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13_0475586T.7 S. R.2 W. SEC 8 ROAD NAME: POURROY ROAD PROJECT NAME: TR 36376 -1 W.O.# RETURN TO: STOP NO. 1080 RIVERSIDE COUNTY SURVEYOR'S OFFICE 4080 LEMON STREET, 6" FLOOR RIVERSIDE, CA 92501 CERTIFICATE of ACCEPTANCE of EASEMENT (GOVERNMENT CODE SECTION 27281) THIS IS TO CERTIFY that the interest in real property granted by the easement dated from Lerner Homes Inc a California Corporation 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 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: ��� COUNTY OF RIVERSIDE Juan C. Perez Director of Transpo ation By: DEPUTY x DOC # 2013- 0475586 10/02/2013 01:09P Fee:NC Page I of 11 Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder I IIIIIIIII 1111111111111111111111 IN PAGE SIZE DA MISC LONG RFD I COPY 465 1 426 PCOR NCOR SMF W�HG EMM T: CTY UNI PUBLIC ROAD & UTILITY EASEMENT r" LENNAR HOMES OF CALIFORNIA, INC. A CALIFORNIA CORPORATION 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 DATED: 9 Z3 6 NOW Print Name DATED: Page 1 of 1 THIS INSTRUMENT IS FOR THE BENEFIT OF THE COUNTY OF RIVERSIDE AND ENTITLED TO BE RECORDED WITHOUT FEE. (GOV. CODE 6103) 0i0e Ftze s(OE1UT Title NOTARY ACKNOWLEDGMENT STATE OF CALIFORNIA ) ss. COUNTY OF RIVERSIDE ) On � '�-1' >�• � -> , 2013, before me, Notary �� Public, personally appeared =J e �t � e� 7 - . � -� f'1'YI (t /'l-S_ who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) 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 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 my hand and official seal. Signature of Notary Publ SHERRY ALWORTH Commission # 1957861 Notary Pubile - California z z% Orange County > My Comm. Expires Oct 23, 2015 II II 1 III II t� eat zo f 11 sr EXHIBIT "A" PUBLIC ROAD AND UTILITY EASEMENT LEGAL DESCRIPTION -T.T 5�1 Being a portion of Parcel D of Lot Line Adjustment No. 4434, recorded May 10, 2002 as Instrument No. 2002 - 249358, Official Records of Riverside County and a portion of Lot 7 of Tract Map No. 25619 -1 as filed in Book 221, Pages 63 through 74, inclusive, of maps, in the Office of the County Recorder of Riverside County, State of California, being within Sections 8 and 17, Township 7 South, Range 2 West, San Bernardino Base and Meridian, said portion more particularly described as follows: BEGINNING at the Southeasterly corner of Lot 5 of Said Tract Map 25619 -1, said corner being the Southeasterly corner of said Parcel D, said corner also being on the Easterly line of said Section 17,; THENCE along the Southerly line of said Parcel D, North 75 0 56'25" West, a distance of 36.66 feet to the beginning of a non - tangent 2464.00 foot radius curve concave Easterly, a radial line bears South 74 °31'31" West; THENCE Northerly along the are of said curve through a central angle of 16 °53'05 ", a distance of 726.13 feet; THENCE North 01 °24'36" East, a distance of 246.60 feet; THENCE North 00 °07'38" East, a distance of 134.01 feet; THENCE North 01'24'36" East, a distance of 200.00 feet; THENCE North 03 °07'42" East, a distance of 100.04 feet; THENCE North 01'24'36" East, a distance of 1063.31 feet to the beginning of a tangent 1964.00 foot radius curve concave Easterly; THENCE Northerly along the arc of said curve through a central angle of 08 °09'05 ", a distance of 279.42 feet; THENCE North 09 °33'41" East, a distance of 95.96 feet to the beginning of a tangent 1836.00 foot radius curve concave Westerly; THENCE Northerly along the arc of said curve through a central angle of 06 °21'23 ", a distance of 203.68 feet; Page 1 of 4 1 1111111111111 11 11111 111 1111111111111111111111111111111 II II tF �zt 3 of It 99P EXHIBIT "A" PUBLIC ROAD AND UTILITY EASEMENT LEGAL DESCRIPTION THENCE South 88 0 35'24" East, a distance of 76.90 feet to a point on the Easterly line of said Lot 7 and said Section 8; THENCE along said Easterly line, South 01 0 24'36" West, a distance of 2634.46 feet to the Southerly corner of said Section 8; THENCE along the Easterly line of said Parcel D and the Easterly line of said Section 17, South 00 °32'53" East, a distance of 409.63 feet to the POINT OF BEGINNING. Containing 8.127 acres, more or less U-TzTe - Being a portion of Parcels D and E per Lot Line Adjustment No. 4434, recorded May 10, 2002 as Instrument No. 249358, Official Records of Riverside County, State of California, being within Section 8,Township 7 South, Range 2 West, San Bernardino Base and Meridian said portion more particularly described as follows: BEGINNING at the most Easterly corner of Tract Map 30384, as filed in Book 341, Pages 88 through 104, inclusive of maps, records of said County, said corner being the most Westerly corner of said Parcel D, said corner also being a point on the centerline of Pourroy Road as shown thereon, THENCE North 43 °35'29" West, a distance of 30.82 feet to the beginning of a non - tangent 844.00 foot radius curve concave Southeasterly, a radial line bears North 50 °59'26" West; THENCE Northeasterly along the arc of said curve through a central angle of 20 °53'15 ", a distance of 307.68 feet to the beginning of a reverse 90.00 foot radius curve concave Northwesterly, a radial line bears South 30 °06'11" East; THENCE Northeasterly along the arc of said reverse curve through a central angle of 17 °16'56 ", a distance of 27.15 feet to the beginning of a reverse 90.00 foot radius curve concave Southeasterly, a radial line bears North 47 0 23'07" West; THENCE Northeasterly along the arc of said reverse curve through a central angle of 21 °17'45 ", a distance of 33.45 feet to the beginning of a compound 854.00 foot radius curve concave Southeasterly, a radial line bears North 26 0 05'22" West; Page 2 of 4 IIIIIIIIIIIIIIiII I II IIIIIII II II IIIIII III i� n ©143Fof 11�esv EXHIBIT "A" PUBLIC ROAD AND UTILITY EASEMENT LEGAL DESCRIPTION THENCE Northeasterly along the arc of said compound curve through a central angle of 02 0 02'15 ", a distance of 30.37 feet to the beginning of a compound 90.00 foot radius curve concave Southeasterly, a radial line bears North 24 °03'07" West; THENCE Northeasterly along the arc of said compound curve through a central angle of 21'17'45", a distance of 33.45 feet to the beginning of a reverse 90.00 foot radius curve concave Northwesterly, a radial line bears South 02 °45'23" East; THENCE Northeasterly along the arc of said reverse curve through a central angle of 17 °16'56 ", a distance of 27.15 feet to the beginning of a reverse 844.00 foot radius curve concave Southerly, a radial line bears North 20 °02'18" West; THENCE Easterly along the arc of said reverse curve through a central angle of 20 0 47'15 ", a distance of 306.21 feet; THENCE North 32 0 15'20" East, a distance of 26.79 feet to a point on the Westerly sideline of the hereinabove described said PARCEL A; THENCE along said sideline, South 00 °07'38" West, a distance of 134.01 feet; THENCE leaving said sideline, North 30 0 19'03" West, a distance of 27.04 feet to the beginning of a non - tangent 756.00 foot radius curve concave Southerly, a radial line bears North 00 °51'46 ", East; THENCE Westerly along the arc of said curve through a central angle of 11'48'45", a distance of 155.86 feet to the beginning of a compound 90.00 foot radius curve concave Southerly, a radial line bears North 10 °56'59" West; THENCE Westerly along the arc of said curve through a central angle of 20 °28'30 ", a distance of 32.16 feet to the beginning of a reverse 90.00 foot radius curve concave Northwesterly, a radial line bears South 31 °25'29" East; THENCE Southwesterly along the arc of said curve through a central angle of 16 °09'39 ", a distance of 25.39 feet to the beginning of a reverse 747.00 foot radius curve concave Southerly, a radial line bears North 15 0 15'50" West; THENCE Westerly along the arc of said curve through a central angle of 02 °33'49 ", a distance of 33.42 feet to the beginning of a reverse 90.00 foot radius curve concave Northerly, a radial line bears South 17 0 49'39" East; Page 3 of 4 IIIIII IIIIIII VIII IIII VIII IIII IIIIIII III VIII IIII IN ia�[+2t 5 or iiQesF EXHIBIT "A" PUBLIC ROAD AND UTILITY EASEMENT LEGAL DESCRIPTION THENCE Westerly along the arc of said curve through a central angle of 16 0 09'39 ", a distance of 25.39 feet to the beginning of a reverse 90.00 foot radius curve concave Southerly, a radial line bears North 01 °40'00" West; THENCE Southwesterly along the arc of said curve through a central angle of 20 °28'30 ", a distance of 32.16 feet to the beginning of a compound 756.00 foot radius curve concave Southeasterly, a radial line bears North 22 °08'30" West; THENCE Southwesterly along the arc of said curve through a central angle of 30 °04'35 ", a distance of 396.85 feet to the Northerly boundary line of Tract Map 30009 as filed in Book 342, Pages 1 through 14, inclusive of maps, records of said County; THENCE along said Northerly line, North 25 °38'41" West, a distance of 15.27 feet to an angle point therein said angle point being a distance of 44.18 feet from the POINT OF BEGINNING; THENCE continuing along said Northerly line, North 43 °35'29" West, a distance of 44.18 feet to the POINT OF BEGINNING. Containing 1.548 acres, more or less. EXHIBIT "B" ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF. /A�' --. William Rohal L.S. 8805 Exp. Date 12/31/2014 6- Z5 , 2-o13 Date THIS DOCUMENT RFVzti =WED BY RIVERSIDE COUN'lY SURVEYOR. 9Y: Page 4 of 4 IIIIIIIIIIIIIIIIIIIIIII IIIII IIII IIIIIII III III 1111 IIII tElly[lF !� JP TRACT MAP 28W NQ s TRACT MAP 2 V I1 Ml - 1 MB 660016 4 °�0o LOT a 0 0 0 0 m cr 0 a SEE SHEET NO.4 SECTI 8, TOWNSHIP 7 SCALE: 1"= 400' 400 0 400 800 RANGE 2 WEST, S.B.M. PRFPARFD RYe WILLIAM ROHAL L. S. NO 8805 COMPANY NAME: RICK ENGINEERING COMPANY ADDRESS: 1770 IOWA AVENUE, SUITE 100, RIVERSIDE, CA 92507 TELEPHONE NO: (951) 782 -0707 20 1111111111111 1 10 7 o f 11 Fyn o� Q ca g� a M O z H W w N w w SHEET 1 OF 5 SHEETS EXHIBIT ''B" PUBLIC ROAD AND UTILITY EASEMEN HURROETA 215 a 4 MURRIETA HOT SPRINGS w ROAD -i ENCANTO RD PACIFIC PARK DR.- )MONTORY PKWY a POURROY RD u 6MdG°Q VICINITY MAP N.T.S. NOTE SEE SHEET 5 FOR TABLE DATA N 0 i z w Q a W u N �� W o W d N EXHIBIT "B" SHEET 2 OF 5 SHEETS PUBLIC ROAD AND UTILITY EASEMENTSEE SHEET NO.3 �/ I DECLARATION a LIN� �l OF DEDICATION PER INST. PARCEL DD � M MAP 30000 NO. 237697, N p REC.5 -30 -2001 M L3 MD34b�/ o LLAn 445M DECLARATION OF \ 128' onay. H0. 260 46815 DEDICATION PER MB 221/63 -74 o0 64' RECD. 5 °28 -2002 131' PARCEL E SCALE: 1 "= 200' b FOR THIS AREA o o SEE SHEET N0. 4 N N I 200 0 200 400 131' 64' 8, TOWNSHIP 7 SOUTH, RANGE 2 WEST, S.B.M. Cd POB PARCEL y 6 128' BY: WILLIAM ROHAL ` Ll P PR GE� o Q a S74 3131'W (R)J J C3 c COMPANY NAME: RICK ENGINEERING COMPANY SOUTHEASTERLY ADDRESS: o MAP 303 's �� zi8' cr NO: (951) 782 -0707 64' 64' Z) O � O LLA 44434 > N JQ� ONS7. X10. 28 k 0 15 =wo QooPa G°3C0. °�� °�00� �ZF Q pAG°3C�[[� DD w �� oow fl 201 10/02/201301: 09P 8 r 11 o G SECTION a LIN� MAP 30000 MD34b�/ o W SCALE: 1 "= 200' b � N o V1 200 0 200 400 °, SECTION 8, TOWNSHIP 7 SOUTH, RANGE 2 WEST, S.B.M. POB PARCEL y A PREPARED BY: WILLIAM ROHAL ` Ll L. S. NO 8805 S74 3131'W (R)J COMPANY NAME: RICK ENGINEERING COMPANY SOUTHEASTERLY ADDRESS: 1770 IOWA AVENUE, SUITE 100, RIVERSIDE, CA 92507 CORNER LOT 5 TELEPHONE NO: (951) 782 -0707 TRACT 25619 -1, MB 221/63 -74 201 10/02/201301: 09P 8 r 11 VRAC T MAP 28005 MB 400/ 0 4 -f @o 8 DECLARATION OF DEDICATION PER MB 221/63 -74 `Z:z NORTHERLY LINE SHEET 3 OF 5 SHEETS LOT 7, MB 221/63 -74 EXHIBIT 'B" a PUBLIC AND UTILITY a 0 S86' E!Z (R) p q D Q Q � a 0 0 I Q� a d DECLARATION/ n Q OF DEDICATION M w a fn PER INST. NO.237697, o U r- og V � `� REC.5 -30 -2001 a LLA 4434 N OHOU . N CEO. 284615 RECD. 5 -20 -20002 SEE SHEET N0. 2 SECTION 8,TOWNSHIP 7 SOUTH,RANGE 2 EAST LINE LOT 7, MB 221/63 -74 & EAST LINE SECTION 8 PH X003/ 40 -47 DECLARATION OF DEDICATION PER MB 221/63 -74 PH so/6@47 SCALE: 1 "= 200' 200 0 200 400 , S.B.M. PREPARED BY: WILLIAM ROHAL L. S. N0. 8805 COMPANY NAME: RICK ENGINEERING COMPANY ADDRESS: 1770 IOWA AVENUE, SUITE 100, RIVERSIDE, CA 92507 TELEPHONE NO: (951) 782 -0707 I VIII (III (III (VI VIII VIII I VIII I 09 f�01� 10/0 �30P Co C-: / o � I �o�'v /S Jd�� /�,�Z o p2� 3 OUA Cm ca m �mooNNN 1 5 zm� owz0 --A tn O w I I N —I N N - -J -Or O 05 (A N ID cOtt M .-. -w° m (Y) 3,!W S.00� �y U' NOr24'36"E 246.60' NOG o-u m Co m C> to ZE wm PARCEL A _ M f Al:. ao POURROY ROAD I �� 11111111 1 ) I111111111111 III 1£ 10 212 0 13 �'1 11 2776.26' X mzmm .�oz I o-ni> o° --4 I N O N w Z o O� Z O � � O i 19 0 `� I 134.01' z 0 0 cn moo W o n n n ��n °' o z ° . z M O A m li' /V � oo O Oq � d - O C W r 0 n 0 m Z S W_ H r r W T H m n N m m Z —I NOT24'36'E o 200.00' --V� m N i n °' m Z " o n 'w Kmxn 0 --I n c) r - o N m (z w n o 1- 0 o Qo m o °� m n n z -0 -o n n jwoo Igo o N o m O �owo)> o Z oo cno m z n w m - < 'o o m o �I� wmn�on � 0 m m 0o ZE � Z C - onccn w 0 o.aw -iom n c°n r x ICJ °\o �r- O N n < m Z n K oo 2 p 0 R P m m A n p / \ >W ��O m rri C> D � � ZLn 0 o O -p Z@90 N A 0 F'_ ,9 pp 6 z z m W v U) m�fl� o ro cn Co C-: / o � I �o�'v /S Jd�� /�,�Z o p2� 3 OUA Cm ca m �mooNNN 1 5 zm� owz0 --A tn O w I I N —I N N - -J -Or O 05 (A N ID cOtt M .-. -w° m (Y) 3,!W S.00� �y U' NOr24'36"E 246.60' NOG o-u m Co m C> to ZE wm PARCEL A _ M f Al:. ao POURROY ROAD I �� 11111111 1 ) I111111111111 III 1£ 10 212 0 13 �'1 11 2776.26' X mzmm .�oz I o-ni> o° --4 I N O N w Z o O� Z O � � O i 19 0 `� I 134.01' z 0 0 cn moo W o n n n ��n °' o z ° . z M O A m li' /V � oo O Oq � d - O C W r 0 n 0 m Z S W_ H r r W T H m n N m m Z —I NOT24'36'E o 200.00' --V� m N i n °' m Z " o n 'w - -�= Ln D m I N m _ m m SHEET 5 OF 5 SHEETS EXHIBIT "B" PUBLIC ROAD AND UTILITY EASEMENT LEGEND ( ) ...INDICATES RECORD & MEASURED PER MB 341/88 -104. UNLESS OTHERWISE NOTED. (( )) ...INDICATES RECORD & MEASURED PER MB 342/ 1 -14. UNLESS OTHERWISE NOTED. [ ] ...INDICATES RECORD & MEASURED PER MB 221/63 -74. UNLESS OTHERWISE NOTED. CURVE TABLE NAME DELTA LINE TABLE ARC NAME ----- 8 °09'05" DIRECTION - -- --- - - - - 1964.00 LENGTH - - -- L1 ---------- [N 75 °56'25" - - - - -- --- W] - - - - -- 36.66' L2 N 0 °07'38" 90.00 27.15' E 134.01' L3 N 3 °07'42" 33.45' C5 E 100.04' L4 N 9 °33'41" C6 21 0 17'45" E 95.96' L5 S 88 0 35'24" 17 0 16'56" E 76.90' L6 (N 43 °35'29" W) 30.82' L7 N 32 0 15'20" 756.00 E 26.79' L8 N 30 °19'03" 90.00 32.16' W 27.04' L9 ((N 25 0 38'41" 25.39' C12 W)) 15.27' LID ((N 43 0 35'29" C13 16 °09'39" W 44.18')) CURVE TABLE NAME DELTA RADIUS ARC - - -- C1 ----- 8 °09'05" - - - - -- --- - - - - 1964.00 -- - - - - -- 279.42' C2 6 °21'23" 1836.00 203.68' C3 17 0 16'56" 90.00 27.15' C4 21 0 17 1 45" 90.00 33.45' C5 2 0 02'15" 854.00 30.37' C6 21 0 17'45" 90.00 33.45' C7 17 0 16'56" 90.00 27.15' C8 20 °47'15" 844.00 306.21' C9 11 0 48 1 45" 756.00 155.86' CIO 20 0 28'30" 90.00 32.16' C11 16 0 09'39" 90.00 25.39' C12 2 °33'49" 747.00 33.42' C13 16 °09'39" 90.00 25.39' C14 20 °28'30" 90.00 32.16' C15 (7 0 47 1 53" 1325.00 180.33') LAND SV�\ No. 8805 EXG. 12 -31-14 OF CAov SEC TION 8, TOWNSHIP 7 SOUTH, RANGE 2 WEST, S.B.M. PREPARED BY: L. S. NO. - WILLIAM ROHAL COMPANY NAME: RICK ENGINEERING COMPANY ADDRESS: 1770 IOWA AVENUE, SUITE 100, RIVERSIDE, CA 92507 TELEPHONE N0: (951) 782 -0707 ZS - ZG(� DATE