HomeMy WebLinkAboutS-0992-L Map 116
' rL� IPF O PAG.MON# 2063-0230
20' R/W DEDICATION
N NI 03`18'48" W 197.14'
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100 YEAR FLOODPLAIN 43'52'39 ACC SS & UTILITY EASIIEMENT IPF
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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'; THENCE N 47'45'22" W TO THE
POINT OF BEGINNING, CONTAINING 5.91 ACRES, MORE OR LESS.
R/W DEDICATION
PINNACLE VALLEY 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
DES4 4RED 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 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 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.
SW CORNER, SECTION 18, 9� MINIMUM , I 1 A NI 1
T-2-N, R-13-W s FF 265.5 - -� 'I 20' R/W DEDICATION
1 11 CURVE # 1 CURVE # 2
L- - - - 1, A = 04'38'01" A = 21'40'45"
-1 r 178� �?b,• 1 R = 1975' R = 1025'
7U'bl 50' PUBLIC SERVIC ��, 1 1
� 1 L = 159.73 L = 387.83'
ACCESS & UTILITY EASE O" 47s o0 1 T = 79.91' T = 196.26'
a3g, EAST 213.39' ` 1
1 C = t 59.68' C = 385.52'
� ° 1
- - - - - - 1 1 NOTE: CURVE DATA ON EXISTING R/W LINE.
lF / \ \
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13&65'
IPS WEST 159.96
IPF
�7
PAG.MON# 2063-0230
PAG.MON# 2063-0229
N
CERTIFICATE OF ENGINEERING ACCURACY
I,-PATRIC_K__M.__M_C_G_E_T_R_I_C_K_------ HEREBY CERTIFY THAT THIS PLAT CORRECTLY
/�y�T F
y REPRESENTS A PLAN MADE BY ME AND THAT THE ENGINEERING REQUIREMENTS OF THE
yR
Q�►taA LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
,r �" Y reR6n SIGN D
% cSS10NAL 9/25/00
;�----------------G�_�-
.W,`E \V�c'y DATE OF EXECUTION AME, REGISTERED PROFESSIONAL
No.4566 Q 1 ENGINEER No. 45E6- ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY ,
.••,.•""""""•_ROBERT C.
•-
••., __LOWE HEREBY CERTIFY THAT THIS PLAT CORRECTLYff•' STER�"". REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON
pr ,.•••••• ... d t ACTUALLY EXIST AND THEIR LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN.
+ 'T'ATl? (iF'''' �
:A
•' !{ o SI
1 �? 9/25/00
r DATE OF EXECUTION NA Er, REGI TE ED LA D SURVEYOR
"P!c.?; '-'•�Q } No. ]L ARKANSAS
�3,<[•AI`N�•• . 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.
t SIGNED (1
,,
DATE OF EXECUTION N MEKelioh R Tjrocow,J�
ADDRESS 6 tagl a4tl�CouP
SOURCE OF TITLE: D.R.
Li4Ie Pn k�AR z22-3
_ -��GE
INSTRUMENT No. 94_Q4�9-j
CERTIFICATE OF FINAL APPR : o
PURSUANT TO THE LITLE ROCK SUBDIVISION RULES AND 'EGUALTIONS, AND ALL OF
THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED. THIS DOCUMENT IS HEREBr
ACCEPTED. THI'=, CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
SIGNED �)
°----------------��`=y Vic'_^"-------
DA E OF EXECUTION L.R. PLANNING COMMISSION
CERTIFIW. AiE t,F RECORDING
THIS DOCUMENT, NUMBER - '_{ r-ILED F ,P PECORD�')-Pp _• � -r,-ItA PLAT
BOL4 ------ PAGE
SIGNED
I
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 111000O UNADJUSTED
4. ALL EASEMENTS MAY BE USED FOR DRAINAGE AND/OR UTILITIES
STATE PLANE CORDINATES
NORTHING
EASTING
1
174313.488
1178898 734
2
174672.803
1178911906
3
174915.827
1179277 911
4
174707.364
11-9289.980
5
174547,707
1179292.757
6 1
174425.787
1179289,947
7
174045.575
1179353.704
8
1 74045.575
1179193.745
FINAL PLAT
As Si ned
BY
DATE: 7 rz
ANAL PLA
PHASE IV
PINNACLE VALLEY SUB'D
LITTLE ROCK ARKANSAS
6�IYt711V6-8-0\J
319 E. MARKHAM (MARKET RO
LITTLE ROCK, ARKANSAS 7
REV. DESCRIPTION 81 d PHONE 501-223-9900
',2E PLAZA PLACE, #3,
SPRINGDALE, ARKANSAS 72765
PHONE 501-872-8282
`I ` 12- L_
T
DATE
9/25/00
DRAWN BY
SGB
CHECKED BY
PMM
SCALE: 1.: 'w,
DRAWING NO