HomeMy WebLinkAbout6-9-21 Vince Floriani-Carter Lane Estates Prelim Drainage AnalysisCURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
LENGTH
39.66'
33.40'
28.13'
42.11'
51.13'
51.15'
42.11'
27.91'
33.16'
38.88'
RADIUS
25.00'
59.60'
60.50'
60.50'
60.50'
60.50'
60.50'
60.50'
59.86'
25.00'
DELTA
90°54'10"
32°06'39"
26°38'15"
39°52'34"
48°25'34"
48°26'26"
39°52'43"
26°26'09"
31°44'34"
89°05'50"
CHORD DIRECTION
S44°00'45"E
N78°38'43"E
N78°54'25"E
S67°50'11"E
S23°41'07"E
S24°44'53"W
S68°54'28"W
N77°56'07"W
N77°39'25"W
S45°59'15"W
CHORD LENGTH
35.63'
32.97'
27.87'
41.26'
49.63'
49.64'
41.26'
27.67'
32.74'
35.08'
LINE TABLE
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
Length
50.01
105.34
121.70
31.43
28.60
28.60
32.96
25.06
28.57
56.60
50.79
47.89
85.25
43.81
53.42
8.18
Direction
N33°19'35"E
N20°23'19"E
N20°23'19"E
N33°19'35"E
N66°45'16"E
N66°45'16"E
N65°51'00"W
N65°51'00"W
N33°19'35"E
N26°16'13"E
N43°36'18"E
N48°59'18"E
N48°59'18"E
N43°36'18"E
N26°16'13"E
N33°19'35"E
S89°06'41"E 640.19'S01°56'20"W 336.10'N89°06'22"W 637.26'
N01°26'21"E 336.00'
TRACT C
2128.73 SQ FT
0.049 AC
LOT 4
9905.56 SQ FT
0.227 AC
LOT 11
7004.27 SQ FT
0.161 AC
LOT 12
9083.35 SQ FT
0.209 AC
LOT 5
12438.01 SQ FT
0.286 AC
LOT 13
9424.91 SQ FT
0.216 AC
LOT 6
8331.81 SQ FT
0.191 AC
LOT 14
12103.98 SQ FT
0.278 AC
LOT 7
10259.91 SQ FT
0.236 ACLOT 1
10398.53 SQ FT
0.239 AC
LOT 8
14278.74 SQ FT
0.328 AC
LOT 15
12079.31 SQ FT
0.277 AC
LOT 2
9250.92 SQ FT
0.212 AC
LOT 9
14026.25 SQ FT
0.322 AC
LOT 3
9224.89 SQ FT
0.212 AC
LOT 10
10938.99 SQ FT
0.251 AC
LOT 16
10566.91 SQ FT
0.243 AC TRACT A5398.40 SQ FT0.124 ACTRACT B6553.97 SQ FT0.150 AC
C
1
48.75 65.00 65.00 35.18 79.96
C2
L5
L6
C3 C4
C5C6C7C8
L7
L8
C99.5065.0037.2541.63133.5549.75
C10
N01°11'00"E 143.47'L13L14L15L16L12L11L10L9N00°31'18"E 144.80'N00°31'18"E 145.20'N00°18'35"E 128.87'S02°18'30"E 110.66'S
3
9
°
5
7
'
3
0
"
E
1
6
6
.
5
0
'
S89°28'18"E 106.88'N42°13'55"E 159.26'N03°22'50"E 104.69'S15°16'44"E 127.10'L3L4L1L2N01°11'00"E 141.72'N01°11'00"E 142.12'N01°11'00"E 142.52'117.5973.50 65.00 65.00 96.44 45.40 93.3137.13 139.10 25.32
164.05172.0514.90140.9962.2964.9865.00147.8752.4013.8375.00118.4041.63
350
345
340
335
330
355
350340340344335
FH10" SEWER LINE8" WATER LINE3" WATER LINE3
4
2
3
4
1
34
0
33
9
33
8
33
7
33
6
335
N: 167633.30
E: 1176738.37
N: 167623.37
E: 1177378.49
N: 167287.46
E: 1177367.12N: 167297.40
E: 1176729.94
SHEET NUMBER:
DATE:
JOB NO.:
DRAWN BY:REV.DATEDESCRIPTIONBYHolloway Engineering,
Surveying & Civil Design
200 Casey Drive
Maumelle, AR 72113
(501) 851-3366
www.holloway-eng.com
6/9/21
S
W E
GRAPHIC SCALE 1"=40'
40 0 40 80
L:\2021\2021-065 Carter Lane Estates for Lee Maris and Casey Ingram\Drawings\Reference\2021-065 Carter Lane Base.dwg
2021-065
KMD
LEGEND
BOUNDARY FINAL
BOUND. ADJOINERS
EASEMENT
FOUND MONUMENT
(AS NOTED)
SET MONUMENT
(AS NOTED)
CALCULATED POINT
VICINITY MAP
PRELIMINARY PLATCARTER LANE ESTATESLITTLE ROCK, PULASKI COUNTY ,AROVERALL TRACT DESCRIPTION:
Part of the NW1/4, SE1/4 of Section 24, Township 2 North Range 14 West, more
particularly described as beginning at the SE corner of the said NW1/4, SE 1/4; thence
N89 degrees 28 minutes 00 Seconds West 639 feet; thence North 1 degrees 11 minutes
00 seconds East 336.00 feet; thence South 89 degrees 28 minutes 05 Seconds East
639.79 feet; thence South 01 degree 19 minutes 07 Seconds West 336.02 feet to the
point of beginning, being tract 21 of Subdivision of E1/4 SE 1/4, NW1/4; SW1/4 NE 1/4
and NW1/4 SE1/4 of Section 24 Township 2 North Range 14 West, according to the
Survey of G. A. Denham, Registered Engineer, containing 4.932 acres, more or less.
FLOOD STATEMENT:
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP
NO. 05119C0312G, DATED JULY 6, 2015 INDICATES THAT ALL OF THE PROPERTY SHOWN
HEREON LIES WITHIN ZONE X AN D I S NO T WI TH IN A SPEC IA L FLOO D H AZARD A REA.
PROJECT
LOCATION
OWNER / DEVELOPER
Lee Maris
504 Valley Club Circle
Little Rock, AR 72212
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
PROPOSED EXISTINGDESCRIPTION
SANITARY SEWER LINE
FIBER OPTIC LINE
OVERHEAD ELECTRIC LINE
GAS LINE
WATER LINE
UNDERGROUND PHONE LINE
UNDERGROUND ELECTRIC LINE
STORM DRAINAGE PIPE
GUY ANCHOR
FIRE HYDRANT
WATER VALVE
WATER METER
UTILITY POLE
LIGHT POLE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN-OUT
TELEPHONE PEDESTAL/RISER
SIGN
ELECTRICAL BOX
AIR RELEASE VALVE
DITCH FLOW LINE
GAS REGULATOR
GAS METER
CONTROL POINT
CURB INLET/JUNCTION BOX
OR
CATV CABLE LINE
FENCE
X-X DRAINAGE STRUCTURE - NO.
LEGEND
FH
CO
S
FH
CO
S
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 AS SHOWN ON THE UNKNOWN TRIBUTARY OF THE LITTLE MAUMELLE
RIVER.
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
4.932 ACRES
PLANNED RESIDENTIAL
0.157 AC
LENGTH OF NEW ROADS 632 LF
# OF LOTS (RESIDENTIAL)16 LOTS
LOTS PER GROSS ACRE 3.64 LOTS/ACRE
COMMON OPEN SPACE 0.322 ACRES (7%)
AVERAGE LOT SIZE 0.245 SF
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 Lee Maris
504 Valley Club Circle
Little Rock, AR 72212
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
UNDER CONTRACT
TBD
TBD
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, J. ERIC HOLLOWAY, 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 J. ERIC HOLLOWAY
PROFESSIONAL ENGINEER,
AR NO. 18898
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, J. ERIC HOLLOWAY, 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 J. ERIC HOLLOWAY
PROFESSIONAL SURVEYOR NO. 1808, AR
PW-22
50' ROW
6" CROWN
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 *
18" ATV
15'10'26' B-BCARTER LANE COVE
(50' RIGHT-OF-WAY)
CARTER LANE LLP
PARCEL ID: 53L0240008804
ZONED: R2
HELBIG PHILIP P/DEBRA DPARCEL ID: 53L0240900100ZONED: R2TARVIN MAURINEPARCEL ID: 53L0240900200ZONED: R2MADDISON VALLEY
SUBDIVISION
BOOK: 2016, PG: 051832
ZONED: R2
DELTIC REAL ESTATE LLC
PARCEL ID: 53L0240008800
ZONED: R2
CONSTRUCT
5' SIDEWALK
10' DRAINAGE &
UTILITY EASEMENT
15' BUILDING
SETBACK
15' DRAINAGE
EASEMENT
15'
25' DETENTION
EASEMENT 25'CONSTRUCT
SLOTTED WEIR
UNKNOWN TRIBUTARY OF
THE LITTLE MAUMELLE RIVER
(5' TALL TRAPEZOIDAL DITCH WITH A
15' BOTTOM AND 2 FOOT TO 1 FOOT
SIDE ARMORED SIDE SLOPES)
20'
20' DRAINAGE EASEMENT
PER CLR REQUEST
CONSTRUCT 4' CURB INLET W/(2) 3'
ESTENSIONS PER CLR STANDARD DETAILS
SHELBY CALVIN C
4123 CARTER LN
LITTLE ROCK, AR 72223
PARCEL #53L0240703500
USPS CLUSTER BOX
5' SIDEWALK
WESTROCK CO. INC.
4109 CARTER LANE
LITTLE ROCK, AR 72223
BOOK 86, PAGE 54508
EXISTING
LOT LINE
A=2.6 AC
A=310.928 AC
A=318.46 AC
(2) 4'TX8'W RCBC
100 YEAR BASE
FLOOD ELEVATION
CONSTRUCT
ONE HALF STREET
IMPROVEMENTS
ALONG EAST LINE
OF CARTER LANE CARTER LANE(50' RIGHT-OF-WAY)