HomeMy WebLinkAboutS-0867-YYYYYYY 1 Map 1CHENAL VALLEY DR.
THIS PLAT
CHENAL VALLEY
Y ROAD
CEITERUNE CURVE DATA
PARKWAY
GT■T
CURVE
LENGTH
DELTA
TANGENT
RADIUS
C1
119 57'
OB52'05
59 90 _
772.50
C2
- 23625'
90.14'27'
15063
150.00
C3_-,
7
- _4.28
OB33'18'
37 21
-
497.5D
ARKANSAS STATE PLANE
COORDINATES (NORTH ZONE)
1 N 158765.39_ _ E__1167863_77_____
2 N 159015.04E 1167872.42__
3
N
159201_19
..._ E
116767&52
4
N
159295.04
- _ _ . E
1167562.77
5
N
1591_04.82
_ _E
1167427.36
6
N
159112 13
E
1167416.93 _____
7
N
158980.48
E
1167326.36
8
N
158975.44
E
1167333.00
9
N
158844.93
E
1167240 67
10
N
15879%80
E
1167295 30
11
N
158606 49
E-
1167496.65_
12
N
158603,25
E_
1167493-51
13
N
158496 66
E
1167603.60
VICINITY MAP
(NTS)
1 W X 25'
WATER
R475.00'
CDS50'26'41"E
LC70.86'
LEGAL DESCRIPTION
PART OF THE E1/2 OF SECTION 34, T-2-N, R-14-W PULASKI COUNTY, ARKANSAS,
MORE PARTICULARLY DESCRIBED AS FOLLOWS;
COMMENCING01'59HEEEE
'08"E ALONG HE EAST LINE OFSAIDSI/4N1/4, 452014, SAID TI34;
FT
HENCE N
TO THE POINT OF BEGINNING; HENCE N01'59'08"E CONTINUING ALONG SAID
EAST LINE, 249.79 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF DENNY
ROAD, BEING 25.0 Fr. THENCE N46*'027W
SAID SOUTH RIGHT-OF-WAY LINE, 268 80THELINE Fr.; HENCOEF NORHWESTERLYO CONTINU NGG
ALONG SAID SOUTH RIGHT-OF-WAY LINE BEING THE ARC OF A 975.00 Fr. RADIUS
CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N50'57'50"W, 149.02 Fr.;
THENCE 795-00 FT. SRAD U3 CURVE TO HE TORTHWESTERLY LEFT, A HENCE N CHORD BEARING TLONG HE
DISTANCECOFF A
N5500'53"W, 12.73 Fr.; THENCE S34731'35"W, 159.80 Fr.; THENCE 55750'53"E,
8.33 FT.; THENCE S35'16'40"W, 159.88 FT.; THENCE SOUTHEASTERLY ALONG THE
ARC OF A 475.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE
OF S5926'41"E, 70.86 Fr.; THENCE S46'10'027E, 279.13 FT.; THENCE
S4404'24"W, 4.51 FF.; THENCE S45'55'36"E, 153.23 FT.; THENCE N44'04'247E,
374.03 FT. TO THE POINT OF BEGINNING, CONTAINING 6.6318 ACRES MORE OR LESS.
NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY,
AS SHOWN ON HE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP
FOR PULASKI COUNTY, ARKANSAS.
P
•J3, F
Ce'
�O
50 0 50
Scale 1" = 50 ft
150
�GISTE............
�,.• S�J�TF.OF ''•�,
•./\RKjA N S A S
i
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••''• �AL LAB
CERTIFICATE OF SURVEYING ACCURACY
I, PAUL M. WHITE, HEREBY CERTIFY THAT HIS
PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED BY ME, ALL
MONUMENTS REQUIRED ACTUALLY EXIST AND
ARE CORRECTLY SHOWN HEREON AND THAT ALL
SURVEYING REQUIREMENTS OF HE LITTLE
ROCK SUBDIVISION RULES AND ULATIONS
HAVE BEEN COMPLIED WIH. ,
o
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1251, ARKANSAS
R975.00'
CDN50'57'S0"W
4 ` 149.02'
CERTIFICATE OF ENGINEERING ACCURACY
MITIGATION SITE- DEED RESTRICTED
see Bill of Assurance for restrictions R955.00
^� ` A T
ARANe SnI'SceNsasa'zD w 250'
I, TIMOTHY E. DATERS, HEREBY CERTIFY
LC146.24' \ THAT HIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT THE
\ RECISTEREN
ENGINEERING REQUIREMENTS OF THE E
TRACT A // \\ �� PROFESSIONAL ROCK SUBDIVISION RULES AND R T N
^�� \\ �/ / Tr\2° \\.�\ \ �, i lBNS1NB6R �6! HAVE EEN COMPLIED WITH.
Ar
Na 33 :
N.
� ` DA OF X CUTION TIMOTH ATERS
R795.00' o° yT110 {Qp, so\ \ REGISTERED PROFESSIONAL
CDN55'00'53'W ENGINEER NO. 5033, ARKANSAS
LC12.73' BLOCK 1 h4s
43 h� p v v4A
10' X ` - r
WATER ESMT. ?,,. h
4?p•
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10
10' X 25' v
WATER ESMT. OS O'
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6 / /
SOUTHEAST CORNER
SE1/4 NE1/4
SECTION 34
T-2-N, R-14-W
2014043313 Received. 712912014 9:06:55 AM
Recorded: 07 2912014 09:15:25 AM Filed &
Recow-ad in Official Records if Larry Crane,
PULASKI COUNTY CIRCUIT/COUNTY CLERK
Fees $15.00
SAS 2u1�pq�312
o`Ogt1E CIRCU �7�{
CERTIFICATE OF RECORDING
CERTIFICATE OF
WE, HE UNDERSIGNED,
ESTATE, SHOWN AND L
HEREBY CERTIFY THAT
PLATTED, AND SUBDIVI
LAY OFF, PLAT, AND `.
ESTATE IN ACCORDAN(
y/4 /y
DATE OF EXECUTION
D.R. PAGE
INSTRUMENT NO. -
CERTIFICATE OF
PURSUANT TO THE LI
RULES AND REGULATI
CONDITIONS OF APPR
COMPLETED, THIS DOI
ACCEPTED. THIS CER'
EXECUTED UNDER TH
RULES AND REGULAT
DATE OF EXECUTION
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN = _ _ = ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A
CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
5. ERROR OF CLOSURE: EXCEEDS 1:20,000
6. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS
ARE 25.0% UNLESS NOTED OTHERWISE.
7. TRACTS MAY BE USED AS EASEMENT FOR DRAINAGE AND/OR UTIU
REFER TO BILL OF ASSURANCE FOR USE AND RESTRICTIONS.
8. ALL LOTS HAVE AT LEAST A 10 FT. WIDE UTILITY EASEMENT
ADJACENT TO THE STREET RIGHT-OF-WAY.
9. ALL FRONT AND REAR BUILDING SETBACK UNES ARE 20 FT.
ALL SIDEYARD BUILDING SETBACK LINES ARE 5.0 FT.
10. VEHICULAR ACCESS TO LOTS 1-6 AND LOTS 18-23, BLOCK 2 WILL
THE REAR COMMON DRIVEWAY ACCESS EASEMENT, NO VEHICULAR /
THE AREAS SHOWN AS MITIGATION SITE, SHALL BE PRESERVED FOR WETI
RIPARIAN BUFFER, AND WILDLIFE HABITAT MITIGATION, AND MAY NOT BE
ANOTHER USE, INCLUDING BUT NOT LIMITED TO: CLEARING, LOGGING, BU
MOWING, SPRAYING WITH HERBICIDES, FILLING, LEVELING, DRAINING AND
CONSTRUCTION OF ANY STRUCTURE OR ANY OTHER ACTIVITY THAT WOUL
IMPACT THE NATURAL STATE OF HE AREA IS PROHIBITED IN THE AREAS
SITE. REFER TO US ARMY CORPS OF ENGINEERS SECTION 404 PERMIT I
FINAL PLAT
LOTS 1-10, 43
LOTS 1-61 18-23
TRACTS A, B &• C,
WII�DW(1)(1)I) l
V\ �\IU1111 I I(0\ 101 11�11I t I i l
I I I I I I I�A11 h. A1'A 11 0XI
BEING PART OF THE E112 OF SEC.
T-2-N, R-14-W
PULASKI COUNTY, ARKANSAS
JULY, 2014
�p &DA9MW&CAB'=
■ CWL ENGINEERMG. UUM PLVMM k DEVELOPMENT. SNNE
24 RAHUNG UKLE UT(E ROCK. ARKMl4A5 72223