HomeMy WebLinkAboutS-1073-E Map 3s
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Triple Pip Culvert
CENTER Of
T-4-W CTtON 36 ,r ` Ex ovate Lake to
Cul ert NE CORNS �\
SE ON 36
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EXISTING
CURB LINE
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LEGAL DESCRIPTION - ENTIRE PARCEL To ee Closed , ♦::'` \ i
Commencing at a CENTER SECT.36, T-2-111, R-14-W, k At
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PULASK/ COUNTY ARKANSAS R2944.79' `♦ ♦ • ♦ _ `s .1.,
1,
Thence South 87 Degrees 59 Minutes O1 Seconds East, �, , , CDN21'S1'13" W �,
along the north line of the NW1/4, SE1/4, said Section 36. - \ , \ LC8f9.68' S' ♦♦\ :\ '\ \ ru fulzo {C. L�+tpf �
t distance of 1343.21 feet - 1 ♦♦ S�IU--Wx. I y,�rit,
to a FIP PINCH -PIPE and the true POINT OF BEClNNINGr ♦♦
Thence South 01 Degrees 34 Minutes 34 Seconds (lest, ` �
Wong the east line of the W1/2, SE1/4, said Sec. 36, 't 1 \ ♦♦
a distance of 1840.24 feet to a FIP PINCH -PIPE; 1 �t t` `8 ,_\ ♦♦� \ J
Thence North 87 Degrees 17 Minutes 20 Seconds West, , gi _'►\♦ -
Thence Southh 12 a distance feet a FIP, \ ! 1 1 `G m // Spy', \ T♦ �`
Degrees 366 Minutes OB Seconds West, 1 r^ 1 p �L/•�'�J`� a distance of 158.44 feet to a FIP: c
Thence South 86 Degrees 58 Minutes 24 Seconds West, ► NTgpe46 1 ��, 98,
a distance of 47.85 feet to a FIP; , 10 p0 'C; _ . ♦ - 0 6' l
Thence South Of Degrees 15 Minutes 02 Seconds West, 1 Limits Of.�,�` ♦ �`___ �Fjo
a distance of 154.93 feet to a FIP; , Detailed Study , '•� ♦♦ --
Thence North 87 Degrees 31 Minutes 22 Seconds West, , t 7 i gl_ ♦ mits f
a distance of 417.38 feet to a point ► i ♦ - - - Pbeses Construction
on the east right-of-way line of Chenal Parkway; t 1 / J� .yam ,6 Iq I u't'f
Thence North 09 Degrees 56 Minutes 17 Seconds West 1 t �?�24.79" 00, r I"'�_iol cairV f� 1"� -- -- -
53 w /V
along said east right-of-way line, 1 -' LC20o.2 ljo t2./ (rj� I ---- ^^324' ^� ----^
a distance of 948.87 feet to a point: \ 1 �• � I ` I - ��{ ; 30' g� 1
Thence North 80 Degrees 03 Minutes 43 Seconds East 1 / / , LINE 1
and continuing along said east right-of-way line:
1 /
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a distance of 10.00 feet to a point;
Thence North 09 Degrees 57 Minutes Seconds West
and continuing along said east right-of-way fine. ,� W ; ray 1 i�
a distance of 4.00 feet to a point; I 1 1�/1 E W - /... ; Q
Thence around a curve to the left f'� G��' �J�i , 1sa003�ps• / 1 O
and continuing along said east right-of-way Line, - _ 1 111
through a central angle of 19 Degrees 55 Minutes 27 Seconds /
an arc distance of 1017.07 feet,a radius of 2924.79 feet and ,i --� , I Limits Of Zone AE
or
a chord bearing of North 18 Degrees 46 Minutes 49 Seconds West - ° Pbti� ;
with a distance of 1015.60 feet to a point; _ 1 „_-y $ 100 Year %odwov t
Thence North 60 Degrees 06 Minutes 47 Seconds East. - t "9` -- As Per Firm Communit Ponei
and continuing along said east right-of-way line, ' , No. 050181 0005E -
a distance of 20. 00 feet to a point; t 1 Doted Nov. 3, 1993
Thence around a curve to the left , �� J ---
and continuing along said east right-of-way line, , LK ALONG
through a central angle of 01 Degrees 46 Minutes 47 Seconds 1 ON CHENA�
an arc distance of 92.09 Jeet,a radius of 2964.79 feet and \ \ 1 ,� yAR 'AY ,5p:' 1
l , + ; Construct 1/2
a chord bearing of North Degrees 44 Minutes 36 Seconds West 1 L O T 5 / � -
�( with a distance of 92.08 feet to a point: 1 ► U / � / - , 36' Wide Pavement
Thence North 31 Degrees 38 Minutes 39 Seconds West, 1 V
a distance of 161.04 feet to a point:
Thence South 58 Degrees 21 Minutes Zf Seconds West. 2 h P' QQ� I !sue " I ^�" �VMT ! 0'
and continuing along said east right-of-way tine, !
a distance of 10.00 feet to a point; �f1 1 , /iJ ;
Thence North 3J Degrees 38 Minutes 39 Seconds West, 4' Sidewalk
and continuing along said east right-oJ-way Line, tl• - \ 1 1
a distance of 80.46 feet to a point; •�' l
Thence North 66 Degrees 34 Minutes 21 Seconds East, ay`" 1 1
a distance of 467.85 feet to a point; G C` I ' ,` n 4' C�NC WALK i
Thence South 87 Degrees 58 Minutes 10 Seconds East,
a distance of 1322. 99 feet to a point
- 1 p t i
Thence
the east Line of the W1/2, Minutes
said Sec. 36; 1 t �t ADDITIONAL
Thence South 01 Degrees 12 Minutes 25 Seconds West, /
along said east line, a distance of 222,82 feet d A t t p1 /- RIGHT-OF-WAY �j 60' ROW
to the POINT OF BEGINNING; 1
Containing Z953443.09 square feet or 67.80 acres, more or less. / -
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Scale: 1' = 2000' P R 41 F E S H V a L 1 - --
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r1 I AF2EA OF REVISION 29.7 ACRE
CERTIFICATEOF SURVEYING ACCURACY LOTS" 4 THRU 8 ''•�••1„l,�t•'� '�'-� I
CERTIFICATE OF OWNTHAT THISER
WIaEN CNE/NL PARk WAr t2' FpR tl1RN LAW MARCH
MARCH 18, 1996, rev 4/15/96
_
PLATECORREC[Y0 WHITE,HEREBY REPRESENRTSFA BOUNDARY J ��PGs 100 0 100
300
SURVEY MADE OR VERIFIED BY ME, ALL WE. THE UNDERSIGNED, OWNERS OF THE REAL Go
MONUMENTS REQUIRED ACTUALLY EXIST AND ESTATE, SHOWN AND DESCRIBED HEREIN, DO
ARE CORRECTLY SHOWN HEREON AND THAT ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
SURVEYING REQUIREMENTS OF THE LITTLE PLATTED, AND SUBDIVIDED, AND DO HEREBY „
ROCK SUBDIVISION RULES AND REGULATIONS LAY OFF, PLAT, AND SUBDIVIDE SAID REAL Scale 1 - 100 f t
HAVE BEEN COMI WITH. 13-IIS SURVEY HAS BEEN ESTATE IN ACCORD WITH IS Pt T. PROPOSED PHASING PLAN
FILLED FOR RECORD WITH THE OFFICES OF THE
STATE 5it1RVEY0R tr CIRCUIT CLERK WITFyN THE LAST ENAL TE NOLOOY CENTER LOTS 1 &2 PHASE 1
SE % YEARS. ' ,? 4-t6-95 'CONTACT. HANK KELLY
DATE of ExEcunou LOTS 6 PHASE 2
,��c,d ,! � REVISED PRELIMINARY PLAT
4TT w CAPITOL LOTS 3,4,5 f �!- 1 I PHASE 3
LITTLE RO(:K, AR 77�d/ � Q
DATE OF EXECUTION 6DE D. WHITE D.R. - ---- PAGE LOTS - 9 - I6 - 9r✓�
REGISTERED LAND SURVEYOR ADDRESS DEVELOPER
NO 5.14, ARKANSAS D5- T 1 CHENAL TECHNOLOGY CENTER
INSTRUMENT NO-...�___. CONTACT. HANK KELLY
425 W. CAPITOL
CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF PRELIMINARY APPROVAL LITTLE ROCK, AR 72201 ARKANSASYSTEMS OFFICE PARK
I, TIMOTHY E, DATER$, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION THIS PROPERTY IS ZONED 0-2
THAT THIS PLAT t. AND
iTH T THE
A RULES AND REGULATIONS, AND ALL OF THE SEWAGE DISPOSAL - LITTLE ROCK WASTEWATER
PLAN MADE BY MC. AND THAT THE CONDITIONS OF S DOCUMENT
HAVING BEEN PART OF SECTION 36, T-2—N, R-14— W
ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY WATER SUPPLY - LITTLE ROCK WATERWORKS ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED, THIS CERTIFICATE IS HEREBY
HAVE BEEN COMPLI YWj�i. ; EXECUTED UNDER THE AUTHORITY OF SAID 2900 LINEAR FEET OF NEW STREET
RULES AND REGULATIONS. AVERAGE LOT SIZE — 8.4 ACRES LITTLE ROCK, ULASKI COUNTY ARKANSAS
DATE OF E:k cullOtd T1M0IHY E. DATERS
REOMFILRED PROFESSIONAL. DATE OF EXECUTION LITTLE ROCK PLANNING
ENONELR NO, 5033, ARKANSAS CQMMiSSION
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t11L�76Y®�irL.!'Sl 111611i�y
I
CIVIL ENGINEE NG, LANNING & DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201