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14_0344362T.2 S. R.4 WV, SEC9 ROAD NAME: PIGEON PASS ROAD PROJECT NAME: TM29597 & 29741 w.O.M AB06019 wJH RETURN TO: STOP NO, 1000 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 ;mores In real property granted by the easement dated 0745f �Zc9 /Q— from SMR Phase 1 Joint Venture LLC, a Delaware Limited Lia bility 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: At, L �_y COUNTY OF RIVERSIDE Juan C. Perez D)*tor of Transportation THIS INSTRUMENT IS FOR THE BENEFIT OF THE COUNTY OF RIVERSIDE AND ENTITLED TO BE RECORDED WITHOUT FEE.(GOV. CODE 6103) DOC # 2014- 0344362 09/11/2014 09:36A Fee:NC Page I of 20 Recorded in Official Records County of Riverside Larry W, Ward Assessor, County Clerk & Recorder I IIIIIIIII 111111111111111111111111111111111111111111111111111111 S R U PAGE SIZE DA MISC LONG RFD COPY M A L 465 426 PCOR NCOR SMF NCH EXAM W- (� DEPUTY q Sul ' PUBLIC ROAD & UTILITY EASEMENT SMR PHASE 1 JOINT VENTURE LLC A DELAWARE LIMITED LIABILITY COMPANY 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 SMR PHASE 1 JOINT VENTURE LLC A DELAWARE LIMITED LIABILITY COMPANY DATED 7 b /z O ( *— DATED _ gg .n PRINT TITLE: Member _ BY: - - - -- - - -- — PRINT NAME: R. Scott Hansen PRINT TITLE: Member Page 1 of 1 i I��III' �IIII�I' IIIIII� III��iI��iIII��I IIIIIII� II�II�II FJN 0 9; 214 2 CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 State of California County of �N I J Q _ c-, t dsL- On before me, —Date [� \ Here Insert Name and Title of the O I er personally appeared y 3 \+ Q t 1 1 O cr-e \ ctin �\ Name(s) of Signer(s) a FER R NSO JOHN 9 JENNIENNI # 2HNSO 2 Notary Public - California z Riverside County 4 Comm. Ex Tres Jan 22, 2018 who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that -he/she /they executed the same in h sfher /their authorized capacity(ies), and that by - hislAger /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) 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. WITNESS rn✓ Nand and official seal. Place Notary Seal Above Signature: of Notary Public OPTIONAL Though this section is optional, completing this information can deter alteration of the fraudulent reattachment of this form to an unintended document. of Attached Document Type of Document: Number of Signer(s) Other Than Named Capacity(ies) Claimed by Srgne4p) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ Gener ❑ Individual ❑ Attorney i or act ❑ Trustee ❑ Guar nConservator ❑ Other: _ Signer Signer's Name: Date: or ❑ Corporate Officer— Title(s): C 1'RRvoner — ❑ Limited ❑ General ❑ Individ ❑ Attorney in Fact ❑ Trustee, Cl Guardian or Conservator ❑ Other: . Signer Is Representing: 0 2013 National Notary Association • www.Nationa[Notary.org • 1- 800 -US NOTARY (1- 800 - 876 -6827) Item #5907 1 1111111111 FJJ L l ,t 2� £� zn , fl EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SMR PHASE 1 JOINT VENTURE Those portions of Section 9, Township 2 South, Range 4 West, San Bernardino Meridian in the Unincorporated Territory of the County of Riverside, State of California, being portions of Parcels A, B and D 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 that portion of Pigeon Pass Road as vacated by the County of Riverside recorded S M6119 !O , 2014 as Document No. 2014 0 05 of Official Records in the Office of said Riverside County Recorder, 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 described as Parcel "E" 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 0 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 °04'27" East 332.59 feet to a point hereinafter referred to as Point "A "; Thence continuing South 89 °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"; Thence tangent from said curve South 76 °15'52" East 83.18 feet to the beginning of a tangent curve concave southwesterly and having a radius of 633.00 feet; Page 1 of 10 IIIIIIIIIIIIIIIIII VIIIIIII IIIIII 1411 III 111111111 FJJ 2014-0344362 l It 4Q f M1 09:36'n EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SMR PHASE 1 JOINT VENTURE Thence along said curve southeasterly 455.83 feet through a central angle of 41'15 Thence tangent from said curve South 35 °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 °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 °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 °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 0 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 41'15'35"; 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"; 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; Page 2 of 10 '014 0344362 III II I I I III I I III III II II I II III �1 t / '5Fl 5 of 20 EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SMR PHASE 1 JOINT VENTURE Thence along said curve westerly 137.69 feet through a central angle of 01'35'18"; Thence tangent from said curve North 89 0 04'27 West 396.29 feet to the northeasterly prolongation of that certain course described as "South 45 °54'52" West 32.21 feet for a portion 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 °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 0 29'13" West 626.28 feet to the POINT OF BEGINNING. CONTAINING: 1.21 acres, more or less PARCEL 2: (Spring Mountain Road) BEGINNING at Point " A " described above; Thence North 45 °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 °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 °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 °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 °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 10 II 11111 ��� 09., `"tt,F: °''f y 'sF, EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SMR PHASE 1 JOINT VENTURE 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 0 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 0 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 0 52'36" East 166.32 feet to a point hereinafter referred to as Point "C "; Thence continuing North 36 °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 0 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 °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 0 00'00" East 165.49 feet; Thence leaving said parallel line North 00 0 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 10 2 2014 IIII IN of 20 EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SMR PHASE 1 JOINT VENTURE 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 °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 0 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 °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 °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 81'49'48" 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 °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: 1.57 acres, more or less. Page 5 of 10 IIIIII IIIIIII IIIIIIII IIII III�II IIIIII III IIII IIII IIII X39. �1`81'f 20� GA EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SMR PHASE 1 JOINT VENTURE PARCEL 3: (Lyon Road) BEGINNING at Point "B" described above; Thence North 10 °27'27" West 19.96 feet to a line parallel with and southerly 30.00 feet from the northerly line of Parcel "A" of said Lot Line Adjustment No. 4691; Thence along said parallel line North 56 °00'00" West 426.04 feet to a point hereinafter referred to as Point "E "; Thence continuing North 56 0 00'00" West 90.00 feet; Thence North 34 0 00'00" East 60.00 feet to a line parallel with and northerly 30.00 feet from said northerly line of Parcel "A" of Lot Line Adjustment No. 4691; Thence along said parallel line South 56 °00'00" East 511.19 feet; Thence North 75 0 35'13" East 21.06 feet to the northwesterly line of Parcel 2 described above; Thence along said northwesterly line South 30 °55'00" West 90.13 feet to said Point "B ", also being the POINT OF BEGINNING. CONTAINING: 0.73 acres, more or less. PARCEL 4: (Old Mule Road) BEGINNING at Point "E" described above; Thence South 79 °00'00" West 21.21 feet; Thence South 34 °00'00" West 97.00 feet; Thence North 56 0 00'00" West 60.00 feet; Thence North 34 °00'00" East 97.00 feet; Thence North 11 0 00'00" West 21.21 feet to the most westerly corner of Parcel 3 described above; Thence along the southwesterly line of said Parcel 3 South 56 0 00'00" East 90.00 feet to said Point "E ", also being the POINT OF BEGINNING. CONTAINING: 0.16 acres, more or less. Page 6 of 10 1111111111111111111111111111111111111111111111111111111 ttly of 20 Fa EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SMR PHASE 1 JOINT VENTURE PARCEL 5: (Spring Street) BEGINNING at Point "C" described above; Thence North 05 0 37'24" West 18.92 feet to a line parallel with and southerly 33.00 feet from the northerly line of said Parcel "B" of Lot Line Adjustment No. 4691; Thence along said parallel line North 48 °07'24" West 200.51 feet to the beginning of a tangent curve concave southerly and having a radius of 567.00 feet, said curve being concentric with and southerly 33.00 feet from said northerly line of Parcel "B "; Thence along said concentric curve westerly 660.72 feet through a central angle of 66 °45'57" to a line parallel with and southerly 33.00 feet from said northerly line of Parcel "B "; Thence tangent from said curve, along said parallel line South 65 °06'39" West 249.60 feet to the beginning of a tangent curve concave northwesterly and having a radius of 633.00 feet, said curve being concentric with and southerly 33.00 feet from said northerly line of Parcel "B "; Thence along said concentric curve and its westerly prolongation, westerly 282.81 feet through a central angle of 25 0 35'56" to a line parallel with and southerly 33.00 feet from the northerly lines of said Parcels "A" and "B" of Lot Line Adjustment No. 4691; Thence tangent from said curve along said parallel line North 89 °17'25" West 902.24 feet to a point hereinafter referred to as Point "F "; Thence continuing along said parallel line North 89 °17'25" West 195.16 feet to the westerly line of said Parcel "A" of Lot Line Adjustment No. 4691; Thence along said westerly line North 00 °37'17" East 33.00 feet to the northwest corner of said Parcel "A "; Thence along the west line of the southeast one - quarter of the northwest one - quarter of said Section 9 North 00 0 38'56" East 33.00 feet to a line parallel with and northerly 33.00 feet from the northerly line of said Parcels "A" and "B "; Thence along said parallel line South 89 0 17'25" East 1097.49 feet to the beginning of a tangent curve concave northwesterly and having a radius of 567.00 feet, said curve being concentric with and northerly 66.00 feet from that certain curve described above as being concave northwesterly and having a radius of 633.00 feet; Page 7 of 10 II��III IIIIIIII II I�III IIII II l III��IIII�'I�III�I1 Ay Cfa `io fb.26Nfl EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SMR PHASE 1 JOINT VENTURE Thence along said curve easterly 253.33 feet through a central angle of 25 °35'56" to a line parallel with and northerly 33.00 feet from said northerly line of Parcel "B" of Lot Line Adjustment No. 4691; Thence along said parallel line, tangent from said curve North 65 °06'39" East 249.60 feet to the beginning of a tangent curve concave southerly and having a radius of 633.00 feet, said curve being concentric with and northerly 33.00 feet from said northerly line of Parcel "B "; Thence along said concentric curve easterly 737.62 feet through a central angle of 66 °45'57" to a line parallel with and northerly 33.00 feet from said northerly line of Parcel "B "; Thence tangent from said curve, along said parallel line South 48 °07'24" East 192.29 feet; Thence leaving said parallel line North 84 °22'36" East 20.64 feet to the northwesterly line of Parcel 2 described above; Thence along said northwesterly line South 36 0 52'36" West 94.36 feet to said Point "C ", also being the POINT OF BEGINNING. CONTAINING: 3.83 acres, more or less. PARCEL 6: (Prairie Drive) BEGINNING at Point "F" described above; Thence South 47 °38'29" West 20.53 feet to a line parallel with and easterly 30.00 feet from the westerly line of said Parcel "B" of Lot Line Adjustment No. 4691; Thence along said parallel line and its southerly prolongation South 00 0 37'43" West 382.82 feet; Thence North 89 0 22'17" West 60.00 feet to a line parallel with and westerly 30.00 feet from said westerly line of Parcel "B" of Lot Line Adjustment No. 4691 and its southerly prolongation; Thence along said parallel line North 00 0 37'43" East 382.95 feet; Thence North 46 °18'31" West 20.50 feet to the southerly line of Parcel 5 described above; Thence along said southerly line South 89 °17'25" East 90.00 feet to said Point "F ", also being the POINT OF BEGINNING. CONTAINING: 0.55 acres, more or less. Page 8 of 10 IIIII II I I II IIIII II III II II II II III e 2 14 e 09 � 6n It EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SMR PHASE 1 JOINT VENTURE PARCEL 7: (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 °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 °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 0 54'35 "; Thence tangent from said curve South 48 °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 °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 ; Page 9 of 10 II1IIIII�II�I�I�III�II�IIIIIII11IIII11IIIIIIIIIIIIII�II OR. L01 2 1 0 4 09 6A 3 EXHIBIT "A" LEGAL DESCRIPTION PUBLIC ROAD AND UTILITY EASEMENT SMR PHASE 1 JOINT VENTURE 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: 0.29 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. U THOMAS E. r Date: �� D2E) - � VERLOOP � Thomas E. Verloop, P 348 L.S. 5348 THIS DOCUMENT REVIEWED BY RIVERSIDE COUNTY SURVEYOR. BY: �— DATE:._ G -26- /4 Page 10 of 10 EXHIBIT "B" PUBLIC ROAD AND UTILITY EASEMENT 5 4 4 3 9 g 4 3 9 10 I� W h PARCEL ' O PARCEL B LLA 4691 DOC. NO. SE 1 4 2004 - 0118105 '4, SEC. 9 i _ _ _ _ .._�..\ PARCEL C 6 PARCEL 1 LLA 4691 4 PARCEL A PARCEL A 5 LLA 4691 LLA 4674 LLA 4691 DOC. NO. 2007 - 0248712 NO. 2004 - 0118105 DOC. N0. 2004 - 0118105 MAP OF EUREKA M.B. 4/67 6 16 15 15 1 O INDICATES SHEET NUMBER a THIS DOCUMENT REVIEWED BY RIVERSIDE COUNTY SURVEYOR. BY: - DATE: 1200 600 0 1200 SCALE: 1 " =1200' INDEX MAP SPRING MOUNTAIN RANCH BACKBONE STREETS SMR PHASE 1 JOINT VENTURE SECTIONS 9 & 10, T.2S., RAW., S.B.M. AVENUE 3 VICINITY MAP fF{y4 N7.S. �� LAND SU9�� J * SHEET 1 OF 8 SHEETS J L.S. 5348 'lF OF C k�l ■ ■ ■ CONSULTING 111111111 IN , 14-03443 .6 EXHIBIT PUBLIC ROAD AND U a I PARCEL A z j LLA 4691 o 3'12 "W I DOC. NO. 2004 - 0118105 Ry 5a,45,iR= 1033.00' S89 004'27 "E 11 X24.1 332.59' -� - - - -- - c z� R= 1467.00 0 =11 ° 13'17 „ w z o Q� � ON w z 0, Q 04 ° c U O00 o . 0,.- co J U .w-.m >� N 5 u u u 4�J F- I = I (D_ I � I w o �- m --------- -- - I z_ J U Q DOC m F- w w J 0 J m w w U) w z_ J U F- Q MAP OF EUREKA 00 PCL. "D„ M.B. 4/67 M M DOC. NO. v u 2008 - 0592600 a J I PARCEL C LLA 4691 NO. 2004 - 0118105 - 1. SGEGN OPSS w w POR P J RGP� J w S87 ° 29'09"E _1$1- -(- - - PARCEL 1— PIGEON -- - - - - -- ------------------ PARCEL 1 PIGvdv P E- PO ROPE - - - - N87 ° 29'09 'W 2181.60 ` MAP OF EUREKA M.B. 4/67 = I PARCEL A co LLA 4674 m I DOC. NO. 2007 - 0248712 Li - - - -__ S87 ° 29'09 "E 2181 60' J m -� - PARCEL 1– =PIGEON--PASS-ROAD -+ -- h - N8 °29'09 " -W _2181 60' ------ z i MAM . O F EURE 4/67 GEGN P v I S GP = I P pR • RGpO N P U) Q =11 °13'17" F- R =1533 0p, w --" L= 287.31 ' Ld m R= 1467.00 0 =11 ° 13'17 „ w z Z PARCEL C H I 20� 10 0 0 200 PIGEON PASS ROAD RING MOUNTAIN RANCH SCALE:1" =200' LiACKBONE STREETS SMR PHASE 1 JOINT VENTURE SECTIONS 9 & 10, T.2S., R.4W., S.B.M. J S U F- Q SHEET 2 OF 8 SHEETS ■ m m ■ ■ CONSULTING „ [LITY EASEMENT �o - - -- = z J II II III III' IIIIII IIII IIIII III III Fj 2F I1 4 f po A3A w Z PARCEL C � ON LLA 4691 Lo w Z DOC. NO. 2004 - 0118105 roM - 0 o n u u u 4�J � - S89 0 04'27 "E 535.73'- - - -- = z J II II III III' IIIIII IIII IIIII III III Fj 2F I1 4 f po A3A EXHIBIT "B" PUBLIC ROAD AND UTILITY EASEMENT N 1 _ DOC w N 10 da47 0.3� w 7s z 3S 8 J CC) S6 � MAP OF EUREKA M.B. 4/67 PARCEL A LLA 4674 I NO. 2007 - 0248712 I -------------- --� - -- - LOT 1 I MAP OF EUREKA M.B. 4/67 P I Q 'ASE' I pOR� "vpG- I x �� \ - %oo v� w O NOTE: SEE SHEET 8 FOR DATA TABLE onn inn n onn SCALE:1" =100' PIGEON PASS ROAD ,'RING MOUNTAIN RANCH BACKBONE STREETS SMR PHASE 1 JOINT VENTURE SECTIONS 9 & 10, T.2S., R.4W., S.B.M. SHEET 3 OF 8 SHEETS CONSULTING II II I I IIII III VIII II II II II Eli 111151 f+9n3(ifl EXHIBIT "B" PUBLIC ROAD AND UTILITY EASEMENT EE � SEE S ro��� LLA 4691 PL o� 5 v O ^ W 4 LLA 46691 PL ® h Q vv �o 3 � C) ^ `b 9 QQ. U i QP�V �QQ O 30 v Q SEA -) P 4W pL V —1 R. SF� 2j9T yo� o O^ � QP�V �QQ v �e 21 SF l/q 31 T T ,> 0 o PARCEL A 17 o e ° N LLA 4691 DOC. N0. 2004- 0118105 16 ? 3a S83 °05'44 "E_�PRC� a ra 3) pcc b v v lb �v �o P 00 Z a o5 e Qv r o o O P 0.B. A 1213 d 3 38 POR. PIGEON PASS Lr- PARCEL 2 ROAD VACATED 200 100 0 200 Am NOTE: SEE SHEET 8 FOR DATA TABLE SCALE: 1 " =200' 'MRING MOUNTAIN ROAD RING MOUNTAIN RANCH BACKBONE STREETS SMR PHASE 1 JOINT VENTURE SECTIONS 9 & 10, T.2S., R.4W., S.B.M. SHEET 4 OF 8 SHEETS ■ . W ,, CONSULTING 11111111111111111111111 1 11 1111111111111111111111 IIII 111 2 o£ ©9 0�gFl EXHIBIT "B" PUBLIC ROAD AND UTILITY EASEMENT 4' OpC <A9RC 0 41 Np � 30. Ss 0 2 O 7 0 45 00 Op F '51 p7787pS )�O 46 A9 +� 7 9 , p N 3 o � 5 a aa e 42 A5° . Oy MO q 2 00 . 7 7 76 70 P O POI B. PARCEL 3 w a mo o' a v 2� a J ry �~ v P �V� v ^p h Q V ^ V� (o �O Q��v ry(0 V � 2 Lig � 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 SMR PHASE 1 JOINT VENTURE SECTIONS 9 & 10, T.2S., R.4W., S.B.M. SHEET 5 OF 8 SHEETS CONSULTING �� IIIIi 11 I1II1111 III II 0 9111/2014 09 WR EXHIBIT "B" PUBLIC ROAD AND UTILITY EASEMENT PARCEL D LLA 4691 DOC. NO. 2004 - 0118105 _ ° n a,' 57" R =633 on w Q N z_ J 2 (J _ F Q POR. SE 1/4 NW 1/4, SEC. 9 T.2S., R.4W., S.B.M. 1 N89 °17 25 W 902.24' 65 POINT „ J 53 rn '0`00 6 P.O.B. PARCEL B n LLA 4691 PL j N��N PARCEL 5 J LLA 4691 00 " w , DOC. NO. 2004 - 0118105 w� 3 I a ik LLA 4691 PL I � � I M 50 { 0 z 60' o PARCEL A LLA 4691 I DOC. NO. 2004 - 0118105 I 63 I 200 100 0 200 - NOTE: SEE SHEET 8 FOR DATA TABLE SCALE: 1 " =200' SPRING STREET / PRAIRIE DRIVE PRING MOLNTAIN RANCH BACKBONE STREETS SW PHASE 1 JOINT VENTLRE SECTIONS 9 & 10, T.2S., R.4W., S.B.M. --SPRING STRFF v ' 6 . LLA 4691 PL 58 � p6 6'45'5 7 " 66` 45' 57" R= 567, 00 . C, PARCEL B e60 �2 \ DOC. NO. LL 20049 59 0118105 �9�cF 60 ------------------------- 51 `S61 V �G� Q vv F- J -w z_ J U a SHEET 6 OF 8SHEET ■ ■ ■ ■ CONSULTING VIII III I I III VIII IIII IIIIII VIII I II II II II 0 '1 l I1 1$ f0228Fl EXHIBIT "B" PUBLIC ROAD AND UTILITY EASEMENT 100 , O 6 'g O Q 01 �O s 100 50 0 100 SCALE: 1 " =100' CENTER STREET / STOCKYARD ROAD ?RING MOUNTAIN RANCH BACKBONE STREETS SMR PHASE 1 JOINT VENTURE SECTIONS 9 R 10, T.2S., R.4W., S.B.M. SHEET 7 OF 8 SHEETS CONSULTING V ^ �� � v r v NOTE: SEE SHEET 8 FOR DATA TABLE II 1111 11 11 111 II 11 II II IIII II III II f`r 1 14 920 EXHIBIT "B" PUBLIC ROAD AND UTILITY EASEMENT DATA TABLE @0 BEARING /DELTA RADIUS LENGTH 1 876 ° 15'52 "E -- 60.00' 2 04 ° 01'20" 1033.00 72.52' 3 888 ° 08'03 "W -- 22.40' 4 09 ° 58'27" 1500.00' 261.37' 5 §16 "E -- 70.71' 6 S00 ° 58'01 "W -- 97.44' 7 N89 ° 21'39 "W -- 7.65' 8 N15 ° 21'49 "W -- 138.09' 9 19 ° 38'28" 967.00' 331.49' 10 N76 ° 15'52 "W -- 83 11 845 ° 5452 "W -- 1.73' 12 N45 3 13'20 "E 567.00' 253.33' 13 N00 ° 28'52 "W -- 130.68' 14 23 ° 5759 101.00 42.25' 15 16 ° 3451" 99.00' 28.65' 16 24 ° 0044" 533.00' 223.38' 17 N3 0 ° 55'00 "E -- 10.32' 18 ° 57'36" 1033.00' 107.45' 9 N36 0 52'36 "E -- 166.32' 1 05 0 N36 ° 52'36 "E -- 131.03' 21 18 ° 0822 467.00 147.85' 22 N18 ° 44'14 "E -- 89.47' 23 24 ° 15'46" 333.00' 141.01' 24 N43 ° 00'00"E -- 165.49' 25 N00 ° 3626 W -- 19.31' 26 03 ° 55'20" 1029.53' 70.48' 27 S48 ° 07'24 "E -- 8.87' 28 S43 -- 178.62' 29 24 ° 15'46" 267.00' 113.07' 30 S18 ° 44'14 "W -- 89.47' 31 18 ° 08'22" 533.00' 168.74' 32 NW 52'36 "E -- 297.34' 33 05 ° 57'36" 967.00' 100.59' 34 48 22 ° 44'" 467.00' 185.40' 35 24 ° 4308 99.00 42.71' 36 16 ° 0404 101.00 28.32' 37 §00 "E -- 134.07' 38 S44 "E -- 33.52' 39 N89 ° 04'27 "W -- 138.04' 40 N10 ° 27'27 "W -- 19.96' 41 N56 ° 00'00 "W -- 90.00' r)ATA TABLES 1PRING MOUNTAIN RANCH BACKBONE STREETS SMR PHASE 1 JOINT VENTURE SECTIONS 9 & 10, T.2S., R.4W., S.B.M. DATA TABLE �0 BEARING /DELTA RADIUS LENGTH 42 N34 "E -- 60.00' 43 N75 °35'13 "E 21.06' 44 S30 ° 55'00 "W -- 90.13' 45 S79 ° 0700 "W -- 21.21' 46 47 S34 ° 00'00 "W - NW 00'00 "W -- -- 97.00' 60.00' 48 N34 ° 00'00 "E -- 97.00' 49 N11 ° 0000 W -- 21.21 50 N05 ° 37'24 "W -- 18.92 ' 51 N48 ° 07'24 "W -- 200.51' 52 53 S65 ° 06'39 "W 25 ° 35'56" -- 633.00' 249.60' 282.81' 54 55 56 N89 ° 17'25 "W N00 ° 37'17 "E N00 "E -- -- 195.16' 33.00' 57 25 ° 35'56" 567.00' 253.33' 58 N65 "E -- 249.60' 59 S48 ° 07'24 "E -- 192.29' 60 N84 ° 22'36 "E -- 20.64' 61 836 ° 5236 W -- 94.36' 62 S47 ° 38'29 'W -- 20.53' 63 64 N89 ° 22'17 "W N46 ° 18'31 "W -- -- 60.00' 20.50' 65 889 -- 90.00' 66 13 ° 16'01" 1033.00 239.19' 67 N30 ° 5651 W -- 96.69' 68 N59 ° 03'09 "E -- 66.00' 69 S30 ° 5651 E -- 96.69' 70 71 01 ° 15'58" 15 ° 54'35" 967.00' 967.00' 21.37' 268.51' 72 73 74 75 76 S48 ° 0724 E 843 ° 00'00 "W 876 ° 40'58 "E N55 ° 04'48 "E 16 ° 56'06" -- -- -- -- 270.00' 10.16' 66.01' 21.00' 32.64' 79.80' 77 78 S51 ° 51'18 "E 16 ° 56'06" -- 330.00' 60.00' 97.54' 79 SO 81 S55 ° 04'48 "W S06 05'24'40" 05 ° 24'40" -- -- 967.35' 32.64' 21.00' 91.36' SHEET 8 OF 8 SHEETS . W ,, CONSULTING 111111111 IN F 9/11/2 a I 20 cH