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Home My WebLink AboutParcel Map 18098 Parcel 1-2 Precise Grading A� VMMU11A EWNE1 1vqmM D kMEffr NOTES AMA Cff OF ERO" Coffam--NOTES c t ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, APPENDIX CHAPTER 33, As AMENDED BY SED 2:1 cu'r sLop ON FROM OCTOBER 15 -ffA— L GRAD _PR PO Lo OR 1, EROSION CONTROL IS PEQUIPED FOR GRADING OPERATION DURING THE RAINY SEAS CITY ORDINANCE NO$ 93-04 S ED 21 60- OP THE EXISTENCE AND LOCATION OF ANY UNDERGROUNO UTILITY PIPES TO APRIL 15. APPROVED PLAN 18 REOUIRED FOR ALL ROUGH GRADING. 2. ALL PROPERTY CORNERS SHALL 13E CLEARLY DELINEATED IN THE FIELD PPIOR TO THE STARf OF ANY 1150 PROPQ ED AQ ----------- 1150 STRUCTUR8S SHOWN ON THESE PLANS ARE OBTAINEO BY A SEARCH OF THE 24 IN CASE OF EMERGENCY# CALL GRADING On CONSTRUCTION$ ........... AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, OF MR, AND MRS. TIM LONG 3, DURING ROUGH GRADING OPERATIONS AND PRIOR TO THE CONSTRUCTION OF PERMANENT D EASTERN MUNICIPAL WATER DISTRICT OR RACHO CALIFORNIA WATER (RESPONSIBLE PERSON) (FIRM) DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT �op G 1125 DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR AT (909) 961-6125 PONDING WATER AND DAMAGE TO ADJACENT PROPERTIESS 1125 COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND (24 HOUR PHONE NUMOER) 4o DUST SHALL BE CONTROLLED BE WATERING OR OTHER APPROVED METHOD UTILITY PIPE Of? STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE 3. THE DESIGN CIVIL ENGINE80 WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT WORK IS IN 5, NO FILL SHALL BE PLACED ONTO EXISTING GROUND UNTIL IT HAS BEEN CLEARED OF WEtOS, DEBRIS, CONTRACTOR IS REOUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). TOPSOIL AND OTHER DELETERIOUS MATERIALS. ..... ........ -IE UTILITY LINES NOT OF RE PROTECT T1 CORD OR SHOWN ON THIS PLAN. 1100 ORKERS FOR EMERGENCY WORK SHALL 13E MADE AVAILABLE AT ALL TIMES DURING 6. MAXIMUM CUT ANO FILL SLOPES AnE AT A 2:1 RATIO# 40 EQUIPMENT,AND W I 1100 ,00� THERAINY SEASON. NECESSARY MATERIALS SPIALL BE AVAILABLE ON SITE AND STOCKPILED AT 10 STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF At LEAST 0 SHALL BE SUBMITTED BY THE SCAL E-1!=4 W—VER-Tv-AND-NORIZV A EVICES WHEN RAIN 13 SOIL ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN "00� CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY 0 VERTICAL HEIGHTO IMMINENTo 01 all OP8S OVER 5' HIGHO OF THE DEPARTMENT OF PUBLIC a. PROVIDE 50 WIDE BY f HIGH BEW OR EQUIVALENT, ALONG THE TOP OF FILL SL 5. DEVICES SHALL NOT BE MOVED OF? MODIFIED WITHOUT THE APPROVAL 90 PROVIDE A BROW DITCH, DE=NED TO HANDLE 100 YR 0 STORM FLOWS, ALONG THE TOP OF CUT 0 WORKS* S —LOS-C--AE3-AbL-ER0 6� ALL REMOVABLE PROTECTIVE DEVICES $HOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY SLOPES. R 10, MINIMUM BUILDING PAD DRAINAGE SWALE SLOPES SHALL BE EQUAL TO I PERCENT FOR CUTS OR AVROP-66EU PA 1150 WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FOnTY (40) PE CENT. FILLS LESS THAN 10" AND 2 PLnCENT FOR CUTS AND FILLS MORE THAN 10 DRAINAGE SWALES $HALL 1150 7, AFTER A RAINSTORMj ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK 8EnMSs SILT FENCES, AND MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES AND 13E A MINIMUM DEPTH OF .0.30. NAT RAL CHADE VESILTING BASINS, ETC. BE A u OSEO 2__1Fi_LL LOPE�� F SLOPE AT THE lit "No OBSTRUCTION OF FLOOD PLAIN$ OR NATURAL WATER COURSES SHALL BE PE11MITTEO, PERTY MUST 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST ORAIN AWAY PROM THE FACE 0 12. ALL EXISTING DRAINAGE COURSES ON THE PRO CONTINUE TO FUNCTION, ESPECIALLY li25 oil a RKING DA Y. 1125 offIvEw 2.60 CONCLUSION OF EACH DURING STORM CONDITIONS, PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISI NS AG, NET 9. THE DEVELOPER $HALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS To PREVMT PUBLIC EAS WHERE IMPOUNDED WATER CREATE$ A HAZARDOUS CONDITION. MVST BE USED TO PROTECT ADJOINING. PROPERTIES FROM FLOOD DAMAGE OR PONDING WATER ASS 0 TO AR DURING GRADING OPERATIONS AND PRIOR TO THE CONSTRUCIION OF PERMANENT DRAINAGE COMPLETE ifoo 10. DESILTING BASI S 0 BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE STRUCTURES, 1100 E 10 STEMI PER ROUGH GRADING PLAN, 13* FINISH GRADE SHALL VE SLOPED AWAY FROM EXTERIOR WALLS (00UNOATIONS) NOT LES$ THAN 114 1200 LLO"EPTIC RTMENT OF PUBLIC WORKS 0 11. THE DEPA RE$EF?VES THE NIGHT TO MAKE CHANGES OR PER FOOT FOR A DISTANCE OF NOT LESS THAN 3 AND CONTINUING AT I PERCENT INTO SWALE$ T WITpri Ll 6' 0, MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. 14, CUt SLOPES AND FILL SLOPES GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH ------ FILTRAf OR A GRASS OR GROUNO COVER TO PROTECT THE SLOPE PROM EROSION AND INSTABILITY IN 100@ EXP N81ON 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY, ALL OTHER INFORMATION IS SUBJECT TO 00 CHANGE, R TO ACCORDANCE WITH THE CITY DEV, COOE, SEC, 17.06 PRIOR TO THE FINAL GRADING INSPECTION, 1200 GALLON 16, EROSION CONTROL: ALL Gf?ADED SLOPES SHALL HE PLANTED WITH ROSEA ICE PLANT (OR EOUAL) BERM ------- PER IR D�PT, RE IRME SEPTIC TA N 13, TEMPORARY EROSION PROTECTION IS 13EQUIREO FOR MANUFACTURED SLOPES PRIO OROUND COVER AT 120 CENTERS, SLOPES OVER 16" IN VERTICAL HEIGIIT, IN ADDIrION TO THE Hp S ISITO BE ONS_ CT E PERMANENT PLANTING. TH APP14OVED TREES, SHRUBS, OR COM13INATION THEnEOF0 PAD 60) 14, AREAS VALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMeS GROUND COVER, SHALL BE PLANTEO wi ' CENTERS wr PRINKL SYST SHRUBS SHAL� 13E PLANTED ON 10" CENTERS; TREES ON 20' CENTERS; COMPINATION ON 16' 1b (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). SLOPES OVER 4t IN VERTICAL HEIGHT SHALL. HAVE 16. NO 013STRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN INLET$ IN ADDITION TO GRASS MIX OR GROUND COV8R PERMANENT IRRIGATION SYSTEMS WITH 8ACKFLOW PREVENTION DEVICES PER UPC CHAPTER 1017 C',j HA 00, LL OCCUR DURING THE RAINING SEASON, UNLESS ADEQUATE Y 8E IRRIGATED 13Y HOSE 0188 LOCATED SLOPES LESS THAN OR EQUAL TO 4' IN VERTICAL HEIGHT M`A $HADED AREAIMAU T HAZARD E 0 CARRY T EMPORARYIPERMANtNT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED T SLOPE SPACED TO MAKE 2:1 FILL NO HAOffABLE SIRUCTYBE )WED AT *rHE TOP OR TOE Or USE OF A HOSE NO LONGER THAN 50p IN LENGTH, R COURSE. L STREET, STORM DRAIN OR NATURAL WATE SURFACE WATER TO THE NEAREST PRACTICA REP ,,PICE A T THE Ot/ ECOMMENDATIONS OF THE PRELIMINARY ,ORt GR219, ON j 'ry 166 ALL GRADING $HALL 19E DONE IN ACCORDANCE WITH R DEPA A MANNER THAT STORM RUNOFF WILL BE DA F'RIVERSIDE P NNING EN'r 16. THE DEVELOPER, SHALL CONDUCT HIS OPERATIONS IN SUCH TEO TWO SETS OF ON BY QQNS. ENGINEM SOILS INVESTIGATI RAIN SY$TEM WHICH SERVES THE E I WHICH SkALL THIN THE PROJECT OR CHANNELED INTO THE STOIM D CONTAINED FINAL COMPACTION REPORTS SHALL BE SUBMITTED TO THE 13VILDING DEPARTM N 110, BEEN 0 ff R DINO A.% RUNOFF A HA A. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER AUNOFF INCLUDE FOUNDATION 08SIGN FIECOMMENDATIONS AND CERTIFICATI N T AT G A A REAS 00o, DONE IN CONFORMANCE WITH THE PRELIMINARY SOILS REPORTO BE CLEARED 17, IF STEEP SLOPING TERRAIN OCCURS UPON, WHICH FILL IS TO ,8E PLACED, IT MUST KEYED, AND BENCHED INTO FIRM NATURAL SOIL OR OTHERWISE COMPETENT GROUNO For? FULL REGISTERED S UPPORT. PREPARATION SHALL BE APPROVED BY A SUITABLY QUALIFIED D .......... p ROFESSIONAL PRIOR TO PLACEMENT OF FILL MATERIAL BSERVATION OF A COMPETENT SOIL ENGINEER W 0 NTS ............ X (PER UBC 3316) DEPAI11 -010�, 18, ALL GRADING SHALL BE DONE UNDER THE 0 F1 PR RES. DOG LEG rURN AROU SHALL VERIFY THAT ALL FILL HAS 8E8N PROPERLY PLACED AND WHO SHALL SU M T A FINAL IMIT OF PAD. . F 31.0 1 1" THICK, FOR ALL FILLS OVEI COMPACTION REPORT 19, 30.5 FINAL COMPACTION REPORT REQUIRED FOR ALL FILLS GREATER THAN 1, CULAS ENGINEERING . ..... SUBMIT TO THE CITY OF TEME A SUITAOLY QUALIFIED REGISTERED PROFESSIONAL SHALL 20. DEPARTMENT WRITTEN CERTIFICATION OF C0MPL8TION OF ROU H ADING IN ACCORDANCE WITH R SEPTIC ALL ING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT, CE TIFICATION SH BE TO LINE, GRADE, ELEVATION AND THE LOCATION OF CUT AND FILL SLOPES. 30 4 OR. HOUSE A SU 0, 1200 GALLON SEPTIC TANK 21. VATION WITH ITABLY QUALIFIED AND R8GISTFRED PROFESSIONAL SHALL SUBMIT WRITTEN CERTIFICATION OF 0 BUILDING PAD ELEVATION, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THe ELE 01A RESPE CT TO MEAN SEA LEVEL S T TO ADJACENT RATE 13 30 SO.Ft.1100GALIDAY GIVEN. IF THE ELEVATION WITH RESPEC ITH INFILTRATOR F REQ. 96 LF TRENCH W GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE OFFSET TO THE ADJACENT GROUND PLUS 100 PERCENT EXPANSION L'LON $EPTIC, FIS IN SURFACE SHALL BE GIVEN. OU A 22. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEASr 24 HOU �A -1 L F A P DATED JUNE 23, 1980, PROJECT NO. M044-002 EACH LOT& APPROVED PRIOR TO THE BUILDING PERMIT FINAL INSPECTION FOR Lk TURN AROUND �01 ihF I TRATOR AN6 PER REPORT PREPARED BY INLANO FOUNDATION ENGINEERING INC. OVANCE REQUESTING FINISH LOT GRADE AND DRAINACE INSPECTION. THIS INVECTION MUST BE 194�0 10 8 QN f9O9) 694-6411 ENOINEE13ING DEPARTMENT PHONE: -VE THE APPLICANT 23e APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIC 20" S N D 17, CONFORMANCE WIT NTS OF THIS PL R OMIS 10 8 ISCOVERED AN SHALL IN NO WAY RELIEVE THE DEVELOPER FROM ORAPY EROSION CONTROL SH AND HIS ENGINEEn FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS 0 ALL HIS RESP ONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES,, TEMP IONo UPON REQUEST, TH8 APPROPRIATE PLAN REVISIONS SHALL 13E PROMPTLY CONSIST OF, BUT NOT BE LIMITED TO, H FACILITIES AND TAKI ARE NECESSARY TO PREVENT, CONTROL ANO ABATE WATER, MUD AND EROSION DAMAG PRIV NSTRUCTION OF THIS PROJECT. ATE PROPERTY AS A RESU LT 0 F THE COi 8. SLOPES CONSTRUCTED PRIOR TO OCTOBER I SHALL BE TREATED FOR EROSION CONTROL PRI -1125) .o R S. SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL$ pR E PUBLIC AND F $0 O vu LEGEND R 1 SHALL BE TREATED FOR EROSION CONTROL AS THE 00 RANCHO WATER DI$TRICT ORTHOPHOTO MAP V0 n A'" EXISTING CONTOUR REMENTS OF 25 FEET OR LESS MEASURED VERTICALLY, PROGRESSES IN INC m6o) CONSTRUCTION OF SLOPE PLATE 177, DATED MARCH 241 1985 AND F COMPLE'rION PRIOR TO FINAL INTERVAL - 5' OUN A N 19, FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS 0 LIMITED FIELD SURVEY, FEBRUARY# 2001 GRAVE, SHALL BE PROTECtED BY VARIOU R ELIM INATE EROSION AND THE SILTATION OF UT SHALL NOT BE DOWNSIREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, 6 DRAINAGE SWA 145 LE LIMITED TO: TEMPORARY DOWNDRAINS# EITHER IN THE 2% 0000 FORM OF PIPES OF? PAVED DITCHES WITH $HEET FLOW A8 TO ELIMINATE E IOSION OF F1 R PROTECTED OUTFALL AREAS,; G Typ, LL 8LOPES BY BENCHMARK T8MPORARY CHECK DAMS INTO8 OF RA CONFINED PONDING AREAS TO DESILT RUNOPF# FF, ESILT RUNOFF; P INLETS WHICH HAVE NOT HIGH POINT HP ROTECTION SUCH AS SAND BAGS AnOUND G FLOW LINE FL FILL AREAS O APPROPRIATE GRADING TO DIRECT DRAINA 9 AWAY BEEN BRO AINtD ON THOSE FROM FS FINISHED SURFACE .CONSTRUCTEO AND MAINT WHERE EART14WORK OPERATIONS ARE NOT IN PROGRESS. TW TOP OF WALL Top OF CUf OROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE CONSTRUCTED PRIOR TO 20s Ar 130TTOM OF WALL 13W GRADING, 21, CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMME ATE FF EXCEEDING TWCLVE (12) FEET OF CUT MEASURED VERTICALLY, ASSESSORS ARCEL NOG FINISH FLOOR AND pp EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE EEN CLEARED 945-130�001"9 UBJECT TO RUNOFF DURING THE PERIOD FROM FINISH PAD GR DING OPERATION# AND WHICH ARE S 945-130-002-10 -S MAY INCLUDE 13 OF THE RAINY SEASON, THESE MEASUR Ut SHALL NOT BE LIMITED TO: GRADED DITCHES; POINT ELEVATION 9110 OAYLIGH EXISTING FIRE T L INE PRC POSED DRIVEWAY HALL OFGRADING 13RUSHOARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYONO LIMITS EART WOnrrL% OUANTITIt'":"S HYDRANT AP -IKS' ITH A.C. OR 22. DEPARTMENT OF PUBLIC WOt BE PAVED W PROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER Fn X421 CY cy Om IMPORT RIP RAP DISSIPATOR CUT G CONSTRUCTION, CO OCCUPANCY H NCRETE PRIOR TO RESPONSIE31LITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURIN 58 X So X 12' THICK VO PLAN REVISIONS SHALL BE PROMPTLY SUBMITTE UPON REQUEST, THE REQUI1 i1o416 CY 19 007 CY CLASS I ROCK UNGROUTED OF PUBLIOWORKS FOR APPROVAL. 8 SU PARTICLE SIZE MIN* NOTE: EARTHWORK QUANTITIES AR15 ESTIMATES ONLY PFICIENT NATURAL 23, ALL GRADED 30 lvd, SLOPE AREAS 5# Of? MORE IN HEIGHT SHALL BE HYDROSEEDED UNLES AND DO NOT INCLUDE SHRINKAGE OR SUBSIDENCE rop -r PURPOSES ONLY VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA INSPECTOR. ROPOS THEYARE ESSENTIALLY FOR PERMI APPROXIMATE EDGE OF PAVEM�NT AND NOT INTENDED FOR 01 24, JUTE NETTING SHALL BE INSTALLED ON A DOING, ADDITIONALLY, THEY LL SLOPES OVER 10 FEET HIGH. CUT Of? FILL As TIMATES AS INDICATED BY THIS PLAN. INDICATED ARE SPACIAL,VOLUME ES NO CUPO AND NO GurTER THIS sop STREET IT IS THE SOLE RE SPONSIOILITY OF THE CONT W4 Y POSES OF DETERMINE THE EXACT QUANTITIES FOR THE P C,?411,5�1 r10A1 UNDERSIGNED PAYMENT AND CONTRACT DOCUMENTS. THE I- dp� 4: tPANCIES K ENGINEER ACCEP RONSIBIL TSNO RES ITY FOR DESCR (NTS) JONN WARNER nOAD 8( ORIGINAL GROUND . 'Hmo "ALE IN T48 EARTHWORK QUANTITIES& CAN' 20 40 r469 OIVIA146,�F Fdg�61VAFIVr FAULT HAZARD ZONE EVATION OF THE PAD MAY CHANGE ADDITIONALLY, THE EL 0 160 80 40 FINISHED SURFACE -10JECT, THERE MAY BE UP OR DOWN TO BALANCE THE Pr THE *J' UNSUITABLE SOIL //1 EXPORT FROM THIS,SITE TO VARIOUS o 0 4b, DISPOSE0 OF ONSITE 2 OWNEF? AGENT I INCH 40 FT SLOPE TIM LONG mF?b CURVE TA13LE PLANS 49 COLVEF? CTO 4 TYPICAL 0 _0� 120,12" VARIES UNDERGROUND SERVICE A RT TEMECULA, CALIFonNIA 92691 4 8.0 Q�__ 00e.% 0 111: EMS, RCE 42265 .16 13ILL 46* 0 62*08`47' 48.0-0# 52-06' 100 1 0 0 26"31'38 44.56 (909) 961-6125 I I I- Yp_ 2531'AC 1j) 3j f 82,140 21 MIN �r �=,,-1 a EXPe 1.3' 4 CALL: TOLL FREE 100 '39"' 33100 0 94.Q� 56-26 DESCRIPTION 39697 CEDARWOOD DRIVE Lto":GAL IM800 15"34'02" .000 81.61 CALIFORNIA 92563 309. NTS MURNIETA BLEND DRIVE ACC ESS WITH 14*3 1'5 0' 567.00 144.7 a .--KEY PARCELS I & 2 OF PARCEL MAP 18098 422"4133 EXIS'rING ROADWAY 14R1 (909) 696-7059 TEL, 0 6Q0.001 JERAMIE DRIVE, CITY OF TEMECULA 214.0 NORTH 21017,20,11- 567.00. (909) 696-7159 FAX, C E, CALIFORNIA LD03143GR -._6.00.0Q. Drawivig Nop IWO WORKING DAYS BEFORE YOU DIG DesIgned By Checked By SEAU ()J�I j /623 REVISIONS ACCID TJYN DATE, A DEPARTMENT'OF PUBLIC WORKS SCALE RECOMMENDED IDY, vwvm WCH -ids WCH Bin EL 1026.428 2-112" BRASS DISK "OWN" .1 2,4 M1, S-6 ON HWY 79 FRO Horizo.n-tuIt ME 42265 Ran. Prepared Under Supervislon UP IN CONC, CYL DATO cadmicur ON CONTR L L N INT, MAIN AND FRONT. TEMECULA, 63.3 S 0 ACCEPTED 13Y, rjRAD ING PLAN EROSI 1 *40' 7-8-2003 F PUBLIC WORKS C.L, HWY 79,p 3,2" E, OF 01 POLE (GT2463) Da AP 18098 A owsloom� J, PARKS PARCE S 1 & 2 OF PARCEL M RONALD InVector___ _C 300" E,,v BETWEEN PP 76580 AND 75581v ON I LIAM Verilcat 3/31/04 HOEMS Sheet of LINE WITH FENC9 RUNNING N-S,, SET WIT, RNIA 9/ S CABALLEROS DR., Lo p1rest SOUTH OF MONUMENTO 3 31 200A .2Z44 Ex SS, 1, AS NOTED 422,0 Expiros mw"m0* fiftwommoo . C" NOTICE TO OA"ACTOR E EG 00000