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HomeMy WebLinkAboutTract Map 29798-1 Lot 49-56 Precise Grading t LA CITY OF TENIECU GRAD I NG NOTES 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION L,dC S RADING PLAN AND SEDIMENT CONTROL ORDINANCE NO. 04�-44, AND IF APPLICABLE, TO THE STATE :�i PRE I E G WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION L1J L ACTIVITIES. 56LOTS2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. ISITE ~ ■ {` BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A PROJECT 49 29798 DRAINAGE SWALES SHALL TR. 29798-1 MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH, GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2.1. 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100,YEAR 9 STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS -NY 7 TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. a - 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL -o REDHAWK PKWY 4 �` , -/ ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL 0 L0 MA L.IND A 3 9 � 29 COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. tr_ ROAD 2 10 so 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECU 28PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0 ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO RAINBOW CANYON � �, �� GRADING IN Acco D ROAD Z' 1 'a '� 27 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, REDHAWK PKWY � � GRADE, ELEVATION AND LOCATION OF GUT FILL SLOPES. � 4/1 `G'H e 14 32 �-�Q(i 26 ``' E REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 7. FINAL COMPACTION REPORT WILL B EQ LOT NUMBER 123 / 68 CLI i7 2S ' 34 UNIT TYPE/ELEVATION 4BR 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY WOLF VALLEY ROAD a4 16 19 24 SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING, INC DATED SEPTEMBER 20, 2001. VICINITY MAP ' 113 � FINISHED FLOOR FF=0000.0 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLICWORKS N.T.s. s3 DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION r 23 PAD ELEVATION PAD--0000.0 THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE 19 20 21 22 3e PRELIMINARY SOILS REPORT. � r a2 55' 55' 55 w GARAGE ELEVATION GF=OOOQOW � , 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 61 r, HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. .,,. Q cam' 0000.00 T BUILDING PERMIT CLEARANCE aaafryy _Cp THIS INSPECTION MUST BE APPROVED PRIOR O x ra � �,� TOP of c 38 PG'Y"w.I GG" ml TC FOR EACH LOT PUBLIC WORKS DEPARTMENT PHONE: (951) 694 -6411. /./� 'w%GGG�.4",yg ,hYG'r�4.YCY y X W.I.' k..:. •YUV■ 6 43 P.C'G'Y�G,��G ruYy'y,"�kBy �1 9 • =I 42 41 40 39sY dY `PY'frvxg E.c G"GA MY. 'y XI.I w'FGt #r 7tY k Pk'GY YM;g i.�rb Y.a lu� 8 N�F a 1 P..a.: k x'€: Fw� FLOW L I NE . 39 � ., G ' 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION s �., AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY 'v 6Aa5 Er TBfxYN � 'T7�'Y's Y GYa.'.�7 x� 'r Yyr' " GF� G7 ��� € HIGH POINT HP t€€ypt rGrraq s �a raaa€z a Yry " 4e 47 ...`Thr ' .k � wxkiwF fr'`s�u�y a DURING THE GRADING PHASE. 3 A 5 0 ,� A., h!€GC a� €€G� &G9 G s ska 7 &tJf d sa�'ca a v�aG` �Pa'^�r. '�� �i�rxp€ 5 sy G �P i�Yr'i rryr a�'.s,Y 5^ �� a vara Py € aaaua GrG a a€€rxax $ 1AIRON . �d. �� wIGG� � a FINISHED GRADE --------------- FG 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INS 57 ASPS WAY � WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF EET NO,,-2 ---- aay a FINISHED SURFACE FS IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECT � SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS r WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. TOP OF SLOPE TS 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS GRADE BREAK GB BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF PECHANGA PARKWAY STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN ' 55' - - r r r �" r r MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 55 55 TOP OF WALL TW A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL TOP OF FOOTING TF APPROVE PLACEMENT OF FILL. INDEX MAP 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES „ , INVERT ELEVATION IE ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING SCALE: 1 = 200 AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING WATER SERVICE W GRADING OPERATIONS.- 38 PERATIONS.3B 50' 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 1B 59 2B 47 S SEWER SERVICE HIGH POINT 15. STABILITY CALCULATIONS WITH A FACTOR--OF--SAFETY OF AT LEAST ONE AND FIVE TENTHS PAD ELEV. -0. MIN. FI E R HYDRANT (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL R. SLOPES OVER 30' IN VERTICAL HEIGHT. DRIVEWAY 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION H I OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION SLOPE (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO I 55 ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT 55 55 I to'�. I 14'T. BACKWATER VALVES BW GROUND SHALL BE GIVEN. I I 5' C i 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS I 5 $ 5 5 B C . ELEVATIONS � MIN ENHANCED BLDG OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE MIN IN MIN � I I �o�� RIGHT SIDE of LOT ER N0. 04--04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TQ THE STATE I T S FOR CONSTRUCTION ACTIVITIES IF APPLICABLE. I PAD PAD LEFT SIDE OF LQ C� NPDES PERMIT 0 0 • REAR -- � FF FF z 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 3C 5O � � g NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 59 47 I 1 C 2C 16 16 .- INDICATES EXTRA ' pE I-MINO- I DEPTH FOOTING 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO MIN. �I COMMENCEMENT OF ANY CONSTRUCTION/GRADING. zz RETAINING WALL - 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A a z - 0 Q F-4 cv PUBLIC RIGHT--OF-WAY. Um 6„ MIN. MUDSILL 21. APPROVAL OF THESE PLANS BY THE CITY 0R ITS AGENTS DOES NOT RELIEVE THE APPLICANT IN GARAGE AREAS _.j AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECtION OF ERRORS OR OMISSIONS BUILDING FOOTPRINTSSILL IS 6" MIN R WAFLDISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL GRAGE 0 O •- - ARAGE SCALE 1CONTRACTORS BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. • ABOVE G -- 30 •= FLOOR SLABIMPLY OR PROVIDE NToY F T MECULA DOES0oY THE CIT 0 E 22. THE ISSUANCE OF THIS PERMIT B E „ -�•�- DISTANCE FROM FRONT PROPERTY CORNER To THE GARAGE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 12 MIN. ABOVE PAD ELEV. PROJECT INCLUDING SAFETY STATE 0R FEDERAL ENDANGERED SPECIES ACTS 0R WATER QUALITY REGULATIONS. T MEASURED PERPENDICULAR To THE PROPERTY LINE. JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE , CORNER CONTINUOUSLY CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE HE OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY ROUND OFF TOP AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY P/L P L WITH THE PERFORMANCE OF ' i� 5 MIN. � MIN.. 5 MIN. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 5 5 I 6 MIN. 6 MIN. , WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ' MIN. 3 MIN. 1 3 MIN. 1 1 3 . of THE OWNER OR ENGINEER. MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. » 6 MIN. PAD ELEV � • PER PLAN FG FG .d. EXTRA DEPTH .. . . . SECTION --- *�• FOOTING �* D 0 0 » NOTIFICATIONS 12" MIN. � � 12 MIN. -FG PAD ELEV � • FOR REAR YARD SLOPES GREATER 1 AX. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS PAD ELEV THAN 5' IN VERTICAL HEIGHT WHERE NECESSARY RDS EXAMINED ARE INDICATED WITH THEIR NOTE. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES �� 6 MIN. AND THOSE SHOWN ON THE RECO AN % MIN. 6 TYP. 2% MIN. 12 MIN. R PL 2 TION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS 0R WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: PER 2r 1 MAX. APPROXIMATE LOCA 21% MAX. MIN. 21% MAX. 2% MIN. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND Underground Service Alert 21% MAX. TO HOLD UNDERSG I NED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411 _ ___.SECTION CC, OF UNDERGROUND UTILITIES 0R STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NO R INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227--2600 �► REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE .►� Call: TOLL FREE STRUCTURES SHOWN AND R S PROTECT THE UTILITIES 0OFBEARNGSLD07 ,"* 1106R `i � DUE PRECAUTIONARY MEASURES TO Q �ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE 1 800 THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES 227-•-2600 CONCERNED BEFORE STARTING WORK., PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28"W � -►� 'T1NG WORKING DAYS BEFORE YOU DIG Pl.ANNIN© ■ DESIGN ■ CON9TRUgT10N Drawing o• BENCHMARK pVE • DATE: l ATE ACD � 4N RECOMMENDED BY. D C � CITYOFTEMECULADEPARTMENT OF PUBLIC WORKS ;. CONSTRUCTION RECORD DATE BY REVISIONS SCALE '� C301LOIN roarpt�IN"�' 27566�Rom,Sxr�400II ��jo-1 1 ,'il�r � /� RIVERSIDE COUNTY 600--62-69 1970 �``' ti�- r �' ■ ■ ■ RIVE / c s2�s�-48 ► HORIZONTAL. � � �► .� . � 909.8787240. �. C �-- • � CONTRACTOR AND RE6PRAb6t) LO-r 5y AV05D SET 1 EAST OF CONCRETE POST MARKER G, "� � � C O N S U L.TI N Q 909.070W4z FAX ACCEPTED ®Y. � DATE. � A BRASS DISC �-. NBA gyp, STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD •q, 09Q DEPUTY DIRECTOR OF PUBLIC WORKS s As SHOWN S P R PA D B �'�Q . RONALD J. PARKS • • TRACT 29798l LOTS 49 �~' 56 F THE 31 O� •• . • • FROM POST OFFICE AT TEMECULA 29 N.E. 0 ,� Exp. �/ / � g , • . • • INSPECTOR 95 C.W.T. 3D • N . 6 2 . PAVED ROAD 5 N.W. OF TEL. POLE O VERTICAL ��, �J y 1� �, • PHASE 1 ' . 1039.378 � �r`� MICHAEL �1. TY ••fi9a�•'•' S.W. OF 36 CONCRETE STANDPIPE. ELEV 1` p SHT9 1 OF 2 Q A1.� . .No. 43 EXP. 3/31/06 R.C.E. No. 19744 EXPIRES 9 30 05 . f C R.G � DATE COMPLETED 1(�4 Nt � N4cp 4,gpg 1 12 F.H. fts (TYP.) N44 C 4 %t6 41 PADw108.3 �° / �' 41 37 , PADw1088.5 TRACT PADm103 .5 �- .7 ' 80 NDARY N• _ �G vo cb • �0 � 4? Ilk G AQj� 02 1 09 00. 8 2. + Qo 04.P 4b 88 � `�- ,,' q 7 1k4 . f 0.*i ��4 kOPAD 0X5.2 3.9% 33.43 � o • � `�•� . �,g1,84► TC ® 20 41N• ,y � N �V 33.4 0 40 39M-37 T 1 1 PAD 1034.4 PAD 1084.9 Tc 4?,Q - ►+ �, "' db .00 2. 1 SLOPE Dlyy 9 ' lb 0 07 0 .� 1033.2HP '�lN 1 MIN. 1� - nor 51•�3' �v ` 1 ... . ,/f 4. ,�b 1032.5 .-. N• 4 �. q' 46.73 1 N 4� .- [-HP � 2- " 1% MIN. -M co • • r 6' 111.94 o N � NMINO 33.5 8' ... �n 31.14' �C • c� c' C 6 W. �, 32.0 33.5 FIG ,cr`�� _ 1� MIN. c, S A 11+30. 2 �` `�S � "� T ", 32.8 � FG .�.- 24 � cv 8' 3200 .7 32.8 �,, . �, 50 32.8 aw �, c� n v, 32.1 18R ; �? �� G °D 4 $.19d li 2% / 48 a� FG � � � 15 A oo � �t5 n �----.... 2A 49 32.1 c� �• STA MIN. r PAD 108 .� �- FTr��10C34.1 � 1 +0 .79 �, , r 2C c-�e PAD- .5 z% , z . F�r owY W 4 II 18 r • OPEN � 1033 33.5 MIN. "� r ~ VIII- PAD'10 3 32.2 z c� o N9 '^' BRACE 31.6 ► 08 N va Q i Q 5 31'# a- 23.27 ` Lw, 32.7 .�► 33.5 ,n ` co 32.8 � [ j FG ,, ORI15' 1 FG :1032.8 7. ' n �-- GF=1033.5 = a? �n ; 3 �• 32.7 TC 2.74 1x MIN. 12.37 r• Q r Q � co .5' 33.3 ' 10 TC ••• + '� �$ 0) 31.5 • 4 . �, • FG 33.4 7.5 r. 1 MIN `1r' .... 1% MIN. E GB N FIG ... , • 32.66 V- C3 100, 0) V_ TIC 93 70 ' ' 51.67 7 - N 68.42 1032,42 n i-- �• ., RIM 2% All X MIN. 1031.49 pp RIM 8cit " n. •- 6 Voli%y �- --- 14g En 0-4 ASPEN V-1 &or 1x MIN. �� I DoT 17 e„F F.H. � 4 .9 TRACT 2930$1 15+29.96 INT. ASPEN WAY TYP. cv 10+00.54 INT. BAYBE�Y PLACE .- I WOLF CREEK o 30 0 30 60 90 • GRAPHIC SCALE LD07 I 106R L_D04---w230GR ' PLANNIND r DESIGN N COMB TRUDTIgN Drowin o. DATE BY REVISIONS DATE ACC'D BENCHMARK �QVE$Slp,� RECOMMENDED BY: UNDERGROUND SERVICE ALERT SCALE DATE. COF TEMECUDEPARTMENT OF PUBLIC WORKS o � � 11/2610-1 (45 PZ!NRVLC�i"` ED By ILDI� ro&rPRI�' / ,? d . 1 .�„ A' �y �` M��Roar,MM 400 � SEE SHEET NO. �, ! ■ ■ r DC� �+��D Ltd 5N, AaD6t7 HORiZ01�rrA�. �, � ,� � C 9201-4M c•� '� �''' C©N U!.T 1 N[ 909 978.�4� » FAx 9NAMM» wwwA .cam . CALL: TOLL FREE .�. �► �` ACCEPTED BY. � DAT o ? �� r Q AS SHAWN No, r PREPAR BY: DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLAN Exp. 3/31/48 F( . 1-w$00- 227-P2600c RONALD J. PARS •' ,� 29798--1 TS 490~ c �. .. ., . T���" N0. 1 L4vERTtCa�. .� 1Y1 � � � ��► 0 MICHAEL A. tf ;„�,' SHT* 2 0 4 1.1� R.C.E.No. 430 EXP. 3 31/06 R.C.E. No. 19744 EXPIRES 9/30/0� �w / PHASE 1 11W0 WORKING DAYS BEFORE YOU DIC f H wyga vR.. 4y: •'ate y4' 8 34.4 " . 2.09 .�� Cy e 24 ,mak,. h �.' j� . 00m 8 a N 33.4 T1,50 g�0 JJ-24 ;, �, N " TC (o1.44-9 6 .69 60 - I r ORIGINALLY SHOWN ON SHEET 2 q�F 30 0 30 60 90 .. GRAPHIC SCALE nip • 1L 07---.o 11 OGR 40 Yo" A01YAW1 1V01*SrR54t,0 LDO ----,230GR' PLANNING ■ DF-910N CONSTRUCTION . Drawing Na. BENCHMARK vif E a DATE: � � UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D D RECOMMENDED BY. Z� SCALE � yf DEPARTMENT OF PUBIC WORKS �► 8/28/07 RBF REPLOTTED BUILDING FOOTPRINT AND REGRADED / SEE SHEET NO. 1 �,�. A. l� 4+ 2750 YNEZ ROAD,SWE 400 c� HQRI��NTAL r�,,'�'� �,`�`� !�i � r ■ r -rEMccu�,cauFORNIa s25sr4a79 � LOT 54 �,, '�. CON 9 U LT I N Q 909.878.8042 • FAX 909.878-7240• www.RBF.com DATE: / 07 CALL. TOLL FREE w, • ACCEPTED BY. AS SHAWN � No 43090 PREPARED BY. DEPUTY IREOTOR OF PUBLIC WORKS/CITY ENGINEER �� P ECISE GRADING PLAN 1--,800--,227--,o2600Exp. 331/08 � � �� DANIEL A. YORK �� Cl � ;.. TRACT NO. 29798---ol , LOTS 49---w 6 VERTICAL �� t V 1 $� MICHAEL �;. X9$9,• P aN9•Nti� SHT* 2A OE �4F h�.lRX.E.No. 43090 EXP, 3 31 08 R.C.E. NO. 43212 EXPIRES 3/31/OSr TWO WORKING DAYS BEFORE YOU DIG