HomeMy WebLinkAboutS-1580-A Application2008048745 Received: 7117/2008 8.33:16 AM
Recorded: 07/17/2008 08:38:23 AM Filed &
Recorded in Official Records of PAT OB'RiEN
PULASKI COUNTY CIRCUIT/CC,UNTY CLERK
Fees $25.00
LARRY R. BENFIELD, BISHOP OF THE)
EPISCOPAL DIOCESE OF ARKANSAS )
To: The Public ) .;
BILL OF ASSURANCE
16
WHEREAS, Larry R. Benfield, Bishop of the Episcopal Diocese of Arkansd§,, ysJhe
Ale,
sole owner of the following described property:'""
[See Exhibit A]
and desires to replat said parcel:
NOW, THEREFORE, WITNESSETH:
That I, Larry R. Benfield, Bishop of the Episcopal Diocese of Arkansas, hereinafter
termed grantor, have caused said tract of land to be surveyed by Paul White, Registered Land
Surveyor, and Tim Daters, Registered Professional Engineer, and a plat thereof which is
identified by the title Lots 1 and 2, St. Michael's Episcopal Church Addition to the City of
Little Rock, Arkansas, and the date October 2007 and by the signatures of the said engineer,
surveyor and the said grantor, and bears a Certificate of Approval executed by the Little Rock
Planning Commission, and is on record in the Office of the Circuit Clerk and ex-officio
Recorder of Pulaski County, Arkansas, in Plat Boolco Page and
the grantor do hereby make this Bill of Assurance.
The grantor does hereby certify that he has replatted said real estate in accordance with
said plat. The lands embraced in said plat shall be forever known as designated on said plat;
and every deed of conveyance for said property shall use this designation.
The filing of this Bill of Assurance and plat for record in the Office of the Circuit Clerk
and ex-officio Recorder of Pulaski County shall be a valid and complete delivery and
dedication of the streets and easements shown on the said plat.
All buildings constructed on said lots shall be constructed no nearer to the street than
the building line shown on the plat, and all buildings shall be constructed in conformance with
the Building Code and Zoning Ordinance of the City of Little Rock, Arkansas.
This instrument prepared under direction of Wright, Lindsey & Jennings, LLP
200 W. Capitol Avenue
Little Rock, AR 72201
766756-v1
WITNESS, my hand this day of , 2008.
Larry R. Benfield
Bishop of the Episcopal Diocese of Arkansas
ACKNOWLEDGMENT
STATE OF ARKANSAS
COUNTY OF PULASKI
BE IT REMEMBERED that on this day came before me a Notary Public within and for
the County and State aforesaid, the undersigned Larry R. Benfield, Bishop of the Episcopal
Diocese of Arkansas and stated that he had executed the foregoing Bill of Assurance.
My Commission Expires:
--11faIa'nir
Reviewed only for inclusion of minimum standards
required by the City of little Rock subcrwision regulations.
Bill of Assurance provisions established by the
devefopar may exceed minimum regulations of the,
1_itde Rock subdivision and zoning ordinances.
COW t_itdo Rock Planninn Commission
766756-vl
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EXHIBIT A
PARCEL 1
PART OF THE SE1/4, NE1/4, SECTION 20, T-2-N, R-13-W, PULASKI
COUNTY, ARKANSAS. MORE PARTICULARLY DESCRIBED AS: STARTING AT THE
SOUTHEAST CORNER OF THE NE1/4. SAID SECTION 20. ALSO BEING THE
NORTHEAST CORNER OF LOT 16 PIEDMONT SUBDiVISiON, LITTLE ROCK,
ARKANSAS; THENCE N86'56'OO"W ALONG THE NORTH LINE OF SAID LOT 16,
165.D FT. PLAT (166.68 FT. MEASURED) TO A POINT ON THE EAST LINE OF
LOT 15, SAID PIEDMONT SUBDIVISION; THENCE NOT08'57"E ALONG THE
EAST LINE OF LOT 15 AND LOT 14, SAID PIEDMONT SUBOMSION, 539.2
FT. 70 THE NORTHEAST CORNER OF LOT 14 AND THE POINT OF BEGINNING;
THENCE N8T44'35"W ALONG THE NORTH LINE OF SAID LOT 14, 229.94
FT. TO THE NORTHWEST CORNER THEREOF, SAID CORNER LYING ON THE EAST
LINE OF LOT 13, SAID PIEDMONT SUSOMSiON; THENCE N01'51'18"E
ALONG SAID EAST LINE, 120.00 FT. TO THE NORTHEAST CORNER OF SAID LOT
13; THENCE N88'08'48"W ALONG THE NORTH LINE OF SAID LOT 13,
191.68 Fr. TO THE NORTHWEST CORNER THEREOF, SAID CORNER LYING ON
THE EAST LINE OF LOT 44, SAID PIEDMONT SUBDMSION; THENCE
N01'51'05 E ALONG SAID EAST LINE, AND SAID EAST LINE EXTENDED
NORTHERLY, 160.68 FT. TO A POINT, THENCE N26'22'19"E, 200.00 FT.
TO A POINT; THENCE N86'22'2O"E, 135.95 Fr. TO A POINT; THENCE
NORTHEASTERLY ALONG THE ARC OF A 380.00 FT, RADIUS CURVE TO THE
LEFT, HAVING A CHORD BEARING AND DISTANCE OF N30'25'15E, 124.23
FT. TO A POINT ON THE SOUTHERLY RIGHT--OF-WAY LINE OF ARKANSAS STATE
HIGHWAY NO.10; THENCE ALONG SAID RIGHT-OF-WAY LINE, THE FOLLOWING
BEARINGS AND DISTANCES; S88'18'53"E, 11.00 FT.; THENCE
N23'O'I'43"E. 22.05 FT.; THENCE N89'48'41"E, 85.50 FT.; THENCE
S76-01-25-E.
E /2,SE1/4,�NE /4 AND SAID OSECTION 20; THENCENS010'51'14""W1,F THE LONG
SAID WEST LINE, 601.02 Fr. TO THE POINT OF BEGINNING, CONTAINING
4.3466 ACRES MORE OR LESS.
AND
PARCEL 2
LANDS LYING IN A PART OF THE SE1/4 OF THE NE1/4 OF SECTION 20, T-2-
N, R-13-wV PULASKI COUNTY, ARKANSAS AND MORE PARTICULARLY DESCRIBED
AS FOLLOWS: COMMENCING AT THE SOUTHEAS7 CORNER OF NEII4 OF SECTION
20 FOR THE POINT OF BEGINNING- THENCE ALONG THE EAST LINE OF THE
NEi/4 OF SAID SECTION 20, N01-58'28"E, 1106.07 FT. (DEEDED 1112.0') TO
THE SOUTH RIGHT--OF-WAY LINE OF ARKANSAS STATE HIGHWAY 10; THENCE
ALONG THE SAID SOUTH RIGHT-OF-WAY LINE, N76'01'25'W, 170.26 >7.;
THENCE LEAVING THE SAID SOUTH RIGHT OF WAY LINE, S01'51'14 W,
1139.02 FT. TO THE SOUTH LINE OF THE SAID NE1/4; THENCE ALONG THE
SAID SOUTH LINE, S8710'40"E, 166.36 FT. (DEEDED EAST, 165.01) TO
THE POINT OF BEGINNING, LESS AND EXCEPT: PART OF THE SOUTHEAST
OUARTER OF THE NORTHEAST QUARTER OF SECTION 20, T-2--N, R-13-W,
PULASKI COUNTY, ARKANSAS. MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHEAST . QUARTER OF SAID
SECTION 20 FOR THE POINT OF BEGINNING; THENCE N87 10'40°'W, 166.36
FT.; THENCE NO 1'51' 14' E, 538.00 FT. THENCE S8710'40" E, 165.23
FT.; THENCE S01'58'28 W, 538.DO FT. TO THE POINT OF BEGINNING, CONTAINING
2.2253 ACRES MORE OR LESS.
(MEASURED DESCRIPTION BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE)
CIVIL ENGINEERING DIVISION
FINAL PLAT FILING APPROVALS
NAME —ST. NHCHAEL'S EPI40M CHURCH ADDITION LOTS 1&2
INSPECTOR REPORT
I have made a final inspection of the improvements and find that:
lr All improvements shown on construction drawings for the development are constructed and in conformance
with City requirements/standards.
C in Improvements re in Oncompleted and a punch list has been prepared and sent.
En ineerin Specialist Date: /
g g P
DRESSING SPEALIST'S REPORT
I have nevi wed the plat and find that the street names and street configuration are acceptable. p
Addressing Specialist Dater— p - 0 7
TRAFFIC ENGINEER RE tT
I have reviewed the plat and find that:
All streetlight installation, stripping, signage and other traffic improvements have been constructed and are in
conformance with City requirements/standards.
Work orders have been prepared for signage and street lights.
Indicate the number of street signs ordered for this plat for billing to developer
Certain improvements remain uncompleted and a punch list has been prepared and sent.
Traffic Engineer Date:
CIVIL ENGINEER REPORT
I have reviewed the file for this matter and find that:
The maintenance bond has been submitted and it is the proper type and amount.
Financial assurance for the uncompleted improvements listed above has been received.
All other requirements for final plat approval have been satisfied. I
e,-,3 Civil Engineer I/II Date. -
SURVEYOR'S REPORT
I have reviewed the plat and find that:
All requirements for p1�,appr val have been satisfied.
r C'
11 Surveyor Date: lo
MANAGER APPROVAL' Jol$ 107
February 2007
mom
NI
City of Little Rock
Planning and Development
Filing Fees
Date: , 20_Lq
Annexation
Board of Adjustment
Cond. Use Perrnit/T.U.P. .
Final Plat
Planned Unit Dev.
Preliminary Plat
Special Use Permit
Rezoning
Site Plans
Street Name Change
Street Name Signs
Number ---at ea.
Public Hearing Signs
Number at ea.
Total
File No.
Location -
Applicapt,
By ,�