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CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, Daniel W. Havner, hereby certify that
this plat correctly represents a bound-
a,y survey made of verified by me that all
surveying requirments of the State of
Arkansas and City of Little Rock Sub-
division Rules and Regulations have been C
compiled with and a copy of said
boundary has been duly filed for record
in offices of the State Surveryor and = s
the Pulaski County Circuit Clerk on
20_, in Plat Book Page -
9-26-2016
Date of Execution Daniel W. Havner, Registered
Surveryor No. 1542, Arkansas
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STATE O„/,-
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CERTIGICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, Timothy E. Daters, hereby certify
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that this plat correctly represents a
III ARKANSAS
plat made by me, and that engineering
pv * * * `
requirements of the Little Rock
; REGISTERED
Subdivision Rules and Regulations h ve
PROFESSIONAL
have been compiled with.
a ENGINEER
9-26-2016
\'sa TIMOTHY E. DATERS
Date of Execution Timothy E. Daters
l8
" ' �o,. 5033>"r/0
Registered Professional
Engineer No. 5033,
Arkansas
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CERTIFICATE OF PRELIMINARY PLAT APPROVAL
wfIITE-DATERS?9�
s Lu _ $ ASSOGIAT[ S, 3 0
All requirements of the Little Rock
Subdivision Rules and Regulations
38
relative to the preparation and,.•'
`SAS
submittal of a preliminary plat having
- i� 11
been fulfilled, approval of this plat
"""''"""""
is hereby granted, subject to further
provision of said Rules and Regulations
This certificate shall expire.
Date of Execution Planning Administrator
Little Rock Planning Commission
OWNER OR DEVELOPER
Date of Execution Name Ranch Proper ties, Inc
900 S. Shockleford Rd., Suite. 300
Little Rock, Ar 72211
Address
Source of Tile D.R. Page
Instrument No. Source of Title_ 89-62166
LEGAL DESCRIPTION
PART OF THE NW1/4 OF SECTION 13, T-2-N, R-14=W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY" DESCRIBED AS: BEGINNING AT THE NORTHEAST CORNER OF LOT 156. THE RANCH, AN ADDITION
TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID POINT BEING ON THE SOUTH LINE OF LOT 185, CYPRESS POINT, AN ADDITION TO THE CITY OF LITTLE ROCK. ARKANSAS; THENCE N75°I I'01 "E, ALONG
THE SOUTH LINE OF SAID LOT 185 AND LOT 186. CYPRESS PONT, A DISTANCE OF 216.48 FEET TO A POINT ON THE WEST RIGI IT -OF -WAY LINE OF OVERBROOK DRIVE,; THENCE N(025'53"E. A DISTANCE OF
50.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF OVERBROOK DRIVE, THENCE ALONG SAID EAST RIGHT-OF-WAY LINE FOLLOWING A 388.09 FOOT RADIUS CURVE TO TI IE LEFT, HAVING A
CI TORT) BEARING AND DISTANCE OF N26006'53"W, 34.04 FEET; THENCE CONTTNUE ALONG SAID EAST RIGTIT-OF-WAY LINE N28039'40"W. A DISTANCE OF 123.00 FEET TO A POINT ON TI IF SOUTHERLY
RIGHT-OF-WAY LINE OF RANCH BOULEVARD; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE FOLLOWING A 348.31 FOOT RADIUS CURVE TO THE LEFT. HAVING A CHORD BEARING AND
DISTANCE OF N51 °39TO"E, 34.10 FEET; THENCE CONTINUE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE N48053' 17"E. A DISTANCE OF 262.26 FEET; THENCE CONTINUE ALONG SAID SOUTHERLY
RIGHT-OF-WAY LINE. FOLLOWING A 379.26 FOOT RADIUS CURVE TO THE RIGHT. HAVING A CHORD BEARING AND DISTANCE OF N62 00'27' E. 172.73 FEE I, THENCE, N14°49 46 W A DISTANCE: OF 60.00 FEET
TO A POINT ON THE NORTHL,F.RY RIGHT-OF-WAY LINE OF RANCH BOULEVARD; THENCE N7101 I'25"E. A DISTANCE OF 45.50 FEE I': THENCE ALONG THE, ARC OF A 148-00 FOOI R ADII N CI TR VF TO THE
RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S87035'08"E, 107.78 FEET; THENCE S66°13'53"E, A DISTANCE OF 113.97 FEET; THENCE S65°08'00"E, A DISTANCE OF 490.56 FEET; THENCE, ALONG'PHE
ARC OF A 125.80 FOOT RADIUS CURVE. TO THE RIGHT, HAVING A CHORD REARING AND DISTANCE. OF S43°32'49"F., 92.23 FEET; THENCE AT.ONG THE ARC OF A 30.50 FOOT RADIUS CURVE TO THE, I,F.FT,
HAVING A CHORD BEARING AND DISTANCE OF S50001'05"E, 26.71 FEET; THENCE ALONG THE ARC OF A 59.50 FOOT RADIUS CURVE TO'TIIE RIGHT. ILAVING A CHORD BEARING AND DISTANCE OF
` S20001'44"E. 98.60 FEET; THENCE S68°31'35"E. A DISTANCE OF 135.76FEET; THENCE SOl°40'39"W, A DISTANCE OF 613.30 FEET; THENCE N88°19'21"W, A DISTANCE OF 15655 FEET; THENCE N89°59-44"W, A
- _ DISTANCE OF 50.00 FEET; THENCE S00°00'16"W, A DISTANCE OF 66.57 FEET; THENCE N88010'01"W. A DISTANCE OF 177.48 FEET TO THE NORTHEAST CORNER OF LOT 167, THE RANCH, AN ADDITION TO THE
: CITY OF LITTLE ROCK, ARKANSAS; THENCE CONTINUE N88°I0'01"W, ALONG TTLE NORT H LTNE OF LOTS 167 THRU 165 SAID RANCH SUBDIVISION, A DTSTANCE OF 294.36 FEET; THENCE ALONG TT TF NORTII
LINE OF LOTS 165 THRU 162 OF SAID RANCH SUBDIVISION, A DISTANCE OF 41621 FEET TO THE SOUTHEAST CORNER OF LOT 160, SAID RANCH SUBD1 VISION: TIFENCE ALONG THE EAST LINE OF SAID LOT
160 N36031'08"W, A DISTANCE OF 97.84 FEET; THENCE ALONG THE EAST LINE OF LOTS 160 AND 159. THE RANCH SUBDIVISION, N46'43'S8"W; A DISTANCE OF 173.65 FEET; THENCE ALONG THE EAST LINE OF
LOTS 159 AND 158. THE, RANCH SUBDIVISION, N37°28'44"W, A DISTANCE OF 249.55 FEET TO THE NORTHWEST CORNER OF LOT 158, THE RANCH SUBDIVISION: THENCE Nib'45'41 "W, ALONG THE FAST ITNE
OF LOTS 157 AND 156, THE RANCH SUBDIVISION, A DISTANCE OF 130.00 FEET TO THE POINT OF BEGINNING. CONT ATNTNG 1,223.906 SQ. FT., OR 32.1291 ACRES. MORE OR LESS.
c ` General Notes:
1. Owner & Developer:
900RancS. PShocklefordnRd., Suite 300 REVISED PRELIMINARY PLAT
i.
Little Rock, Ar 72211
Source of Title: 89-62166
2. Linear feet of Internal Streets: 1850 Lf
3. Average Size of Lot: 120' x 180'
RANCH
4. Number of Lots: 20 Lots
PPlicable existing 5. A covenants: None 9 2017
6. Source of Water Supply: CAW
7. Source of Wasterwater Disposal: LRWU
8. Floodway: N/A Lots 6 e 7
9. Municipal Boundaries: Within Corporate City Limits
10. Phasing Plan: One Phase Lots
- 179
u>"f; 11. Variances: Alternate Pedestrian Circulation System
169
ss mn 12. Maintenance of tracts and pedestrian trails will be L + l�) R e I
provided for within the Bill of Assurance.
13. Tracts shall be Maintained by POA
Public Works Notes: AN ADDITION TO THE
CITE F
1. NPDES and grading permits are required prior to construction. /�
2. Stormwater detention ordinance applies to this property. 6 % T5 I T T LE ROC ' A AN S A S
3. Plans of all work in right-of-way shall be submitted for ®a'�
approval prior to start of work. � 6
2, 4. Provide striping and approve plans as per ordinance for v Zo SE TEldl E ®� I i
2, Traffic Engineering approval.
5. Prior to construction obtain barricade permit for work done ,- 5 a g a
within right-of-way. c W we EV; �� 1 /�1�E 19, �j(j 1 U OCT 1 $ ZQjs Y O2 0
6. Easements are for utilities and drainage where needed. ¢o d:
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7. Streets to be 27 ft. wide in 45 ft. right-of-way easements o and 31 ft. wide in 50 ft. right-of-way easements > ? LL
u; ®w�,E-DATRS &ASSdcE4 7`�r' INC.
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8. A grading permit per secs. 29-186(c) and (d) will be required a z r ¢ M CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
with a building permit. 7 ' m
24 RANTING CIRCLE LITTLE ROCK, ARKANSAS 72223