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LEGEND
FOUND IRON PIN
0 FIP
SET IRON PIN -
1/2"REBAR WITH
CAP
• SIP
CONCRETE MONUMENT
O CM
CENTERLINE OF ROAD
-
RIGHT OF WAY
-
-
- -
LOT LINES
FENCE (8' WOOD)
-X
X
4' IRON RAIL
-----�---�-�-
EASEMENT
----------
OVERHEAD ELECT.
E
E
SEWER LINE
S
S
WATER LINE
W
W
GAS LINE
G
G
CURB & GUTTER
- - -
- - -
-
- -
FIRE HYDRANT
WATER METER
WATER VALVE
N
LIGHT POLE
POWER POLE
SEWER CLEAN OUT
PHONE PEDESTAL
U
SANITARY SEWER
MANHOLE
LEGAL DE5CR MON:
Tract 10. Sachs Suburban Subdivision, filed for record Book 2, Phase 87. Records of Pulaski
County. Arkansas, lying in the Southeast Quarter of Section 6, Township 1 North, Range 13
West, Pulaski County, Arkansas more particularly described as follows:
Beginning at a found 1' bolt at the Southeast Corner of Summit Ridge Subdivision South 01
degrees 47 minutes 13 seconds West 320.98 feet: thence North 88 degrees 32 minutes 13
seconds West 1,154.74 feet to a point on the North Right -of -Way Line of Kanis Road: thence
along said Right -of -Way North 35 degrees 18 minutes 59 seconds West 397.54 feet: thence
leaving said Right -of -Way South 86 degrees 38 minutes 32 seconds East 1.394.57 feet to the
point of beginning containing 9.36 acres more or less.
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and Regulations
relative to the preparation and submittal to a preliminary plat have been
f:lfilled, approval of this plat is hereby granted, subject to further
p^ovisions of said rules and regulations. This certificate shall expire on
Date Date of Execution Chairman, Little Rock
Planning Commission
CERTIFICATE OF ENGINEERING ACCURACY
I. Robert D. Holloway hereby certify that this plat correctly
represents a plan made by me and that the engineering requirements of the
Maumelle Subdivision Rules and RegulationLz have Banc plied with.
Date of Execution ROBERT D. HOLLOWAY
REGISTERED PROFESSIONAL
ENGINEER NO. 2335, ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
I. Robert D. Holloway, hereby certify that this plat correctly
represents a boundary survey made by me and boundary markers shown
hE-eon actually exist and their locatiosr type and material are correctly
shown.
Date of Execution
ROBERT D. HOLLOWAY�
REGISTERED LAND SURVEYOR
NO. 83, ARKANSAS
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.
Date of Execution McCracken Land Development
11815 Hinson Road
Little Rack, AR 72212
S of T'tle' 2014049798 501-224-1106
TE
AR )�,
IE6S(l�B�,
OF SI
A EE
No. 2335
mm
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THIS PROJECT
GRAPHIC SCALE 1"=50'
0 50 100
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
VICINITY MAP N. T. S.
\ / / curce )II I I I I
PAGIS 2065-0367 I I I I I I I I I I I I I I
INCO cx� Vo Ell
N9❑ ❑❑ ❑❑ w CHRISTOPHER OLSEN
663.68' PARCEL - 44 C1760003200 \ 4❑T ❑ / / o\
lsumwr RIDGE
ES'
I I BOOK 13 PA5E145
L3T 12 I LOT 13 I LOT 22 LOT 23
o L❑T 14 I LOT 15 I LOT 19 LOT 2❑
1.84 ACRES
y
\ v „ ZONEDPD-R \ % ti/ LOT 15 LOT 1�v I I L❑T 16 I LOT I� I LOT 18 LOT 21
�A N❑Ll ❑❑00 E �'---
8J4.5z
\ FOuNn _ I I I FOUND I" BOLT I
2s. I" PIP Q. A \ �. A \ \ �� -
/p F l'
�. y v AA. v \ PARC� I❑' NO SECOR
_ - A[ -s,
w ,
EASEM T S DISION
OT�1\ A _ �� M / i - - --- - -�lEb-- ---_----------- --- -- -45EIB Y: - w°--
�d�G 12545S \ \ LOT �, c "< Sn -- -- --- -- ---- - - - -- - ,
s t LOT 2 TOTv3 u, v A 76SF
r TS\ LQT6 �� L 8 i a ry I--� v v
p� A 0.24 C. 0• C. v 0.) V717�g6SF \ n` 7184. 2SF \ �A 70 16 C F 8253 29SF r 3 LOL1J- a LOT 11- �, T 1 - - -_
\ > 6.195 °L 71 �4.7gSF v LOT 9 _ a _ E; _ �0.16AC
\ \ - I ; A�. o �. \0 16A \ 91 \ v 019AC. ,- ' / 017 C - O LOT 13 a-� 01-1 F - "� 71 O - - - - - - - - - 5' z`
16AC. _ _ `0.16AC. a 05432 T 15840 . N 016AC. LO
\1. \ / �, 3 038E oO Arc 3 LOT 19 \.
A A ❑ _
FRONT YARD• \ (�19AC. ❑ v 7 bSSF -- .r715472 F v 7158.80�F�- a 0.16AC. ry 0.1 183.24SF v �95.96SF� A
_ -- A fi'9� A-aa Iz' A-50n6� - -- t4- m 7179.19SF_ v 8' o
f0'.oRAINAC-,E E -1 - - - - -
\ wA _ _ i - - - - - _ _, I6AC. 0.16AC. ;v - , 20A� m o ❑ \ LOT 21
/o - - - �l - -- - al' - �f - - - - - - - - 1
� _ 'ate _ � \ '� OSF �
\ y \i x�A9n 5884 55.OD: afiD. 50.0D' _ - - - ' \ 1 -- - - - _ - - - - - - - - 496 - - - - - - - - I \_ I - M1N ' \ \ 5 AC. \ -
- - - -- _
ZS' Ff�NT YAR1 A��SpaB°fZ'A
SE�HgC�K
u1
1LITY ESHI -- - - - - _- D� 1
��
I II E Z45 ry \ \ S \ 3 D 52.DD' i 5200'No S2.00`� 952.D0'
a \ \ N 103l✓ 0 52-D0__ SZ.oD - _ 3y q3, ,I 4,I \ \ \ LO'iy 2�2 - - - - I J\
T T � _
\OF
�� g6.lfi _ \ fi5.001� \6DD0'•, 6R31' C3 ' - - - - �E, - - - F� � - - - - - e 0.1Y�AC
N35men
18S�"W �in v y y O' DRAil v
37 %.st� \ \ - \ �� -� \ZS FRCSNT YARI.'J, / ND Ps,Rlclr� utH 5� OP RD _ - - - - _ - - - - 4�4 - - - - - - - .� / II I \ S`
6 87
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A -- .A�21.84' , - - - - oast - - T'10' DRATIETER
I mod" G
_ \ L 41V A A Q V 4O \ �� ry \ A=32. 9' O \ L --- _ Z5_FRONT YARLI A�6 I I \\
_ _ ,u T. _ 5 155 OOSi? /
i 6 w / A\ V OT6AC. /
4 d �08� Ste\ 39SF w LOfi3fr n=�9.93'
\ 9748. SIF > OIL 9 u
0 22A p LO 38 \
7(�39.9$SF v LO P�7 _ �.
\ \ 0.16AC. 7 K4.58SR S \o /
0.16 C. 7110.13SF ❑ / r \ \ \ -r ry -m❑ - nj
G \ \ ) \ \ 0 1 AC. 0.1 N r / Ln
° V A " / LOT :Q w w _ La R32 u SOT 31 w \ - -
�. _ - �OT 34 L 3 P �""ate " I I Y I Y.GSI /l4
STR LT N \ \ \ \ \ � /7135.85SF OT 30 W LOT 29 - 3 OT 2$ w LOT 27 - _
q \ \ _� � o / - 136. v 7157.49SF v -- 7138.25SF W 7139.02SF � 7139 78SF v740.54- -- W LOT 26 W ❑ I I I J `/1 S.00S
� � 8402 9SF � / � � �� � S� _ � / \
N 'E 0. AC. g 0.16AC. p.16 n \ 016AC \z 0.16AC. 0.16PiC. 0 0:16AC. ry \ 0 1.31SF 7142.07SFv _ SI / q•16AC.
oyG s �afi V A Do' sT Db: 65.004 ASo� / \� ❑ g _ - O.lYAC. e 70 16AC 036AC. ;° 4$AO
G`rZ'TRACT \ � DT \ n9 \ \
\ 26 AL FATHER EMERG
i
i - 25
7��,,,08.1SF\
�ZFlB' S2.Dl]' \r5I 52.DD' S2.DD A \ N OU 17A
KATHM N,FINK13EINER� �v vR
60004�00 PARCEL-- N88D3 '13"W 15�
FOUND mf PARCEL-44KO7 ACRBS � � � � ;� �
Sz.DD � o9z.DD' \ C`'
I" PIPE v IA600 KANI5,ROAD I - _ - A I \ 135❑❑' v A CrrYOFIR
tiv _
\ 0.19 ACRES
\ / \ \ \
b \ _ �a6b A' A A \ FOUND
PROPOSED SEWER \ \ \ / \ \ \ \ , / ELME� ESL�CK \ j / 29'-6' CL TO BC \ - \) \ IPOLASffiCOUNT
ASSUMES OFF -SITE �a PARCEL-44R0760004300 -- - 106• 5•D• GAN SHNAIR 13EKRLYDICKSON
PARCEL-44R0760003900
" PIPE
EXTENSION � i / 14508 KANIS ROAD I PARCEL-p44R/0�p760004100 �^ p�
282 ACRES 27'-6" PAVEMENT 1.87ACRES I 2.50 AUKS
QUANTITATIVE DATA:
TOTAL PARCEL SIZE
9.36 ACRES
PROPOSED USAGE
SINGLE FAMILY RESIDENTIAL
COMMON USABLE OPEN SPACE
0.560 ACRES
AVERAGE LOT SIZE
0.320 AC.
LENGTH OF NEW ROADS
1410 FT
MINIMUM LOT SIZE
7039 SF
NUMBER OF LOTS
41 LOTS
OPEN SPACE TRACTS A. B & C
LOTS PER GROSS ACRE
14.38
ARKANSAS STATE PLANE
COORDINATES
NORTHING
EASTING
A
151196.93
1181589.79
A
151521.31
1181359.98
A
151488.26
1182754.16
A
1 151167.45
1182744.15
41
(HEAVY DUTY)
ACREAGE PER 40
NE 1/4, SE 1/4, SECTION 6 4.84 ACRES
NW 1/4, SE 1/4, SECTION 6 4.52 ACRES
TOTAL 9.36 ACRES
AfT_ LENGTH
LHORD
DEEIREE OF CARVE
RADIUS
DELTA
TANGENT
[I
fi358'
6251'
514I745'
IDDDO'
EF3025990
R.90'
46.12'
46.10'
14'19'26'
4DD.00'
6°3�24'
23.09'
C3
46.12'
46.10'
14019'2B'
400.00'
fiO3EP'24'
23.09'
7" CLASS 7 BASE CURSE AT
PROCTOR DENST-Y OVER
UPRIGHT CURB
3' ]MAX SL ASPHALT
SURFACE
24' BOC TO BOC
)OIFIED 2'TYP.
FABRIC
PROFILE GRADE
G
2% SLOPE
3' ASPHALT
WEARING SURF
9' CLASS 7 BASE COURSE AT
MODIFIED PROCTOR DENSITY
OVER GEOTECH FABRIC
BHT CURB
DETAIL)
TYPICAL HALF STR13$'1' DE'1I
*SEE CITY OF LITTLE ROCK PUBLIC WORKS DETAIL PW-24
Q _2% S,urc m - 3.1 144) GENERAL NOTES:
=all= 1. ALL LOTS SHALL HAVE A 10.0' DRAINAGE & UTILITY EASEMENT AT THE STREET.
4" PERFORATED
III -I III -III -III -III-I I -III
-III
-III
-III
-I
12" UNOERDRAIN PIPE
BACKFILLED WITH
2.
ALL LOTS SHALL HAVE 25' FRONT &REAR SETBACK & A 5.0' BUILDING SETBACK &
COMPACTED
SUBGRAOE
6" COVER AND 12' WIDTH
DRAINAGE AND UTILITY EASEMENT ALONG ALL SIDES OF THE LOT UNLESS NOTED OTHERWISE.
AT 95% MODIFY PROCTOR DENSITY. OF GRANULAR MATERIAL
ROADWAY TYPICAL SECTION
B(ORAINS INTO JUNCTIONOX OR CURB INLET)
3.
ALL LOTS ARE INTENDED TO BE SOLD AS SINGLE FAMILY HOUSING.
PAVING NOTES NOT TO SCALE
4.
WATER WILL BE SUPPLIED �Y CENTRAL ARKANSAS WATER.
S.IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS. OR CURB AND
GUTTER,
5.
WASTEWATER DISPOSAL WILL.BE BY THE LITTLE ROCK WASTEWATER UTILITY.
SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 94 OF MAXIMUM DENSITY
OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-1BO) •
6.
OPEN SPACE TRACTS WILL BE DEDICATED AND MAINTAINED BY THE CONSERVANCY.
2. CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY
OF
100% MAXIMUM (AASHTO T-01).
7.
THERE SHALL BE NO PARKING ALLOWED ON THE SOUTH & WEST SIDE OF THE STREET.
3. CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME
STREETS -0 MAINTAIN 2% MINIMUM CROSS -SLOPE.
8,
PROPERTY IS NOT WITHIN THE CITY LIMITS OF LITTLE ROCK, HOWEVER BORDERS THE
CITY ON THE NORTH AND EAST.
4. GEOTECHN_CAL REPORT BY ANDERSON ENGINEERING.
5. CURBS AT THE INTERSECTION OF BEAU RIVAGE DRIVE AND BEAU RIVAGE
COVE AREA SUPERELEVATED TO MAINTAIN DRAINAGE IN GUTTER TO
PREVENT RUNOFF FROM CROSSING BEAU RIVAGE DRIVE.
RECF;IVFy I
OCT 15 2014
BY:------- .-
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Hollaway
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Engineering, ',
FLOOD STATEMENT:
z
1Vrvep
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP
NO. 0501-19 0381 11, DATED OCTOBER 19. 2001, INDICATES THAT
-
•, No. I . ,>
THE PROPERTY SHOWN HEREON LIES WITHIN ZONE X
'
AND 15 NOT WITHIN A SPECIAL FLOOD HAZARD AREA,
�'•RKA�•;
SURVEY CODE:
500-0 I N-13W-0-O6-210-60-0083
500-01N-13W-0-06-240-60-0083