Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
mb487_091-099
CC) N O �o C-6 O CG IN THE UNINCORPORATED AREA OF RIVERSIDE COUNTY, STATE OF CALIFORNIA TRACT NO. 30760�3 BEING A SUBDIVISION OF A PORTION OF PARCEL "B" OF LOT LINE ADJUSTMENT NO. 4786 RECORDED JANUARY 13, 2005 AS INSTRUMENT NO. 2005-0036366 AND AS SHOWN ON DOCUMENT RECORDED JUNE 10, 2009 AS INSTRUMENT NO. 2009-0294896 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. LOCATED IN SECTION 18, TOWNSHIP 5 SOUTH, RANGE 5 WEST, S.B.M. K&A ENGINEERING, INC. JUNE 2005 OWNER'S STATEMENT WE HEREBY STATE THAT WE ARE THE OWNERS OF THE LAND INCLUDED WITHIN THE SUBDIVISION SHOWN HEREON; THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS A CLEAR TITLE TO SAID LAND; THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS SUBDIVISION MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOTS "A" THROUGH "E", INCLUSIVE. THE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOT "F". THE DEDICATION IS FOR A (1) ONE -FOOT BARRIER STRIPS FOR ROAD AND ACCESS CONTROL. WE HEREBY RETAIN AN EASEMENT FOR UTILITY PURPOSES, LYING WITHIN LOTS 86 AND 87 (OPEN SPACE), AS SHOWN HEREON, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS AND ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP. WE HEREBY RETAIN AN EASEMENT FOR LANDSCAPE MAINTENANCE PURPOSES, LYING WITHIN LOT 86, AS SHOWN HEREON, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS AND ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP. WE HEREBY RETAIN '=_ �. T ". LOT 87 (OPEN SPACE), AS SHOWN HEREON, FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP. TEMESCAL VALLEY LAND, LLC, A DELAWARE LIMITED LIABILITY COMPANY BY: DIVERSIFIED PRINT NAME: T GROUP, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY TITLE: CO -MANAGING MEMBER NOTARY ACKNOWLEDGMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT. STATE OF CALIFORNIA COUNTY OF 5Qn Bernardino ON f-WAYS'I" BEFORE ME,S� Ione �_i�_ PERSONALLY APPEARED PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSON(3j WHOSE NAME{ IS/ASE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/cu m EXECUTED THE SAME IN HIS/HfR74 AUTHORIZED CAPACITY(t�, AND THAT BY HIS/HER-fTl l R SIGNATURE( ON THE INSTRUMENT THE PERSON(6, OR ENTITY UPON BEHALF OF WHICH THE PERSON(- ACTED, EXECUTED THE INSTRUMENT. 1 CI;ATIFY UNDERP6KpL-ryaFtPSRJUP,`E WN0ERTl#C-L*W5 OF n46STgT6 DI CA<IfORNWT% rt'�ir EC vAfkAcAApm IS TAVE ANO COAM(IT WITNESS MY HANDND OFF I AL SEAL.. SIGNATURE NOTARY PUBLIC IN AND FOR SAID lS�TATE MY COMMISSION EXPIRES: O� _/_1 o?024 MY COMMISSION NUMBER: A 3333 115P MY PRINCIPAL PLACE OF BUSINESS IS IN 5aA $e� drn0 COUNTY. �►GNATUp�IE OMISSIONS ?U%NSUANT TO ftCTION fiW360f THE 5Ub01VISl0N MItV AGT, THlr SIG%WATU0.E5 Orl-Hf ;FOLL0WINCaOWN FS ofTCASCMBNISh.Nq/o0.GicSEE-NOY1l?tep. A0%CATE5 AN eX15TIIJb ReCIPROCAL eAS$MSNTkMDC0VeWANT:F6%L.OFT-41TV WOWL, aBCoao���E6�vA�p.Y2g,zovehslNST¢uM Nr NO.2oo�-OtoO , Of o�IGI�LR�C.oRo� ►TI TP11 N� OF TkE Ji MiJ b%AA0?Z 1RV S'C kNO VAOUM cSTA•r, U.C.. SURVEYOR'S STATEMENT SHEET 1 OF 9 SHEETS RECORDER'S STATEMENT FILED THIS d- DAY OF -✓-�G , 20,'2_� AT 2 •q I__ P.M. IN BOOK Al OF MAPS, AT PAGES _9_/1_= _ Cll, AT THE REQUEST OF THE CLERK OF THE BOARD. NO. FEE 2 -------- PETER ALDANA ASSESSO - COUNTY CL K - RECORDER BY: _ p 4 DEVT SUBDIVISION GUARANTEE: ""T"'"'om' 9 (C, Pei t4 THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF TEMESCAL VALLEY LAND, LLC, A DELAWARE LIMITED LIABILTY COMPANY ON JULY, 2005. 1 HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED OR THAT THEY WILL BE SET IN ACCORDANCE WITH THE TERMS OF THE MONUMENT AGREEMENT FOR THE MAP AND THAT THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. THIS SURVEY IS TRUE AND COMPLETED AS SHOWN. DATE: 20 ZZ- \ONP� LA IV mac_;' Qf cj� rn 0 °- No. 9154 ;U ROBERT SCIPIOBLUME, P.L.S. NO. 9154 REG. EXPIRES: 3/31/2023 '9 COUNTY SURVEYOR'S STATEMENT CA1J THIS MAP CONFORMS TO THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES. I HEREBY STATE THAT THIS MAP HAS BEEN EXAMINED BY ME OR UNDER MY SUPERVISION AND FOUND TO BE SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP OF TRACT NO. 30760 AS FILED, AMENDED, AND APPROVED BY THE BOARD OF SUPERVISORS ON SEPTEMBER 14, 2004, THE EXPIRATION DATE BEING MARCH 14, 2021, AND THAT I AM SATISFIED THIS MAP IS TECHNICALLY CORRECT. DATE: ---t-- I------ 20--Z a / DAVID L. McMILLAN, COUNTY SURVEYOR P.L.S. NO. 8488 REG. EXPIRES: 12/31/202el� TAX COLLECTOR'S CERTIFICATE I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE, AS OF THIS DATE, THERE ARE NO LIENS AGAINST THE PROPERTY SHOWN ON THE WITHIN MAP FOR UNPAID STATE, COUNTY, MUNICIPAL, OR LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, _..__. . ... :. DATE: MATTHEW JENNINGS COUNTY TAX COLLECTOR BY: -_ DEPUTY I HEREBY C Y THAT A BOND IN THE SUM OF $__� s_ - __ HAS B XECUTED AND FILED T_ - ---- — WITH THE BOARD UPERVISORS OF THE COUNTY OF RIVERSIDE, CALIFORNI NDITIONED UPON THE PAYMENT OF ALL TAXE ATE, COUNTY, MUNICIPAL, OR LOCAL, AND SPECIAL ASSESSMENTS COLLECTED AS TAXES, WHICH AT THE TI F THE FILING OF THIS MAP WIT 1COUNTY RECORDER ARE A LIEN AGAINST SAID PROPERTY BUT NO PAYABLE AND SAI ND HAS BEEN DULY APPROVED BY SAID BOARD OF SUPERVISORS. DATE: _ - 20 _ CAS>JENNI OND MATT COUNCTOR '-- - "- ---- - -DEPUTY BOARD OF SUPERVISORS STATEMENT THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY ITS BOARD OF SUPERVISORS, HEREBY APPROVES THE TRACT MAP AND ACCEPTS THE OFFERS OF DEDICATION MADE HEREON FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES, AND AS PART OF THE COUNTY MAINTAINED ROAD SYSTEM, SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH COUNTY STANDARDS. DATED: ___11��9 ___� 20AA ATTEST: KECIA HARPER COUNTY OF RIVERSIDE, STAT OF CALIFOR CLERK OF THE BOARD OF SUPERVISORS BY: __ __ _ ______ BY: AA& DEPUTY AI E B D OF SUP VISORS IP # 060007 SECTION 18, T.5S, R.5W, S.B.M. SCHEDULE "A" 0o D z Q z O �zOz 0 D DN O O D m m Zom U) to to D D I O D C r Z Z O r Z w X O'(n < O m n 0 ° - o D > rt i m °D o ;u (n z m o m m D z Z --i D m imu n m z y �> Z o z om O = m m m z m m y z —i N O N m D Z m Z O Om z m D = Z Z m —{ m 0 m m m -n -Ti o � oN M m --i O0 c D M m on D� 0 c:o m ;um oco m m cn c D D fTl � N r O N 0 ^Q �Co = D mN oz m C m z muKSETHIEF CANYON RD, T 'O O O Z Z 00 co W 0 CIi (71 E N cn O z 00 N J Fo TR 23090 MB 200/99-170 � '06"E 2638.85'1 (N00'27'06"E 2638. \ j O N3 or�9l n04 902�9-0502835 N-oZK:co I O>� v�\PCDw IO K:n0 DDS / -0 nOD t( �En Mzo n moi 1 00 / to ♦n rR,gB `O \ o V, UCO PEW�O,gp1-1 A V rn V, v b � � = D► � D�� � �Cya nOj � i rn �► y��ry c w � p� lig z � b W� v � ` I� rn ! wr-qZ y V O v _EGFR MESA ROAD--, _\ �,, A a o I'n Q) 1z' cn 00 1,� v `J v v / a' ^' M00 a cn \� o cn / N rn os Ui /7FNO T8 00 a -�� /QD 0)as �� to \ 1-4��f ��� mCp Lor �► _ \ \, / 00 uj rn CSS V 1Llo 0 \ o oi00� �rno\`N° � cDnn�mo �7<�Z �~ W / 1 n--00O-'r nl I � 1 Z n D m N O o� v i ti� Zc„ �--- / I n D\wa v�o� woo ( �� � �' ���-- m mc�n oono�z �Z rn� \� cN 'n V) Z:a O°ooDm �o cn �0�-- I ,� / n -u ��N I clomp -� O I CJS \ N i T 2' / nOow � T 1 -mu co:,) qp 1,4 � 4N -N \ mDn N r �� i RS 23/67 RS 52/24 NO2'32'14"E 2610.00'1 [NO2'32'30"E 2609.96'] / / 1 co i D -" z r'j co m WO z C Z NwD �o� Z C 00 xoo O T� C) En_v nz_rr,o O D —i Z Z m D m z V) D C, o -i m Z �D m Z cnNOm -a Z --j I Z m m z� z m ,oto D N Z (0 0)0 Z -0O 0 OOo� m Z L-4 m a) m U) U'DD • �7 = o �o n o N ��o 0 = OtoD—i m > U) z 0 o O �- m�zD C C 0 Z Z U'czc -I cn (nm 0) L'n O Roza D Ln � c -i • -i m <o� ' o DU; r o m mpn C7 Zoo CA) D zm r Dmo o M Q) Z D C-) 0 z m Q) m z n II m a CO) � GRID NORTH !� cn m D Q) � w �TRU7/vO o TN 0 r O 00 m D m 0 --10 z Na 0 -n 00 U) o m m m U) aj A� or�9 �nUP q 3 -E:7E:E 00 V O Cn r v w E: tv r:Er- - 0 to rrr- 00 V 0) r U1 r -? r w r N r- -p� Z N N O t- -� Z -P -p� w (b m O cD (wn -wP (A rN -F� w w 0 O z z z z z Z z z z z z z z zz zz —Z -;Z —Z -z zz z z z N z Na z Nw z z QO C6 O N w V V V V V 00 (b 00 c� V -P .p cn rn w cn rn cn w W N CT Cn rn O O A N O w W N N cci co r O CJi .p S C,+ •ra O O O® w O r i N f✓ j Cn CA C A Cn O O w C,a m z Ui o cn U, cn W � � jcocrocn�cncnc+ A w to to -r>-c;+c,a;;cA4400i- 0) 0) �� -,J -J �rn � m N O N p O(D - o CT A m p p to w W CA g N g N Un CD - N w G+ N a? O O-4 N W 00 Oo O (n �! U� Ui Ut (r O O 00 w z D I'T1JE alo ri m `2 f*I r*i ITI rn r*i fTl rrl `C `L ::if C.i m m w `� `2 `C m m 32 Cp (Ji OO V Do V Cb O a V cl 00 a) CD v`L v , . O v . �m-, r m cn N c cn -------------- oo ^-^ N cn in rn == w w w W , N n cn --` rn N CT O O fV w Cn Cn O O Cn co CD O W O O OD Z C) V W W F co N w V tD Ln 00 O� O: CT Z G7 O (D -P P O W . b, O Cn C4 n? 00 O a) -P - „�„ w to O w O V V (D tD V w w N N CD tD w -P rmTt r- r O r r r v r- m r r- r- r � 0 r Cn r Ln v r � t- -p- r- -p� W N N O t- -� Z CD -p� w (b m O cD (wn -wP (A rN -F� w w m O ami Ln -p --NP CA Ln � w cD 0 Co z z z z; IMr z z z z z z z z z z z z z z z z z z Ln co M 00 00 c� V -P .p cn CJD V •A N C70 Ua N (b U: -P N, M� N M� D N M J M w V w N N O V cD O O J O co r O -, -+ ni � P c,3 0 (n w tD r i CA O o p o C4 j cn Ui �� V Ln rri r 000000t..irnoNcngcncnrv_t2C,48 D c4 jcocrocn�cncnc+ D c3 ---L D -r>-c;+c,a;;cA4400i- co m -1 � Pc:,ovioo+-1c4ctcr! Z 0 p C7 o p woocnoci - o 00 O O m Z CIi p Ur w� w N N cA -' N -� _ p -; -ra N- -pt N c, O c, O (n O D m cn _ Vern z O - -1 rri alo ri m —L r*i r*i r*i rri rn r*i � m w r*i o m OO iTi UIrn m C.i ao - CR - cri ( 32 (Ji OO V Do V Cb O a V cl 00 a) CD Cn O O tD �m-, O w N mcn Z rrri -------------- N N n w c == w n W , N n cn rn o O j f m ca Cn Cn O V O Cn co -A O cD W O H O C) V O O Cn Cn O w N tp ;� O O io O: A Z G7 to .p O -- Cn N w w U7 w U1 Ul a) w „ti, tD rn rn w -P_ N •A rmTt r rn r rn r rn r rn r rn r- cn r cn r cn r- cn r cn t- cn r cn r Cn r Ln r cn r � t- -p- r- -p� r -p� r ++ r � r -� t- -� Z CD -p� w rJ � O cD 00 V O Cn -F� w N -+ O c0 00 V CA Ln � w N O Co N COn O p N IMr O N V O O Ui U? O W Cb N CA 'Q O < CN N N fTl As to � v Ln z Oo z rn c; z -P z O z m z O z m z V z CD z z z z z z w z O-4 z z V z V o o O Z O �. 'a O � -+ O � U7 •P (n (n w tD N N O O Cn •P Ul w O) tD Ui CA V Ln W r o�-- D c4 jcocrocn�cncnc+ D c3 ---L D -r>-c;+c,a;;cA4400i- co m -1 � Pc:,ovioo+-1c4ctcr! Z 0 p C7 CJ p c.cn - o 00 O O m Z O �! CP N w cA C,t a) ®? O UV -? O O Uy -pt U7 ® N 20_ c j V D m cn cn (n z m Cb O a� N O cn C CIR. w O .{s Cl o -P C.i vi -� w 67 32 I (Ji OO V Do V Cb O a V cl 00 a) CD Cn O O tD O) O w N mcn Z -1 m �mrrir*im I cn ^Tl mr*i�g I `D ��mm������G)co I CD ca ...., to rn Ga N^O N w ^^.,1 rn rn V cD w �,, rn rn V- cn rmTt Ln Cn V DD Cn m N N O OD OD OD N GJ cn (o �I j O W O OD v rn O V cD m Z Cb v v w v O v v O�' O O rn rn 0 cn N u4 of O -P L'iN O Cn Z r 00 r- 0000w0000co00 r r -r r co r r- r r V r V r V r V r V r V r -JV r r V r vrnrnrnrnrnZ r r r r r O CD V m CA � w N 00 O to 00 V rn U7 � w N -+ O co 00 V rn cn O Co N COn O p N IMr O N V O O Ui U? O W Cb N CA 'Q O < CN N N fTl As to � v Ln z z z z z z; O a? z z z z z z z z z z z z z z z �. 'a GW co Cl w 00 V? cD N to 00 N n; --Z m O O N O W N w N O IV w wA N +�00 0OD OND w m Ln V a) V m V a) V Ln CA r o D c4 N) D c3 ---L D -r>-c;+c,a;;cA4400i- co m -1 � V Z 0 p C7 CJ p c.cn - o 00 O O m Z co M ra N cCt ry -;-(,w D o -L - cn N cn rn a> cn o cr w ao cr D m cn cn (n z m Cb O a� N O cn C CIR. w O .{s Cl o -P C.i vi -� w O z I (Ji 00 V Do V Cb W N CJD � cD O g 0-0 a! N'o O O t0 O N w N mcn I m �mrrir*im I cn ^Tl mr*i�g I `D ��mm������G)co I CD ...., to rmTt rn cn in N N Oo rn N rn w 0 o W rn rn v rn rn m ip�N rn O t0 O O O rn N N Ut N N co O w cn Cn Z Cn Cn OD O O O OLH O Ln CO v .A N L4Ur O _ 00 cD (n N� ca O 00 O O O O O --{ rr- cD O r- co r (o r co r CD r co r c0 r EcD r r 00 r 00 Z O CD m -j (M U1 � w N v O CD 00 C) N Nr zzZzZzz-,F-;F En C/) v 00 -j 000 to tO ZO Z z Z N N N N IV j N (+� Ui co -f: a) 1 Q) O Co N COn O p N IMr O N V O O Ui U? O W Cb N CA 'Q O < CN N N fTl As to � v Ln MM cb tS N� (, j O a? M ..m... :E :E ::9 g rr? N _ C �. 'a r -i...., �..... �..... z. 1'' I 0 00 N V N V O 8 V 0 fTl V I +�00 0OD OND "4-,J D D 00� 0 0 N 0 N 0 O 0 m D D D D D D D rn� co m -1 � V Z 0 p C7 CJ p 2 O O O 00 O O N Wozo C M D D D D D D .p -c'. Ui N O w cn co w ti o w cn 0) (7)cn cn cn (n z m Cb O w N . O 00 0000 J 0) COn 41 W N O m W w (A O VcnO n > v co O O m 0 N� Ig I N Nr p C/) v 0 -j 000 to tO J wO �-t�-t- N N N N ON r °° -0� p Cp j O 4p a? Ow CSO � w Gi (A Ln cn (A (A Ln (n O Cl N N PTI mm U) M -0 0 O < -- -T, r D v C7 MM m O m D %n oo000tJ 0� Z G7 =j O O I o� _ C rte..... t --t...., r -i...., �..... �..... - 1'' I 0 00 N V N V O 8 V 0 fTl V I +�00 0OD OND "4-,J D D 00� 0 0 N 0 N 0 O 0 N 0 o 0 Cn c n 00 oo 00 N N 00 CCn Ln00 N N o0 00 00 00 CVD (VD � P O co m -1 m 0 0 0 0 z �MCm 00 O O O O Cl O O O 00 O O N Wozo C M M -i m a, � .p -c'. -' O cn co w ti o w cn 0) (7)cn cn cn (n z m Cb O a� N O cn C CIR. W v V p p V v O O G7 (° ;:a r N I cz ;C)O 00 .-Z 00 00 Un a? O O N w (n •P N tD W N CJD � -i S W x -n 0 v mo m N 00 O D {' - - Z m M Cz WESTERLY LINE OF THE NORTHEAST QUARTER OF SECTION 18 _ — €N00'27'06"E 2638.85'1 (N00'26'34"E 2638.90') r✓' �v O rmTI Z o x p m o Lo.� — \ _TJ c\DZ77�Z:�N v Z z o \ \N Ar D; n0D -� rn00 rn w v, \ CNpV� v m—Z D Ui o D0� . Z U) Tl cn D - - - O m j� mz D _m Z n > mom z m 0 N� Ig I Z a ��Y C/) I 0 A nmjo rOm>tn c� 0 O °° -0� cn� I4. c0 W D K:m IDC KD0;u-' 0 -I M z C> PTI mm U) M -0 0 O < -- -T, r D v MM m O m D %n oo000tJ 0� Z G7 =j O O I o� _ C I wm cn r- D 0 OBD - I 0 00 0 nr- =Ocn-i I 0 fTl V I C) o z 0m O i m D -' I I U) �? N C C U'cZZC Z Z -1 m *4 z �MCm (n 0 D O Wozo C M M -i m a, n 0 rn C O r m ti Do ; CA) m D D r pmo -� co- -O O M (° ;:a r N I cz ;C)O o N �;um� n = i v m I mcn I I cn I `D I CD m -0zov 00 L 1 N \ �� C7 rri w 2 C14 06L18 \ a \ o C-) 0 / o ch eta �1 X23 ry \ fN6 cn / L94(R)V X70 �� N tr7 �' o N6g94g, r j / \ 519, 78h o OT 1! LO \ �6'• 1 RABDOp ozi v `CD >u� X8995r3, / ROADPEAK N \ \ 38i co W CA\ r \ V oo o N r w -(14 I / 0 W\� V1 U� ---b I / n� p� a V r N = i c, ch QN 00 do A n _o a n H °° ap O N C cN rn Z r No A L42 `� �0 v O w w Ovo r r �R�-_ csi �� Ov 00 V o i L44 L9 rn v W _ YAEGER MESA ROAD, _ o , i o I cnc,, p N 1 v I v I `�\ cO n cn 1 v / (A (Z:o� Cn r O ti --4 v 01) �8541 p)»w L4$ (Zb N3 /X128 X576 II 0')- )0) w 6 5) V Ls� o ng X v 00 (o Ul v((N844,5' 00 NO cljaW�� R \ O / \� \ /i T ' �' Z `sg L55 O <s61 o rn V \`\/ NccV �6 am Vic„ Q Q) rr724 o l o 1 rQ LOT " "_ �/���• � D (n ' SERRAN0) �1 0 \��o' _ 1 m LDEQ,o' / oor- - o ( LANc w 14 q o 'a �� cn i I o oho c0 o / o I 1 I c N \ cn 00cz07 O , D co /po OD co zo co fI+ rn 00 o b <d, p1 rJ t a O rzb t0 a N v w �- - I o pal Q l� N�� V r to O Imo( C,r\� \�! p n\N\ Nn X* quo r O -� �. CN cD�-o m' cND L7 �w _�~� y ��� � lyj 24 / \rtc�o I npm0� m C7 Tt —L_ 00 , I � , - I �N / TJ w > I N Z v jZ� r v oD I CD C N Cn N \D N I v v \ N� Z( v r Nr /W P= m Z0 I n\ 00 mCA D O ConOD\ / /� a �,. v I --.""i N Oon_m I ��NZ(n b / ;;u \comm -o c�� F{r,�Z� p�— "� —°p I -_-I Im-I �r �� \ a W� /v N oonmo 0 �wI'1Z ZU, \ \ O C,i / W a °'/o, z�m w�mm I onz zr= \I���� cern _= = ICON ,` ��%cH cncD' �om� o pp Oo m Z IGj O \ a i _ J ^ CN �/ c, p _ r O O O n n c� O O i '� /'� / �`" cD O I n< cn nl n1 a 'G -� rs -NTi Nacj JJ of v C� / O 0 co 413.94'1 [414.12' pp ( o RS 23 612196.06' (NO2'32'27"E 2195.86' ' 60.55 60.55 oN) l )[2195.84] €—[ ]_ RS 52/24 NO2'32'14"E 2610.00' LN19_19'26"Ej LR i r 25.05'1 o [NO2*32'30"E 2609.96'] .. (N19'19'23"E) (R) ��ooy --x 1 r O co O O origir�aD aoaa - 050$35 C7 O z m O z z 0 M r n � h o D c GRID NORTH o m v D 00 z r�U Q) o NORTH 'm n r O 0 N 0:E m O T'I co N m m U) Z D O m D _m Z > mom z (nWD Z Noc 0 rOm>tn c� 0 O Z_o > z z D rrmz�0D KD0;u-' -I M z C> PTI Z U) M -0 0 MZ D-i� D m000 m z � z m D %n oo000tJ 0� Z G7 0 0 oo1 > ozl O _ =ornrm--- CAm cn r- D 0 ■ M N o ;a U 0 nr- =Ocn-i CA) 0 fTl >W=Z C) z 0m O m0zD C C U'cZZC Z Z -1 m *4 z �MCm (n 0 D O Wozo C M M -i m a, n 0 rn ' O r m U 0 0 CA) zco D r pmo -� O M Z D C7 O z m O z z 0 M r n � h o D c GRID NORTH o m v D 00 z r�U Q) o NORTH 'm n r O 0 N 0:E m O T'I co N m m U) orig�n�P ?-02 2 - 0502 835 IN THE UNINCORPORATED AREA OF RIVERSIDE COUNTY, STATE OF CALIFORNIA SHEET 5 OF 9 SHEETS TRACT NO. 30760�3 8%BEING A SUBDIVISION OF A PORTION OF PARCEL "B" OF LOT LINE ADJUSTMENT NO. 4786 RECORDED JANUARY 13, 2005 AS INSTRUMENT NO. 2005-0036366 AND AS SHOWN ON DOCUMENT RECORDED JUNE 10, 2009 AS INSTRUMENT NO. 2009-0294896 OF \ OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. LOCATED IN SECTION 18, TOWNSHIP 5 SOUTH, RANGE 5 WEST, S.B.M. �g K&A ENGINEERING, INC. JUNE 2005 --� €N80'00'16"W} €N75'56'01"W €N76'08'32"W „ €N6550' €N76'13 13 W� €N76'16 52 W� 36 Wl 66 *17153 R) 147 F o €65.18'1 €65.00'] _ €65.00'1 €73.08'1 €60.71'] f69•29'j 51 �� o o �C14 C) O0 --0op �� o ,'-_ Z W -� 2 O d- co 3 -'� 5 6 i o n N 1 -'�' w 4 W w s�. ---� C' _ o o � Cl 7 �°' r`� `S Q CONVERGENCE L PT MEAN PROJECT LOCATION � � � � N � � � o � w � -00'39'07.81999» a -� ISI -� -� I I _ _ o� N N8 _ clq ((-- _ z A-=3'47'20" z �' N N�v SCALE. l"40' I (r4 1 0' 0 9 1 4 z ° ��o2j, nR=328.00' L=21.69' ,� A'428'07"z d 10'17'47„ z A``� ° � �`'� 79 I 2,Q� J J 65.00 65.00' 43.33' 58' R=�00 '`�' 6' s' 0 40 80 120 160 Q L _5 8.1 3 36.64 L-25. 00 �. ^ r' o 49 " N75 46 57 W 209.97' L -4 31.4 =17.97 _ i ,�"�°� .o`o 8 ,sem w o ')) �_ 7.27 24 , D-25'06 h 34 10'09 14 w r (p 05 R=300.00 "' N75'46'57"W 209.97' g 28•00 55.72' 27 18.15' 2284' L =28.9 3,1 tiDr ' L=53. 1 7 "' 166.97' 1 5'27" N67 31'30" 40.99 ' •4.49' %((43.05 )i' \\ 4.54'' 43.00' 43.00' L =43. N6T N77'4917 W R� 8� ((43.00)) [�=1 0'09'1 4"� N ((N75'46'57"W)) N _ R=300 pp' 3 '30'W 139.43' 4-�2•�60 `�-\\`��9 ' R=272.00 123.97 �j,� o0 6,o- 78 85'56'11W) ((34.54')) L=48.20 111.41' p. , A=8'15'27" gLOE 83.71' ' m ((N 2 L3�r 85.63' `�� 6s MEsq COV 25.95 ((12.56') -' - - - - - ��y L=39.20' N6731'3p„ RT ' �. Cn w TN76'27'54"W 96.37' ------4-------- R=272.00' 36.23' W 113.48' Z 9 " 3 N34'21'23"E N N 4=8' 1 5 2 7 77.25' F,P, �F 9.83' z a; N59'13'03"E N 2� w r'- w o_ � LA N N 21.21, N �126,9g, 77 - 86 _ - _ 19 0 18 � F`,, '`� `� 10 o ' 112.42' �oo� rio� opo �2 CD t N81'35 23 W(R) - co C--4. o cv ;v - - 4. N II � 11 cr Nco ol c5: b'- rn TR 30760-2 N _ 1NMB cp !is co 76 1 ul CA 00 I 20 0 8 5 L z N 33.41' i 01�. S 6 m 66.59 1oo.0o' 1 % w ` N86.26' 51» 5 �° 6, 51"w 111.24 28 � z z o N86 2 ,, N N��� C) z t1� a 20 zoo , �� `��,_ s��°o_ o m J w o w w ��g1 otic -'� 12 Z � w LA w o o r� �� rn ' g z OD o o coos �, W o �' s �? co Z _-- ALCD OE MESA 84 �' I 0 �' 16 ����� - �� `��°oo,so, .ti�`�2�ti OAp o 100.00 '�g,-'� s ,�o �g w ELL R To " o w �g s. s., - �' , BC o t486-26'51 77.54 _� ° N5c: 00�'I°�� o �,�5', INT• r 'S6'15,w� 34.4_9 - _ _ N86'26,51"w 111.60 4 o . 9Pl-��F" ��: 1�� o , ------ �4� 00 i TO "C�L [43.0 "Lo STREE "� - ccL� �`� o '�' - 13 ARTEMISI A T 43.00 C6 21 w I A RO RD r �� .- MES I �, �i r o rn °O ` i AND ALOE z N a, 16 r► oil o 0 C »» o y . w SOT E 83 per' 15 v ` • v / o N8626"1s o 5622 �.9 '� • , , �� . OPEN SPACE / o w94' -N--111.X'o� i N86'26'51 nWcr 31 l / f / Z zco - - - - f�,Q2 00' ui ID 14 DETAILA \ o 82 �, �Ln (.0 o �� N o0 0� / 54 J� N.T.S. \ �n w cp a,�� NOTE: \ :o � _rn ^ OPEN SPACE 23 \ �' ^� \ ? , N83.54' 44"W 106.02 CONSER VA TION SEE SHEET 2 FOR INDEX MAP, EASEMENT 128,93 I o ,� '� NOTES, AND VICINITY MAP. N83'54'44»W o Zo •� z \ TR. 30760- -' ��, MB 48Z/s3 - &s o m 23 amu, �� SEE SHEET 3 FOR BASIS OF BEARINGS - DATUM STATEMENT, GPS TIES, SURVEYORS NOTES AND LEGEND, AND ECS NOTE. SEE SET 6 OF 9 AFF qHFFT 4 FnR Rnl1N0ARY. aju qv j' LINE TABLE TABLE NO. BEARING DISTANCE L1 ((NO4'03'49"E)) ((28.00')) L2 N75'46'57"W 7.78' L3 N75'46'57"W 18.00' L4 N14'13'03"E 12.00' :d aju qv j' CURVE TABLE N0. © R L Cl 2'32'07" 472.00' 20.89' C2 2'32'07" 500.00' 22.12' C3 2'32'07" 528.00' 23.36' aju qv j' IN THE UNINCORPORATED AREA OF RIVERSIDE COUNTY, STATE OF CALIFORNIA TRACT NO. 30760�3 BEING A SUBDIVISION OF A PORTION OF PARCEL "B" OF LOT LINE ADJUSTMENT NO. 4786 RECORDED JANUARY 13, 2005 AS INSTRUMENT NO. 2005-0036366 AND AS SHOWN ON DOCUMENT RECORDED JUNE 10, 2009 AS INSTRUMENT NO. 2009-0294896 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. LOCATED IN SECTION 18, TOWNSHIP 5 SOUTH, RANGE 5 WEST, S.B.M. K&A ENGINEERING, INC. JUNE 2005 � o o Z z o j CONVERGENCE L PT MEAN PROJECT LOCATION _ -00'39'07.81999" SCALE: 1 "=40' 0 40 80 120 160 \ 22 or, n4 aM -06029L35 SHEET 6 OF 9 SHEETS LINE TABLE NO. BEARING DISTANCE L1 N83'54'44"W 4.50' L2 N06'05'16"E 16.00' L3 N06°05'16"E 8.66' CURVE TABLE NO. ° R L Cl 1'55'02" 500.00' 16.73' %%E %EET 5 0f:,q \ TRACT NO. 30760-2 \ 82 MB l8l/�0- %)�5 m N8,354'44"W 128.93' 5 6' 22 24 23 28' ' 28 0 1= '1 v m mm N83'54'44"W 10 ' m - 6.02 81 LO 87 �f� w� UTE OPEN SPACE Nos•3To3"E W � 23 26.09 0 _ � N84'32'51 "W N77.17'13 N89'30'19"E 172.04' o I Z �'' 6' o 66.09' J z ai W N� • ' 6' � 57 pg 31126.'W N�0 3 clq0 €N38'32'47"E '403 N57'34'27"E N62•11, So 56' N7735',34» w N83'57'06"W 14"W 54'44"W 3 z W w {12.56'1 7.11 38 4g 659"W N7�30'p2"W N83'S6' N83. 1 ° 06' .E N64' 13.541 '32"E 2 6131'51, N 54' 18' Si 44' 50.38' 50.99' 59.89' L1 N83'54'44"W 117.58' CD 96 E 19. �03'24»E N56 5553.,E N61.10'20"E N55'54'18"E N56'13'43"E O coo 21.68' 14.02' 12.41' 9.99' 1 m z N ^ o G� 77 w 72 w 73 z o CD o Z 24 s ;� N 74 _� o o O Q L, i� v w N r J p :`) ^ n N N ^i � 00 Z o � �/ W W ^I W N o `� 75CD 76 77 78 79 80 w 1 w €N3$•o9'35"E z z o � � � o o o-- ------- N83'54'44"W 120.91CO 1 9.44 Z ;'� N a6 °=5'32'03" 4=2'37 N c" o L =6 0.6 6' '36 °= 0'03'24" o; o I o rn � z 'r-0 I n rn o^' c :- z L=28. _ 16 z D=16 �4'OS" R=62$.00' L=176.13' 79 3094' L 1. ' o z l J n �� o0 0 0 z. � o N 25 0 TO E. C. N81'45'1 60.04' °=3.36'55„ - a 11 ,n l �� o U, N 8 W 90.98' L=73.95' °=3'46'00" " '� �, .- -'� �� �� v N3 p=1 6'04'08" R=600.00' L=1 68.27' _ L=77.05' ° 1 '50 35 h, 1 a J'ii N °-g• L=37.70' 34.40' 62.40' 61.00' 6 • o --------- - -- o ' ,� - `L �O � a w o -TO "E.C." N81'45'18"W 16 54 R=1172.00' L=189.86' N88'57'48"E 221.72' ��`o €N40'03'31"El _ 90 98' �- TO E. C. N o ' 1 6'54 N88'57'48"E 263.29' cam' €9.86 W p=16'04'08" R=572.00' °=g• , - - - 41.57' c� N89'30'55"W 119.46' L=160.42' ;� R=1200.00 L=194.39 cD L -72.39' N81'45'18 44.16' "w °=7.15'04" ' 90.s8' � LOS PINOS PEAK STREET -00 5816 LOT C N W 56 L=8.44' 32.82' °=9'16'54" 26 =~ , L=31.67' R=1228.00' L=198.93' N88'57'48"E 219.13' N 00 00 OPEN SPACE 00 '050 44" t1=1'28'40" L =6 5.9 3' L =6 5.5 9' 61.00' 64.45' tiQ �� N -00 M o °=3'04 33" L=35.74 28.68 65.00 °=3'03'37" `S�6;Q9- `° o N ;,� o 1'40'04" ��3 €N42'54'41"E ? TR. 30760- "� � �r 37 36 N o 0 0 i\W Lu 11.65' MB �8 Z/S3-�O w 35 © cl� c-ao, N N89'30'55"W 106.45' 00 CN 34 33 co t4)W 32 Ld 31 30 28 z Z o N � !� W Lv , C) W cp N N U -)W Z Z o 0 02 7 "� N Z CO d OD O Cep N Z Co o cCD �D j w p c6 cp N Z Z _ CD Z O Z w„ 55.90' 65.30' 67.98' 72.00' 71.20' 67.46' 65.02' 61.02' 76.96'28.00' 28.00' 97.26' €N89'30'55"W 1296.55'} NOTE: TO "CENTER 1/4 CORNER SECTION 18" €N89'30'55"W 2569.41'I (N89.31'27"W 2569.35) TO "EAST 1/4 CORNER SECTION 18" LOT " F" SEE SHEET 2 FOR INDEX MAP, EASEMENT 1' BARRIER STRIP NOTES, AND VICINITY MAP. SEE SHEET 3 FOR BASIS OF BEARINGS, DATUM STATEMENT, GPS TIES, SURVEYORS NOTES AND LEGEND, AND ECS NOTE. SEE SHEET 4 FOR BOUNDARY. LINE TABLE NO. BEARING DISTANCE L1 N82'10'34"E 16.57' CURVE TABLE NO. A R L Cl 10'17'47" 100.00' 17.97' C2 €17'41'43"1 €66.00'1 120.38': IN THE UNINCORPORATED AREA OF RIVERSIDE COUNTY, STATE OF CALIFORNIA TRACT NO. 30760�3 BEING A SUBDIVISION OF A PORTION OF PARCEL "B" OF LOT LINE ADJUSTMENT NO. 4786 RECORDED JANUARY 13, 2005 AS INSTRUMENT NO. 2005-0036366 AND AS SHOWN ON DOCUMENT RECORDED JUNE 10, 2009 AS INSTRUMENT NO. 2009-0294896 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. LOCATED IN SECTION 18, TOWNSHIP 5 SOUTH, RANGE 5 WEST, S.B.M. K&A ENGINEERING, INC. JUNE 2005 , w a¢ Z' 64 o a a 65 48 N :2 cd � d N7g58'09"w 118.92''� o m SEE ET 9 OF 9 �w 1 :1 . ^70 0 O to z o -.J .? N� 47 z ) oN N N N 74 28'32» wIR a i28' 28' N7g 53 58'Og'•W 118• O6 � � � O � co ^• OPEN SPACE oar CONSER VA TION 46 TR. 30760-1 I-) ,co o l oc),I Q Z MB ¢sz/5l -w N 2 I Cl €NB5'04'48"E 112.53 n II irk m I N O Icz €N85'04'48"E 113.89'} � 4 I N86'08 09 E(R) v �7 NOTE: SEE SHEET 2 FOR INDEX MAP, EASEMENT NOTES, AND VICINITY MAP. SEE SHEET 3 FOR BASIS OF BEARINGS, DATUM STATEMENT, GPS TIES, SURVEYORS NOTES AND LEGEND, AND ECS NOTE. SEE SHEET 4 FOR BOUNDARY. 87 OPEN SPA CE N83 59.03 z 0 CA N A=1'36'58" p=3'12'06" 67.30' 34.94' L=33.06' L=65.49' N88'58'09"W 102.24' A-8'51'17" R=1172.00' LOS PINOS PEAK STREET 62.05 _ _ A-8.51'1 7" R=1 200.00 CD rnv, ps, 102.79' o p=3' 1 1 ' 28 L=65.28 L=181.13 L=1 85.45 gno�iYAOLP Zaa - 0502835 SHEET 7 OF 9 SHEETS kA 0 0 z Z o � CONVERGENCE L PT MEAN PROJECT LOCATION = -00'39'07.81999" SCALE: I"=40' 0 40 80 120 160 N87'42'51"E N82'41' 27„ E 67.03' 62'95 N55'39'10"E 5.39' z 0 cs; rn rn m CD41- 71 70 �! W O 00 X0'50 45 N L=17.30 p2-122 40" L=5'31'49)) L=26.06 L =60.6 2' L1 p=1 6'04 O8" p=1 6'04'08" N Q1 , A =1 6-04'08" 0 6'3 66 4„E 09 W 164.29 „ LOT »C99 ' L1 L=71 .41' 45 ` 00, N80.44)0 N88'58 09 W L=1 89.78 �g x,13 ) 4099' 61.51' �p 8'51'1 7" 1 R=1 228.00' _ • 8,42) p=7'09'1 0„ L=35.25 S� 3• 0 7.76 36.55 24.96 L-35.48 L -6 0.0 L=59.04 1 3 `b• i S� • 0 31.59' A=2' 47'5 9" D=2 45'16" 8) ee 2S )' � o L_ 17.97' � A ---l-39'20" `' o z �OB.1 g'10" zo L=26.87 of R=100.00 ; o z o J 11=23'19'25" 10'17'47" ,' o , � Ci�. N O 06 01 ,O \ 44 W 40 39 38 37 \42 41 43 0 0 N z p J \ s�cli 1' 81.92' 63.68' 63.56' 65.66' 64.94' 11296.55'1 TO "TRACT BOUNDARY" TO "CENTER 1/4 CORNER SECTION 18" €N89'30'55"W 2569.41' (N89'31'27"W 2569.35') 62.49' TO "EAST 1/4 CORNER SECTION 18" 54.99' 72 R=628.00'L=1- 7g N8 6018„E 0 NB4'18'06' "E 59.47 51.69' --� TO "B. ' N61.4659 N62'48N83'20'18 '28''% z 6.30 o 0 0 L4 0 67 z 68 66 w L C CD Z O � 87 OPEN SPA CE N83 59.03 z 0 CA N A=1'36'58" p=3'12'06" 67.30' 34.94' L=33.06' L=65.49' N88'58'09"W 102.24' A-8'51'17" R=1172.00' LOS PINOS PEAK STREET 62.05 _ _ A-8.51'1 7" R=1 200.00 CD rnv, ps, 102.79' o p=3' 1 1 ' 28 L=65.28 L=181.13 L=1 85.45 gno�iYAOLP Zaa - 0502835 SHEET 7 OF 9 SHEETS kA 0 0 z Z o � CONVERGENCE L PT MEAN PROJECT LOCATION = -00'39'07.81999" SCALE: I"=40' 0 40 80 120 160 N87'42'51"E N82'41' 27„ E 67.03' 62'95 N55'39'10"E 5.39' z 0 cs; rn rn m CD41- 71 70 �! W O 00 X0'50 45 N L=17.30 p2-122 40" L=5'31'49)) L=26.06 L =60.6 2' L1 p=1 6'04 O8" p=1 6'04'08" N Q1 , A =1 6-04'08" 0 6'3 66 4„E 09 W 164.29 „ LOT »C99 ' L1 L=71 .41' 45 ` 00, N80.44)0 N88'58 09 W L=1 89.78 �g x,13 ) 4099' 61.51' �p 8'51'1 7" 1 R=1 228.00' _ • 8,42) p=7'09'1 0„ L=35.25 S� 3• 0 7.76 36.55 24.96 L-35.48 L -6 0.0 L=59.04 1 3 `b• i S� • 0 31.59' A=2' 47'5 9" D=2 45'16" 8) ee 2S )' � o L_ 17.97' � A ---l-39'20" `' o z �OB.1 g'10" zo L=26.87 of R=100.00 ; o z o J 11=23'19'25" 10'17'47" ,' o , � Ci�. N O 06 01 ,O \ 44 W 40 39 38 37 \42 41 43 0 0 N z p J \ s�cli 1' 81.92' 63.68' 63.56' 65.66' 64.94' 11296.55'1 TO "TRACT BOUNDARY" TO "CENTER 1/4 CORNER SECTION 18" €N89'30'55"W 2569.41' (N89'31'27"W 2569.35') 62.49' TO "EAST 1/4 CORNER SECTION 18" 54.99' 72 R=628.00'L=1- 7g -� TO "B.C." R=600.00' L=168.27' --� TO "B. C. --- TO "B. C." R=572.00' L=160.42' CN 110 N W 4 00 0 0 0 z 36 0 0 z Z Cl cs CONVERGENCE L PT MEAN PROJECT LOCATION _ -00'39'07.81999" SCALE.- 1 "=40' 0 40 80 120 160 or�ginaP aoaa-o5o�s35 IN THE UNINCORPORATED AREA OF RIVERSIDE COUNTY, STATE OF CALIFORNIA TRACT NO. 30760�3 BEING A SUBDIVISION OF A PORTION OF PARCEL "B" OF LOT LINE ADJUSTMENT NO. 4786 RECORDED JANUARY 13, 2005 AS INSTRUMENT NO. 2005-0036366 AND AS SHOWN ON DOCUMENT RECORDED JUNE 10, 2009 AS INSTRUMENT NO. 2009-0294896 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. LOCATED IN SECTION 18, TOWNSHIP 5 SOUTH, RANGE 5 WEST, S.B.M. K&A ENGINEERING INC. JUNE 2005 ' O O I W I � I TRACT N0. 30760-1 N8€1.7 6TH W €N86'18'S7" I �► � - - - MB �B?/5,f-G� 42p'36"E €75.54' W� I N7 � I 35.91 � €N48'10'41 "Ej I 5 6, IN87 46 27 El 5,13, 40 E� €12.90'i 28' 2 73 �N85'02'36"Ej €50.92'1 '� 2 45'>; a o 8 ' €N42'30'26"Ej N I �NB4'25I41"El IN84.46'44"Ej 151.45' 57 X55.53'1 €N42'52'16"Ej I OPEN SPA CE ,10 E� X12.06'1 �N67'43 IN42'06'23"El 53 OPEN SPACE 6�00? 0 53 CONSER VA TION �5��9 ��5 �-� N 52 k TR. 30760-1 MB f8?/S3 -63 5Lo1 / N L-- 10'17' 47� R=100.00 N o`er �J 4.13 L=17.97' 6' `�vp �� �?� 1.53' S$ 36.86' 40.99' . 50 N87'10'27"E oCIO I €N89'45 I €N7958'09W»'45'�w�R)� v 34.98, I 110.94'1 bo F. , �\ 1 C9 €N7g58'09,.w 114-44'1 11 62 Cbh 49 65 Irn o 00 cv I N 7g �, '� 58'09„W 121 02' ^ S 6' N I (10 u-, � . o 28 ;7 I ^ �. N 28 0 31, o z g1. rn E 1 ,? 48 o 0 C I Q� N77.3146 I I50.71 N42'45'17"E €13.33' Z z cr+ N r Q o IN42'45'17"E} €13.05'1 2 57 N J I I� I MB �� (/ 0 - q0 I N7958'09"W � Y Z Z o 55 N 118 92' o Q W l N 54 \ o "\ N Lo 562 `\ \ �=11'11' 3'3„ \\ l / \ o_ o 552' �=64.08 L=69.70' 328.00 �- - - C5 47 z Z o -D g1.Op a U � z NOTE: ((6'01'55")) ((300.00')) Q SEE SHEET 2 FOR INDEX MAP, EASEMENT 18'12'24" �� z NOTES, AND VICINITY MAP. 10'30'11"1 o Q SEE SHEET 3 FOR BASIS OF BEARINGS, 87.26'24" 66.00' 100.72' DATUM STATEMENT, GPS TIES, SURVEYORS NOTES AND LEGEND, AND ECS NOTE. 7 OF 9 SEE SHEET 4 FOR BOUNDARY. SHEET 8 OF 9 SHEETS N85'10'20E 73 150.73'1 I50.71 N42'45'17"E €13.33' Z z cr+ N ;:z 58 q C, I rn I r -TRACT NO. 30760-2 IN42'45'17"E} €13.05'1 2 57 N J I I� I MB �� (/ 0 - q0 €13.05' W o 56 o; Z 1 tL 1� � �' I^ o I J Z o 55 N ((272.00')) 7 4 l N 54 \ o "\ N Lo 562 `\ \ �=11'11' 3'3„ \\ l / \ o_ o 552' �=64.08 L=69.70' 328.00 �- - - C5 w_ , R 1 2.1 0' 29 C8 ((6.96') ry -D g1.Op 300.00' 63.75' 61 pp 00 CtD 3p7 g8 `� .. C5 r TRABUCO rn 61 pp' N76•52'40 E c1 c2• PEAK ROAD N 1-=85.31 61.00 ,6.52,40"E 386.46 `O� „Ae� 61.00 4p2' 1 7?58' 18„ C3 N oo I Agv(,� PE 76.52' 40 N 61.00' Z o- 59 62.33' w 64 0 rn �! N67•33'41"W 7 .g7 55.97, N78.53'12 W 6CD0CD ? N 61 N 27 Lo ?62 c'- N50'36'23"E 0 63 N47'50'44"E 14.94' o+12.35' N44'2042"E 39.73' 87 OPEN SPACE 13.28 51.53' N86'18'51 "W N45•21'46 E 50.66 N89'55'30"E �, r- N69•28'25"E N86'06'24"E 10.69' 50.60' • '22"E LINE TABLE NO. BEARING DISTANCE L1 ((N00'56'51 "W))(R) ((28.00')) N81 55 12 ((N00'56'51 "W))(R) ((56.00')) 50.64' N82•24' 30"E •• ��4;V7021#1 70 71 72 73 a.� CURVE TABLE NO. A R L Cl 12'10'29" 272.00' 57.79' C2 ((5'47'49")) ((272.00')) ((27.52')) C3 ((0'14'06")) ((272.00')) ((1.12')) C4 ((6'01'55")) ((272.00')) ((28.64')) C5 18'12'24" 272.00' 86.43' C6 12'10'29" 300.00' 63.75' C7 ((6'01'55")) ((300.00')) ((31.58')) C8 18'12'24" 300.00' 95.33' C9 10'30'11"1 166.00'] €0.58'] C10 87.26'24" 66.00' 100.72' a.� IN THE UNINCORPORATED AREA OF RIVERSIDE COUNTY, STATE OF CALIFORNIA TRACT NO. 30760�3 BEING A SUBDIVISION OF A PORTION OF PARCEL "B" OF LOT LINE ADJUSTMENT NO. 4786 RECORDED JANUARY 13, 2005 AS INSTRUMENT NO. 2005-0036366 AND AS SHOWN ON DOCUMENT RECORDED JUNE 10, 2009 AS INSTRUMENT NO. 2009-0294896 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. LOCATED IN SECTION 18, TOWNSHIP 5 SOUTH, RANGE 5 WEST, S.B.M. K&A ENGINEERING, INC. JUNE 2005 06 - o pri�i�aP �1 D5b2- B 35 / SHEET 9 OF 9 SHEETS1 docp- o TRACT NO. 30760-2 MB LLUlip-30 s o \ 23 25 ✓ 24 \ • 40' O9»w N06 �g ��9� N$ 59 a 3 43 61 1 CONVERGENCE L PT MEAN PROJECT LOCATION J \ (�N16'L»w N561 0 2� •�, _ -00'39'07.81999 8.01 1 , 26 � ((N70'3Q15 W)) � �1 N8356 SCALE. 1"=50' S g + » `J 27 \ W j ((N71'30'39"W)) 92.48')) 0 41a E �_ ` s �� �� 40 0 50 100 150 200 \ ((N16'12 06 ((61.68 )) X83 51' o8, 12.41 �� ` � � � 259 31� N19.3a 0. ' 149 1� 5 +53' E 79 Q� 60 "F, 'S1'+w N56.55 O V 4�.5p ��` N861� N72'30 02 2168 78 00� _Q654.18 SCP. ON o OG 12 51�'Sg0`� $7 N70'32'39"W Ng1g03'24 E rn. ��ti �0 <� 61 �+ �ti �� OPEN SPACE 49.65' 77 2ti g �► , �� '11'26»W N61'31'51"E .�'I' 4a�- 262 �. 2.02 ACRES N73 21.96' 1 506�°,Lp� F- 50.56 76 62N64�01'32 E 6 13.54' b +•0 ti° O "W N621138 75 63, �`��� ���� 6 321 74o '1a9 a 5 6 73 O� w �O. •6o 0� Ri _� _ 00 - 64,���`� ��0 �55�9 72 N ai ;t �'� ',�F' Fj S 6 5 a N o N N � ' � � 6`L• 4518 , rn 65 71 `' 70 vp5 P�NO vp� C D'1 69 O� D�16 68 67 00 cp- �5 •° r, 1 56' 66 2 V-` CIO c�1 22t� ,\ Dia 0 ` 1 N3928 02 09 ,if 16 N8�5a0g CURVE LINE TABLE NO. BEARING DISTANCE L1 N83'54'44"W 4.50' L2 N06'05'16"E 16.00' L3 N06'05'16"E 8.66' L4 N82'10'34"E 16.57' CURVE TABLE C11 ((7'29'03")) 1 ((100.00')) ((13 SEE SHEET 2 FOR INDEX MAP, EASEMENT NOTES, AND VICINITY MAP. SEE SHEET 3 FOR BASIS OF BEARINGS, DATUM STATEMENT, GPS TIES, SURVEYORS NOTES AND LEGEND, AND ECS NOTE. SEE SHEET 4 FOR BOUNDARY.