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PROJECT LOCAT
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY PROPERTY DESCRIPTION:
PART OF THE SE 1/4 OF SECTION 8 AND PART OF THE SW 1/4 SW 1/4 OF SECTION 9,
�B C - LOW HEREBY CERTIFY THAT 1HIS PLAT CORRECTLY T -1-N, R -13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS:
_ REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING RE-
QUIREMENTS OF THE STATE OF ARKANSAS AND THE CITY OF LITTLE ROCK SUBDIVISION
;, ;'`, \}`',.- """"••.. RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND A COPY OF SAID BOUNDARY BEGINNING AT THE SE CORNER OF THE SE 1/4 OF SECTION 8, T -1-N, R -13-W; THENCE
HAS BEEN DULY FILED FOR THE RECORD OFFICES OF THE STATE SURVEYOR AND THE /
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`,r i Lt IT•: UY •`••
J N 89'06'49" W ALONG THE SOUTH LINE OF THE SE 1 4 1300.69; THENCE N 07'35'47" W 353.52';
p ItK V'� PULASKI COUNTY CIRCUIT CLERK ON 79_-.,
a J } IN PLAT BOOK PAGE
THENCE N 02'04'23" W 190.03'; THENCE N 09'01'24" E 191.55'; THENCE N 13'03'03" E
` i ------ 192.02'; THENCE N 04'26'20" E 320.83'; THENCE N 20'15'03" W 351.63'; THENCE
slcN %� N 07'33'28" E 217.31'; THENCE N 43'59'06" E 188.16; THENCE S 5130'46" E 352.24
Z
`� 1JL ��hl-� = • THENCE S 27'45'38" E 240.0% THENCE S 66'11'02" E 335.0'; THENCE S 33'27'01" E 211,26''
_ _
•;flC'RTC +•:rr ATE OF(EXECUTION NAME REGISTERED LAIC SUR OR THENCE S 45'26'37" E 402.20'; THENCE S 84'12'59" E 194.82' TO A POINT ON THE WEST
NO. -I-?--. ARKANSAS LINE OF THE SW 1/4 SW 1/4 OF SECTION 9, T -1-N, R -13-W; THENCE N 00'33'22" E ALONG THE WEST
"' t''' LINE OF SAID SW 1/4 SW 1/4 90.18'; THENCE S 87'43'20" E 1297.74' TO A POINT ON THE
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY EXISTING R/h' LINE OF BOWMAN ROAD; THENCE S 01'36'11" W ALONG THE WEST R./W LINE OF BOWMAN ROAD
496.22' TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT (SAID CURVE HAVING A CENTRAL ANGLE
�//5'�h1A'iF 0V i�1.�LS�CG�/�=REBY CERTIFY THAT THIS PLAT OF 49'18'53 AND A RADIUS OF 367.11'); THENCE IN A SOUTHWESTERLY DIRECTION ALONG THE ARC
CORRECTLY REPRESENTS A PLAT MADE BY ME. AND THAT ENGINEERING REQUIREMENTS OF SAID CURVE TO THE RIGHT TO THE POINT OF TANGENCY THEREOF (SAID CURVE SEGMENT HAVING A CHORD
t� 1$ OF THE UTILE ROCK SUBDIVSION RULES AND REGULATIONS HAVE BEEN COMPLIED
WITH. BEARING AND DISTANCE OF S 26'15'37" W 306.32'); THENCE CONTINUE ALONG THE WEST R/W LINE
OF BOWMAN ROAD S 50'55'03" W 132.09' TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT
a l�TG1;eA (SAID CURVE HAVING A CENTRAL ANGLE OF 43'30'06" AND A RADIUS OF 435.72'); THENCE IN A
A 4 jt slcNE SOUTHWESTERLY DIRECTION ALONG THE ARC OF A CURVE TO THE LEFT, TO A POINT ON THE SOUTH LINE
+ \ Z 36 \ . . . . �- 1 -_ _____ _�_-_ __ ___�___ OF THE Sw 1; 4 SW 1 4 OF BECTON 9 (SAID CURVE SEGMENT HAVING A CHORD BEARING AND DISTANCE OF
^1'`_ �„t_ DATE OF EXECUTION AME R GISTERED ENGINEER S 29'10'00" W 322.94'); THENCE N 87'41'2$" W ALONG THE SOUTH LINE OF SAID SW 1/4 SW 1/4
1 CO' 0 `f` •i N0. (I ARKANSAS
�� 429.78'; THENCE N 011047 E 330.13'; THENCE N 87'43'20" W 473.G1' TO A ION THE WEST
PONTt \\ \ \ \ 35 0 r� '.,P LINE OF SAID SIN T�/ `'SW 1; 4; THENCE S 00'32'58" w 329.97' TO THE POINT OF BEGINNING, CONTAINING
CERTIFICATE OF PRELIMINARY PLAT APPROVAL 75.05 ACRES, MOrDF LESS.
37 1DOp \ 'S . • .>6 ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND RFGUAi p IS
34 o ."J • \ .- -_ _- RELATIVE TO THE P REPARATION ANG SJBIITTAL JF A PRELUYMARY P A . •+�-
I % Q?.., . \ BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO
/ L� 1\ /^ FURTHER PROVISIONS OF SAID RULES AND REGULAITONS. THIS CERTIFICATE
G ---- -
, + . . � / � SHALL EXPIRE
50'+\BUFFER ( , • _ • • J .DATE
\\ + `� .38 . . . . -� SIGNED
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T0�'� \. 32 $ CO \v+� . . . . . . . . . . . . . .v, \ --- DATE OF EXECUTION --- NAME -- ---
Trrt 39 •0 / O ' ' • ' ' � LITTLE ROCK PLANNING COMMISSION
�o PRELIMINARY PLAT
' ,+ GENERAL NOTES
40 L \ 31 ° J j I OODW.A 1. ALL BUILDING LINES ARE 20' FRONT k BACK B. SOURCE OF WATER - LITTLE ROCK WATER MUNICIPAL DEPARTMENT EAST NEIGHBORHOOD
W
LO \ 30 N 9. DISPOSAL OF WASTE - LITTLE ROCK WASTEWATER DEPARTMENT BRODIE CREEK COMMUNITY
, �, 2. ALL DISTANCES ON CURVED BOUNDARIES ARE CHORD DISTANCES
~ +, \>>\,, 10. DETENTION WILL BE ON REGIONAL BASIS LITTLE ROCK ARKANSAS
O 41 COMMON \ ' �� �� 3. ALL CORNER RADII ARE 20', UNLESS OTHERWISE NOlE0. 11. CURRENT ZONING OF PLAT R-2• MF, 0 r
29 � SPACE (/1 � a. ALL STREET R -O -W AND CUL-DE-SAC RADII ARE 50'• UNLESS
iii \\ - OTHERWISE NOTED
. . . . . . . . . 5. ALL EASEMENTS SHOWN ARE 10' IN WIDTH, UNLESS OTHERWISE NOTED _ MCGETRICK ENGINEERING
II }j� �_�
\ \28 \ W FL,V Op • P• 11\� . AIS• 6. ALL EASEMENTS ON COMMON LOT LINES ARE 10' IN WIDTH, 5' EITHER -� ENGINEERING / LAND DEVELOPMENT CONSULTANTS .. r`.
v 4' f J �6+, SIDE, UNLESS OTHERWISE NOTED Little Rock, Arkonsos 72221 .meq• - ° -��
-. v'� • 7. ALL EASEMENTS ARE TO BE USED FOR UTILITIES AND/OR DRAINAGE
2 / qO 1 / . . . . . . • . . FEBRUARY 27, 1995
C] 26 X N 00'33'22" E 90.1 !'� 16.,y "'
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T-1- R �1 -W 157 \ r. 194.82 . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .
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50' BUFFER (MIN.) _ 50 \.t�
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1 N 89 06 49 W 1300.69 16SE Corner, SE 1/4
of Section 8, T -1-N N 87'41'28" 429,78
R -13-W, Pulaski County Ark.