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20' R/W DEDICATION
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100 YEAR SLOODPLAIN ACC SS & UTILITY EA ENT
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VICINITY MAP
PROPERTY DESCRIPTION
PART OF THE SW 1/4 OF THE NW 1/4 OF SECTION 18, T-2-N,
R-13-W, LITTLE ROCK, PULASKI COUNTY ARKANSAS, MORE PARTICULARLY
DESCRIBED AS:
COMMENCING AT THE SW CORNER OF SECTION 18, THENCE N 02'05'58" E
ALONG THE WEST LINE OF SECTION 18 3143,98' TO THE POINT OF BEGINNING;
THENCE N 02'05'58" E 359.56' TO A POINT ON THE SOUTH R/W LINE OF THE
CHICAGO ROCK ISLAND AND PACIFIC RAILROAD (CRI&P); THENCE N 56'24'58" E
ALONG THE SOUTH R/W LINE OF SAID CRI&P RAILROAD 439.34' TO A POINT
ON THE WEST R/W LINE OF PINNACLE VALLEY ROAD; THENCE S 03'18'48" E
ALONG THE WEST R/W LINE OF PINNACLE VALLEY ROAD 208.81' TO THE POINT
OF CURVATURE OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF
1975'); THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE ARC OF SAID
CURVE TO THE RIGHT AND THE WEST R/W LINE OF PINNACLE VALLEY" ROAD
TO THE POINT OF TANGENCY THEREOF (SAID CURVE SEGMENT HAVING A CHORD
BEARING AND DISTANCE OF S 00'59'47" E 159.68'; THENCE CONTINUE ALONG
THE WEST R/W LINE OF PINNACLE VALLEY ROAD S 01'19'13" W 121.95' TO
THE POINT OF CURVATURE OF A CURVE TO THE LEFT (SAID CURVE HAVING A
RADIUS OF 1025'); THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE ARC
OF SAID CURVE TO THE LEFT AND THE WEST R/W LINE OF PINNACLE VALLEY
ROAD TO A POINT WHICH IS S 09'31'09" E 385 52' FROM THE POINT OF
CURVATURE THEREOF; THENCE WEST 159.96'; THEN(E N 47'45'22" W TO THE
POINT OF BEGINNING, CONTAINING 5.91 ACRES, MORE OR LESS.
R/W DEDICATION
PINNACLE VALLEr ROAD
PART OF THE SW 1/4 OF THE NW 1/4 OF SECTION 18, T-2-N,
R-13-W, LITTLE ROCK, PULASKI COUNTY ARKANSAS, MORE PARTICULARLY
DESCRrBW. AS.
COMMENCING AT THE SW CORNER OF SECTION 18; THENCE N 02'05'58" E ALONG
THE WEST LINE OF SECTION 18 3503.54' TO A POINT ON THE SOUTH R/W LINE
OF THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD (CRI&P); THENCE N 56'24'58" E
ALONG THE SOUTH R/W LINE OF SAID CRI&P RAILROAD 439.34' TO A POINT
ON THE WEST R/W LINE OF PINNACLE VALLEY ROAD; THENCE S 03-18'48" E
ALONG THE WEST R/W LINE OF PINNACLE VALLEY ROAD 208.81' TO THE POINT
OF CURVATURE OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF
1975'); THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE ARC OF SAID
CURVE TO THE RIGHT AND THE WEST R/W LINE OF PINNACLE VALLEY ROAD
TO THE POINT OF TANGENCY THEREOF (SAID CURVE SEGMENT HAVING A CHORD
BEARING AND DISTANCE OF S 00'59'47" E 159.68'; THENCE CONTINUE ALONG
THE WEST R/W LINE OF PINNACLE VALLEY ROAD S Ul-19'13" W 121.95' TO
THE POINT OF CURVATURE OF A CURVE TO THE LEFT (SAID CURVE HAVING A
RADIUS OF 1025'); THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE ARC
OF SAID CURVE TO THE LEFT AND THE WEST R/W LINE OF PINNACLE VALLEY
ROAD TO A POINT WHICH IS S 09'31'09" E 385.52' FROM THE POINT OF
CURVATURE THEREOF; THENCE WEST 21.31' TO A POINT ON THE ARC OF A
CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 21'40'45" AND A RADIUS
OF 1005.0 ; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE ARC OF SAID
CURVE TO THE RIGHT TO THE POINT OF TANGENCY THEREOF (SAID CURVE SEGMENT
HAVING A CHORD BEARING AND DISTANCE OF N 09'18'58" W 385.76'); THENCE
N 01.19'13" E 121.95' TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT
HAVING A CENTRAL ANGLE OF 04'38'01" AND A RADIUS OF 1955.0'; THENCE IN
A NORTHWESTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO THE LEFT TO
THE POINT OF TANGENCY THEREOF (SAID CURVE SEGMENT HAVING A CHORD
BEARING AND DISTANCE OF N 00'59 47" W 158.06'); THENCE N 03'18'48" W 197.13'
TO A POINT ON THE SOUTH R/W LINE OF THE CRI & P RAILROAD; THENCE
N 56'24'58" E ALONG THE SOUTH R/W LINE OF SAID RAILROAD 23.16' TO THE
POINT OF BEGINNING, CONTAINING 0.400 ACRES, MORE OR LESS.
O
` }0•15.5 MINIMUM Z p
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SW CORNER, SECTION 18, 9p MINIMUM I 1 NI
T-2-N, R-13-W FF 265.5-1 1 20' R/W DEDICATION
I 1 1 CURVE # 1 CURVE # 2
L - A = 04'38'Ol" A = 21'40'45"
P I [33.78 ��o I R= 1975' R= 1025'
?9.61' 50' PUBLIC SERVIC L = 159.73' L = 387.83'
ACCESS & UTILIT'r EASE ENT o T = 79.91' T = 196.26'
'39` EAST 213.39 l` 11 \ C = 159.68' C = 385.52'
NOTE: CURVE DATA ON EXISTING R/W LINE.
---- 7 --\-\ Q
A �0 1
0 MINIMUM
1
S6 FF 265.5 / l
100 YEAR FLOODIP IN
138.65' 3s.
IPS WEST 159.96 IPF
PAG.MON# 2063-0230
PAG.MON# 2063-0229
N
CERTIFICATE OF ENGINEERING ACCURACY
PATRIC_K__M. MC_G_E_T_R_I_C_K_------ HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A PLAN MADE BY ME AND THAT THE ENGINEERING REQUIREMENTS OF THE
df11x 1,1 LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
1 SIGNED
TFIIED
i5stONAL ---9/25/00
--------------------
F DATE OF EXECUTION AME, REGISTERED PROFESSIONAL
N0.4566 �e\�i4 ENGINEER No. 45 (-
- ARKANSAS
Mo�1
�� -----CERTIFICATE -OF SURVEYING ACCURACY
_ROBERT C. LOWE HEREBY CERTIFY THAT THIS PLAT CORRECTLY
!'ISTER '""•" - REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON
t+' �ti ..........,R ACTUALLY EXIST AND THEIR LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN.
IA OF
d A ` SI E
---------------
i 9/25/00
+ GATE OF EXECUTION NA E REGI ZTEEA D SURVEYOR
No.,_-ARKANSAS
5
.... L.... CERTIFICATE OF OWNER
WE, THE UNDERSIGNED OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN,
DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO
HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH
THIS PLAT.
(( SIGNED n
��.r�.�-------
DATE OF EXECUTION N ME Ke.lfo h R, 13 enw,J,.
ADDRESS 6 Eagl w��I��wCouP
1i44le E�oc��A(z-1zz25
SOURCE OF TITLE D.R. _ -���,E
INSTRUMENT No.94-Q4�5�
CERTIFICATE OF FINAL APPP-.OVAL
PURSUANT TO THE LITLE ROCK SUBDIVISION RULES AND aEGUALTIONS, AND ALL OF
THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED IJNL'ER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
SIGNED +
_1�1 -------------- --�' ��`-'_-------
DATE OF EXECUTION L.R. PLANNING COMMISSION
CERTIFICATE OF RECORDING
I I 1 ' PamO
THIS DOCUMENT, NUMBER ��� b__ FILED FOR REC4RC
Bvuk ______-• PAGE
SIGNER
NOTES
1. BEARING DATUM DERIVED FROM PAGIS MONUMENT # 2063
2. IRON PINS (#4 REBAR) SET AT ALL LOT CORNERS
3. LINEAR ERROR OF CLOSURE EXCEEDS 1 /1000O UNADJUSTED
4. ALL EASEMENTS MAY BE USED FOR DRAINAGE AND/OR UTILITIES
STATE
PLANE
CORDINATES
NORTHING-
1178898-734
1
174313.488
2
174672.803
1178911.906
3
174915.827
1179277.911
4
174707.364
1179289.980
5
174547.707
1179292.757
6
174425.787
1179289
947
7
174045.575
1179353.704
8
174045.575
11 79193.
745
1" = 40'
U 40 80 20
FINAL PLAT
Si ed
DATE,• ����7 7 lez,
FINAL PLAT
- L-
PHASE IV DATE
PINNACLE VALLEY SUB'D DRAWN BY/25/00
n_evtsee�u_a._o'a.� - I
319 E. MARKHAM (MARKET RO
LITTLE ROCK, ARKANSAS 7
REV. DESCRIPTION, BY PHONE 501-223-9900
RKANSAS SGB
CHECKED BY
Pmm
SCALE: 1' = 40'
�5 _ SUP pS DRAWING NO.
S-E PLAZA PLACE, #3, r
SPPIN6DALE, ARKANSAS 72765
PHONE 501-872-8282