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Pembroke at Landfall · 12 pages
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28 2460 дой BOOK 1988 PAGE 2118 0621 0666 000015 RECORDED AND VERIFIED MARY SUE 00TS REGISTER OF DEEDS NEW HANOVER CO. NC NINTH AMENDMENT TO THE *96 FEB 15 AM 9 51 DECLARATION OF PEMBROKE AT LANDFALL CONDOMINIUM EXERCISING DEVELOPMENT RIGHTS TO CREATE ADDITIONAL UNITS 000020 BLAIR PROPERTIES, INC., a North Carolina corporation, with an address of P. O. Box 468, Wrightsville Beach, North Carolina, 28480 (the "Declarant") under Declaration of Condominium dated July 22, 1992, recorded in Book 1613, Page 0962 in the Office of the Register of Deeds of New Hanover County, North Carolina (the "Declaration"), pursuant to Section 47C-2-105(a)(8) of the North Carolina Condominium Act and pursuant to reservations of Development Rights reserved in Article 6 of the Declaration, does hereby amend the Declaration and does hereby declare: ARTICLE 1 Exhibit "A" attached to the Eighth Amendment to the Declaration recorded in Book 1907 at Page 107 is hereby declared to be null and void and Exhibit "A" (revised) attached hereto is substituted therefore, adding two (2) buildings containing two (2) Units each together with their appurtenant and Limited Common Elements as shown on the Plats and Plans, and interests.

ARTICLE 2 Exhibit "B" attached to the Eighth Amendment to the Declaration recorded in Book 1907 at Page 107 is hereby declared to be null and void and Exhibit "B" (revised) attached hereto is substituted therefore, revising the percentage share of This document is being re-recorded for 1 the sole purpose of revising Exhibit "B" to conform to the revised plat in Condo Plat Book 11 at Page 42.

ん TH RETURNED TO Hoguer till 448874 BOOK PAGE 1988 06221 0667 the Common Elements and the percentage share of the Common

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to conform to the revised plat in Condo Plat Book 11 at Page 42.

ん TH RETURNED TO Hoguer till 448874 BOOK PAGE 1988 06221 0667 the Common Elements and the percentage share of the Common Expenses appurtenant to all units to the percentages set forth therein.

ARTICLE 3 , Pages 365 through Additional Plats and Plans recorded simultaneously herewith in Condominium Book 10 368 entitled "Phase 1 thru Phase 10 Pembroke at Landfall, a Condominium” are hereby incorporated as part of the Plats and Plans of the Condominium. Limited Common Elements depicted on the Plats and Plans are hereby assigned as appurtenant to the Units indicated.

Those Limited Common Elements described in Article 4 of the Declaration and not otherwise depicted on the Plats and Plans are hereby assigned to their appurtenant Units as applicable.

ARTICLE 4 Additional certification pursuant to Section 47C-2-109 (d) is attached to the additional Plats and Plans and is hereby incorporated as part of the Plats and Plans of the Condominium.

Except as modified by this amendment, all of the terms and provisions of the Condominium Documents are hereby expressly ratified and confirmed, shall remain in full force and effect and shall apply to the Condominium Units and Limited Common Elements created hereby.

BOOK PACE 1988 0623 2118 PAGE 0668 IN WITNESS WHEREOF, the Declarant has caused this Amendment February to be executed this 13 day of January, 1996.

AIR $Bod Secretary CORPORATE SEAL) ONI OF NORTH CAROLINA, BLAIR PROPERTIES, INC.

BY: ROBERT B. KLINE, President COUNTY OF NEW HANOVER.

I, Kelly Renko a Notary Public in and for the County of New Hanover and State of North Carolina do hereby certify that Jennifer G. Boyd personally appeared before

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INE, President COUNTY OF NEW HANOVER.

I, Kelly Renko a Notary Public in and for the County of New Hanover and State of North Carolina do hereby certify that Jennifer G. Boyd personally appeared before me this day and acknowledged that she is Asst. Secretary of BLAIR PROPERTIES, INC., a North Carolina corporation, and that by authority duly given and as the act of the corporation, the foregoing instrument was duly signed in its name by its _President, sealed with its corporate seal and attested by herself as its Asst. Secretary.

WITNESS my hand and notarial seal, this 13 January, 1996.

February Kele Raphs NOTARY PUBLIC day of My commission expires: (SEAL) 55-97 "KELLY" NEW DAY REFRO COUNTY STATE OF NORTH CAROLINA New Hanover County The Foregoing/ Annexed Certificate(s) of Kelly Bepka Notary (Notaries) Public is/are certified to be correct.

This the by 15 day of Feb Mary Sue Dots, Register of Deeds Deputy/Assist 1996 DOON 2 118 · PAGE 0669 SHERWIN D. CRIBB N.C. REGISTERED LAND SURVEYOR L-1099 BOOK PAGE 245 MARSH HEN DRIVE WILMINGTON, N.C. 28409 1988 0624 919/791-0080 Exhibit "A" (Revised) November 27, 1995 Description Phases 1-10, Pembroke at Landfall Beginning at a new concrete monument in the westerly right-of-way line of Pembroke Jones Drive (variable width right-of-way). Said concrete monument being at the northerly end of a curve having a radius of 310.00 feet. Said beginning monument being located North 16 degrees 45 minutes 30 seconds West a chord distance of 253.08 feet from an iron pipe at the southerly end of said curve in said westerly right-of-way line. Last said pipe being located North 7 degrees 20 minutes East 125.54 feet as measured along said westerly right-of-way line from a point at the northerly end

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d curve in said westerly right-of-way line. Last said pipe being located North 7 degrees 20 minutes East 125.54 feet as measured along said westerly right-of-way line from a point at the northerly end of a curve having a radius of 355.00 feet. Said point being located North 15 degrees 56 minutes 10 seconds West a chord distance of 280.49 feet from an iron pipe at the southerly end of last said curve and in said westerly right-of-way line. Last said pipe being located North 39 degrees 12 minutes 20 seconds West 100.67 feet as measured along said westerly right-of-way line from a point at the northerly end of a curve having a radius of 270.00 feet. Last said point being located North 2 degrees 09 minutes 40 seconds West a chord distance of 325.31 feet from a point at the southerly end of last said curve. Last said point being located North 34 degrees 53 minutes East 38.44 feet from the intersection of said westerly right-of-way line with the northerly rightof-way line of U.S. Highway No. 74 (150 foot right-of-way), also known as Eastwood Road, as shown on a map of "Subdivision I, Landfall" recorded in Map Book 15 at Page 4A of the New Hanover County Registry. Running thence from said beginning monument: 1.

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South 67 degrees 38 minutes 38 seconds West 87.19 feet to a new iron pipe; thence South 47 degrees 13 minutes 05 seconds West 102.07 feet to a new iron pipe; thence South 24 degrees 27 minutes 40 seconds West 39.74 feet to a new iron pipe; thence South 04 degrees 52 minutes 17 seconds East 41.66 feet to a new iron pipe; thence South 45 degrees 58 minutes 11 seconds East 14.83 feet to a new iron pipe; thence South 18 degrees 27 minutes 14 seconds East 17.17 feet to a new iron pipe; thence Page 2 BOOK PAGE 2118 0670 Phases 1-10, Pembroke at Landfall 7.

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1 seconds East 14.83 feet to a new iron pipe; thence South 18 degrees 27 minutes 14 seconds East 17.17 feet to a new iron pipe; thence Page 2 BOOK PAGE 2118 0670 Phases 1-10, Pembroke at Landfall 7.

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BOOK PAGE 1988 0625 South 8 degrees 07 minutes 27 seconds West 16.03 feet to a new iron pipe; thence South 30 degrees 28 minutes 33 seconds East 56.95 feet to a new iron pipe; thence South 7 degrees 58 minutes 47 seconds East 60.03 feet to a new iron pipe; thence South 3 degrees 05 minutes 19 seconds West 46.74 feet to a new iron pipe; thence South 16 degrees 31 minutes 33 seconds East 64.68 feet to a new iron pipe; thence South 73 degrees 28 minutes 27 seconds West 70.56 feet to a new iron pipe; thence North 79 degrees 22 minutes 57 seconds West 111.50 feet to a new iron pipe; thence South 61 degrees 19 minutes 48 seconds West 125.73 feet to a point; thence South 79 degrees 55 minutes 16 seconds West 88.20 feet to a point; thence South 32 degrees 54 minutes 38 seconds West 76.59 feet to a point in the northerly right-of-way line of said Eastwood Road; thence North 55 degrees 07 minutes 22 seconds West 301.56 feet with said northelry right-of-way line to a point; thence North 28 degrees 56 minutes 50 seconds East 228.91 feet to a point in the southerly line of Phase 6, Pembroke at Landfall as shown on a map recorded in Condo Map Book 10 at Pages 265-268 of said Registry; thence North 84 degrees 01 minute 50 seconds East 13.24 feet with the southerly line of said Phase 6 to a point; thence North 1 degree 45 minutes 00 seconds West 154.59 feet to a point; thence North 84 degrees 22 minutes 43 seconds West 170.63 feet to a point in the westerly line of a tract deeded to Blair Properties, Inc. by deed recorded in Book 1557 at

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West 154.59 feet to a point; thence North 84 degrees 22 minutes 43 seconds West 170.63 feet to a point in the westerly line of a tract deeded to Blair Properties, Inc. by deed recorded in Book 1557 at Page 572 of said Registry. Last said point being located North 5 degrees 12 minutes 45 seconds East 298.88 feet from the intersection of the westerly line of said Blair Properties, Inc. tract and the northerly right-of-way line of said U.S. Highway No. 74. Last 2118 Page 3 0671 BOOK PAGE 1988 0626 Phases 1-10, Pembroke at Landfall 22.

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said point being on the center-line of a 100 foot wide Carolina Power & Light Company right-of-way; thence North 5 degrees 12 minutes 45 seconds East 177.20 feet along the westerly line of said Blair Properties, Inc.

tract and along the center-line of said Carolina Power & Light Company transmission line right-of-way to an old iron pipe; thence North 79 degrees 27 minutes 27 seconds East 217.38 feet along a northerly line of said Blair Properties, Inc.

tract to a new iron pipe. Last said pipe being a corner of Phase 3, and shown as Point No. 996 on said map of Pembroke at Landfall recorded in Condo Map Book 10 at Pages 208-211 of said Registry; thence North 16 degrees 40 minutes 48 seconds East 38.98 feet along a line of said Blair Properties, Inc. tract to an old iron pipe; thence North 10 degrees 32 minutes 33 seconds West 239.65 feet along another line of said Blair Properties, Inc. tract to an old iron pipe; thence North 79 degrees 27 minutes 27 seconds East 175.00 feet along another line of said Blair Properties, Inc. tract to an old iron pipe; thence South 10 degrees 32 minutes 33 seconds East 127.78 feet along another line of said Blair Properties, Inc. tract to an old iron pipe; thence

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aid Blair Properties, Inc. tract to an old iron pipe; thence South 10 degrees 32 minutes 33 seconds East 127.78 feet along another line of said Blair Properties, Inc. tract to an old iron pipe; thence North 86 degrees 06 minutes 03 seconds East 195.73 feet along another line of said Blair Properties, Inc. tract to a concrete monument in the westerly right-of-way line of Pembroke Jones Drive. Last said point being in a curve having a radius of 490.00 feet; thence along the arc of said curve having a radius of 490.00 feet and along said westerly right-of-way line, as it curves to the East to a point that is South 27 degrees 06 minutes 44 seconds East a chord distance of 212.36 feet from the preceding point. Last said point being a common corner between Phase 1 and Phase 2 of Pembroke at Landfall as shown on a map recorded in Condo Map Book 10 at Page 207 of said Registry; thence continuing along said curve having a radius of 490.00 feet and along the westerly right-of-way line of said Pembroke Jones Drive, as it curves to the East to a point at the southerly end of said curve that is South 40 degrees 14 minutes 20 seconds East a chord distance of 10.46 feet; thence 4333 TASE 2118 0672 Page 4 Phases 1-10, Pembroke at Landfall 31.

BOOK PAGE 1988 0627 South 40 degrees 51 minutes East 233.36 feet along said westerly right-of-way line to the point of beginning.

The above described tract contains 11.73 acres and is a portion of that tract described in a deed to Blair Properties, Inc. recorded in Book 1557 at Page 572 of said Registry.

Subject, however, to a 30 foot public sanitary sewer easement described as follows: Beginning at a point in the westerly right-of-way line of Pembroke Jones Drive (variable width right-of-way). Said

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Subject, however, to a 30 foot public sanitary sewer easement described as follows: Beginning at a point in the westerly right-of-way line of Pembroke Jones Drive (variable width right-of-way). Said beginning point being located South 40 degrees 51 minutes East 23.85 feet as measured along said westerly right-of-way line from the end of the 20th Call in the above described 7.43 acre tract. Running thence from said beginning point: 1.

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South 40 degrees 51 minutes East 34.37 feet along the westerly right-of-way line of Pembroke Jones Drive (variable width right-of-way), as shown on a map recorded in Condo Map Book 10 at Page 164; thence South 78 degrees 21 minutes 47 seconds East 669.96 feet to a point; thence South 5 degrees 12 minutes 45 seconds West 39.72 feet to a point in a southerly line of Phase 4, Pembroke at Landfall; thence North 84 degrees 22 minutes 43 seconds West 40.00 feet along said southerly line to a point; thence North 5 degrees 12 minutes 45 seconds East 58.67 feet to a point; thence North 78 degrees 21 minutes 47 seconds East 685.89 feet to the point of beginning.

0673 EXHIBIT "B" (revised) 2118 BOOK 1988 РАЗЕ 0628 TABLE OF INTERESTS Percentage Share Unit No. of Common Elements Percentage Share of Common Expenses Vote in the Affairs of the Association 1 1 3.1% 3.030% 2 2.6% 3.030% 1 3 3.0% 3.030% 1 2.4% 3.0308 1 5 3.1% 3.030% 1 6 2.7% 3.030% 1 7 2.98 3.030% 1 8.

3.0% 3.030% 1 9 2.7% 3.030% 1 10 3.2% 3.030% 1 11 3.3% 3.030% 1 12 3.2% 3.030% 1 13 2.8% 3.030% 1 16 2.7% 3.030% 1 17 3.1% 3.030% 1 18 3.1% 3.030% 1 19 3.2% 3.030% 1 20 2.6% 3.030% 1 21 2.8% 3.030% 1 22 3.2% 3.030% 1 23 3.1% 3.030% 1 24 3.0% 3.030% 1 25 2.9% 3.030% 1 ВК 1988 Pg 0629 2118 0674 26 2.8% 3.0308 1 27 3.38 3.0308 1 28 3.6% 3.030% 1 29 3.28 3.0308 1 30 2.78 3.030$ 1

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0% 1 21 2.8% 3.030% 1 22 3.2% 3.030% 1 23 3.1% 3.030% 1 24 3.0% 3.030% 1 25 2.9% 3.030% 1 ВК 1988 Pg 0629 2118 0674 26 2.8% 3.0308 1 27 3.38 3.0308 1 28 3.6% 3.030% 1 29 3.28 3.0308 1 30 2.78 3.030$ 1 31 3.38 3.0308 1 32 3.3% 3.030% 1 33 3.3% 3.030% 1 34 3.48 3.030% 1 35 3.4% 3.030% 1 blairan.ch 2118 0675 2377 2.8% 3.030% 2744 3.38 3.0308 28 2979 3.68 3.030% 29 2680 3.2% 3.030% 30 2301 2.78 3.030% www 31 2808 3.3% 3.030% 34 2807 3.3% 3.030% 35 2786 3.3% 3.030% 36 2853 3.4% 3.030% 37 2814 3.4% 3.030% Total 84,107 100% 100% blairane.exch 2118 0676 BOOK PAGE 0630 1988 AS BUILT VERIFICATION I, DARRYL R. BARKER, a North Carolina Registered architect, being duly sworn, do hereby certify that the plans being filed simultaneously with this Declaration of Condominium fully depict the layout, ceiling and floor evaluations, unit numbers and dimensions of the units as built.

my hand and seal, this 13 day of February, 1996.

ATECTS ARKERIGUIDRY CTURAL CORP , INC R.

BARKER RCHITECT DARRYL REGISTERED 5945 CAROLIHA . N.O.

(SEAL) DARRY R. BARKER Feloructy 1996.

CERT. NO.

• FORTH 675 CAROLINA WILMINGTON N.

NORTH WILMINGTOR.

* SWORN TO AND SUBSCRIBED before me this 13 day of January, Kelly Peplo Notary Public My Commission Expires: 5-5-97 (SEAL) KELLY REPKO Dbarker.aff N. C.

NEW VELIC MANOVER COUNTY 142 2118 0677 EXPLANATION STATEMENT TO CORRECT OBVIOUS MINOR ERROR(S) MADE IN AN INSTRUMENT AS ORIGINALLY RECORDED RE: BOOK 1988 • PAGE 0621 RECORDED IN THE New Hanover '96 NEC 20 AM 10 19 RECORDED AND VERIFIED MARY SUE DOTS COUNTY AFGISELDS NAMES OF ALL PARTIES TO THE ORIGINAL INSTRUMENT: GRANTORS: GRANTEES: Blair Properties, Inc.

Pembroke at Landfall NEW HANOVER CO. NO STATE OF NORTH CAROLINA COUNTY OF New Hanover I/WE, The Undersigned, hereby certify that the following corrections

T: GRANTORS: GRANTEES: Blair Properties, Inc.

Pembroke at Landfall NEW HANOVER CO. NO STATE OF NORTH CAROLINA COUNTY OF New Hanover I/WE, The Undersigned, hereby certify that the following corrections are made in the above named recorded instrument in accordance with the provisions of G.S. 47-36.1 ratified June 30, 1986.

DESCRIPTION OF CORRECTION(S): This document is being re-recorded for the sole purpose of revising Exhibit "B" to conform to the revised plat in Condo Plat Book 11 at Page 42.

THIS, THE 20 December 96 DAY OF 19 W (SEAL) (SEAL) (SEAL) (SEAL) This explanation statement together with the attached instrument duly gerecorded at of first page hereof.

MARY SUE OOTS Register of Deeds 1019 .

o'clock A_M this the 20 day 1996 in the Book and page shown on the By Deputy/ Nelson Register of Deeds