HomeMy WebLinkAboutZ-9878 Preliminary Plat - REVISED 111323POOL & SPA
2 COVERED
PICLEBALL
COURTS
DETENTION
DETENTION
VISITOR PARKING THIS SIDE ONLY 8" SDR-26 PVCSEWER MAIN8" SDR-26 PVC
SEWER MAIN TIE INTO EXISTMH -6H043EXIST. 8" SS MAINEXIST. 24" WATER MAINHALF-STREET IMPROVEMENT5' SIDEWALKPARCEL #44R-760003900
DICKSON BEVERLY
16 CRAPE MYRTLE PL
LITTLE ROCK, AR 72210-5673
ZONED R-2
PARCEL #44L0760003500
LITTLE ROCK V LANE LLC
67 HUNT ST STE 206
AGAWAM, MA 01001-1913
ZONED PD-R
PARCEL #44L0760003301
ROWAN DEVELOPMENT LLC
12206 W MARKHAM ST STE 110
LITTLE ROCK, AR 72211-2784
ZONED R-2 CUP
PARCEL #44L0760003700
VALERO ARKANSAS RETAIL LLC
PO BOX 690110
SAN ANTONIO, TX
ZONED C-1
KANIS ROADCL90' RIGHT OF WAYCRIMSON DR. (PRIVATE DR.)
26
0.145 AC
21
0.106 AC
23
0.140 AC
22
0.094 AC
19
0.096 AC
20
0.107 AC
18
0.133 AC
35
0.108 AC
36
0.108 AC
41
0.108 AC
42
0.108 AC
24
0.108 AC
29
0.108 AC
30
0.108 AC
40
0.096 AC
43
0.096 AC
28
0.096 AC
31
0.096 AC
34
0.096 AC
37
0.096 AC
13
0.096 AC
7
0.096 AC
12
0.108 AC
38
0.145 AC
17
0.143 AC
32
0.145 AC
6
0.121 AC
16
0.096 AC
11
0.108 AC
5
0.108 AC
10
0.096 AC
39
0.145 AC
15
0.108 AC
9
0.108 AC
44
0.145 AC
14
0.108 AC
33
0.145 AC
3
0.108 AC
27
0.145 AC
8
0.108 AC
45
1.399 AC
58.48'40.00'6.54'38.46'45.00'21.55'18.45'41.57'3.43'40.00'45.00'16.58'28.42'40.00'36.60'13.40'45.00'6.62'45.00'
A =1.3 5'
S 0 0 °5 6 '31"W
L c =1.3 5'
R =8 0 .0 0'
A=25.42'
S10°31'47"W
Lc=25.32'
R=80.00'100.58'54.47'40.00'10.55'34.45'25.55'20.54'19.46'25.54'35.04'105.02'105.02'105.02'105.02'105.02'105.02'105.02'60.00'40.00'45.00'105.02'105.02'105.02'105.02'105.02'105.02'105.02'
103.26'
11.09'
44.79'45.00'45.00'40.00'45.00'50.00'40.00'45.00'45.00'40.00'45.00'45.00'40.00'45.00'45.00'40.00'60.32'105.02'56.32'40.00'45.00'45.00'40.00'101.51'347.04'102.71'
102.22'58.80'104.31'
103.82'60.00'40.00'45.00'105.02'
105.02'
105.02'105.02'105.02'105.02'105.02'45.00'40.00'60.01'45.00'40.00'60.00'60.00'40.00'45.00'45.00'40.00'60.00'60.00'40.00'45.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'105.00'1
0.109 AC
2
0.108 AC
4
0.096 AC
25
0.096 AC
OVERALL PARCEL
6.353 AC
S87°50'00"E 285.13'S00°27'29"W 1065.75'N54°45'00"W 347.04'N00°27'29"E 876.23'S88°32'13"E 44.73'S00°27'29"W
45.00'
SE COR.
LOT 29, KANIS
RIDGE ESTATES,
RECORDS OF
PUL. CO., AR
INSTR.#2018037386 15'15' SETBACK
15' SETBACK
15' SETBACK
5'
5' SETBACK 5' SETBACK
20'15'
15' SETBACK
20' SETBACK
20' SETBACK 15' SETBACK
20'15'15'20'20'
20' SETBACK
15'15'
15' SETBACK 20' SETBACK
20'20'
20' SETBACK
20'
20' SETBACK
20'20'20'20'20' SETBACK
20' SETBACK
CITY OF LITTLE ROCK
PULASKI COUNTY
CITY OF LITTLE ROCKPULASKI COUNTYEMILIA LANE (PRIVATE DR)CRIMSON LANE (PRIVATE DR)JACKSON DRIVE (PRIVATE DR)ELLA LANE (PRIVATE DR)49249049
0490 485480475 470466 465460455450
4
3
6
4
3
6 437438440444445450450446
452
4
5
4455488485480475470470465
459
4
5
8460
FF EL. 486.25'
FF EL. 484.00'
FF EL. 482.00'
FF EL. 480.00'
FF EL. 472.00'
FF EL. 473.00'
FF EL. 471.50'FF EL. 462.75'FF EL. 461.25'FF EL. 454.25'
FF EL. 469.50'FF EL. 464.50'FF EL. 458.50'
FF EL. 452.25'
FF EL. 455.00'
443
45045
5
46
0
46
5
47
047
5
4
8
0485
487480475 470
465 460 455
445
FHCOCOCOCOCOCOCOCOCOCOCOCOCOCOCO0+00
0+34
-5.9%0
+
0
0
1
+
0
0
2
+
0
0
3
+
0
0
3+810+000+21481486 471463461455452459463464465469487 481
0+00
1+00
2+00
3+00
3+18
0+001+002+003+004+005+006+007+008+009+0010+0010+10DA = 2.9
A
C
Q 25 = 8.3 CFS
Q 100 - 11.3 CFS
DA = 4.2
A
C
Q 25 = 14.9 CFS
Q 100 - 20.4 CFS OUTFALL = 5.4 ACQ25 = 13.9 CFSQ100 = 19.1 CFSOUTFALL = 7.8 ACQ25 = 20.7 CFSQ100 = 28.4 CFS20'20'20'20'20'20'20'20'20'20'
ACCESS, UTILITY & DRAINAGE EASEMENT
ACCESS, UTILITY & DRAINAGE EASEMENT
DATE:
JOB NO.:
SHEET NUMBER:REV.DATEDESCRIPTIONBYHolloway Engineering,
Surveying & Civil Design
200 Casey Drive
Maumelle, AR 72113
(501) 851-3366
www.holloway-eng.com
11/13/23
L:\2023\2023-124 Kanis 6.5 Acre Tri-Plex Development for Scott Taylor\Drawings\Sheets\C1.00 PRELIMINARY PLAT SITE PLAN.dwgNOT FOR CONSTRUCTION2023-124 PRELIMINARY PLATC1.00
FLOOD STATEMENT:
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD
INSURANCE RATE MAP NO. 05119C0431G, DATED JULY 6, 2015,
INDICATES THAT NO PORTION OF THIS PROPRTY LIES WITHIN THE
AREAS OF 100 YEAR FLOODING.
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
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
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 PLUNKETT BARBARA
10800 CHESNUT DR
SHERWOOD, AR
SOURCE OF TITLE. D.R.________________________________
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
BOUNDARY FINAL
LEGEND
BOUNDARY ADJOINER
EASEMENT
BUILDING SETBACK
WATER LINE
SS SANITARY SEWER LINE
G GAS LINE
OVERHEAD ELECTRIC LINE
X FENCE
DITCH FLOW LINE
STORM DRAINAGE PIPE
FD MONUMENT (AS NOTED)
SET MONUMENT (AS NOTED)
CURB INLET/JUNCTION BOX
WATER VALVE
FIRE HYDRANTFH
AIR RELEASE VALVE
SANITARY SEWER MANHOLE
PROPOSED DESCRIPTION
EXISTING DESCRIPTION
W WATER LINE
SS SANITARY SEWER LINE
FH FIRE HYDRANT
GENERAL NOTES
1. BUILDING SETBACKS NOTED. ALL CONNECTED BUILDING ARE 0' SETBACK AT COMMON BUILDING LINE.
2. PROPERTY IS ZONED 'R2'. AND WILL BE USED FOR RESIDENTIAL HOUSING.
3. THE ACCESS EASEMENTS, WALKING PATHS AND ALL OPEN SPACE TRACTS SHALL BE OWNED AND MAINTAINED
BY THE POA.
4. ALL UNITS ARE INTENDED TO BE LEASED OR SOLD AS RESIDENTIAL HOUSING.
5. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER.
6. WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAMATION AUTHORITY.
7. A SOILS ANALYSIS TO DETERMINE FINAL ROADWAY PAVEMENT SECTION SHALL BE PERFORMED PRIOR TO
APPROVAL OF CONSTRUCTION DOCUMENTS.
8. THE DRAINAGE STORMWATER ROUTE(S) TO BE PRIVATE MAINTENANCE.
9. 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.
10. ALL INTERNAL LOT CORNER(S) TO BE ESTABLISHED W/ CAPPED 1/2" SET IRON PIN(S).
11. THERE WILL BE NO PHASING OF CIVIL INFRASTRUCTURE, UNITS WILL BE LEASED OR SOLD AS MARKET DEMANDS.
2% CROSS SLOPE
27' B-B
3" ASPHALT WEARING SURFACE
7" CLASS 7 BASE COURSE
AT 100% 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% 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.4"9"EXISTING STREET
VERTICAL SAW
CUT 1' MIN FROM
EXISTING EDGE.
STREET WIDENING
WIDENING EXISTING *
CONSTRUCTED SUBGRADE
AT 95% MODIFY PROCTOR DENSITY.
TOTAL PARCEL SIZE
PROPOSED USAGE
6.353 ACRES
PLANNED RESIDENTIAL
LENGTH OF NEW ROADS 1468 LF
PARKING SPACES 81
PROJECT
LOCATION
ADA SPACES 1
UNIT COUNT 44 UNITS - DUPLEX & TRI-PLEX
LEGAL DESCRIPTION:
THE SOUTH 2 ACRES OF THE EAST 1/2 OF TRACT 14 AND THE NORTH 3 ACRES OF THE EAST 1/2 OF
TRACT 14 SACH'S SUBURBAN ADDITION TO THE CITY OF LITTLE ROCK, RECORDS OF PULASKI COUNTY,
ARKANSAS
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. 1803, AR
TOWNHOME BUILDINGS
2011015139
TYPICAL UNIT SIZE 52' x 40' (2080 SF)CRIMSON OAKSLITTLE ROCK, PULASKI COUNTY, ARFOR: TAYLORPRIVATE DRIVE DETAIL
VICINITY MAP
AVERAGE LOT SIZE 0.099 AC
MIN. LOT SIZE 0.096 AC.