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14_0344361T 2 S. R.4 W. SEC9 ROAD NAME: PIGEON PASS ROAD PROJECT NAME: TM29597 & 29741 W.O.# ABO6019 WJH RETURN TO STOP NO 1080 RIVERSIDE COUNTY SURVEYOR'S OFFICE 4080 LEMON STREET, 8"' FLOOR RIVERSIDE, CA 92501 CERTIFICATE of ACCEPTANCE of EASEMENT' (GOVERNMENT CODE_ SECTION 27281) THIS IS TO CERTIFY that ^ the ter st in real property granted by the easement dated 1IZ0 /¢- from SFI SMR LLC, a Delaware Limited Liability Company , to the COUNTY OF RIVERSIDE, is hereby accepted for the purpose of vesting title in the County of Riverside on behalf of the public for public road and utility purposes, including drainage purposes, and subject to improvement, and will be included into the County Maintained Road System by the undersigned on behalf of the Board of Supervisors pursuant to the authority contained in County Ordinance No. 669. Grantee consents to recordation thereof by its duly authorized officer. Dated: /& 9 v.f i A. Zb /* COUNTY OF RIVERSIDE Juan C. Perez r ctor of Transportation By: DEPUTY THIS INSTRUMENT IS FOR THE BENEFIT OF THE COUNTY OF RIVERSIDE AND ENTITLED TO BE RECORDED WITHOUT FEE.(GOV. CODE 6103) DOC # 2014 - 0344361 09/11/2014 09:36A Fee:NC Page 1 of 17 Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder S R I IIIIII IIIIIII IIII VIII IIII IIIIII IIIIII III VIII IIII IIII SIZE I DA I MISC I LONG I RFD I COPY M A L 1 465 1 426 1 PCORINCORI SMF sNCHG T: CTY UNI PUBLIC ROAD & UTILITY EASEMENT 0 0 SFI SMR LP A DELAWARE LIMITED PARTNERSHIP FORMERLY KNOWN AS SFI SMR LLC A DELAWARE LIMITED LIABILITY COMPANY ; a Grant(s) to the County of Riverside, a political subdivision, an easement for public road and utility purposes, including drainage purposes, over, upon, across, and within the real property in the County of Riverside, State of California, described as follows: SEE LEGAL DESCRIPTION AND PLAT ATTACHED HERETO AS EXHIBITS "A" AND "B" AND MADE A PART HEREOF SFI SMR LP A DELAWARE LIMITED PARTNERSHIP DATED 711/Z /4- PRINT NAME: Allen Barrett PRINT TITLE: V.P. Land DATED BY: PRINT NAME: PRINT TITLE: Page 1 of 1 CALIFORNIA ALL- PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 State of California 1 County of \ i V Q r On i Z U( before me, �2>1n e L � . J��nSa( N� RAO L\C. e ��_ 6a _ Fe \ Here Insert Name and Titie of the O • er personally appeared )( 4kt1 k L cc e � Name(s) of Signers) ....... _ . ......... ....... ... 4A JENNIFER R. JOHNSON Commission # 2053312 MY N otary Public - California z Riverside County Comm. Ex Ires Jan 22, 2018 Place Notary Seal Above and official seal. who proved to me on the basis of satisfactory evidence to be the person(.$)' whose name(l)y is /are.. subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her/their authorized capacity(ies), and that by his /her their signatureo on the instrument the person(»), or the entity upon behalf of which the personK acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Signature: of Attached Document Title or Type of Q< Number of Pages: --�� Signer(s) Other Than Named Capacity(ies) Claimed by Sign*(s� Signer's Name: \ _ CI Corporate Officer — Title(s): y� 0 Partner — ❑ Limited Cl General EI Individual Cl Attorney in Fadf Cl Trustee El Guardi' br Conservator ❑ Other: Signer Is of Notary Public Signer Is Representing: © 2013 National Notary Association • www.Nationa[Notary.org • 1- 800 -US NOTARY (1- 800 -876 -6827) Item #5907 ❑ In - dividu ❑ Trustee ❑ Other: OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Signer's Name: ❑ Corporate Officer — Title(s): — ❑ Limited ❑ General al ❑ Attorney in Fact ❑ Guardian or Conservator 1 F'�Z�lt4 Ft of 17.R EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SFI -SMR LLC Those portions of Sections 9 and 10, Township 2 South, Range 4 West, San Bernardino Meridian in the Unincorporated Territory of the County of Riverside, State of California, being portions of Parcel C of Lot line Adjustment No. 4691 recorded February 20, 2004 as Document No. 2004- 0118105 of Official Records in the Office of the County Recorder of said Riverside County and reflected in a grant deed recorded November 22, 2005 as Document No. 2005 - 0971214 of Official Records of said Riverside County, together with those portions of Parcel "A" of Lot Line Adjustment No. 4674 recorded December 17, 2003 as Document No. 2003- 983758 of Official Records and re- recorded April 12, 2007 as Document No. 2007- 0248712 of Official Records of said Riverside County and as reflected in a grant deed recorded January 8, 2004 as Document No. 2004 - 0013411 of Official Records of said Riverside County, together with those portions of Lots 1 and 2 of Map of Eureka as shown on the map filed in Book 4, Page 67 of Maps, Records of said Riverside, together with that portion of Pigeon Pass Road as vacated by the County of Riverside recorded $E, ,2 /D 2014 as Document No. 2014- D3435'o8 lying within the following described Parcels: PARCEL 1: (Pigeon Pass Road) BEGINNING at the southeast corner of the northeast one - quarter of the southwest one - quarter of said Section 9, said corner being on the northerly line of that portion of Pigeon Pass Road dedicated as Parcel "E" as described in the easement deed to the County of Riverside recorded November 7, 2008 as Document No. 2008- 0592600 of Official Records in the Office of said Riverside County Recorder; Thence along the south line of said northeast one - quarter of the southwest one - quarter of said Section 9 and said northerly line of said Parcel "E ", North 89 °16'17" West 163.63 feet to a point on a non - tangent curve concave southerly and having a radius of 1033.00 feet, a radial line of said curve bears North 17 °03'12" West; Thence leaving said south line of the northeast one - quarter of the southwest one - quarter and said northerly line of Parcel "E ", along said curve easterly 324.15 feet through a central angle of 17 °58'45 "; Thence tangent from said curve South 89 0 04'27" East 332.59 feet to a point hereinafter referred to as Point "A "; Thence continuing South 89 0 04'27" East 535.73 feet to the beginning of a tangent curve concave southerly and having a radius of 5033.00 feet; Thence along said curve easterly 139.52 feet through a central angle of 01'35'18" Thence tangent from said curve South 87 °29'09" East 2181.60 feet to the beginning of a tangent curve concave southerly and having a radius of 1533.00 feet; Thence along said curve easterly 300.24 feet through a central angle of 11 °13'17 "; Page 1 of 7 11111111111111111111111111111111111111111111111 III rs: 0014-0344361 FFl EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SFI -SMR LLC Thence tangent from said curve South 76 0 15'52" East 83.18 feet to the beginning of a tangent curve concave southwesterly and having a radius of 633.00 feet; Thence along said curve southeasterly 455.83 feet through a central angle of 41'115 Thence tangent from said curve South 35 0 00'17" East 631.71 feet to the beginning of a tangent curve concave southwesterly and having a radius of 1033.00 feet; Thence along said curve southeasterly 72.52 feet through a central angle of 04 0 01'20" to the northerly right of way line of Highgrove Pass Road as granted to the County of Riverside by deed recorded December 2, 1947 in Book 880, Page 38 of Official Records of said Riverside County and as shown on Record of Survey on file in Book 96, Pages 29 through 35, inclusive, of Records of Survey in the Office of said Riverside County Recorder; Thence non - tangent from said curve, along said northerly right of way line, South 88 °08'03" West 22.40 feet to the centerline of Pigeon Pass Road as conveyed to the County of Riverside by deeds recorded February 13, 1952 in Book 1341, Pages 334 and 338 of Official Records in the Office of said Riverside County, being a point on a non - tangent curve concave southwesterly and having a radius of 1500.00 feet, a radial line of said curve bears North 63 0 37'07" East; Thence along said curve southeasterly 261.37 feet through a central angle of 09 0 58'27 "; Thence along said centerline, tangent from said curve South 16 0 24'26" East 70.71 feet to the west line of the east one -half of the east one -half of the southwest one - quarter of said Section 10; Thence along said west line South 00 0 58'01" West 97.44 feet to the south line of said Section 10; Thence along said south line North 89 °21'39" West 7.65 feet; Thence North 15 °21'49" West 138.09 feet to the beginning of a tangent curve concave southwesterly and having a radius of 967.00 feet; Thence along said curve northwesterly 331.49 feet through a central angle of 19 °38'28" Thence tangent from said curve North 35 °00'17" West 631.71 feet to the beginning of a tangent curve concave southwesterly and having a radius of 567.00 feet; Thence along said curve northwesterly 408.31 feet through a central angle of 41 Thence tangent from said curve North 76 0 15'52" West 83.18 feet to the beginning of a tangent curve concave southerly and having a radius of 1467.00 feet; Thence along said curve westerly 287.31 feet through a central angle of 11'13'17"; Page 2 of 7 I I'I�' I�I�II III ��III III I'II �J9 Mi4 if�17F3gR EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SFI -SMR LLC Thence tangent from said curve North 87 0 29'09" West 2181.60 feet to the beginning of a tangent curve concave southerly and having a radius of 4967.00 feet; Thence along said curve westerly 137.69 feet through a central angle of 01'35'18"; Thence tangent from said curve North 89 °04'27" West 396.29 feet to the northeasterly prolongation of that certain course described as "South 45 0 54'52" West 32.21 feet for a potion of the northerly line of Parcel "D" as described in said easement deed to the County of Riverside recorded November 7, 2008 as Document No. 2008 - 0592600 of Official Records in the Office of said Riverside County Recorder; Thence along said northeasterly prolongation South 45 0 54'52" West 1.73 feet to said northerly line of Parcel "D" as described in said easement deed to the County of Riverside recorded November 7, 2008 as Document No. 2008 - 0592600 of Official Records, also being a point on the northerly line of the southwest one - quarter of the southeast one - quarter of said Section 9; Thence along the northerly line of said Parcels "D" and "E" as described in said easement deed to the County of Riverside recorded November 7, 2008 as Document No. 2008 - 0592600 of Official Records and said northerly line of the southwest one - quarter of the southeast one - quarter of said Section 9, North 87 °29'13" West 626.28 feet to the POINT OF BEGINNING. CONTAINING: 6.41 acres, more or less. PARCEL 2: (Spring Mountain Road) BEGINNING at Point "A" described above; Thence North 45 0 13'20" East 34.36 feet to a line parallel with and westerly 45.00 feet from the westerly line of said Parcel "C" of Lot Line Adjustment No. 4691; Thence along said parallel line North 00 0 28'52" West 130.68 feet to the beginning of a tangent curve concave southeasterly and having a radius of 101.00 feet; Thence along said curve northerly 42.25 feet through a central angle of 23 0 57'59" to a point of reverse curvature with a curve concave northwesterly and having a radius of 99.00 feet, a radial line of said curve bears South 66 °30'53" East; Thence along said curve northerly 28.65 feet through central angle of 16 0 34'51" to a point of reverse curvature with a curve concave southeasterly and having a radius of 533.00 feet, a radial line of said curve bears North 83 0 05'44" West, said curve being concentric with and westerly 33.00 feet from said westerly line of Parcel "C" of Lot Line Adjustment No. 4691; Thence along said concentric curve northerly 223.38 feet through central angle of 24 0 00'44" to a line parallel with and westerly 33.00 feet from said westerly line of Parcel "C "; Page 3 of 7 IIIIIIIIII I VIII II II VIII III IIII II l9lt `5t 1400 �� cF EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SFI -SMR LLC Thence tangent from said curve along said parallel line North 30 °55'00" East 10.32 feet to a point hereinafter referred to as Point "B "; Thence continuing North 30 °55'00" East 581.59 feet to the beginning of a tangent curve concave southeasterly and having a radius of 1033.00 feet, said curve being concentric with and westerly 33.00 feet from said westerly line of Parcel "C "; Thence along said concentric curve northeasterly 107.45 feet through a central angle of 05 °57'36" to a line parallel with and westerly 33.00 feet from said westerly line of Parcel "C "; Thence tangent from said curve, along said parallel line North 36 °52'36" East 166.32 feet to a point hereinafter referred to as Point "C "; Thence continuing North 36 0 52'36" East 131.03 feet to the beginning of a tangent curve concave northwesterly and having a radius of 467.00 feet, said curve being concentric with and westerly 33.00 feet from said westerly line of Parcel "C "; Thence along said concentric curve northeasterly 147.85 feet through a central angle of 18 °08'22" to a line parallel with and westerly 33.00 feet from said westerly line of Parcel "C "; Thence tangent from said curve, along said parallel line North 18 °44'14" East 89.47 feet to the beginning of a tangent curve concave southeasterly and having a radius of 333.00 feet, said curve being concentric with and westerly 33.00 feet from said westerly line of Parcel "C "; Thence along said concentric curve northeasterly 141.01 feet through a central angle of 24 0 15'46" to a line parallel with and westerly 33.00 feet from said westerly line of Parcel "C "; Thence tangent from said curve, along said parallel line North 43 °00'00" East 165.49 feet; Thence leaving said parallel line North 00 °36'26" West 19.31 feet to a point on a non - tangent curve concave northeasterly and having a radius of 1033.00 feet, a radial line of said curve bears South 45 0 47'08" West, said point hereinafter referred to as Point "D ", said curve being concentric with and southwesterly 33.00 feet from the general easterly line of said Parcel "D" of said Lot Line Adjustment No. 4691; Thence along said concentric curve southeasterly 70.47 feet through a central angle of 03 °54'32 "; Thence tangent from said curve South 48 0 07'24" East 8.87 feet to a line parallel with and southeasterly 33.00 feet from said westerly line of Parcel "C" of Lot Line Adjustment No. 4691; Thence along said parallel line South 43 °00'00" West 178.62 feet to the beginning of a tangent curve concave southeasterly and having a radius of 267.00 feet, said curve being concentric with and easterly 33.00 feet from said westerly line of Parcel "C "; Page 4 of 7 III II IIIIIII IIII (IIII IIII I III II III III III I III IIII �3a11 I!' 4 f1r7 �.FR EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SFI -SMR LLC Thence along said concentric curve southwesterly 113.07 feet through a central angle of 24 °15'46" to a line parallel with and easterly 33.00 feet from said westerly line of Parcel "C "; Thence tangent from said curve, along said parallel line South 18 0 44'14" West 89.47 feet to the beginning of a tangent curve concave northwesterly and having a radius of 533.00 feet, said curve being concentric with and easterly 33.00 feet from said westerly line of Parcel "C "; Thence along said concentric curve southwesterly 168.74 feet through a central angle of 18 °08'22" to a line parallel with and easterly 33.00 feet from said westerly line of Parcel "C "; Thence tangent from said curve, along said parallel line South 36 0 52'36" West 297.34 feet to the beginning of a tangent curve concave southeasterly and having a radius of 967.00 feet, said curve being concentric with and easterly 33.00 feet from said westerly line of Parcel "C "; Thence along said concentric curve southwesterly 100.59 feet through a central angle of 05 0 57'36" to a line parallel with and easterly 33.00 feet from said westerly line of Parcel "C "; Thence tangent from said curve, along said parallel line South 30 0 55'00" West 591.91 feet to the beginning of a tangent curve concave southeasterly and having a radius of 467.00 feet, said curve being concentric with and easterly 33.00 feet from said westerly line of Parcel "C "; Thence along said concentric curve southerly 185.40 feet through a central angle of 22 °44'48" to a point of compound curvature with a curve concave easterly and having a radius of 99.00 feet, a radial line of said curves from said point bears North 81 West; Thence along said curve southerly 42.71 feet through a central angle of 24 0 43'08" to a point of reverse curvature with a curve concave westerly and having a radius of 101.00 feet, a radial line of said curve bears North 73 0 27'04" East; Thence along said curve southerly 28.32 feet through central angle of 16 0 04'04" to a line parallel with and easterly 45.00 feet from said westerly line of Parcel "C" of Lot Line Adjustment No. 4691; Thence tangent from said curve, along said parallel line South 00 0 28'52" East 134.07 feet; Thence leaving said parallel line South 44 0 46'40" East 33.52 feet to the northerly line of Parcel 1 described above; Thence along said northerly line North 89 °04'27" West 138.04 feet to said Point "A ", also being the POINT OF BEGINNING. CONTAINING: 1.55 acres, more or less Page 5 of 7 1111 II II II 7 o �9 zrll 7 4���FIFR f 17 EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SFI -SMR LLC PARCEL 3: (Center Street) BEGINNING at Point "D" described above, being a point on a non - tangent curve concave northeasterly and having a radius of 1033.00 feet, a radial line of said curve bears South 45 °47'08" West said point also being a point on a curve concentric with and 33.00 feet westerly from said westerly line of Parcel "C" of Lot Line Adjustment No. 4691; Thence along said concentric curve northwesterly 239.19 feet through a central angle of 13 °16'01" to a line parallel with and westerly 33.00 feet from said westerly line of Parcel "C" of Lot Line Adjustment No. 4691; Thence tangent from said curve along said parallel line North 30 °56'51" West 96.69 feet to the southwesterly prolongation of that certain course described as " "North 59 0 03'09" East 33.00 feet" for a portion of said westerly line of Parcel "C "; Thence along said southwesterly prolongation and said westerly line of Parcel "C" North 59 °03'09" East 66.00 feet to a line parallel with and easterly 33.00 feet from said westerly line of Parcel "C" of Lot Line Adjustment No. 4691; Thence along said parallel line South 30 0 56'51" East 96.69 feet to the beginning of a tangent curve concave northeasterly and having a radius of 967.00 feet, said curve being concentric with and easterly 33.00 feet from said westerly line of Parcel "C" of Lot Line Adjustment No. 4691; Thence along said concentric curve southeasterly 21.37 feet through a central angle of 01 °15'58" to a point hereinafter referred to as Point "G "; Thence continuing along said concentric curve southeasterly 268.51 feet through a central angle of 15 °54'35 "; Thence tangent from said curve South 48 0 07'24" East 10.16 feet to a line parallel with and easterly 33.00 feet from that certain course described as "North 43 °00'00 "East 211.26 feet" for a portion of said westerly line of Parcel "C "; Thence along said parallel line South 43 °00'00" West 66.01 feet to the northerly line of said Parcel 2 described above; Thence along said northerly line North 48 0 07'24" West 8.87 feet to the beginning of a tangent curve concave northeasterly and having a radius of 1033.00 feet, said curve being concentric with and westerly 33.00 feet from said westerly line of Parcel "C" of Lot Line Adjustment No. 4691 ; Thence continuing along said northerly line of Parcel 2 described above and along said concentric curve northwesterly 70.47 feet through a central angle of 03 °54'32" to said Point "D ", also being the POINT OF BEGINNING. CONTAINING: 0.33 acres, more or less. Page 6 of 7 VIII II I I III) VIII I IIIIII IIIIII ( IIII I IN l� � r 4 516a EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SFI -SMR LLC PARCEL 4: (Stockyard Road) BEGINNING at Point "G" described above; Thence South 76 0 40'58" East 21.00 feet; Thence North 55 °04'48" East 32.64 feet to the beginning of a tangent curve concave northwesterly and having a radius of 270.00 feet; Thence along said curve northeasterly 79.80 feet through a central angle of 16 0 56'06'; Thence South 51 East on a line radial to said curve, 60.00 feet to a point on a non - tangent curve concave northwesterly and having a radius of 330.00 feet, a radial line of said curve bears South 51 °51'18" East; Thence along said curve southwesterly 97.54 feet through a central angle of 16 °56'06 "; Thence tangent from said curve South 55 0 04'48" West 32.64 feet; Thence South 06 °50'35" West 21.00 feet to a point on a non - tangent curve concave northeasterly and having a radius of 967.00 feet, a radial line of said curve bears North 52 °22'25" East, being a point on the northeasterly line of Parcel 7 described above; Thence along said northeasterly line and along said curve northwesterly 91.35 feet through a central angle of 05 0 24'46" to said Point "G ", also being the POINT OF BEGINNING. CONTAINING: 0.19 acres, more or less. EXHIBIT "B" attached hereto and by this reference made a part hereof. This description was prepared by me or under my direction. �O VAND g�RLc� ve� U� THOMAS E. p r Date: v� ( zo/ VERLOOP Thomas E. Verldb , P S53 8 * L.S. 5348 THIS DOCUMENT REVIEWED BY ` RIVERSIDE COUNTY SURVEYOR. �j�OFCAL�FO�a BY: -- -- - -- DATE: 6 - Z 6— Page 7 of 7 IIIIIIIIIIIIIIIIII 111111111 R' 201 20 e'I!E9SI6F EXHIBIT " B " PUBLIC ROAD AND UTILITY EASEMENT 5 4 4 3 6 PARCEL D LLA 46 91 DOC. N 0. SE 174 2004- 0118 4, SC. 9 SEC. 91 S.,R 4 --- - - - - -- PARCEL C 6 PARCEL 5 -- 9 1 LLA 91 4 0- --- PxR6EL - A PA RCEL 5 LLA 4691 LLA 4674 LLA 469 1 DOC, NO. 2007-0248712 NO. 2004-C118105 DOC. NO. 2004-01181 05 D E VIVINA RAN CH 91 M.B. 2/3! MAP OF EUREKA ",Al &VF. I t M.B. 4/67 a : r CUE INDICATES SHEET NUMBER THIS DOCUMENT REVIEW BY RIVERSIDE COUNTY SURVEYOR. BY: DATE: 1200 600 0 1200 SCALE: 1 " =1200' INDEX MAP SPRING MOUNTAIN RANCH BACKBONE STREETS SFI-SMR LLC SECTIONS 9 & 10, T.2S., R.4W., S.B.M. 3 rl N17 "03 "12 "W R )- �-- - -- - - - - -- •� ,1-7° 5B Li m m a w z J S U f- Q EXHIBIT PUBLIC ROAD AND UT Q - N PARCEL A z w LLA 4691 c z DOC. NO. 2004- 0118105 ,, ;R= 1033.00' S89 °04'27 "E 04.15' 332.59' -� P ___-- - .O.B. 626..28" PARCEL 1 PLO�OVP P E� Pp BOND DOC ), [LITY EASEMENT �o w Z PARCEL C -0- LLA 4691 w DOC. NO. 2004- 0118105 °o 89 ° 04'27 "W 396.29 11 MAP OF EUREKA 00 g 0) PCL. "D" M.B. 4/67 M DOC. NO. v n �I 2008- 0592600 a r J i I PARCEL C NO. L 2004-0118105 9 PZ0�0(E P g5 J POR vPl 3 ROPE J Lij ------------------------ ---- - m Li -_ - - -- — w - --- -- cn S87 ° 29'09 "E 21fl1_69- - _- PARCEL 1 PIGEON PASS ROAD' — - - MAP OF EUREKA K M.B. 4/67 r PARCEL A LLA 4674 N DOC. NO. 2007 - 0248712 > " O S87 °29'09 "E 2181.60' f - - —i- IGEON PSS a m -- --- .-- .__-- -' - -.- -�-- PARCEL 1- -=- -_ A ROAD -- -- __________ __-- -- U 6. N8Z _ 29 ' 09 "1N 2181.- 64_._---------- -- - w MAP OF EUREKA 55 J M. B. 4/67 P1G EVP PIEO x � POR• R ppO U 200 100 0 200 P IGEON PASS ROAD ---� 'RING MOUNTAIN RANCH SCALE:1 =200' BACKBONE STREETS SFI -SMR LLC SECTIONS 9 & 10, T. 2S., R.4W., S.B.M. F- w w J 3 J w m W w fn z_ J U a - - - - - -- w z_ J U F- Q R =1533 0', w �- L= 300.24 v=i -_� -� 7. w L= 287.31 w R= 146 7,00 w 0 =11 ° 13'17. , z_ J U F- Q SHEET 2 OF 8 SHEETS F , W ,, CONSULTING III IIIIIII I IIIII II IIIII I III III II I I III snail f / 1716R o O zm Q M . O wZ0) Q N o �o zm co Z U p p CL > > N Li m m a w z J S U f- Q EXHIBIT PUBLIC ROAD AND UT Q - N PARCEL A z w LLA 4691 c z DOC. NO. 2004- 0118105 ,, ;R= 1033.00' S89 °04'27 "E 04.15' 332.59' -� P ___-- - .O.B. 626..28" PARCEL 1 PLO�OVP P E� Pp BOND DOC ), [LITY EASEMENT �o w Z PARCEL C -0- LLA 4691 w DOC. NO. 2004- 0118105 °o 89 ° 04'27 "W 396.29 11 MAP OF EUREKA 00 g 0) PCL. "D" M.B. 4/67 M DOC. NO. v n �I 2008- 0592600 a r J i I PARCEL C NO. L 2004-0118105 9 PZ0�0(E P g5 J POR vPl 3 ROPE J Lij ------------------------ ---- - m Li -_ - - -- — w - --- -- cn S87 ° 29'09 "E 21fl1_69- - _- PARCEL 1 PIGEON PASS ROAD' — - - MAP OF EUREKA K M.B. 4/67 r PARCEL A LLA 4674 N DOC. NO. 2007 - 0248712 > " O S87 °29'09 "E 2181.60' f - - —i- IGEON PSS a m -- --- .-- .__-- -' - -.- -�-- PARCEL 1- -=- -_ A ROAD -- -- __________ __-- -- U 6. N8Z _ 29 ' 09 "1N 2181.- 64_._---------- -- - w MAP OF EUREKA 55 J M. B. 4/67 P1G EVP PIEO x � POR• R ppO U 200 100 0 200 P IGEON PASS ROAD ---� 'RING MOUNTAIN RANCH SCALE:1 =200' BACKBONE STREETS SFI -SMR LLC SECTIONS 9 & 10, T. 2S., R.4W., S.B.M. F- w w J 3 J w m W w fn z_ J U a - - - - - -- w z_ J U F- Q R =1533 0', w �- L= 300.24 v=i -_� -� 7. w L= 287.31 w R= 146 7,00 w 0 =11 ° 13'17. , z_ J U F- Q SHEET 2 OF 8 SHEETS F , W ,, CONSULTING III IIIIIII I IIIII II IIIII I III III II I I III snail f / 1716R EXHIBIT "B" PUBLIC ROAD AND UTILITY EASEMENT PARCEL A a 1 LLA 4674 F DOC. NO. 2007 - 0248712 w a , - - - - - -- - w -- - -- '4r °---- - - - - -- ----------------------------- o 1E ` , �s 3 LOT 1 I MAP OF EUREKA L U) ws A. 10 a, \ <�3s�� �, M.B. 4/67 Ld S` \ O'gr= pGP I < o R- MAP OF EUREKA "V M.B. 4/67 I I J 7 U' 0 j 1p o � o I \ 2 zI 1 z' N63'37 4 �R) NOTE: SEE SHEET 8 FOR DATA TABLE 200 100 0 200 SCALE: 1 " =100' ^IGEON PASS ROAD 'RING MOUNTAIN RANCH BACKBONE STREETS SFI -SMR LLC SECTIONS 9 & 10, T.2S., R.4W., S.B.M. SHEET 3 OF 8 SHEETS law . . . CONSULTING �� II III III III) VIII IIII III cl <uI011421A01:76FI EXHIBIT "B" PUBLIC ROAD AND UTILITY EASEMENT EE 1 SE SH to�4�� O� V� � X0 0 3 2 V �Q Q 4 QQ . U s� 'L/g {/ 10. / (31 s P A691 P POIN_ 4691 PL 0 4691 PL Q� 18 O 4 b V�va00 O 33 Q u NQO v h t PARCEL A LLA 4691 DOC. NO. 2004 - 0118105 S63`05�44 ° E_�PRC� SS1 °49'48 "E LPCC) 66 ° ' " 3053 E R - - - - PC ( ---Z- - _ - - 14 N 36 U S POINT "A" 13 ¢ 3 P.O.B. 12 ° - 3a PARCEL 2 - -------------- -------- - - -- -- ------- - - - - -- -- PARCEL 1— -- L --SEE SHEET 2 -_----_–_------------------- - - t` - T 200 100 0 200 — I NOTE: SEE SHEET 8 FOR DATA TABLE SCALE: 1 " =200' - ORING MOUNTAIN ROAD .o?RING MOUNTAIN RANCH BACKBONE STREETS SFI —Stun LLC SECTIONS 9 & 10, T.2S., R.4W., S.B.M. SHEET 4 OF 8 SHEETS . W ,, CONSULTING "I o/p os a v v v q� Q Q. h ^ Q h o`O 0 0 ^ � o h° C) 0 0 o V 0� a 7 O oQ � II IIII III III III II II II C i f171eH EXHIBIT "B" PUBLIC ROAD AND UTILITY EASEMENT s 2ss.7 0 �r BOO 9 .7 7 78705 NOTE: SEE SHEET 8 FOR DATA TABLE 100 50 0 1 100 SCALE:1" =100' YON ROAD / OLD MULE ROAD ..'RING MOUNTAIN RANCH BACKBONE STREETS SFI -SMR LLC SECTIONS 9 & 10, T.2S., R. S.B.M. llllll111111II VIII II1 VIII VIII 111111 IN W/11 14 40 1736A r co x U 3 0 J W m w ' V) , Lj Z y J U F– EXHIBIT "B" PUBLIC ROAD AND UTILITY EASEMENT PARCEL D LLA 4691 DOC. NO. 2004 - 0118105 - e5'57" R =633 nn . �� - — SPRING ST e 3j' 62 . LLA 4691 PL 58 rn / p- -66 °45'57" R= 567.00, CT 66 >2' PARCEL B \ 55 LLA 4691 59 60 DOC. NO. 2004 - 0118105 ° - -- - -- -- - 51 61 G G Q QG�v Q vv POR. SE 1/4 NW 1/4, SEC. 9 T.2S., R.4W., S.B.M. S89 ° 17'25 "E 1097.49' SPRING STREET 6 POINT "F N89 0 17'25 "W 902.24' r m 6 PARCEL B ° LLA 4691 w 00 DOC. NO. 2004 - 0118105 -LLA 4691 PL °0 I 60 o PARCEL A Z N R i LLA 4691 9 0 ME we I m 10 W ei 200 100 0 200 SCALE: 1 " =200' SPRING STREET / PRAIRIE DRIVE SPRING MOUNTAIN RANCH BACKBONE STREETS SFI —SMR LLC LLA 4691 PL NOTE: SEE SHEET 8 FOR DATA TABLE SECTIONS 9 & 10, T.2 R.4W., S.B.M. SHEET 6 OF 8SHEET ■ . W ,, CONSULTING VIII IIIIIII IIII VIII I IIIIII VIII III IIIIII II III F l 2 0 1 51 15 ofF7 rR 1 EXHIBIT "B" PUBLIC ROAD AND UTILITY EASEMENT 60 0 ©� 6 2 o y 0 7 ' 0 0 �'Q O J of .I ° s RCEL13 ry � LLA 4691 PL C> QP 5 6 � tK I 66 71 I F I S�. '08'_Wical - --- IINT I ° D" 0.B. 100 50 0 100 SCALE: 1 " =100' 4691 PL NOTE: SEE SHEET 8 FOR DATA TABLE - NTER STREET / STOCKYARD ROAD SHEET 7 OF 8 SHEETS ,MING MOUNTAIN RANCH BACKBONE STREETS SFI —SMR LLC wo, SECTIONS 9 & 10, T.2S. , R.4W. , S.B.M. CONSULTING IIIIIIIIIIIIIIIIII VIII IIIIIIIIIIIIIIII III IIIIII 1 III IIII 3/1�12Fl E` O O ^ ^� G /O Q� v ry v Q LLA 4691 PL EXHIBIT "B" PUBLIC ROAD AND UTILITY EASEMENT DATA TABLE ®0 BEARING /DELTA RADIUS LENGTH 1 876 ° 15'52 "E -- 83.18' 2 °33.00' 04 01'20" 10 72.52' 3 S88 ° 08'03 "W -- 22.40' 4 09 ° 58'27" 1500.00' 261.37' 5 S16 ° 24'26 "E -- 70.71' 6 S00 ° 58'01 "W -- 97.44' 7 N89 0 21'39 "W -- 7.65' 8 N15 0 21'49 "W -- 138.09' 9 19 ° 38'28" 967.00' 331.49' 10 N76 "W -- 83.18' 11 -- " §45 , ' 54.'52"W -- 1.73' 12 N45 9 3'20 "E -- 34.36' 13 N00 ° 28'52 "W -- 130.68' 14 23 ° 57'59" 101.00' 42.25' 15 16 ° 34'51" 99.00' 28.65' 16 24 ° 00'44" 533.00' 223.38' 17 N30 "E -- 10.32' 18 05 1033.00' 107.45' 19 N36 ° 52'36 "E -- 166.32' 20 N36 ° 52'36 "E -- 131.03' 21 18 ° 08'22" 467.00' 147.85' 22 N18 ° 44'14 "E -- 89.47' 23 24 ° 15'46" 333.00' 141.01' 24 N43 ° 0000 "E -- 165.49' 25 N00 "W -- 19.31' 26 03 ° 55'20" 1029.53 70.48' 27 S48 "E -- 8.87' 28 S43 -- 178.62' 29 24 ° 15'46" 267.00' 113.07' 30 S18 "W -- 89.47' 31 18 ° 08'22" 533.00' 168.74' 32 N36 "E -- 297.34' 33 05 ° 57'36" 967.00' 100.59' 34 22 ° 44'48" 467.00' 185.40' 35 24 °43'08" 99.00' 42.71'" 36 16 ° 04'04" 101.00' 28.32' 37 O0 52 "E -- 134.07' 38 S44 ° 46'40 "E -- 33.52' 39 N89 °04'27 "W -- 138.04' 40 N10 "W -- 19.96' 41 1 N56 "W -- 90.00' ' '4TA TABLES .,'RING MOUNTAIN RANCH BACKBONE STREETS SFI -SMR LLC SECTIONS 9 & 10, T.2S., R.4W., S.B.M. IIIII III I I III 11111 I hi l l III) 111 1111 11 111 II 0 2014 -034 4 3 61 e� £o6A DATA TABLE BEARING /DELTA RADIUS LENGTH N34-00'00'T -- 60.00' N75 °35'13 "E 21.06' r43 44 S30 ° 55'00 "W -- 90.13' S79 ° 00'00 "W -- 21.21' S34 ° 00'00 "W -- 97.00' N56 ° 00'00 "W -- 60.00' 48 N34 ° 0000 E -- 97.00' 49 N11 "W -- 21.21' 50 N05 ° 37'24 "W -- 18.92' 51 N48 ° 07'24 "W -- 200.51' 52 S65 ° 06'39 "W -- 249.60' 53 25 ° 3556 633.00' 282.81' 54 N89 ° 1725 W -- 195.16' 55 N00 ° 37'17 "E -- 33.00' 56 NOO ° 38'56 "E -- 33.00' 57 2 35'56" 567.00 253.33' 58 N65 ° 0639 "E -- 249.60' 59 S48 ° 07'24 "E -- 192.29' 60 N84 ° 22'36"E -- 20.64' 61 536 "W -- 94.36' 62 S47 ° 3829 W -- 20.53' 63 N89 ° 22'17 "W -- 60.00' 64 N46 ° 18'31 "W -- 20.50' 65 S89 ° 17'25 "E -- 90.00' 66 13 1033.00' 239.19' 67 N30 ° 5651 W -- 96.69' 68 N59 °03'09 "E -- 66.00' 69 S30 ° 56'51 "E -- 96.69' 70 01 ° 15'58" 967.00' 21 .37' 71 15 6 54'35" 967.00' 268.51' 72 848 ° 07'24 "E -- 10.16' 73 S43 ° 0000 "W -- 66.01' 74 876 ° 40'58 "E -- 21.00' 75 N55 ° 04'48"E -- 32.64' 76 16 ° 5606 270.00 79.80' 77 851 ° 51'18 "E -- 60.00' 78 16 ° 56'06" 330.00' 97.54' 79 855 ° 04'48 "W -- 32.64' 80 S06 °50'35 "W -- 21.00' 81 05 ° 24'40" 967.35' 91.36' SHEET 8 OF 8 SHEETS . . . CONSULTING