HomeMy WebLinkAboutS-1424-M - Preliminary Plat - REVISED 102622P.O
.C
.SW CORNER
SE14 SEC
.
29T-1
-N
,
R-13-WN: 128
,634
.01E:
1
,185
,295
.35P.O
.B
.
N71°46'05"W - 265.57' (M)S86°41'11
"W
-
119
.39
'
(M
)
S6
1
°
0
3
'
2
5
"
W
-
2
4
0
.
0
1
'
(
M
)
S44°
0
1
'
3
3
"
W
-
2
6
5
.
7
2
'
(
M
)
S22°00'52"W - 59.83' (M)S23°41'42"E - 486.40' (M)S73°55'28"W - 8.50' (M)
S02°17'
5
1
"
E -
1
5
0.
4
2'
(
M)
S17°31'05"W - 200.00' (M)S72°50'49"E - 116.44' (M)L=25.14' (M), R=550.00' (M), 2.62° (M)
CH=S73°50'50"E - 25.14' (M)
L=160.30' (M), R=247.55' (M), 37.10° (M)
CH=N00°58'48"W - 157.52' (M)S73°27'20"E - 50.01' (M)L=157.19' (M), R=355.83' (M), 25.31° (M)
CH=S04°48'24"E - 155.92' (M)
L=1,030.51' (M), R=550.00' (M), 107.35° (M)
CH=N44°57'37"E - 886.25' (M)
N08°42'57"W - 76.87' (M)
L=110.14' (M), R=200.00' (M), 31.55° (M)
CH=N07°03'40"E - 108.76' (M)
N22°55'27"E - 367.19' (M)
N54°26'21"W - 70.45' (M)
L=82.27' (M), R=600.00' (M), 7.86° (M)
CH=N58°22'02"W - 82.21' (M)
N27°42'16"E - 60.00' (M)
L=23.13' (M), R=660.00' (M), 2.01° (M)
CH=N63°17'58"W - 23.13' (M)
N26°19'27"E - 109.
9
3
'
(
M
)N63°40'33"W - 148.69' (M)S00°46'17"W - 20.95' (M)
S21°43'08"W - 100.36' (M)
N68°16'52"W - 8.50' (M)
S23°46'14"W - 61.10' (M)
S11°50'48"W - 169.22' (M)RR SPIKENE CORNER
NE14 SEC
.
29T-1
-N
,
R
-13-WN:
133
,775
.06E: 1
,188
,079
.52SIENNA LAKE
BLOCK
1INSTRUMENT NO
.
2007020686ZONED R
-2SIENNA
LAKE
BLOCK
7INSTRUMENT NO
.
2017046983ZONED R-2SIENNA LAKE
BLOCK
7INSTRUMENT NO
.
2017046983ZONED R-2OWNER:
S
IENNA
LAKE
PARTNERS
LLCINSTRUMENT NO
.
2007020686ZONED R
-2
35
0
355
360
365
370375380385390395400345345
350350355355360360365365
370 370375
380
3853903954004054104154
2
0
425
370375380385390395340340345345350350355355360360365365370370375380385385
38539
0
390
390395395
395
400
405
410
415
420
425
4
3
0
435
350355360365370375380385390395400405410415420425430
435
CONSTRUCT 5'
WIDE SIDEWALK
CONSTRUCT 5'
WIDE SIDEWALK
CONSTRUCT 5'
WIDE SIDEWALK
JESS GRIFFIN, PE
5 KINGSTON DRIVE
LITTLE ROCK, AR 72227
TEL (501) 690-3456
JGGRIFFINPE@GMAIL.COM
SIENNA LAKE SUBDIVIONPHASE ISIENNA LAKE PARTNERS, LLCCITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSASiiffrGG.ESS
E No.17170J nivGRAPHIC SCALE 1"=80'
C0.02
OVERALL TRACT DESCRIPTION:
A PARCEL OF LAND LYING IN THE NW ¼ OF THE SE ¼ AND IN THE NE ¼ OF THE SE ¼ 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 ¼ OF SAID
SECTION 29; THENCE N 00°00'00E, A DISTANCE OF 944.55 FEET TO A POINT; THENCE N 90°00'00 E, A
DISTANCE OF 1,036.83 FEET TO THE POINT OF BEGINNING; THENCE N 17°31'05” E, A DISTANCE
OF 200.00 FEET TO A POINT; THENCE N 02°17'51” W, A DISTANCE OF 150.42 FEET TO A POINT; THENCE
N 73°55'28” E, A DISTANCE OF 8.50 FEET TO A POINT; THENCE N 23°41'42” W, A DISTANCE
OF 486.40 FEET TO A POINT; THENCE N 22°00'52” E, A DISTANCE OF 59.83 FEET TO A POINT; THENCE
N 44°01'33” E, A DISTANCE OF 265.72 FEET TO A POINT; THENCE N 61°03'25” E, A DISTANCE
OF 240.01 FEET TO A POINT; THENCE N 86°41'11” E, A DISTANCE OF 119.39 FEET TO A POINT; THENCE
S 71°46'05” E, A DISTANCE OF 265.57 FEET TO A POINT; THENCE N 11°50'48” E, A DISTANCE
OF 169.22 FEET TO A POINT; THENCE N 23°46'14” E, A DISTANCE OF 61.10 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 S 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 OF 82.21 FEET TO A POINT; THENCE S 54°26'21” E, A DISTANCE
OF 70.45 FEET TO A POINT; THENCE S 22°55'27” 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 FEET TO 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 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” W AND 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° 50'49” W, A DISTANCE
OF 116.44 FEET TO THE POINT OF BEGINNING.
FLOOD STATEMENT:
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP
NO. 05119C0433G, 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.
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
Entergy Arkansas, 425 W Capitol Ave,
Little Rock, AR 72201 Phone: (800) 368-3749
TOTAL PARCEL SIZE
PROPOSED USAGE
MINIMUM LOT SIZE
21.33 ACRES
PLANNED RESIDENTIAL
0.153 AC
LENGTH OF NEW ROADS 2,804 LF
# OF LOTS (RESIDENTIAL)51 LOTS
LOTS PER GROSS ACRE 2.39 LOTS/ACRE
COMMON OPEN SPACE 0.322 ACRES (1%)
AVERAGE LOT SIZE 0.355 AC
CERTIFICATE OF RECORDING
SIGNED ____________________________
TERRI HOLLONGSWORTH
PULASKI COUNTY CIRCUIT CLERK
2021090803 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%
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 90% MAXIMUM. (AASHTO T-180).
3. CRUSHED STONE-MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A
DENSITY OF 100% MAXIMUM (AASHTO T-191).
4. CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME
STREETS TO MAINTAIN 2% CROSS-SLOPE.
THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN
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.
#4151
LAND SERVICES
PROFESSIONAL
ROBBINS
AR
KANSAS - S U R V EYORCERTIFICA T E OF AUTHORIZ
A
TI
ONPROFESS
I
O
NAL LA N D SURVEYORZA
NE R O B B INSSIGNATURE
NO. 1853
STATE OFARKANSAS
D
EREGISTER
WOODS
WOODS
WOODS
LEGEND
BOUNDARY FINAL
BOUND. ADJOINERS
EASEMENT
FOUND MONUMENT
(AS NOTED)
SET MONUMENT
(AS NOTED)
CALCULATED POINT
OWNER / DEVELOPER
SIENNA LAKE PARTNERS LLC
7000 CRYSTAL LAKE ROAD, STE 1
N. LITTLE ROCK, AR 72118GENERAL NOTES
1. ALL FRONT BUILDING SETBACKS ARE 25.0'. ALL REAR YARD SETBACKS ARE 25'0".
ALL SIDE YARD SETBACKS ARE 10% OF LOT WIDTH 8' MAX.
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 1'-0" ABOVE FINISHED GRADE.
6. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER.
7. WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAMATION
AUTHORITY.
8. A SOILS ANALYSIS TO DETERMINE FINAL ROADWAY PAVEMENT SECTION SHALL BE
PERFORMED PRIOR TO APPROVAL OF CONSTRUCTION DOCUMENTS.
9. ALL OPEN SPACE TRACTS MAY BE USED AS UTILITY AND/OR DRAINAGE
EASEMENT
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.
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. ________________________________
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.
__________ _________________________________
DATE JESS 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.
__________ _________________________________
DATE ZANE ROBBINS
PROFESSIONAL LAND SURVEYOR
AR NO. 1853 PRELIMINARY PLATSIENNA LAKE LANE
SI
E
N
N
A
L
A
K
E
D
R
I
V
E
SIENNA LAKE
SIENNA LAKE DRIVEWINGFIELD COVE
WINGFIELD COVESIENNA LAKE DRIVETRAFAL
G
AR
C
OVESIENNA
LAKE
LANEMARCHWOOD LANEDETENTION
POND
DETENTION
POND
EXTEND SOD TO LIMITS OF EXCAVATION
1'-0" MIN.
6" MIN.
*SWALE ONLY TO BE USED WHEN COLLECTING
A WATERSHED 5 ACRES OR LESS
SOD-LINED SWALE SECTION*
N.T.S.2:1 MAX.4:1 MAX.
4:1 MAX.
Q25= 71.7
Q100=111.5
Q25= 8.4
Q100=12.8
Q25= 8.4
Q100=12.8
VICINITY MAPVICINITY MAP 1"=2000'N
PROJECT
LOCATION
APPROVED BY PC - 11-10-22
N36°45'20"W - 231.8
1
'
(
M
)
N39°36'54"W -
1
5
5
.
6
9
'
(
M
)S50°23'06"W - 96.98' (M)L=236.99'(M),R=59.00'(M)
,Δ=2
3
0.14°(M)CH=S50°23'06"W-106
.
8
8'(
M)S50°23'06"W - 148.81' (M)S36°44'00"E - 362.16
'
(
M
)
S37°34'26"E - 22.0
6
'
(
M
)
L=140.93' (M), R=600.00' (M), 13.46° (M)
CH=S44°52'09"E - 140.61' (M)
S53°59'
1
8"
E -
5
0.
0
4' (
M)
L=44.71' (M), R=600.00' (M), 4.27° (M)
CH=S58°30'48"E - 44.70' (M)S60°38'53"
E -
23.73' (
M)
L=76.40' (M), R=200.00' (M), 21.89° (M)
CH=S49°42'15"E - 75.94' (M)
S37°39'18"E - 113
.
4
1
'
(
M
)N47°05'38"E - 175.68
' (M)
N39°31'53"W - 44.98' (M)N50°29'26"E - 185.86' (M)N36°54'09"W - 53.31' (M)
L=213.92' (M), R=560.00' (M), 21.89° (M)
CH=N49°42'15"W - 212.63' (M)
N60°38'5
3"
W - 2
3.
73' (
M)
L=99.77' (M), R=316.67' (M), 18.05° (M)
CH=N48°42'06"W - 99.36' (M)SIENNA LAKE BLOCK 2INSTRUMENT NO. 2009043670ZONED R-2SIENNA LAKE BLOCK 3INSTRUMENT NO. 2021089351ZONED R-2OWNER: SIENNA LAKE PARTNERS LLCINSTRUMENT NO. 2021089351ZONED R-2OWNER: SIENNA LAKE PARTNERS LLCINSTRUMENT NO. 20210893510+001+002+003+004+005+006+007+008+008+053
6
0 36036
0
365 365365
35535535
5345350
355345
350
355
345
345
350350
355355
360
360360360365
365365365 365365370
370370370
375
375375375380
3803803
8
0
385
385385
385
390390JESS GRIFFIN, PE
5 KINGSTON DRIVE
LITTLE ROCK, AR 72227
TEL (501) 690-3456
JGGRIFFINPE@GMAIL.COM
SIENNA LAKE SUBDIVIONPHASE ISIENNA LAKE PARTNERS, LLCCITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSASiiffrGG.ESS
E No.17170J nivGRAPHIC SCALE 1"=50'
C0.03
LEGEND
BOUNDARY FINAL
BOUND. ADJOINERS
EASEMENT
FOUND MONUMENT
(AS NOTED)
SET MONUMENT
(AS NOTED)
CALCULATED POINT
OVERALL TRACT DESCRIPTION:
A PARCEL OF LAND LYING IN THE SE ¼ OF THE NW ¼ AND IN THE SW ¼ OF THE NE ¼ 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 ¼ OF SAID SECTION 29;
THENCE N 00°00’00” E, A DISTANCE OF 2,600.95 FEET TO A POINT; THENCE N 90°00’00” E, A DISTANCE
OF 356.40 FEET TO THE POINT OF BEGINNING; THENCE N 47°05’38” E, A DISTANCE OF 175.68 FEET TO A
POINT; THENCE N 39°31’53” W, A DISTANCE OF 44.98 FEET TO A POINT; THENCE N 50°29’26” E, A
DISTANCE OF 185.86 FEET TO A POINT; THENCE N 36°54’09” W, A DISTANCE OF 53.31 FEET TO A POINT;
THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 560.00 FEET AND LENGTH OF 213.92 FEET,
CHORD BEARING OF N 49°42’15” W AND DISTANCE OF 212.63 TO A POINT; THENCE N 60°38’53” W, A
DISTANCE OF 23.73 FEET TO A POINT; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF
316.67 FEET AND LENGTH OF 99.77 FEET, CHORD BEARING OF N 48°42’06” W AND DISTANCE OF 99.36
FEET TO A POINT; THENCE N 36°45’20” W, A DISTANCE OF 231.81 FEET TO A POINT; THENCE N
39°36’54” W, A DISTANCE OF 155.69 FEET TO A POINT; THENCE S 50°23’06” W, A DISTANCE OF 96.98
FEET TO A POINT; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 59.00 FEET AND LENGTH OF
236.99 FEET, CHORD BEARING OF S 50°23’06” W AND DISTANCE OF 106.88 FEET TO A POINT; THENCE S
50°23’06” W, A DISTANCE OF 148.81 FEET TO A POINT; THENCE S 36°44’00” E, A DISTANCE OF 362.16
FEET; THENCE S 37°34’26” E, A DISTANCE OF 22.06 FEET TO A POINT; THENCE ALONG A CURVE TO THE
LEFT WITH A RADIUS OF 600.00 FEET AND LENGTH OF 140.93 FEET, CHORD BEARING OF S 44°52’09” E
AND DISTANCE OF 140.61 FEET TO A POINT; THENCE S 53°59’18” E, A DISTANCE OF 50.04 FEET; THENCE
ALONG A CURVE TO THE LEFT WITH A RADIUS OF 600.00 FEET AND LENGTH OF 44.71 FEET, CHORD
BEARING OF S 58°30’48” E AND DISTANCE OF 44.70 FEET TO A POINT; THENCE S 60°38’53” E, A
DISTANCE OF 23.73 TO A POINT; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 200.00
FEET AND LENGTH OF 76.40 FEET, CHORD BEARING OF S 49°42’15” E AND DISTANCE OF 75.94 FEET TO A
POINT; THENCE S 37°39’18” E, A DISTANCE OF 113.41 FEET TO THE POINT OF BEGINNING.
FLOOD STATEMENT:
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP
NO. 05119C0433G, DATED JULY 6, 2015 INDICATES THAT ALL OF THE PROPERTY SHOWN
HEREON L I ES W ITHIN Z ONE X AND IS NOT WITHI N A SPECIAL FL OOD HAZ ARD AR EA .
OWNER / DEVELOPER
SIENNA LAKE PARTNERS LLC
7000 CRYSTAL LAKE ROAD, STE 1
N. LITTLE ROCK, AR 72118
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
Entergy Arkansas, 425 W Capitol Ave,
Little Rock, AR 72201 Phone: (800) 368-3749
GENERAL NOTES
1. ALL FRONT BUILDING SETBACKS ARE 25.0'. ALL REAR YARD SETBACKS ARE 25'0".
ALL SIDE YARD SETBACKS ARE 10% OF LOT WIDTH (8' MAX).
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 1'-0" ABOVE FINISHED GRADE.
6. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER.
7. WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAMATION
AUTHORITY.
8. A SOILS ANALYSIS TO DETERMINE FINAL ROADWAY PAVEMENT SECTION SHALL BE
PERFORMED PRIOR TO APPROVAL OF CONSTRUCTION DOCUMENTS.
9. ALL OPEN SPACE TRACTS MAY BE USED AS UTILITY AND/OR DRAINAGE
EASEMENT
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
PROPOSED USAGE
MINIMUM LOT SIZE
6.82 ACRES
PLANNED RESIDENTIAL
0.229 AC
LENGTH OF NEW ROADS 805 LF
# OF LOTS (RESIDENTIAL)16 LOTS
LOTS PER GROSS ACRE 2.35 LOTS/ACRE
COMMON OPEN SPACE 0.345 ACRES (5%)
AVERAGE LOT SIZE 0.335 AC
CERTIFICATE OF RECORDING
SIGNED ____________________________
TERRI HOLLONGSWORTH
PULASKI COUNTY CIRCUIT CLERK
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. ________________________________
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
2021090803
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.
__________ _________________________________
DATE JESS 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.
__________ _________________________________
DATE ZANE ROBBINS
PROFESSIONAL LAND SURVEYOR
AR NO. 1853
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%
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 90% MAXIMUM. (AASHTO T-180).
3. CRUSHED STONE-MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A
DENSITY OF 100% MAXIMUM (AASHTO T-191).
4. CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME
STREETS TO MAINTAIN 2% CROSS-SLOPE.
THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN
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.
FUTURE
50' ROW
EASEMENT
CONSTRUCT 5'
WIDE SIDEWALK
#4151
LAND SERVICES
PROFESSIONAL
ROBBINS
AR
KANSAS - S U R V EYORCERTIFICA T E OF AUTHORIZ
A
T
I
ONPROFESS
I
O
NAL LA N D SURVEYORZA
NE R O B B INSSIGNATURE
NO. 1853
STATE OFARKANSAS
D
EREGISTER PRELIMINARY PLATWEST LAKE LANE
SIENNA LAKE / D
E
T
E
N
T
I
O
N
P
O
N
D
WOODS
WOODS
WEST LAKE LANE
EXTEND SOD TO LIMITS OF EXCAVATION
1'-0" MIN.
6" MIN.
*SWALE ONLY TO BE USED WHEN COLLECTING
A WATERSHED 5 ACRES OR LESS
SOD-LINED SWALE SECTION*
N.T.S.
2
:
1
M
A
X
.
4:1 MAX.
4:1 MAX.
Q25= 100.2
Q100= 153.1
Q25= 21.7
Q100= 31.1
Q25= 29.9
Q100= 44.8
Q25= 121.4
Q100= 184.7
VICINITY MAPVICINITY MAP 1"=2000'N
PROJECT
LOCATION