWIND PHASE 9 R.C.E. 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VERIFY I N FIELD. 1:23 vim►A.."�.s+o•�,ca r�►-Su•tis-ori•T� tror�res-om•�►. • DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Esse Designed by Drawn by Checked by CONSTRUCTION RECORD SCALE RECOMMENDED BY: DATES Z �� Drawing No. �1►�CHE[ � E H/EMR EH EMR EC CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal � ��� �% s Prepared Under Supervision Of 7 /Z �i Contractor W G No.46804 ACCEPTED BY: DATE: : : .,:. PRECISE GRADING PLANS Y=20' W z SEE SHEET No. 1 Exp.6-30-03 Date RONALD J. PARKS TRACT NO. 23371-8 lie Inspector EDWARD MI L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS Vertical �, LOT NOS. 22-24, 37-38 & 72-75 4jF qrco"%jcR` R.C.E.No. 46804 Expires 6-30-03 Date Cmp It d N/A R.C.E.No. 19744 Expires 9-30-01 �`•� "e' N O RT H W I N D PHASE 10 Sheet 3 of 3 PLOT DATE:O7--FEB-2001 A 13212 G:\d-13212\212pgd 129.dgn r, ry 4 TCJ - 4 *4 ,,,>> er 76.6 -Z_ FIG 7 76.3 6.6 3,7 FIG HP ®r 76.0 FL 22 t. PE=1176.6 76.0 FF=1177.3 FL C-3 2BR ................. 23 : ��� �\ �� �o GF=IffG.6 75.5 PE=1176.6 N FL 75.5 FL "o? NNI 4Z) 66 96 Ct 74.0 UrrfR ::. FIG EXIST R-WALL C4 .9 \L C) 73.7 1.3 1 48.00' 11.3 HP FIG FG V. MIN .% 74.0 cc 71.0 FG 4 Ott HP ro 1172.5 TW4f 1170.4 TF FL 73.3 41 FL 74 72 707 PE=1172.5 Q 70.6 75 - F L FF=1173.2 5.3' PE=1174.0 5* FL PE=1171.3 FF=1174.7 • ti -� �,� 73 FF=1172.0 5. m _j im PE=1173.0 3C 5.01, 2A FF=1173.7 cr 7 GF01711.3 X GF=1174.0 7:2.8 0.5'* DEEPEN ui 72.7 70.1 FOOTING FL FL 37 U- PE=1175.8 C) 70.2 ui CD 1A FL LL. o cp C%J cy; i 1169. TSF u to W rc)0. BW V e-1 Z a VK-1 N m PC 1 S.2 8' 1169.7±��C 1168.88 TC 1171.47 TC 1172 10 ITC 36 CO ;0 SI T PE=1178.9 te Go L A J C)o . --- I I _ _ _ L) -- 1.79% 3 8 I I I 1 MEDINAH WAY PE=1175.0 I I I I I I � � � T T T Aeo' CURB & GUTTER I I � \ SCALE: V= 20' 39 20 0 20 40 PE=1174.3 45 44 43 42 DIGALERT PE=1170.4 PE=1171.6 PE=1172.1 PE=1173.3 TIM 41 40 LD 01-078 GR CALL CAUTION: - PE=1173.4 PE=1174.4 LD 01-010 GR BEFORE YOU DIG! EXACT LOCATION OF EXISTING RICK]ENGINEERING COMPANY 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO - Sm rxer luvwd& C*Snp Moenfx n'e'on Callat least 2 working days prior to excavating. VERIFY IN FIELD. 1223 If.nivenity Ave.,Ste.240-Itivardb.CA 92507-3418-(9S9)782-0707-PAX (909)782-07m-wwwiickmq.aoa CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCHMARK: SCALE SEAL: vo SS/ Designed by Drawn by Chocked by RECOMMENDED BY: S Drawing No. DATE: P 01 EH/EMR EH EMR J- CITY O F TEMECULA DEPARTMENT OF PUBLIC WORK 01 Horizontal %... I Contractor G� 0 40.1%804 P s Prepared Under Supervision Of 10=20" W Exp.6-30-03 ACCEPTED BY: DATE: PRECISE GRADING PLANS SEE SHEET NO. I &A**- - I Date RONALD J. PARKS TRACT NO, 23371-8 Inspector Vertical EDWARD- MICAL RiTICAN DEPUTY DIRECTOR OF PUBLIC WORKS Date Cmpltlld N/A CIVI R.C.E. No. 46804 Expires 6-30-03 R.C.E. No. 19744 Expires 9-30-01 REVISED LOT NOS. 22, 72, & 75 Sheet3A of 3 1 N o R T H W I N D PHASE 10 QAd_13212\212pgd 129.dgn PLOT DATE:29-MAY-2001 JN 13212