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CH=S00°58'48'E - 157,52' (M)Ilk
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CH=N73°50'50'W - 25,14' (M)
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L=157.19' (M), R=355,83' (M), 0=25,31° (M) / 1 a� 158� �� o -5'y ��syss, \� R=sSo.a ss
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L=1,025,96' (M), R=425,00' (M), A=138,31° (M)
CH=N25°46'24'E - 794.38' (M)
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SETBACK - -1 L -
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 SIENNA LAKE PARTNERS LLC
7000 CRYSTAL LAKE ROAD, STE 1
N. LITTLE ROCK, AR 72118
SOURCE OF TITLE. D.R.
PAGE
INSTRUMENT NO. 2021090803
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL
HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED
UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS,
DATE
PLANNING DIRECTOR
CITY OF LITTLE ROCK
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, JESS GRIFFIN, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A
PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
9/12/22
DATE ESS GRIFFIN
PROFESSIONAL ENGINEER,
AR NO. 17170
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, ZANE ROBBINS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A
BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING
REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF LITTLE ROCK
SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND
FILED FOR RECORD AS REQUIRED.
9/IZ%L2 �/YL12 l�iE��
DATE NEE ROBBINS
-PROFESSIONAL LAND SURVEYOR
AR NO. 1853
GENERAL NOTES
9 VA
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T C
I
S22°55'27"W
CONSTRUCT 5'
WIDE SIDEWALK
ISBUILDING SETBACK
L=110,14' (M), R=200,00' (M), A=31,55° (M)
CH=S07*03'40'W - 108,76' (M)
f
042'57'E - 76,87' (M)
FLOOD STATEMENT:
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP
NO. 05119CO433G, DATED JULY 6, 2015 INDICATES THAT ALL OF THE PROPERTY SHOWN
HEREON LIES WITHIN ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA.
1. ALL FRONT BUILDING SETBACKS ARE 15.0'. ALL REAR YARD SETBACKS ARE 1510".
ALL SIDE YARD SETBACKS ARE 50".
2. PROPERTY IS ZONED'R2'. AND WILL BE USED FOR RESIDENTIAL HOUSING.
3. THE ACCESS EASEMENTS, LAKES, WALKING PATHS AND ALL OPEN SPACE TRACTS
SHALL BE OWNED AND MAINTAINED BY THE CITY OF LITTLE ROCK.
4. ALL LOTS ARE INTENDED TO BE SOLD AS SINGLE FAMILY HOUSING.
5. RESIDENTIAL FLOOR ELEVATIONS MUST BE 1'0" ABOVE THE 100 YEAR FLOOD
ELEVATION OF 261.0 AND AT LEAST V-0" ABOVE FINISHED GRADE.
6. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER.
7. WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAMATION
AUTHORITY.
84 A SOILS ANALYSIS TO DETERMINE FINAL ROADWAY PAVEMENT SECTION SHALL BE
PERFORMED PRIOR TO APPROVAL OF CONSTRUCTION DOCUMENTS.
9. TRACT A & TRACT B DRAINAGE CHANNEL TO BE PRIVATE MAINTENANCE.
10. CONTRACTOR TO REPAIR OR REPLACE ANY CURB, GUTTER, SIDEWALK AND
ACCESS RAMPS THAT ARE DAMAGED AND NOT IN COMPLIANCE WITH ADA
RECOMMENDATIONS IN THE PUBLIC RIGHT-OF-WAY PRIOR TO OCCUPANCY.
TOTAL PARCEL SIZE
21.33 ACRES
PROPOSED USAGE
PLANNED RESIDENTIAL
COMMON OPEN SPACE
0.322 ACRES T %)
LENGTH OF NEW ROADS
2,804 LF
MINIMUM LOT SIZE
0.153 AC
# OF LOTS (RESIDENTIALI
51 LOTS
LOTS PER GROSS ACRE
2.39 LOTS/ACRE
AVERAGE LOT SIZE
0.355 AC
LEGEND
BOUNDARY FINAL
-------
BOUND. ADJOINERS
- - - - - - -
- - EASEMENT
O
FOUND MONUMENT
(AS NOTED)
SET MONUMENT
(AS NOTED)
CALCULATED POINT
S63°40'330E - 148,69' (M)
S26 °19'27'W - 109,93' (M)
L=23.13' (M), R=660,00' (M), 0=2.01° (M)
CH=S63°17'58'E - 23.13' (M)
o
S27 42 16x W - 60,00 (M)
L=82,27 (M) R=600,00 (M) 6=7,86 (M)
CH=S58°22'02'E - 82.21' (M)
54 26'21'E - 70.45' (M)
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UTILITY PROVIDERS
NATURAL GAS
CenterPoint Energy, 401 W Capitol Ave, Little
Rock AR 72201 Phone: (800) 922-7552
WATER
Central Arkansas Water, 221 E Capitol Ave, Little
Rock, AR 72203 Phone: (501) 372-5161
SEWER
Little Rock Water Reclamation Authority,
11 Clearwater Dr, Little Rock, AR 72204
Phone: (501) 688-1409
ELECTRIC
Eneergy Arkansas, 425 W Capitol Ave,
Little Rock, AR 72201 Phone: (800) 368-3749
OWNER / DEVELOPER
SIENNE LAKE PARTNERS LLC
7000 CRYSTAL LAKE ROAD, STE 1
N. LITTLE ROCK, AR 72118
CERTIFICATE OF RECORDING
SIGNED
TERRI HOLLONGSWORTH
PU LAS KI COUNTY CIRCUIT CLERK
p�
PROJECT
,y h# LOCATION
i 1 f , JESS GRIFFIN, IDE
5 KINGSTON DRIVE
' LITTLE ROCK, AR 72227
TEL (501) 690-3456
_ 1. • JGGRIFFINPE@GMAILCOM
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VICINITY MAP
OVERALL TRACT DESCRIPTION:
A PARCEL OF LAND LYING IN THE NW X OF THE SE Y AND IN THE NE Y OF THE SE % OF SECTION 29,
TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT A 1" PIPE, AT THE SOUTHWEST CORNER OF THE SOUTHEAST''/" OF SAID
SECTION 29; THENCE N 00°00'OOE, A DISTANCE OF 944.72 FEET TO A POINT; THENCE N 90°00'00 E, A
DISTANCE OF 1,038.36 FEET TO THE POINT OF BEGINNING; THENCE N 17°27'44" E, A DISTANCE
OF 200.00 FEET TO A POINT; THENCE N 02°05'06" W, A DISTANCE OF 150.40 FEET TO A POINT; THENCE
N 42°58'24" E, A DISTANCE OF 9.16 FEET TO A POINT; THENCE 5 72°32'16" E, A DISTANCE
OF 121.63 FEET TO A POINT; THENCE N 37°41'03" W, A DISTANCE OF 125.19 FEET TO A POINT; THENCE
ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 425.00 FEET AND LENGTH
OF 1,025,96 FEET, CHORD BEARING OF N 25°46'24" E AND A DISTANCE OF 794.38 FEET TO A
POINT; THENCE S 79°00'08" E, A DISTANCE OF 141.40 FEET; THENCE S 71°50'58" E, A DISTANCE
OF 75.33 FEET TO A POINT; THENCE N 11'55'47" E, A DISTANCE OF 169.25 FEET TO A POINT; THENCE
N 21°43'08" E, A DISTANCE OF 60.00 FEET TO A POINT; THENCE S 68°16'52" E, A DISTANCE
OF 8.50 FEET TO A POINT; THENCE N 21'43'08" E, A DISTANCE OF 100.36 FEET TO A POINT; THENCE
N 00°46'17" E, A DISTANCE OF 20.95 FEET TO A POINT; THENCE S 63°40'33" E, A DISTANCE
OF 148.69 FEET TO A POINT; THENCE S 26°19'27" W, A DISTANCE OF 109.93 FEET TO A POINT; THENCE
ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 660.00 FEET AND LENGTH OF 23.13 FEET, CHORD
BEARING OF 5 63°17'58" E AND DISTANCE OF 23.13 FEET TO A POINT; THENCE S 27°42'16" W, A
DISTANCE OF 60.00 FEET TO A POINT; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS
OF 600.00 FEET AND LENGTH OF 82.27 FEET, CHORD BEARING OF S 58°22'02" E AND DISTANCE
0 A OF 82.21 FEET T O • THENCE S 54°26'21" E A DISTANCE OF 70.45 FEET TO A POINT; THENCE
POINT; HEN
S 2VS5'27" W, A DISTANCE OF 367.19 FEET TO A POINT; THENCE ALONG A CURVE TO THE LEFT WITH A
RADIUS OF 200.00 FEET AND LENGTH OF 110.14 FEETTO A POINT, CHORD BEARING OF S 07°03'40" W
AND DISTANCE OF 108.76 FEET TO A POINT; THENCE S 08°42'57" E, A DISTANCE OF 76.87 FEET TO A
POINT; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 550.00 FEET AND LENGTH
i OF 1,030.51 FEET, CHORD BEARING OF S 44°57'37" W AND DISTANCE OF 886.25 FEET TO A
POINT; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 355.83 FEET AND LENGTH
OF 157.19 FEET, CHORD BEARING OF N 04°48'24" WAND DISTANCE OF 155.92 FEET TO A
POINT; THENCE N 73°27'20" W, A DISTANCE OF 50.01 FEET TO A POINT; THENCE ALONG A CURVE TO
THE LEFT WITH A RADIUS OF 247.55 FEET AND LENGTH OF 160.30 FEET, CHORD BEARING OF
S 00°58'48" E AND DISTANCE OF 157.52 FEET TO A POINT; THENCE ALONG A CURVE TO THE RIGHT
WITH A RADIUS OF 550.00 FEET AND LENGTH OF 25.14 FEET, CHORD BEARING OF N 73°50'50" W AND
DISTANCE OF 25.14 FEET TO A POINT; THENCE N 72° 32'16" W, A DISTANCE OF 115.03 FEET TO THE
POINT OF BEGINNING.
PW-22
SOLID 26' g_g
SODDING
i 3" ASPHALT WEARING SURFACE
A
CONSTRUCTEDSUBGRADE
AT 95% MODIFY PROCTOR DENSITY.
GENERAL PAVING NOTES
1. IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB
AND GUTTER, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% P
OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-180.
2. FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS,
SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 907. MAXIMUM. (AASHTO T-180).
3. CRUSHED STONE -MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A
DENSITY OF 1007. MAXIMUM (AASHTO T-191).
4. CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME
STREETS TO MAINTAIN 27. CROSS -SLOPE.
THICKNESS SHALL BE DETERMINED BY SOIL -EST AND PAVEMENT DESIGN a
IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS. 20-0' PAVEMENT FOR
MINOR RESIDENTIAL WHERE APPROVED BY CITY.
*NOTE: PAVEMENT RECONSTRUCTION TO CENTERLINE IS REQUIRED
WHEN EXISTING STREET DOES NOT MEET THESE STANDARDS
CLASS 3 OR 4
CURB & GUTTER
STREET WIDENING
WIDENING EXISTING `
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BOBBINS
PROFESSIONAL
LAND SERVICES
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EGI TERED
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No.17170
5/12-/22
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GRAPHIC SCALE 1 -20 0 80 160
JOB N04:2021 -001
DATE: 9/12/22
DRAWN BY:JGG
SHEET NUMBER:
C00021