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913pp_grir �..4- 7-1111111 n W � T t .7 e : t i %do : N 0. t` . 1 2 3 4 5 6 21 20 19 1e 17 16 15 14 13 1 -INDEX MAP SCALE: 1" = 100' PEw{FiC PLAN WAr:Ai1i'= i RD. "*-POKLAWT SITE NEWTc sc HWY . 74 EARTHWORK QUANTITY ESTIMATE BENCH MARK M-13-3 IN THE INTERSECTION OF MATES ROAD AND MENIFEE ROAD A 10 IRON PIPE IN A CAP WELL MONUMENT AND MARKED COUNTY SURVEYOR. ELEVATION: 1523.067 DATE: 1963 Mt DAIS .� CUT . FILL EXCAVATION AD, 7W C Y /A re 9" C Y, EMBAWt'ENT •a SUBS I DEN CE -- - SHR I WAGE 0 � j. C Y IMPORT XPOR T - 0000mo - TERRACE DRAIN RIM - RIM ELEVATION TOTALS 4,700CY. -!d,?�OC•Y. BENCH MARK M-13-3 IN THE INTERSECTION OF MATES ROAD AND MENIFEE ROAD A 10 IRON PIPE IN A CAP WELL MONUMENT AND MARKED COUNTY SURVEYOR. ELEVATION: 1523.067 DATE: 1963 Mt DAIS .� co F. S. - FINISHED SURFACE n T.C. 1 C4 � •a IRV. - INVERT F.F. q. R/V f R/V 1 66' 44' t S' 6' 22' 3� A/C PAVEMENT 41 rift A60 f= 1 2% 22' 6' 1 S• `-SIDEWALK ASN &MIRE LNd IFLRUNE) AGGREGATE BASE TYPICAL SECTION R I VERS I DE CO[RITY TRATAT I ON DEPARTMENT STD. NO. 103 T TO SCALE R/W AVENIDA RAMADA(PORTION) CL I R/11 1 60' ram .� - . �. _... �, --- ------ - - - -- --- TYPICAL SECTION R I VERS I DE COLINTY TRANWWTAT I ON DEPARTMENT STD. NO. 104 NOT TO SCALE AVENIDA RAMADA[PORTIONI CLEIENTE AVENUE AVENIDA PALNERA AVENIDA CAYLEE AVENIDA CONTENTO LEGEND F. S. - FINISHED SURFACE n T.C. 1 F.L. - FLOW LINE IRV. - INVERT F.F. 04 0 � - GARAGE FLOOR � C) Sa 1t1. - TERRACE DRAIN RIM - RIM ELEVATION G.B. - GRADE BREAM( 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 1� ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPTENT SOILS Z. PLACED AC LS OVER I' DEEP. 1 J 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING ND SAFETY Cn ADING IN q. R/V f R/V 1 66' 44' t S' 6' 22' 3� A/C PAVEMENT 41 rift A60 f= 1 2% 22' 6' 1 S• `-SIDEWALK ASN &MIRE LNd IFLRUNE) AGGREGATE BASE TYPICAL SECTION R I VERS I DE CO[RITY TRATAT I ON DEPARTMENT STD. NO. 103 T TO SCALE R/W AVENIDA RAMADA(PORTION) CL I R/11 1 60' ram .� - . �. _... �, --- ------ - - - -- --- TYPICAL SECTION R I VERS I DE COLINTY TRANWWTAT I ON DEPARTMENT STD. NO. 104 NOT TO SCALE AVENIDA RAMADA[PORTIONI CLEIENTE AVENUE AVENIDA PALNERA AVENIDA CAYLEE AVENIDA CONTENTO SOIL ENGINWR 000 GEOL=111T SOIL TECH. INC. 41607 ENTEIPIR I SE CIRCLE MOTH TEMECULA CA. 9!590 (1061676- 2745 DEi I DIED T�OFE SSI DRAM W� �i �. p NO. 20U6_ 04DC ltD ;�, EINP . 9- 30-97 R DATE 'fr_ 1 V I'/ 0 - SHEET NUMBER PAD ELEVATION TRACT BOUNDARY DAYLIGHT LINE RETAINING WALL EXISTING CONTOURS PROPOSED CONTOURS - DETAIL NUMBER �- SHEET DETAIL SHOWN GRADING NOTES LEGEND F. S. - FINISHED SURFACE n T.C. - TOP OF CURB F.L. - FLOW LINE IRV. - INVERT F.F. - FINISHED FLOOR G.F. - GARAGE FLOOR 0 - LOT NUMBER 1234.0 - TERRACE DRAIN RIM - RIM ELEVATION G.B. - GRADE BREAM( SOIL ENGINWR 000 GEOL=111T SOIL TECH. INC. 41607 ENTEIPIR I SE CIRCLE MOTH TEMECULA CA. 9!590 (1061676- 2745 DEi I DIED T�OFE SSI DRAM W� �i �. p NO. 20U6_ 04DC ltD ;�, EINP . 9- 30-97 R DATE 'fr_ 1 V I'/ 0 - SHEET NUMBER PAD ELEVATION TRACT BOUNDARY DAYLIGHT LINE RETAINING WALL EXISTING CONTOURS PROPOSED CONTOURS - DETAIL NUMBER �- SHEET DETAIL SHOWN GRADING NOTES 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70. AS AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SMALL BE _ % 1F CUT OR FILL IN LESS THAN 10',22 IF CUT OR F 1 LL IS GREATER TH1AN 1 ' DRAINAGE SHALES SHALL BE A MINIMUM OF 0.3 DEEP AND BE CON TRUCTED A MIN- IMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. k 3. MAXIMUM CUT AND FILL SLOPES - 2:1. 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 COMPTENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PIN>rERL PLACED MP AND WHO SHALL SUBMIT A FINAL COACTION REPORT FOR ALL FI LS OVER I' DEEP. 1 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING ND SAFETY DEPARTMENT WRITTEN CERTIFICATION OR COMPLETION OF ROUGH ADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO I OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE. GRADE. LEVATION AND LOCATION OF CUT/FILL-SLOPES. 7. PROVIDE BROW DITCH M I NU MUM OF 1'-60 DEEP ALONG TOP OF SLOM�E . e. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GRATER THAN ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOM ENDAT ONS OF THE PRELIMINARY SOILS REPORT PREPARED BY N kXL- TECH , IWG i DATED DECKM6E4? L3, 19-94 . TWO SETS OF THE F I NAL COMPACT IREPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT ICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATI THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMMENDAT BNS OF THE PRELIMINARY SOILS REPORT. 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAF TY DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REOUESTING FINISH LOT GRADE DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRI TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. j 11. CUT SLOPES EQUAL TO OR GREATER THAN 3` 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 NLMR 457 PRIOR TO FINAL GRAD UNG INSPECTION. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE HAS KEN CLEARED OF WEEDS. DEBRIS, TOPSOIL. AND OTHER DELETERIOUS PATERIAL. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE FLACED. IT MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL SOIL FOR SUPPORT. PREPARATION SHALL BE APPIGIVED BY A REGISTEREDD ILS EN- GINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PER- MANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL K PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT OPERTIES. 15. DUST SHALL BE CONTROLLED BY WATERING OUR OTHER APPROMM MME 15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST COPTINUE TO FUNCTION. ESPECIALLY DURING STORM COWITION6. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUBT BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. r 17. STABILITY CALCULAT I ONS WITH A FACTOR OF AT LEAST ONE AND I VE TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS =IWER TO THE BUILD AND SAFETY DEPARTMENT FOR CUT AND FILL DUMB OVER 30' IM MER I CAL 1E I GHT . 16. A REGISTERED CIVIL ENGINEER OR LICRIM LAMED SURVEYOR SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. INS 8PECIFIC EYATIONS ARE REQUIRED. THE ELEVATION (WITH REIMT TO MEAN SEA LE l SHALL BE GIVEN. IF AN ELEVATION WITH RE/P'ECT TO ADJACENT SURFACE IS REOUIRED. THE ACTUAL DISTANCE ADM TIME ADJACENT SMALL BE GIVEN. 19. FINISH GRADE TO BE SLOPED AWAY FROMALL EXTERIOR FO<SbA 1 WALLS NOT LESS THAN 1/2 INCH PER FOOT FOR THSEE FEET. 20. THE GRADING CONTRACTOR SHALL VERIFY THE LOCATION OF ALLR- GROUND UTILITIES ON THE PROPERTY WITH THE LOCAL UTILITYtNCIES. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURESL BE PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED HSN THE FIFLD PRIOR TO COMMENCENT OF ANY CONSTRUCTIONIRRADING. i UNDERGROUND STRUCTURE ALL UNDERGROUND UTILITIES Olt STRUCTURES IIEPWTED BY THE OWNEINKEUF T AND THOSE SHOWN ON THE RECORDS EXAMINED ARE I DICATED WITH 1MATE LOCATION AND EXTENT. THE OWNER BY ACCEPT 1 NMC THESE PLANS OR INS W 1 TH IMPROVEMENTS PURSUANT THERETO AGREES TO ASS�WJME LIABILITY AND UNOER- S I GNED HARMLESS FOR ANY DAMAGES RESULTING fMg1 THE Ex I STENICG1101J10 UTILITIES OR STRUCTURES NOT REPORTED TO THE UIVERSIGNED: NOTED ON THE PUBLIC RECORDS EXAMINED: LOCATED AT VARIANICE WITH THAT REPOSnMOWNN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUEIDIARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND AMLJITILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNESTARTING WORK. NOTICE TO 'CONTRACTORS Contractor ogress that he shall assume sola and complete ros*nsibility for job sits conditions during the course of the construction of Rthe Project, including safety of all persons and property: that this require t shall - apply continuously and not be limited to normal working hours; a that the Contractor shall defend, indemnify and held the Owner end th Engineer harmless from any and all liability. real or alleged. in conneett n with the performance of work on this Project. excepting for liability of ZnE from the sole negligence of the Owner or the Engineer. i + Associates Inc ROUGH GRADING PLAN 'a4MLWWT be".�.. «. FOR �.. ar MTRACT ND. -i k OF '"''`' "' "" 6110-40116COUNTY OF R IDE 3 • TITLE SHEET s>T= SAS[a tur/Houston / PE?ARED FQR t p J . N . 00-0 S. MOV MYAN DATE OYMER 38165 Maracaibo Circle West R.C.E. Ne . 2+0276 EXP. DATE 9-30-97 � Palm Springs, CJI 92264 (90!) f�-7777 24U 12 ' r A rL, y � MISH POINT - 9 ELEVATION -0.3' SECTION A - A now. • � w on" ry P 4 5' Min.DJ AMA t'~ MO'!E D>B~ Mr�w�lwtAMA LZIII Of 0010401ftr a RO11MI WADING �. 3' MIN. nim. TYPICAL TERRACED LOT MUDGILL Z ' i' '_ ` �l�l!b.• + FINISHM SWACE - - � SECT I ON C - C ow ri Sem F I N I SF1ED GRADE •ramTPW AXAPJA\:� PAD ELEVATION SECT ION B - B 1011000100I A=1=m1Nw Marr Iml ec" �D LffI I �r.'... NIGH PwwF.L.. ------ — — V " PAD ELEV.-0.3• a �.► 1 MLOs. 1D:TiAQ( LSE FIMI»i S"ACE ELEVATION i PAD ELEVATION PAD ELEVATION E E YEIMAY Ally ROAM 01TAK LIME �— SEE 37PUT ROUSH MADE SECTIONS FOR DIMENSIONS SECTION D-0 —FRONT YARD ROUGH GRADE PAD LIMIT ew is on" F MOTE s A LOT If CONS IDE1E'D NOF RA1AR1ID MEM THE DIFFERENCE IM PAD ELEVATIM ON ADJACENT LOTII II 1.0• 0 LEN MEN 9' r x Mpl. LAIN: MIN_ MEN 9' w m,�� i�1 �vra� ,u T NO. -2 G ' 14 13 19 QSDEJ_0000 .6`° AM.rs 12 SEE Sal ET NO.3 j = J _`� Y V 10.00• 1 IL* 9 �+ - 1608.0 4 • CLE ELATE SEN :Nto' 1 .M VN Irru Ila 11.11m -- �7 • m• -AVENUE N' =� E,�=E �' 1104 �- ro s V n /WSO Sr N 4 4 L6 = flyta' 20, �. w f Igo. 00 • �T3 a+F iM�10✓ ���G� -k 16 N. t TRACT N O: 27446 -1 -or z th 1N.00 U s ? 1614. �41 �{�1 �► ,,, •E� ,�� i' ,• 10.00• 4 i ,tea q 5 z ? r N M'I1'I — �Z 1 •�, 1 1 12 1 V RL K U of ICAf A\t COMMAI . . 4 ` e m - L n' I Q�7) , 4 gp2p- 162! 0 o . ICU T fit. 1 00• { .•._ w Zfl�� 2 R lilD7 N 1624.1 I SL -_ u SULTANAS-'\ 4 e �� 41 RO }UL i.�1 11 10 w SAWS - 07)P" i AM N 11 1 r P�AAi� FAP a,MD/ L M�/rS ON W17AIMM ROAV � S; t KIST. P. -� P. , . 8� :' R.M. 14621 P.M.82 /as l � � I GRADING P'L�tN SHEET LL afti v - �� .ESS f ROUGH � + Associates Inc TRACT NO. IT4 1 aF a w too ler two. M/8 Z ...n. � •r - "� EV. 9.30-v MILE t • �0 Sam 3 m � / COUNTY � RIVE SIDE 'rE Clad HERMAN S HOVAG I MYAN _ 0 fZ R.C.E. NO. 2OL7e EXP. DATE 9-30-97 Z40 MIN, Mpl. LAIN: MIN_ NUOSILL TYP I CAL NM -TERRACED LOT N1R Z z `O PA© LtnzTs - i 30' MIN. XIKi VAR I• M i •s % , Imi� ELEV. Ait�4IN . Ir Ir 2iafAX . NMIIN . . • #OIm WVM LINE SECTION E — E SLOPE VARIES Our TO IGNA 2 : I MAX. DR 1 %amy RAMP 4 ' EE DTNKT ROM OIIAOE i'1lZN. 5'MIN. SECTIONS Fat OI1EJMiIai " 14 T 13 � 2.0• 2.0' 3.0' _ TWO L w m,�� i�1 �vra� ,u T NO. -2 G ' 14 13 19 QSDEJ_0000 .6`° AM.rs 12 SEE Sal ET NO.3 j = J _`� Y V 10.00• 1 IL* 9 �+ - 1608.0 4 • CLE ELATE SEN :Nto' 1 .M VN Irru Ila 11.11m -- �7 • m• -AVENUE N' =� E,�=E �' 1104 �- ro s V n /WSO Sr N 4 4 L6 = flyta' 20, �. w f Igo. 00 • �T3 a+F iM�10✓ ���G� -k 16 N. t TRACT N O: 27446 -1 -or z th 1N.00 U s ? 1614. �41 �{�1 �► ,,, •E� ,�� i' ,• 10.00• 4 i ,tea q 5 z ? r N M'I1'I — �Z 1 •�, 1 1 12 1 V RL K U of ICAf A\t COMMAI . . 4 ` e m - L n' I Q�7) , 4 gp2p- 162! 0 o . ICU T fit. 1 00• { .•._ w Zfl�� 2 R lilD7 N 1624.1 I SL -_ u SULTANAS-'\ 4 e �� 41 RO }UL i.�1 11 10 w SAWS - 07)P" i AM N 11 1 r P�AAi� FAP a,MD/ L M�/rS ON W17AIMM ROAV � S; t KIST. P. -� P. , . 8� :' R.M. 14621 P.M.82 /as l � � I GRADING P'L�tN SHEET LL afti v - �� .ESS f ROUGH � + Associates Inc TRACT NO. IT4 1 aF a w too ler two. M/8 Z ...n. � •r - "� EV. 9.30-v MILE t • �0 Sam 3 m � / COUNTY � RIVE SIDE 'rE Clad HERMAN S HOVAG I MYAN _ 0 fZ R.C.E. NO. 2OL7e EXP. DATE 9-30-97 Z40 MIN, Mpl. LAIN: MIN_ NUOSILL UPPE# PAD Z z `O I0A61LL i LONER PAD •s % , Ait�4IN . ♦ , 2iafAX . NMIIN . • 21SNAX. SECTION E — E SLOPE VARIES Our TO IGNA 2 : I MAX. w m,�� i�1 �vra� ,u T NO. -2 G ' 14 13 19 QSDEJ_0000 .6`° AM.rs 12 SEE Sal ET NO.3 j = J _`� Y V 10.00• 1 IL* 9 �+ - 1608.0 4 • CLE ELATE SEN :Nto' 1 .M VN Irru Ila 11.11m -- �7 • m• -AVENUE N' =� E,�=E �' 1104 �- ro s V n /WSO Sr N 4 4 L6 = flyta' 20, �. w f Igo. 00 • �T3 a+F iM�10✓ ���G� -k 16 N. t TRACT N O: 27446 -1 -or z th 1N.00 U s ? 1614. �41 �{�1 �► ,,, •E� ,�� i' ,• 10.00• 4 i ,tea q 5 z ? r N M'I1'I — �Z 1 •�, 1 1 12 1 V RL K U of ICAf A\t COMMAI . . 4 ` e m - L n' I Q�7) , 4 gp2p- 162! 0 o . ICU T fit. 1 00• { .•._ w Zfl�� 2 R lilD7 N 1624.1 I SL -_ u SULTANAS-'\ 4 e �� 41 RO }UL i.�1 11 10 w SAWS - 07)P" i AM N 11 1 r P�AAi� FAP a,MD/ L M�/rS ON W17AIMM ROAV � S; t KIST. P. -� P. , . 8� :' R.M. 14621 P.M.82 /as l � � I GRADING P'L�tN SHEET LL afti v - �� .ESS f ROUGH � + Associates Inc TRACT NO. IT4 1 aF a w too ler two. M/8 Z ...n. � •r - "� EV. 9.30-v MILE t • �0 Sam 3 m � / COUNTY � RIVE SIDE 'rE Clad HERMAN S HOVAG I MYAN _ 0 fZ R.C.E. NO. 2OL7e EXP. DATE 9-30-97 Z40 r vxu _ r . •.� rte. - — g • qr i 1 '�'° . .. -.... ate... ..�a� Ado. .. opow I- IV •� ' w 0 SECTION A—A arm c� z OEM TMEMM . - NE OL i 4 SeCTIOM A -A I. 4xM 1.4 W.W.M. DMM AMCMD # 4 LAW A u f 17 NOTES: 1, co=vM OML HAVE A « STFFJGTW AT 0 M" v • • i PHEU14ATIWV AJi me 2821 OF TM wr'�1 .LIZ coot . 2. RE11*00CM MOLL M fror - M 6-0 x r 1. • IlLm . MINE NEON M.M.II.i ON APMM .• � THE EUIL.OM WWMAL w U of Comm il■Oni ED M USD NNW EIIiiIMEEi4 . QQIwlN MAIN DETAIL TS im N .lp. I I I - : I -A �� 11 I I ax •.60 M.2 APO w 4 SeCTIOM A -A I. 4xM 1.4 W.W.M. DMM AMCMD # 4 LAW A u f 17 NOTES: 1, co=vM OML HAVE A « STFFJGTW AT 0 M" v • • i PHEU14ATIWV AJi me 2821 OF TM wr'�1 .LIZ coot . 2. RE11*00CM MOLL M fror - M 6-0 x r 1. • IlLm . MINE NEON M.M.II.i ON APMM .• � THE EUIL.OM WWMAL w U of Comm il■Oni ED M USD NNW EIIiiIMEEi4 . QQIwlN MAIN DETAIL TS im N .lp. I I I - : I -A �� 11 I I ax •.60 M.2 APO SECTION A—A OEM TMEMM . 611it NE 4 SeCTIOM A -A I. 4xM 1.4 W.W.M. DMM AMCMD # 4 LAW A u f 17 NOTES: 1, co=vM OML HAVE A « STFFJGTW AT 0 M" v • • i PHEU14ATIWV AJi me 2821 OF TM wr'�1 .LIZ coot . 2. RE11*00CM MOLL M fror - M 6-0 x r 1. • IlLm . MINE NEON M.M.II.i ON APMM .• � THE EUIL.OM WWMAL w U of Comm il■Oni ED M USD NNW EIIiiIMEEi4 . QQIwlN MAIN DETAIL TS im N .lp. I I I - : I -A �� 11 I I ax •.60 M.2 APO ISS ORA/A'�sE EiISEi'1ENT' � vor allpWTY IMW Awl I . I R1D ELV. 40W MW 04,e Dj_Et-Aa_-_ffAMf0A1 iR/1DJ9�1Aft —• T– �+ SECT/oN_ N ,7• 1 .. tj e� Ic 1.4 I ti ? � h ij o - ` of L• .7 ZZ FA ._ ..te To :. iM OW WE - 0.32 1p 1 _ o 4 Al -.4 ADA- • fi�'13 _ 'v` Z- e� v /n$ Of G'. ,,r9 fu;W^F GR p✓MG li .4 r ?� c a 20 Y w Nc lk i 0o tj J �Z 3 � . -7 Y t of t 104.7 w�• 1 FU E WtAOr'�G k QC sis r.• 0 V IO V� I606 zzr Oen [. • . �. �s v •o• for idol J go"i • t 40. ROUGH GRADINGFLAN SMMT e��� Lohr + Associates Inc --3 TRACT lit% V4"oo l eo .. o 3 ... No . MY Z W EXP . 9-30-27 m S/aIF, r COUNTY OF R I VEkS I IDE' *EE" C, 1 J.N. ,,• IERmAN 8 MOVAGIVAN 24012 R.C.E. N0. 20270 EXP. DATE 9-30-97 -M i NE F _ f ISS ORA/A'�sE EiISEi'1ENT' � vor allpWTY IMW Awl I . I R1D ELV. 40W MW 04,e Dj_Et-Aa_-_ffAMf0A1 iR/1DJ9�1Aft —• T– �+ SECT/oN_ N ,7• 1 .. tj e� Ic 1.4 I ti ? � h ij o - ` of L• .7 ZZ FA ._ ..te To :. iM OW WE - 0.32 1p 1 _ o 4 Al -.4 ADA- • fi�'13 _ 'v` Z- e� v /n$ Of G'. ,,r9 fu;W^F GR p✓MG li .4 r ?� c a 20 Y w Nc lk i 0o tj J �Z 3 � . -7 Y t of t 104.7 w�• 1 FU E WtAOr'�G k QC sis r.• 0 V IO V� I606 zzr Oen [. • . �. �s v •o• for idol J go"i • t 40. ROUGH GRADINGFLAN SMMT e��� Lohr + Associates Inc --3 TRACT lit% V4"oo l eo .. o 3 ... No . MY Z W EXP . 9-30-27 m S/aIF, r COUNTY OF R I VEkS I IDE' *EE" C, 1 J.N. ,,• IERmAN 8 MOVAGIVAN 24012 R.C.E. N0. 20270 EXP. DATE 9-30-97