HomeMy WebLinkAboutsienna lake submittal packageΔΔ
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20' DRAINAGE &
UTILITY EASEMENT
CONSTRUCT 5'
WIDE SIDEWALK
CONSTRUCT 5'
WIDE SIDEWALK
CONSTRUCT 5'
WIDE SIDEWALK
15' BUILDING
SETBACK
15' BUILDING
SETBACK
15' BUILDING
SETBACK
5' BUILDING SETBACK
5' BUILDING SETBACK
5' BUILDING SETBACK
5' BUILDING SETBACK
N90°00'
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2'
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P.O.B.
P.O.C.
SW CORNER SE1
4 SEC. 29
T-1-N, R-13-W
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, ARKANSASGRAPHIC SCALE 1"=20'
C0.02
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 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 944.72 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 S 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 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° 32'16” W, A DISTANCE OF 115.03 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 IT HIN Z ONE X AND IS NOT WITHI N A SPECIAL FL OOD HAZ ARD AR EA .
OWNER / DEVELOPER
SIENNE 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 15.0'. ALL REAR YARD SETBACKS ARE 15'0".
ALL SIDE YARD SETBACKS ARE 5'0".
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. 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
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
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
PW-22
50' ROW
26' B-B
3:1
M
a
x
.
3:1 M
a
x.
3" ASPHALT WEARING SURFACE
CONSTRUCTED SUBGRADE
AT 95% MODIFY PROCTOR DENSITY.
CLASS 3 OR 4
CURB & GUTTER
SOLID
SODDING
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.3"7"EXISTING STREET
VERTICAL SAW
CUT 1' MIN FROM
EXISTING EDGE.
STREET WIDENING
WIDENING EXISTING *
VICINITY MAP
#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 PRELIMINARY PLATPROJECT
LOCATION
SIENN
A L
A
K
E
D
RI
V
E
SIE
N
N
A
L
A
K
E
L
A
N
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WINGFIELD COVE
35
5 355355
3
6
0 36036
0
365 365365
355 355 35535535
5
345
350355
345
350
355Δ
Δ
Δ
Δ
Δ
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N90°00'00"E - 358.88' (M)N0
0
°
0
0
'
0
0
"
E
-
2
,
6
0
1
.
0
4
'
(
M
)
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, ARKANSASGRAPHIC SCALE 1"=20'
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 2,601.04 FEET TO A POINT; THENCE N 90°00'00” E, A
DISTANCE OF 358.88 FEET TO THE POINT OF BEGINNING; THENCE N 46°48'44” E, A DISTANCE
OF 175.72 FEET TO A POINT; THENCE N 38°45'38” W, A DISTANCE OF 44.32 FEET TO A POINT; THENCE
N 50°21'15” E, A DISTANCE OF 185.86 FEET TO A POINT; THENCE N 39°38'45” W, A DISTANCE
OF 54.12 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 38°39'45” E, A DISTANCE
OF 114.87 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
SIENNE 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 15.0'. ALL REAR YARD SETBACKS ARE 15'0".
ALL SIDE YARD SETBACKS ARE 5'0".
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. 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
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
PW-22
50' ROW
26' B-B
3:1
M
a
x
.
3:1 M
a
x.
3" ASPHALT WEARING SURFACE
CONSTRUCTED SUBGRADE
AT 95% MODIFY PROCTOR DENSITY.
CLASS 3 OR 4
CURB & GUTTER
SOLID
SODDING
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.3"7"EXISTING STREET
VERTICAL SAW
CUT 1' MIN FROM
EXISTING EDGE.
STREET WIDENING
WIDENING EXISTING *
5' BUILDING SETBACK
5' BUILDING SETBACK
15' BUILDING
SETBACK
15' BUILDING
SETBACK
20' DRAINAGE &
UTILITY EASEMENT
20' DRAINAGE &
UTILITY EASEMENT
50' ROW
EASEMENT
CONSTRUCT 5'
WIDE SIDEWALK
VICINITY MAP
P.O.C.
SW CORNER SE1
4 SEC.29
T-1-N,R-13-W
#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
P.O.B.PRELIMINARY PLATWEST LAKE LANE SIENN
A L
A
K
E
D
RI
V
E
PROJECT
LOCATION