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MASELVALE CUTOFF THIS PROJECT
Vicinity Map
NOT TO SCALE
LEGAL DESCRIPTION
Public Works Notes:
1. NPDES and grading permits are required prior to construction.
2. Stormwater detention ordinance applies to this property.
3. Plans of all war!,, In right-of-way shall be submitted for
approval prior to start of work.
4. Provide striping and signage plans as per ordinance for
Traffic Engineering approval.
5. Prior to construction obtain barricade permit for work done
within right-of-way.
5. Easements are for utilities and drainage where needed.
7. Streets to be 27 ft. wide in 50 ft. right-of-way easements
or 31 ft. wide in 60 ft. right-of-way easements as shown.
8. A grading permit per secs. 29-186(c) and (d) will be required
with a building permit.
General Notes:
1. Owner & Developer:
Town Creek, LLC
11324 Arcade Drive
Little Rock, AR 72211
Source of Title: Under Contract
2. Linear feet of Internal Streets: 15,300 LF
3. Average Size of Lot: 50' x 120'
4. Number of Lots: 400 Lots
5. Applicable existing covenants: None
S. Source of Water Supply: CAW
7. Source of Wasterwater Disposal: LRWWU
S. Variances: Pedestrian Walking Trail in lieu of Sidewalk
9. Floodway / Floodplain: N/A
10. Municipal Boundaries: Inside Corporate City Limits
11. Maintenance of tracts and pedestrian trails will be
provided for within the Bill of Assurance.
12. Lots are numbered with block number followed by lot
number per developer request.
13. Setback: 25' Front and Rear
5' Sideyard
A TRACT OF LAND BEING ALL OF THE SW % OF THE SW '/+, AND ALL OF THE N 1/2 OF THE SE 1/4 OF THE SW %, AND ALL OF
THE NE % OF THE SW Y, AND PART OF THE NW X OF THE SW1/4, AND PART OF THE SE1/4 OF THE NW 1/4, ALL IN SECTION 2,
T-1-S, R-13-W, PULASKI COUNTY, ARKANSAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SW CORNER OF THE ABOVE SAID SECTION 2; THENCE NO°07'46"W ALONG THE WEST LINE OF THE ABOVE
SAID SECTION 2,1337.77 FT. TO THE NW CORNER OF THE SW1/4 OF THE SW1/4 OF THE ABOVE SAID SECTION 2; THENCE
N88°55'05"E, ALONG THE NORTH LINE OF THE SW Y4 OF THE SW1/4 OF THE ABOVE SAID SECTION 2,896.83 FT.; THENCE
NO 07 45 W, 648.00 FT.; THENCE N88 55 05 E, 300.00 FT.; THENCE NO 07 45 W, 416.26 FT. TO A POINT ON THE SOUTHERLY
RIGHT-OF-WAY LINE OF MANN ROAD; THENCE N53°16'36"E, ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF MANN ROAD,
635.57 FT.; THENCE ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF MANN ROAD ON THE ARC OF A CURVE TO THE LEFT,
(SAID CURVE HAVING A DELTA OF 4°27'24", AND A RADIUS OF 8038.46 FT.) AND A CHORD BEARING AND DISTANCE OF
N51°02'48"E, 625.10 FT.; THENCE N48'49'12"E, ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF MANN ROAD, 539.42 FT. TO
THE EAST LINE OF THE SE Y4 OF THE NW % OF THE ABOVE SAID SECTION 2; THENCE SO'10'52"W, ALONG THE EAST LINE OF
THE SE % OF THE NW % OF THE ABOVE SAID SECTION 2, 895.36 FT. TO THE CENTER OF THE ABOVE SAID SECTION 2; THENCE
SO°04'501, ALONG THE EAST LINE OF THE SW % OF THE ABOVE SAID SECTION 2, 2010.77 FT., TO THE NE CORNER OF THE S
Y2 OF THE SE % OF THE SW Ya OF THE ABOVE SAID SECTION 2; THENCE S89'10'47"W, ALONG THE NORTH LINE OF THE S Yz OF
THE SE % OF THE SW % OF THE ABOVE SAID SECTION 2,1349.17 FT. TO THE NW CORNER OF THE S % OF THE SE % OF THE SW
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EXISTING ROAD
/ WEARING SURFACE
COMPACTED CRUSHED STONE
BASE COURSE (SB-2)
COMPACTED 100% MOD. PROCTOR
TYPICAL HALF STREET IMPROVEMENT SECTION
EXISTING ROAD
/ WEARING SURFACE — — — — - — —
COMPACTED CRUSHED STONE
BASE COURSE (SB-2
COMPACTED 100% MOD. PROCTOR
TYPICAL STREET IMPROVEMENT SECTION
WITHI' LEFT TURN LADE
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430' OF IMPRYOVfNIENTS
OF MANN ROAD
TO CREATELO DEVELOPMENT
/
DFVF LOPMENT l
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PEDESTRIAN
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120'
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570 508 I tt 10
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hp 569
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308 568 7 120'
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120'
Y4 OF THE ABOVE SAID SECTION 2; THENCE SO'13'44"W, ALONG THE EAST LINE OF THE SW Y4 Y4 OF THE SW OF THE ABOVE I / / / 1/ go / 1 310 o h 413 a 7
SAID SECTION 2, 660.42 FT. TO THE SE CORNER OF THE SW % OF THE SW Y4 OF THE ABOVE SAID SECTION 2; THENCE / / G$ 11'o• 40 o '-40
S88034'18"W ALONG THE SOUTH LINE OF THE ABOVE SAID SECTION 2, 1316.73 FT. TO THE POINT OF BEGINNING, 406
CONTAINING 120.66 ACRES. I / �� �2 309 gh 5° 405 ,moo
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CERTIFICATE OF PRELIMINARY CERTIFICATE OF PRELIMINARY �..����� / / m J�O' 4
SURVEYING ACCURACY ENGINEERING ACCURACY 1�/Nst A� of / / 307 N Y oh �0402
�1 ARKANSAS h ,419
���1111IIIIIIll111� I, Timothy E. Daters, hereby certify ,�� * * * / /� 401 5° go ,420 2
thisaul platMcorhectlyheepbasentstifa thatbo�ya 1@��'�T����'i, that mat adeis me, thateen to �rI REGISdERE / 0 5I
P Y g iMOFESSION L / 306 421
Cry survey made of verified by rL8 tFfii S3jATEOF''',, % requirements of the Little Rock ENGINEER / t20' 'o• o
surveying re uirments of the Stale o ARKANSAS Subdivision Rules and Re RegulationsAve/ 1ko 5°
Y 9 q o. 1542 a 9 422
Arkansas and City of Little Rock_ _ - have been compiled with. \® TIMOTHY r. DATERs 305 01 z 'o• 5
division Rules and Regulations hm s1cNa �_ - e N0. 5033 �/ 05, ,
complied with and a co of sal -9 ,� y �423
P PY = 2 �, 5-24- r7 0- o
boundary has been duly filed for 0 0
in offices of the State Surveryor ai5 O°"o,NYNE„Nd Date of Execution Timothy E. Eaters 304 424 �o /
the Pulaski County Circuit Clerk on 11\ Engineer No.rofessi5033Registered �Arlkansas / I I 120' orn 5°
20—, in Plat Book Page llll11 I 303
I
12011 , 552
5-24-17 �rva.�--,1- I '
ENTERGY SUBSTATION o 302 � a3 ,�551 yo
Date of Execution Daniel W. Havner, Registered Land go o.
Surveryor No. 1542, Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL I 120' h° ,2550 7°
All requirements of the Little Rock I 301 ,°549
a ya
Subdivision Rules and Regulations I 120'
48
relative to the preparation and I ' 0 0
submittal of a preliminary plat having o I 300
OWNER OR DEVELOPER been fulfilled, approval of this plat /\ ry ' 120' go
is hereby granted, subject to further N 299
provision of said Rules and Regulations
Date of Execution Name This certificate shall expire. I �� I I 120 0 5
I�
I ' 120 120' '
Address Date of Execution Planning Administrator I I 298 i 546
' 120' FED STRIANTABLE'
Source of Tile D.R. 120' Page i N 297 545 �'
Instrument No. I I I 120
I I I 120'
I ' 296 �' $ 544 '
120'
430' OF IMPROVEMENTS ON NORTH SIDE QF MANN ROAD- —
TO CREATE LEFT TURN fv1CVEMENI S INTO bE7ELOPI`A.LNT
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R & D HOLDING LTD PTNSP LLLP
183
184
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5� PE ES -RI. N TABLEzs' aI-oo urn °D 120`
145
BIG�D— D� — —
95' �
50' )5C' 50 soSC" 50 5050' S0' S0' 50 50' S0` 50 1S 4 146
1 38
162 N 161 N160 o 159 0158 I I N157N 1560 155 15410 153 R 152 151 150 149 f 47 's:•
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5' 50' 50' 50' S0' I 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 143,
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PLANNED RESID"PENT AL D'EVELOPU MENT
THE A R -11-"S
Am Addition to the City of Little Rock
Rev. May 24, 201.7
May 1, 201.7 R �- .....
NIA Y 2 4 P017
WHITE-DATERS & ASSOCIATE'S INC. By...... IVIL ENGINEERING, LAND PLANNING & DEVELOPMENT.
SURVEYING •""""••••
4 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
53 56' 50 50 5' 50 50' `_= 50' S- 5., 50' 5050 g
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h' 199 N 198 N 197 N 196 N 195 R 194 b 193 92 = 191 190 189 N 188 0187 186 N 185 -
50, S' S' S0' S ' -- - ". 50'
98' 75' -
-IRON FORRESTER
R & D HOLDING LTD PTNSP LLLP
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1 38
162 N 161 N160 o 159 0158 I I N157N 1560 155 15410 153 R 152 151 150 149 f 47 's:•
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L-L SOON
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PLANNED RESID"PENT AL D'EVELOPU MENT
THE A R -11-"S
Am Addition to the City of Little Rock
Rev. May 24, 201.7
May 1, 201.7 R �- .....
NIA Y 2 4 P017
WHITE-DATERS & ASSOCIATE'S INC. By...... IVIL ENGINEERING, LAND PLANNING & DEVELOPMENT.
SURVEYING •""""••••
4 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
-IRON FORRESTER
R & D HOLDING LTD PTNSP LLLP
183
184
141' J
---- - --
LINDA LOU BERGON
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5 �730 729 728N 727 726 725 724 _ 723 144 0
5� PE ES -RI. N TABLEzs' aI-oo urn °D 120`
145
BIG�D— D� — —
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1 38
162 N 161 N160 o 159 0158 I I N157N 1560 155 15410 153 R 152 151 150 149 f 47 's:•
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ON hti _ P-IN OAK DR \596-
— — PSIS
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PLANNED RESID"PENT AL D'EVELOPU MENT
THE A R -11-"S
Am Addition to the City of Little Rock
Rev. May 24, 201.7
May 1, 201.7 R �- .....
NIA Y 2 4 P017
WHITE-DATERS & ASSOCIATE'S INC. By...... IVIL ENGINEERING, LAND PLANNING & DEVELOPMENT.
SURVEYING •""""••••
4 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223