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2011/10/31 Dedication Briggs Rd TR 34406 IP09-012
T.5.$., R.3 yV. SEC. 24 ROAD NAME: Briggs Rd., McCall RETURN TO: CITY OF MENIFEE 29714 Haun Road Menffee, CA. 92586 CERTIFICATE of ACCEPTANCE of DEDICATION (GOVERNMENT CODE SECTION 27281) THIS IS TO CERTIFY that the interest in real property granted by this dedication dated from, MENIFEE DEVELOPMENT LLC. a California limited liability comoan ry to the CITY OF MENIFEE, is hereby accepted for the purpose of vesting title in the CITY OF MENIFEE on behalf of the public for public road and utility purposes, and (will or not) be included into the City Maintained Road System by the undersigned on behalf of the City Council of Menifee pursuant to the authority contained in City Resolution No. 08-08 No. 669. Grantee consents to recordation thereof by its dully authorized officer. DatedCITY OF MENIFEE F' R, 0- ror __•M_. . Lake Dr. PROJECT: TR 34406 W.O.# IP09-012 FOR RECORDER'S USE I THIS INSTRUMENT IS FOR THE BENEFIT OF THE COUNTY OF RIVERSIDE AND ENTITLED TO BE RECORDED WITHOUT FEE. (GOV. CODE 6103) DOC # 2011-0481156 10/31/2011 04:02P Fee:NC Page 1 of 22 Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder 1111111111111111111111111111111111111111111111111111111 S R I U PAGE SIZE DA MISC I LONG RFD COPY I 2 A L 465 426 PCOR NCOR SMF CHG EXAM UNI O� �1M^,L I �t — Cc, T: CTY OFFER OF DEDICATION MENIFEE DEVELOPMENT LLC, a California limited liability company Grant(s) to the CITY OF MENIFEE, a political subdivision, a DEDICATION 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 SIGNATURE OF RECORDED OWNERS) MUST BE NOTARIZED DATED c? O DATED o?O Martin P a pap Vice Pr ent Iof 1 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT 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'-- n WITNESS my Signature: K UY V/ Place Notary Seal Above i of Notary is OPTIONAL Though the information below is not required by law, it may prove valuable to Vrsons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: o Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer— Title(s): ❑ Individual ❑ Partner — O Limited ❑ General Top of thumb here ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Number of Pages: Signer's Name: ❑ Corporate Officer— Title(s): ❑ Individual ❑ Partner — ❑ Limited ❑ General Top of thumb here ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: ® 2009 National Notary Association • NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 .A��A�,.BE�.. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Riverside On June 2, 2011 before me, Sarah McPherson Notary Public personally appeared Martin P. Langpap and Jeffrey R. Sands 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 underthe law of the State of California that the foregoing paragraph is true and correct. Witness my hand and official seal. SARAN MCPHERSON Commission # 1820889 a "-�r Notary Public - California z Signature, �h Mo9m -nn z Y Riverside County D My Comm. Expires Nov 27, 2012 Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed By Signer Signer's Name: Individual Corporate Officer -- Title(s): Partner -- Limited, General Attorney -in -Fact Trustee Guardian or Conservator Other: ONA Authorized Representative Signer Is Representing: Standard Pacific Corp. Number of Pages: 1111111111l0..002F EXHIBIT "A" DED 11-001 THOSE PARCELS OF LAND IN THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING THOSE PORTIONS OF LOTS 1038, 1057, 1058, 1059, 1061, 1062, 1063, 1077 AND 1078, OF ROMOLA FARMS NO. 10, TOGETHER WITH THOSE PORTIONS OF MALAGA ROAD, CHAMBERS AVENUE AND MATEROS ROAD, AS SHOWN ON THE MAP FILED IN BOOK 15, PAGES 29 THROUGH 31, INCLUSIVE OF MAPS, TOGETHER WITH PARCELS 1, 2, AND MALAGA ROAD AS SHOWN ON THE PARCEL MAP FILED IN BOOK 59, PAGE 41, OF PARCEL MAPS, ALSO TOGETHER WITH THOSE PORTIONS OF THE SOUTHEAST QUARTER OF SECTION 24, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, AS SHOWN ON THE RECORD OF SURVEY FILED IN BOOK 116, PAGES 98 THROUGH 100, INCLUSIVE OF RECORDS OF SURVEY, ALL IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, FURTHER DESCRIBED AS FOLLOWS: PARCEL "A": A STRIP OF LAND, 105 FEET WIDE, LYING 45 FEET SOUTHWESTERLY AND WESTERLY, AND 60 FEET NORTHEASTERLY AND EASTERLY, OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE NORTHWESTERLY TERMINUS OF THE SOUTHWESTERLY LINE OF LOT "C", HERITAGE LAKE DRIVE, OF TRACT NO.31795-1, IN SAID COUNTY, AS SHOWN ON THE MAP FILED IN BOOK 395, PAGES 43 AND 44 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, SAID NORTHWESTERLY TERMINUS ALSO BEING THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHWESTERLY, AND HAVING A RADIUS OF 875.00 FEET, A RADIAL LINE FROM SAID POINT OF BEGINNING BEARS SOUTH 30026'59" WEST; THENCE ALONG SAID SOUTHWESTERLY LINE THROUGH THE FOLLOWING 3 COURSES; 1. SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7°27'49", AN ARC LENGTH OF 113.98 FEET; 2. SOUTH 52005'12" EAST, 425.64 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "A"; 3. CONTINUING SOUTH 52°05'12" EAST, 15.41 FEET THENCE CONTINUING SOUTH 52005'12" EAST, 892.59 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "B"; THENCE CONTINUING SOUTH 52005'12" EAST, 131.93 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHWESTERLY, AND HAVING A RADIUS OF 850.00 FEET; THENCE SOUTHEASTERLY AND SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 48024'50", AN ARC LENGTH OF 718.24 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "C", A RADIAL LINE FROM SAID POINT "C" BEARS SOUTH 86019'38" WEST; THENCE CONTINUING SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 4°30'21 ", AN ARC LENGTH OF 66.85 FEET; PAGE 1 OF 11 GA725\421EGAMRIGHT-OFMAY DEDICATION-REMSED.dom 18/3 1/2011 04 : 02P 4of22 THENCE SOUTH 00050'00" WEST, 570.66 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE WESTERLY, AND HAVING A RADIUS 2000.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 4-21'00", AN ARC LENGTH OF 151.84 FEET; THENCE SOUTH 05011'00" WEST, 280.42 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 2000.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5000'59", AN ARC LENGTH OF 175.11 FEET TO A POINT OF TANGENCY WITH THE NORTHERLY PROLONGATION OF THE CENTERLINE OF HERITAGE LAKE DRIVE, AS SHOWN ON THE MAP OF TRACT NO. 34180-1, FILED IN BOOK 429, PAGES 43 THROUGH 45 INCLUSIVE OF MAPS, RECORDS OF SAID COUNTY; THENCE SOUTH 00010'00" WEST, 106.70 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT " D"; THENCE CONTINUING SOUTH 00010'00" WEST, 0.34 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "H"; THENCE CONTINUING SOUTH 00010'00" WEST, 526.53 FEET TO THE POINT OF TERMINUS, SAID POINT BEING THE NORTHERLY TERMINUS OF THE CENTERLINE OF HERITAGE LAKE DRIVE (LOT 'E") OF SAID TRACT NO. 34180-1; THE SOUTHERLY TERMINUS OF THE SIDELINES OF SAID STRIP SHALL BE LENGTHENED OR SHORTENED SO AS TO TERMINATE AT THE NORTHERLY LINE OF LOT "D", HERITAGE LAKE DRIVE, OF SAID TRACT NO. 34180-1, THE SOUTHWESTERLY LINE OF SAID STRIP SHALL BE CONTINUED OR SHORTENED SO AS TO TERMINATE NORTHWESTERLY AT THE EASTERLY LINE OF LOT "Q", HERITAGE LAKE DRIVE, OF TRACT NO. 30705-1, IN SAID COUNTY, AS SHOWN ON THE MAP FILED IN BOOK 377, PAGES 44 AND 53 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EXCEPTING THEREFROM THAT PORTION LYING WITHIN LOT "C" OF SAID TRACT NO. 31795-1. CONTAINING 405,764 SQUARE FEET OR 9.315 ACRES, MORE OR LESS. PARCEL "B": BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF BRIGGS ROAD WITH THE SOUTHERLY LINE OF THE ATKINSON, TOPEKA & SANTA FE RAILROAD RIGHT-OF-WAY, ALL AS SHOWN ON SAID TRACT NO. 31795-1; THENCE ALONG THE CENTERLINE OF SAID BRIGGS ROAD, SOUTH 00°34'13" WEST, 221.69 FEET; THENCE CONTINUING ALONG SAID CENTERLINE, SOUTH 00°28'37" WEST, 2,580.18 FEET TO THE NORTHEASTERLY CORNER OF LOT "B" OF SAID TRACT NO. 34180-1; PAGE 2 OF 11 G:\725\42\LEGALS\RIGHT-OF-WAY DEDICATION-REVISED.docx it �: 562P 5 of 22 THENCE ALONG THE NORTHERLY LINE OF SAID LOT "B" AND THE WESTERLY PROLONGATION THEREOF, NORTH 89°30'50" WEST, 76.00 FEET TO A LINE PARALLEL WITH AND 76.00 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 00°28'37" WEST 2580.18 FEET; THENCE ALONG THE LAST MENTIONED PARALLEL LINE, NORTH 00-28-37" EAST, 200.00 FEET; THENCE NORTH 02°44'28" EAST, 430.34 FEET TO A LINE PARALLEL WITH AND 59.00 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 00028'37" WEST 2580.18 FEET; THENCE ALONG THE LAST MENTIONED PARALLEL LINE, NORTH 00-28,37" EAST, 20.15; THENCE NORTH 00028-40" WEST, 300.04 FEET TO A LINE PARALLEL WITH AND 64.00 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 00°28'37" WEST 2580.18 FEET; THENCE ALONG THE LAST MENTIONED PARALLEL LINE, NORTH 00028'37" EAST, 31.28 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE WESTERLY AND HAVING A RADIUS OF 50.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18-11-42", AN ARC DISTANCE OF 15.88 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE EASTERLY, AND HAVING A RADIUS OF 50.00 FEET, A RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS NORTH 72016'55" EAST; THENCE NORTHERLY ALONG SAID REVERSE CURVE THROUGH A CENTRAL ANGLE OF 18-11-42", AN ARC DISTANCE OF 15.88 FEET TO A LINE PARALLEL WITH AND 69.00 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 00028'37" WEST 2580.18 FEET; THENCE ALONG THE LAST MENTIONED PARALLEL LINE, NORTH 00°28'37" EAST, 55.00 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE EASTERLY, AND HAVING A RADIUS OF 50.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18011'42", AN ARC DISTANCE OF 15.88 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE WESTERLY, AND HAVING A RADIUS OF 50.00 FEET, A RADIAL LINE FROM SAID CURVE BEARS NORTH 71'19'41" WEST; THENCE NORTHERLY ALONG SAID REVERSE CURVE THROUGH A CENTRAL ANGLE OF 18-11'42", AN ARC DISTANCE OF 15.88 FEET TO A LINE PARALLEL WITH AND 64.00 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 00°28'37" WEST 2580.18 FEET; THENCE ALONG THE LAST MENTIONED PARALLEL LINE, NORTH 00°28'37" EAST, 138.27 FEET; THENCE NORTH 42"32'53" WEST, 20.52 FEET TO A LINE PARALLEL WITH THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 00028'37" WEST 2580.18 FEET; THENCE NORTH 00°28'37" EAST, 88.00 FEET; PAGE 3 OF 11 GA7251421EGAMRIGHT-OF-WAY DEDICATION-REVISED.docx 10;'31/2F+11 04 : 02F R of 22 THENCE NORTH 89"31'23" WEST, 12.00 FEET TO A LINE PARALLEL WITH THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 00°28'37" WEST 2580.18 FEET; THENCE NORTH 00°28'37" EAST, 77.00 FEET; THENCE NORTH 47035-53" EAST, 19.10 FEET TO A LINE PARALLEL WITH AND 76.00 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 00028'37" WEST 2680.18 FEET; THENCE ALONG THE LAST MENTIONED PARALLEL LINE, NORTH 00°28'37" EAST, 200.00 FEET; THENCE NORTH 02*44-28" EAST, 430.34 FEET TO A LINE PARALLEL WITH AND 59.00 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 00028'37" WEST 2580.18 FEET; THENCE ALONG THE LAST MENTIONED PARALLEL LINE, NORTH 00°28'37" EAST, 267.80 FEET; THENCE NORTH 34030'54" WEST, 24.41 FEET TO A LINE PARALLEL WITH AND 73.00 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 00028'37" WEST 2580.18 FEET; THENCE ALONG THE LAST MENTIONED PARALLEL LINE, NORTH 00028'37" EAST, 80.00 FEET; THENCE NORTH 35028'09" EAST, 24.41 FEET TO A LINE PARALLEL WITH AND 59.00 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 00028'37" WEST 2580.18 FEET; THENCE ALONG THE LAST MENTIONED PARALLEL LINE, NORTH 00"28'37" EAST, 132.27 FEET; THENCE NORTH 00"34'13" EAST, 264.35 FEET TO A POINT ON SAID SOUTHERLY LINE OF THE ATKINSON, TOPEKA & SANTA FE RAILROAD RIGHT-OF-WAY; THENCE SOUTH 53035'29" EAST, 72.78 FEET ALONG SAID SOUTHERLY LINE TO THE POINT OF BEGINNING. CONTAINING 189,247 SQUARE FEET OR 4.345 ACRES, MORE OR LESS PARCEL "C": A STRIP OF LAND, 152 FEET WIDE, LYING 75 FEET SOUTHWESTERLY AND SOUTHERLY, AND 77 FEET NORTHEASTERLY AND NORTHERLY, OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHEASTERLY TERMINUS OF THE CENTERLINE OF MCCALL BOULEVARD OF SAID TRACT NO. 30705-1, SAID TERMINUS BEING THE SOUTHEASTERLY TERMINUS OF THAT CERTAIN COURSE IN SAID CENTERLINE HAVING A BEARING AND DISTANCE OF SOUTH 54044'19"EAST, 105.61 FEET; PAGE 4 OF 11 GA725\421EGALS\RIGHT-OFMAY DEDICATION-REVISED.docx 1 &131,''2011 04 : 02P i of 22 THENCE CONTINUING SOUTH 54°44'19" EAST, 275.60 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "E"; THENCE CONTINUING SOUTHEASTERLY, SOUTH 54-44-19" EAST, 328.06 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHERLY, AND HAVING A RADIUS OF 2,400.00 FEET; THENCE SOUTHEASTERY AND EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 34047'03", AN ARC DISTANCE OF 1,457.04 FEET; THENCE SOUTH 89031-23" EAST, 462.43 FEET A POINT HEREINAFTER REFERRED TO AS POINT "F"; THENCE CONTINUING SOUTH 89031'23" EAST, 202.50 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "G"; THENCE CONTINUING SOUTH 89031'23" EAST, 355.50 FEET TO THE CENTERLINE OF BRIGGS ROAD AS SHOWN ON RECORD OF SURVEY 2002-185, FILED IN BOOK 116, PAGES 98 THROUGH 100, INCLUSIVE OF RECORDS OF SURVEY, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, AND THE POINT OF TERMINUS OF SAID STRIP. EXCEPTING THEREFROM THOSE PORTIONS LYING WITHIN THE ABOVE DESCRIBED PARCELS "A", AND "B". CONTAINING 439,498 SQUARE FEET OR 10.089 ACRES, MORE OR LESS. PARCEL "D": COMMENCING AT THE AFOREMENTIONED POINT "A"; THENCE SOUTH 37054'48" WEST, 45.00 FEET TO THE SOUTHWESTERLY SIDELINE OF SAID PARCEL "A" AND THE TRUE POINT OF BEGINNING. THENCE ALONG SAID SOUTHWESTERLY SIDELINE, SOUTH 52-05'12" EAST 116.00 FEET, THENCE LEAVING SAID SOUTHWESTERLY SIDELINE, SOUTH 85055'34" WEST, 26.91 FEET TO A LINE PARALLEL WITH AND 18.00 FEET SOUTHWESTERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 52*05'12" EAST 116.00 FEET; THENCE ALONG THE LAST MENTIONED PARALLEL LINE, NORTH 52°05'12" WEST, 76.00 FEET; THENCE LEAVING SAID PARALLEL LINE, NORTH 10°05'58" WEST, 26.91 FEET THE TRUE POINT OF BEGINNING; CONTAINING 1,728 SQUARE FEET, MORE OR LESS. PARCEL "E": COMMENCING AT THE AFOREMENTIONED POINT "B"; THENCE SOUTH 37054'48" WEST, 45.00 FEET TO SAID SOUTHWESTERLY SIDELINE OF SAID PARCEL "A" AND THE TRUE POINT OF BEGINNING; PAGE 5 OF 11 GA725\42\LEGALS\RI GHT-OF-WAY DEDICATION-REVISED.docx rIjjIFj#+jIC1jjjjIIlI111111}If111111illIrlf 2 011-4IM 1R42 THENCE ALONG SAID SOUTHWESTERLY LINE, SOUTH 5200512" EAST 116.00 FEET; THENCE LEAVING SAID SOUTHWESTERLY SIDELINE, SOUTH 85°55'34" WEST, 26.91 FEET TO A LINE PARALLEL WITH AND 18.00 FEET SOUTHWESTERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 52005'12" EAST 116.00 FEET; THENCE ALONG THE LAST MENTIONED PARALLEL LINE, NORTH 52-05-12" WEST, 76.00 FEET; THENCE LEAVING SAID PARALLEL LINE, NORTH 10°05'58" WEST, 26.91 FEET TO TRUE POINT OF BEGINNING; CONTAINING 1,728 SQUARE FEET, MORE OR LESS. PARCEL "F": COMMENCING AT THE AFOREMENTIONED POINT "B"; THENCE NORTH 37054-48" EAST, 60.00 FEET TO THE NORTHEASTERLY SIDELINE OF SAID PARCEL "A" AND THE TRUE POINT OF BEGINNING; THENCE ALONG SAID NORTHEASTERLY SIDELINE, SOUTH 52-05-12" EAST 116.00 FEET; THENCE LEAVING SAID NORTHEASTERLY SIDELINE, NORTH 43°33'21" WEST, 20.22 FEET TO A LINE PARALLEL WITH AND 3.00 FEET NORTHWESTERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 52005'12" EAST 116.00 FEET; THENCE ALONG THE LAST MENTIONED PARALLEL LINE, NORTH 52-05'12" WEST, 76.00 FEET; THENCE LEAVING SAID PARALLEL LINE, NORTH 60037'03" WEST, 20.22 FEET TO TRUE POINT OF BEGINNING; CONTAINING 288 SQUARE FEET OR 0.007 ACRES, MORE OR LESS. PARCEL "G": COMMENCING AT THE AFOREMENTIONED POINT "C", SAID POINT BEING A POINT IN A CURVE, CONCAVE WESTERLY, AND HAVING A RADIUS OF 850.00 FEET, A RADIAL LINE FROM SAID POINT OF BEGINNING BEARS SOUTH 86'19'38" WEST; THENCE RADIAL TO SAID CURVE, NORTH 86°19'38" EAST, 60.00 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT BEING A POINT ON THE EASTERLY SIDELINE OF SAID PARCEL "A" AND BEING A CURVE WITH A RADIUS OF 910.00 FEET, THENCE SOUTHERLY ALONG SAID EASTERLY SIDELINE AND CURVE THROUGH A CENTRAL ANGLE OF 4030'22", AN ARC LENGTH OF 71.57 FEET TO THE SOUTHERLY TERMINUS OF SAID CURVE; THENCE CONTINUING ALONG THE EASTERLY SIDELINE OF SAID PARCEL"A", SOUTH 0050'00" WEST, 41.00 FEET; PAGE 6OF11 GA725WAL.EGAMRIGHT-OF-WAY DEDICATION-REVISED.docx lW31:'2011 04 : 02F 9 of 22 THENCE LEAVING SAID EASTERLY SIDELINE, NORTH 7-19-29" EAST, 25.16 FEET; THENCE NORTH 0°28'37" EAST, 38.00 FEET; THENCE SOUTH 89031'23" EAST, 1.52 FEET; THENCE NORTH 0028'37" EAST, 38.00 FEET; THENCE NORTH 29027'15- WEST, 13.30 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 365 SQUARE FEET, MORE OR LESS. PARCEL "H": COMMENCING AT THE AFOREMENTIONED POINT "D", THENCE NORTH 89050'00" WEST, 45.00 FEET TO THE WESTERLY SIDELINE OF SAID PARCEL "A" AND THE TRUE POINT OF BEGINNING; THENCE ALONG SAID WESTERLY SIDELINE, SOUTH 0010'00 WEST, 116.00 FEET; THENCE LEAVING SAID WESTERLY SIDELINE, NORTH 41 °49'14" WEST, 26.91 FEET TO A LINE PARALLEL WITH AND 18.00 FEET WESTERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 0010'00" WEST 116.00 FEET; THENCE ALONG THE LAST MENTIONED PARALLEL LINE, NORTH 00010'00" EAST, 76.00 FEET; THENCE LEAVING SAID PARALLEL LINE, NORTH 42009'14" EAST, 26.91 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 1,728 SQUARE FEET, MORE OR LESS. ]c1Z83:14" COMMENCING AT THE AFOREMENTIONED POINT "H"; THENCE SOUTH 89°50'00" EAST, 60.00 FEET TO THE EASTERLY SIDELINE OF SAID PARCEL "A" AND THE TRUE POINT OF BEGINNING; THENCE ALONG SAID EASTERLY SIDELINE, SOUTH 0°10'00 WEST, 116.00 FEET; THENCE LEAVING SAID EASTERLY SIDELINE, NORTH 9000'03" EAST, 20.24 FEET; THENCE NORTH 0028'37" EAST,.38.00 FEET THENCE SOUTH 89031'23" EAST, 7.43 FEET; THENCE NORTH 0028'37" EAST, 38.00 FEET; THENCE NORTH 28028'54" WEST, 22.84 FEET TO THE TRUE POINT OF BEGINNING; PAGE 7 OF 11 GA725\421EGAMRIGHT-OF-WAY DEDICATION-REVISED.docx 2011-04811 11 �II� 10 '1l2 0I zz 2P CONTAINING 675 SQUARE FEET, MORE OR LESS PARCEL "J": COMMENCING AT THE AFOREMENTIONED POINT "E"; THENCE NORTH 35015'41" EAST, 77.00 FEET TO THE NORTHEASTERLY SIDELINE OF SAID PARCEL "C" AND THE TRUE POINT OF BEGINNING; THENCE ALONG SAID NORTHEASTERLY SIDELINE, SOUTH 54-44'19" EAST 120.00 FEET; THENCE LEAVING SAID NORTHEASTERLY SIDELINE, NORTH 21 °42'53° WEST, 23.85 FEET TO A LINE PARALLEL WITH AND 13.00 FEET NORTHWEASTERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 54044'19" EAST, 116.00 FEET; THENCE ALONG THE LAST MENTIONED PARALLEL LINE, NORTH 54°44'19" WEST 80.00 FEET; THENCE LEAVING SAID PARALLEL LINE, NORTH 87°45'45" WEST, 23.85 FEET TO TRUE POINT OF BEGINNING; CONTAINING 1,300 SQUARE FEET, MORE OR LESS. PARCEL "K": COMMENCING AT THE AFOREMENTIONED POINT "E"; THENCE SOUTH 35015'41" WEST, 75.00 FEET TO THE SOUTHWESTERLY SIDELINE OF SAID PARCEL "C" AND THE TRUE POINT OF BEGINNING; THENCE ALONG SAID SOUTHWESTERLY SIDELINE, SOUTH 54-44'19" EAST 120.00 FEET; THENCE LEAVING SAID SOUTHWESTERLY SIDELINE, SOUTH 80°15'41" WEST, 21.21 FEET TO A LINE PARALLEL WITH AND 15.00 FEET SOUTHWESTERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 54044'19" EAST 120.00 FEET; THENCE ALONG THE LAST MENTIONED PARALLEL LINE, NORTH 54-44-19" WEST, 90.00 FEET; THENCE LEAVING SAID PARALLEL LINE, NORTH 09.44" 9" WEST, 21.21 FEET TO TRUE POINT OF BEGINNING; CONTAINING 1,675 SQUARE FEET, MORE OR LESS. PARCEL "L": BEGINNING AT THE INTERSECTION OF SAID EASTERLY SIDELINE OF PARCEL "A", WITH THE NORTHERLY SIDELINE OF SAID PARCEL "C"; THENCE ALONG SAID EASTERLY SIDELINE, NORTH 05-11'00" EAST, 13.08 FEET; PAGE 8 OF 11 GA725\421EGAMRIGHT-OF-WAY DEDICATION-REVISED.docx 10:'31 /2011 04 : 02P 11 of 22 THENCE LEAVING SAID EASTERLY SIDELINE, SOUTH 09"17'28" EAST, 13.42 FEET TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE NORTHERLY AND HAVING A RADIUS OF 2323.00 FEET, A RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS NORTH 03'37'14" EAST; THENCE WESTERLY ALONG SAID NON -TANGENT CURVE THROUGH A CENTRAL ANGLE OF 0"04'57", AN ARC LENGTH OF 3.34 FEET TO THE POINT OF BEGINNING; CONTAINING 22 SQUARE FEET, MORE OR LESS. PARCEL "M": COMMENCING AT THE AFOREMENTIONED POINT "G"; THENCE NORTH 00"28'37" WEST, 77.00 FEET TO SAID NORTHERLY SIDELINE OF PARCEL "C" AND THE TRUE POINT OF BEGINNING. THENCE ALONG SAID NORTHERLY SIDELINE, SOUTH 89"31'23" EAST 111.00 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHERLY AND HAVING A RADIUS OF 50.00 FEET, A RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS NORTH 0"28'37" EAST; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16"15'37", AN ARC LENGTH OF 14.19 FEET, TO THE BEGINNING OF A REVERSE CURVE, CONCAVE SOUTHERLY AND HAVING A RADIUS OF 50.00 FEET, A RADIAL LINE FROM SAID BEGINNING OF REVERSE CURVE BEARS SOUTH 16044'14" WEST; THENCE WESTERLY ALONG SAID REVERSE CURVE THROUGH A CENTRAL ANGLE OF 16015'37", AN ARC LENGTH OF 14.19 FEET; THENCE NORTH 89"31'23" WEST, 55.00 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHERLY AND HAVING A RADIUS OF 50.00 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16"15'37", AN ARC LENGTH OF 14.19 FEET, TO THE BEGINNING OF A REVERSE CURVE, CONCAVE NORTHERLY AND HAVING A RADIUS OF 50.00 FEET, A RADIAL LINE FROM SAID BEGINNING OF REVERSE CURVE BEARS NORTH 15"47'00" WEST; THENCE WESTERLY ALONG SAID REVERSE CURVE THROUGH A CENTRAL ANGLE OF 16015'36", AN ARC LENGTH OF 14.19 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 332 SQUARE FEET, MORE OR LESS. PARCEL "N": COMMENCING AT THE AFOREMENTIONED POINT "F"; THENCE SOUTH 0"28'37" WEST, 75.00 FEET TO THE SOUTHERLY SIDELINE OF SAID PARCEL "C" AND THE TRUE POINT OF BEGINNING: THENCE ALONG SAID SOUTHERLY SIDELINE, SOUTH 89"31'23" EAST, 480.00 FEET TO THE WESTERLY SIDELINE OF SAID PARCEL "B"; PAGE 9 OF 11 G_\725\42\LEGALS\RIGHT-0E-WAY DEDICATION-REVISED.docx 10/31i2011 04:&2P 12 of 22 THENCE ALONG SAID WESTERLY SIDELINE, SOUTH 00°28'37" WEST, 13.00 FEET TO A LINE PARALLEL WITH AND 13.00 FEET SOUTHERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 89031'23" EAST 480.00 FEET; THENCE ALONG THE LAST MENTIONED PARALLEL LINE, NORTH 89"31'23" WEST, 200.00 FEET; THENCE LEAVING SAID PARALLEL LINE, NORTH 86"51'53" WEST, 280.30 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 4,420 SQUARE FEET, MORE OR LESS. PARCEL "O": BEGINNING AT THE INTERSECTION OF SAID WESTERLY SIDELINE OF PARCEL "A", WITH SAID SOUTHERLY SIDELINE OF PARCEL "C"; THENCE ALONG SAID WESTERLY SIDELINE, SOUTH 05-11'00" EAST, 14.61 FEET; THENCE LEAVING SAID WESTERLY SIDELINE, NORTH 44"25'07" WEST, 23.14 FEET TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE NORTHERLY AND HAVING A RADIUS OF 2475.00 FEET, A RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS NORTH 06037'59" EAST; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0024'29", AN ARC LENGTH OF 17.63 FEET TO THE POINT OF BEGINNING; CONTAINING 129 SQUARE FEET, MORE OR LESS. PARCEL "P": BEGINNING AT THE INTERSECTION OF SAID EASTERLY SIDELINE OF PARCEL "A", WITH SAID SOUTHERLY SIDELINE OF PARCEL "C"; THENCE ALONG SAID EASTERLY SIDELINE, SOUTH 05011'00" WEST, 14.93 FEET; THENCE LEAVING SAID EASTERLY SIDELINE, NORTH 15005'45" EAST, 15.22 FEET TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE NORTHERLY AND HAVING A RADIUS OF 2475.00 FEET, A RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS NORTH 03"44'00" EAST; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0"03'39", AN ARC LENGTH OF 2.63 FEET TO THE POINT OF BEGINNING; CONTAINING 20 SQUARE FEET, MORE OR LESS. PARCEL "Q": BEGINNING AT THE INTERSECTION OF SAID WESTERLY SIDELINE OF PARCEL "A", WITH SAID NORTHERLY SIDELINE OF PARCEL "C"; THENCE ALONG SAID WESTERLY SIDELINE, NORTH 05"11'00" EAST, 13.42 FEET; PAGE 10 OF 11 G:\725\42\LEGALS\RIGHT-OF-WAY DEDICATION-REVISED.docx 10/31.2011 '34:02P 13 of 22 THENCE LEAVING SAID WESTERLY SIDELINE, SOUTH 59053'04" WEST, 22.49 FEET TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE NORTHERLY AND HAVING A RADIUS OF 2323.00 FEET, A RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS NORTH 06044'46" EAST; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0*27'10", AN ARC LENGTH OF 18.36 FEET TO THE POINT OF BEGINNING; CONTAINING 123 SQUARE FEET OR 0.003 ACRES, MORE OR LESS. ALL AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. SAID PARCELS COMBINED CONTAINING 1,048,942 SQUARE FEET OR 24.080 ACRES, MORE OR LESS. PREPARED UNDER THE SUPERVISION OF: S\oNAL LAIVO �5 ER A. S �L Z Za/ / Quo �P �� $ WALTER A. SHEEK, P.L.S. 4838 IDATE * PLS4838 P �FOF CALIFC� PAGE 11 OF 11 GA725\42\LEGALS\RIGHT-OF-WAY DEDICATION-REVISED.docx 10/31 /2011 04 : 02P 14 of 22 EXHIBIT "'B" PUBLIC ROAD AND UTILITY DED 11 -00 1 SEE SHEET 2 FOR LEGEND. ..•. - \ HERITAGE LAKE LOT 1 SHEET 2 1065 TRACT N0. 31795-1 \107d PCLQAQ - M.B. 395 f 43-44 i ��� PT. A' I 1064 Lon - o� zr- J n U133 1_0* 4 1057 SHEET 1 OF 8 EASEMENTS 500 250 0 500 GRAPHIC SCALE o/ �038 � ; \ ;a :PCL 'A' �� 1037 i 1063 1075 SCALE: 1" = 500' ;PCL 'D 1058 \ I \ ROMOLA FARMS NO. 10 FCL "l1'' $ EET 3.:.. 1, . M.B. 15/29-31 \ . 1062 1076 : . [ _ ..SHE 4 . I PO1036 ; 0 1059 PT- 'Br KL 'F' ; 1079 O PCL MATEROS \ 1035 6 1060 • 1061 ROAD .� :1077 078 )8 I SHEET 5 VENUE R ^m V PORTION OF ,r \• I S.E. 1/4, SECTION 24: PT. 6C. T.5S., R.3W., S.B.M.: PCL 'G' PCL .................. . o PT. 'E' : SHEET 6 rn N PCL 'K' ; ................ % ... `9�\ 0 °°=z �\ PCL 'Q' .....:........ o a. M N, :a cj �-=-- U Q] SHADEL ROAD \ S\ANAL LAND SG R A SyF ��F *1 PLS 4a33 �F OFCAL�� ;6Q PCL 'C'� .........................:.. PORTION OF S.E. 1/4, SECTION 24: T.5S., R.3W., S.B.M. PCL '0' PT. WE PCL 'H'i PCL "I' 2- , 181 1 •I 11TRACT NO 34180-2 M.B. 429/46-52 PREPARED UNDER THE SUPERVISION OF: L// WALTER . SHEEK P.L.S. 4838 DATE PCL 'L' . NO' SHEET 7 .. � . I :.. F .... ..... :� :PT. 'H': SHEET 8 .o PT. "F' w PCL 'N' o�PORTION OF XD Lo :m :S.E. 1/4, SECTION 24 :m i ;gc) T.5S., R.3W., S.B.M. :Wrnrn ....................... PAI ~� INSTM NODE 003 R215501 ;�z _m i..: REC. 3-27-03, O.R. GRAND AVENUE TR NO. 34180-1 M.B. 429/43-45 113 -LOT "C" 112 _ � 0 �LLdL1_�L1�'L`L_1 -•--TR NO. 34180••• 36- I M.B. 429/72-79 1 10: ' 3 1 /2011 04 : 02P 15 of 22 EXHIBIT "B" SHEET 2 OF 8 PUBLIC ROAD AND UTILITY EASEMENTS \ EASTERLY LINE LOT V, TR. H \ 30705-1, M.B. 377/44-53 SCALE: 1 " = 150' ��"4" F P.O.B � , wrF !CL A \ 150 75 0 150 \\ TRACT NO. 31795-1 C/ M.B. 395/43-44 GRAPHIC SCALE LOT 1 1038 N37'54'48"E 45.00' NS?. 1037 I T.P.O.B. PCL "D" N1905'58V 26.91' N5705'12'19 76.00' \` SS�6 IN85'5534"E 26.91' I 1058 PCL "D' o� �o I� ¢I 1036 1035 i ROMOLA FARMS NO. 10 M.B. 15/29-31 1059 LINE TABLE LINE BEARING LENGTH L1 N52'05'12"W 425.64' L2 N5705'12"W 15.41' L3 I N52'05'12"W 892.59' CURVE TABLE CURVE DELTA RADIUS Cl 7'27'49" 875.00' 1057 1 1064 1058 1063 1062 M W W LEGEND: ' I 1 cn P.O.C. POINT OF COMMENCEMENT 1060 1061 P.O.B. POINT OF BEGINNING T.P.O.B. TRUE POINT OF BEGINNING PCL. PARCEL PT. POINT AREA OF EASEMENT I AVENUE .--------, �-----��� AVENUE � - ------------ SEE SHEET 5 ------ L 311 LTL'l lJ'J 1 /31/2011 ©4%&2P 16 of 22 o PUBLIC ph 1062 NS?os, 1 '��J. PT. "B' 40 P.O.C. PCLS. "E" AND Or N N 3754'48" E 45.00' T.P.O.B. PCL "E' N 10'05'58" W 26.91' EXHIBIT "B" ROAD AND UTILITY I 11( .P.O.B. PCL "F" I I N3T54'48"E 60.00' I I PCL Or I I SEE DETAIL "A" NO LAJ Lv N 52'05'12" W 76.00' 2 , PCL "E' `W N 85'55'34" E 26.91 (n 1061 CHAMBERS AVENUE o� 00 EASEMENTS j T.P.O.B. PCL "F"------ j �76 I N60'37'03W 20.22' N2'05'12" W 76.00' j PCL "F'' � I 20.22N43*33 21 "W DETAIL L------ N---J Iw I ROMOLA FARMS NO. 10 II M.B. 15/29-31 `s?�\ SCALE: 1 " = 150' 1077 150 75 0 150 00 � vas GRAPHIC SCALE o CHAMBERS o_ AVENUE T.P.O.B.PCL ' �•- - - - - - N29'27' 15"W 13.30' PT.w Cw rA=4'30'22" -- NO'28'37"E 38.00' PCL 'Gw I P.O.C. PCL 'G" R=910.00' N89'31'23"W 1.52' 1 N 86' 19_38" E _ L=71.57 3 RAD j NO'50'00"E NO'28'37"E 38.00' I 41.00 NT19'29"E 25.16' "B"1 PCL 'A' DETAIL L - - - - - - --------NTS CURVE TABLE CURVE DELTA RADIUS LENGTH C2 4924'50" 850.00' 718.24' C3 52'55' 12" 805.00' 743.52' C5 4'30'21" 1 850.00' 66.85' LINE TABLE LINE BEARING LENGTH L3 N5705'12'1V 892.59' L6 N5705' 12 W 131.93' L7 N00'50'00"E 570.66' 45' 60' 105' J "Q I• N 86'19'38" E 60.00' I PCL 'G" I I SEE DETAIL "B" I I J R 2 w V) SEE SHEET 6 1 ► 1 1 SEE SHEET 2 FOR LEGEND 1111111 2011-481156 I0,'31i2011 04: 02P 17 of 22 EXHIBIT "B" SHEET 4 OF 8 PUBLIC ROAD AND UTILITY EASEMENTS 00 �C 1076i 1079 \���y N SCALE: 1 " = 150' I 3 N 50 75 0 150 —� "' m GRAPHIC SCALE LO ti- 2 V) W W V) 1077 CHAMBERS AVENUE LINE TABLE LINE BEARING LENGTH L17 N00'34'13"E 221.69' L18 N00'28'37"E 2580.18' ROMOLA FARMS NO. 10 M.B. 15/29-31 L a 1078 W M' A::m CN 59' N 3528'09" E 24.41' N 928'37" E 80.00'< I 73' N 34'30'54" W 24.41' w_ 00 0 59' J 00 n N t0 O N Z � m a c� m c-ii SEE SHEET 2 FOR LEGEND SEE SHEET 7 LV 11 VTVll.l-j Iis/31/ 2011 04:02P 18 of 22 m m PUB wj:i 01 LO N o P.M. NO. 12013 LO I P.M.B. 59/41 p� w211, rZ N m 1M P.O.B. ' PCL, OC • r c^o ""* o PT. "E" z P.O.C. PCLS. "J" do "K" T.P.O.B. PCL "K' N 9'44' 19" W 21.21 2 LIC PCL "K"--- to a' C, I� I ILO Z �I 3 6 Igo I I I SHADEL ROAD PORTION OF S.E. 1/4, SECTION 24 T.5S., R.3W., S.B.M. EXHIBIT "B" ROAD AND UTILITY SEE SHEET 2 SHEET 5 OF 8 EASEMENTS SCALE: 1 " = 150' 150 75 0 150 35' 15'41 " E R 7 GRAPHIC SCALE -T.P.0.6. PCL •WAJ 'N 87'45'45" W 23.85' o Do N 54'44'19" W 80.00' PCL "J• N 21'42'53" W 23.85' �Acv PORTION OF S.E. 1/4, SECTION 24 T.5S., R.3W., S.B.M. PORTION OF S.E. 1/4, SECTION 24 T.5S., R.3W., S.B.M. M r LLJ 2 w V) N W Ld V) CURVE TABLE CURVE DELTA RADIUS LENGTH C8 34 47'03" 2400.00' 1457.04' SEE SHEET 2 FOR LEGEND LINE TABLE LINE BEARING LENGTH L12 N54'44'19"W 275.60' L13 N54 44'19"W 328.06' 10l31 /2011 04 : 02F 19 of 22 P to o I =o- I�� I ��I Lio L LDETAIL J "F= NTS EXHIBIT "B" PUBLIC ROAD AND UTILITY SEE SHEET 3 r------- =--W ----� IN59'53'04"E 'a' o 'Q I 1 22.49' o _ N644'46"E o RAD, I I P.O.B. I A=V27'10" - . 11 W R=232.3 .00' ^I DETAIL 2 LL=18.36 Flo NTS I Ld \8 PORTION OF S.E. 1/4, SECTION 24 T.SS., R.3W., S. B.M. r - - - - - - - - - I 4=0 24'2s" o0 I R=2475.00' o I N 6'37 -17. 63' a SCALE: PCL '4' PCL W� Q' of = "jd o io to � J .I PCL '0 N44'25'07"W 23.14' I I I L-------- ---J NTS D PT. • 1" = 150' N 89'50'00" W 45.00'� T.P.O.B. PCL 150 75 0 150 N42'09' 14"E 26.91'- PCL 'H GRAPHIC SCALE No' 1 o'oo"E 76.00'- SEE SHEET 2 FOR LEGEND UNE TABLE LINE BEARING LENGTH L7 N00'50'00"E 570.66' L8 N05'11'00"E 280.42' L9 N00' 1 O'00"E 106.70' L10 N00' 10'00"E 1 0.34' L11 NOO' 1 0'02:Lj 526.53' L14 N89'31'23"W 1 462.43' N 41'49' 14" W 26.91 N'LY LINE HERITAGE LAKE DRIVE TR NO. 34180-1 M.B. 429/43-45 CURVE TABLE CURVE DELTA RADIUS LENGTH C6 4'21'00" 2000.00' 151.84' C7 5'00'59" 2000.00' 175.11' C8 34'47'03" 1 2400.00' 1 1457.04' 45 SHEET 6 OF 8 EASEMENTS R.S. 116/98-100 r--W - � - of-- I� 00 I ^I o CN- _ wI I � I I -1 = oo '- � +'� qr l I W a IZlgz^ z� M� I N UJI � a �I 60' I •a zJ I W 105' I , (n i L) A •0 '57" I _ � I P O.B. R= 2323.�0-0 ' I L=3.34' � -J DETAIL - " r J/� L CL-,N ^ LO L14io PCL C r J. I L z a A=0 03 39 j R=2475.00' oUA I = I L=2.63' 41 '41A L_ = 1NL447'39"E RAD N I � I- z�I a P.O.B. I N5'11'00"E I L _ 14.93'__ _Z- W'J uj r DETAIL "E' "' P.O.C. PCL In NTS N 89'50'00" W 60.00' T.P.O.B. PCL I' L N 28'2CL 8'54" W 22.84' oo N O'28I37" E 38.00' ►-�- o`r° N 89*31'2+3" W 7.44' z N 0'28'37 E 38.00 N 9*00 03 E 20.24 CR _ T.P.O.B. PCL 28'28'54" W I 22.84' w— i a I N Clwe I I r t t o = ro I�Zm 10 0 (n o o a 1 o-'^� I ^ M N�i� I z w3:: I �� z I W zZ^ 45' 60 1 o w w 1 02 i� i I 1 uj F- 105' � z ON j rn I °O N 1 Z Z i N r I DETAIL G= j NTS 10!31!2011 04:02F 20 of 22 EXHIBIT "B" SHEET 7OF8 PUBLIC ROAD AND UTILITY EASEMENTS r------------------------7 SEE SHEET 4 I c, cal o C) Ld I oal o oajo N ell W21LO wj�CII N I MI �OI'r' U.)MI I I NI i�l cc R.S. 116/98-100 Zo10 �I NI I I ZI a �I a a rl ii � i I I I P•0;, �" \ zl N89'31'23"W . 55.00' / I N89'31'23"W 111.00' I ■ --`------------ ----� DETAIL "H" PCL ■mm NTS l 1 � M. Keel L UJI cn W U.l V) iV z W 2 ■ p � J PO_ w d�O MO z� 0 NO 76' Z i PCL ■C" N 0'28'37" E 77.00' NO'28'37"E 77.00' _ L14 _ _ _ L15 _ _ L1_6_ ■ ■ N89'31'23"W 12.00' � �) PT. or PT. G 75.00 N O'28'37" E 75.00' N W 4Rn nn' T.P.O.B.- PCL "N" LINE TABLE LINE BEARING LENGTH L14 N89'31'23"W 462.43' L15 N89'31'23"W 202.50' L16 N89'31'23"W 1 355.50' L18 NOO-28137"E 1 2580.18' 86'51'63" W 280.30' 200.00 - PCL ON, N 89'31'23" W N 42'32'53" W 20.52, NO'28'37"E < 138.27' A=18'11'42" R=50.00' L=15.88c _N_71'19'4_1" W RAD-PRC A=18'11'42" R=50.00' L=15.88' N 928'37" E 55.00' A=18'11'42" R=50.00' L=15.88'--z N 72'16'55" E RAD-PRC A=18'11'42" R=50.00' L=15.88` N O'28'37" E 31.28--4 PORTION OF S.E. 1 /4, SECTION 24 T.5S., R.3W., S.B.M. 00 J 0 (D rri 64' 0 0 Go co w M co N 0 z 69' 64' mcr- o C) J C) cn M C.9 rx 0 00 N z SEE SHEET 2 FOR LEGEND SEE SHEET 8 10 31/2©11 C44:02P 21 of 22 EXHIBIT "B" SHEET 8 OF 8 PUBLIC ROAD AND UTILITY EASEMENTS SEE SHEET 7 N 0'28'37" E 55.00' 69' A=18'11'42" R=50.00' L=15.88' N 72_16'S5° E RAD-P_RC A=18'11'42" R=50.00' L=15.88' 64' N 0'28'37" E 31.28' Lt PORTION OF S.E. 1/4, SECTION 24 T.SS., R.3W., S.B.M. REMAINDER PARCEL INST. NO. 2003-215501 REC. 3-27-03, O.R. LINE TABLE LINE BEARING LENGTH L18 N00'28'37"E 2580.18' 4- o N co o C�9 N Cl CK O M m Z 1 rsl N 0'28'37" E 20.1 w M 00 N O Z 59' VARIES J 76' J o -- LOT „C,�------------ _�_ GRAND AVENUE�o�N 89'3 W 76.00�'ywTR NO. 34180-1 _—_ —_ M.B_429/43-45 --- 112 o °' 49 1 48 I 47 I 46 45 1 44O. 341803 1 42 1 41 1 40 1 39 38TR II 50 I I 1 M B. N429/72-79 I i'—�-- L-----J--1--—�--/ 37 0 51 BOATHOUSE COVE -� F36 II SEE SHEEP 2 FOR LEGEND I II 611-MM M 10131/2011 04:02F 22 of 22