HomeMy WebLinkAboutZ-9878 Preliminary Plat 101723LEGEND
PROPOSED
DESCRIPTION
BOUNDARY FINAL
EASEMENT
-- - - - - - - - - -
BUILDING SETBACK
W
WATER LINE
$$
SAN ITARY SEWER LINE
G
GAS LINE
--j-� -
OVERHEAD ELECTRIC LINE
FENCE
DITCH FLOW LINE
STORM DRAINAGE PIPE
FD MONUMENT (AS NOTED)
SET MONUMENT (AS NOTED)
0°
CURB INLET/JUNCTION BOX
H
WATER VALVE
99
FIRE HYDRANT
®
AIR RELEASE VALVE
O
SANITARY SEWER MANHOLE
EXISTING
DESCRIPTION
---
BOUNDARY ADJOINER
W
WATER LINE
SS
SANITARY SEWER LINE
RTHTI
FIRE HYDRANT
27' B-B
3' ASPHALT WEARING SURFACE V�t
TREET WIDENING EXISTING STREET
27. CROSS SLOPE -
o. VERTICAL SAW
\\ CUT I' MIN FROM
7" CLASS 7 BASE COURSE ` CONSTRUCTED SUBGRADE EXISTING EDGE.
AT 100% MODIFY PROCTOR DENSITY. AT 95%MODIFY PROCTOR DENSITY. WIDENING EXISTING
PRIVATE DRIVE DETAIL
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 CRY.
*NOTE: PAVEMENT RECONSTRUCTION TO CENTERLINE IS REQUIRED WHEN EXISTING STREET DOES NOT MEET THESE STANDARDS.
GENERAL NOTES
T. ALL FRONT BUILDING SETBACKS ARE 15.0'. ALL REAR YARD SETBACKS ARE 150".
ALL SIDE YARD SETBACKS ARE 5'0".
2. PROPERTY IS ZONED'R7. AND W ILL 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.
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-0E-WAY PRIOR TO OCCUPANCY.
TOTAL PARCEL SIZE
6.353 ACRES
PROPOSED USAGE
PLANNED RESIDENTIAL
PARKING SPACES
81
ADA SPACES
1
LENGTH OF NEW ROADS
1468 LF
UNIT COUNT
44 UNITS - DUPLEX&TRI-PLEX
TOWNHOME BUILDINGS
TYPICAL UNIT SIZE
52x40'(2080 SF)
GRAPHIC SCALE 1"=40'
40 0 40 80
N
L E RGCK� PULkSKH CO., AR
WJ6/23
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
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16 CRAP E MYRTLE PL - J - - - - - ------_- �=L-1 -
r L LITTLE ROCK, AR 72210-5673 % -r,
ZONED R-2
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, J. ERIC HOLLOWAY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY o` 6,gS,9P]E ''o, CERTIFICATE OF OWNER
REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT � TATL uF WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND
ALL SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND AR AlSDESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF,
CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE 1 03
_- PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND
BEEN COMPLIED WITH AND FILED FOR R CORD AS RE IRED. A RE_ SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT.
DATE PLUNKETT BARBARA
DATE J. E C HOLLOWAY �rT�IIII�"� 0110�v 10800 CHESNUT DR
SHERWOOD AR
SIONAL SURVEYOR NO. 1803, AR
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
SOURCE OF TITLE. D.R
2011015139
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
I
I'll
Holloway Engineering,
Surveying & Civil Design
200 Casey Drive
Maumelle, AR 72113
(501) 851-3366
www.holloway-eng.com
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18898
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Civil Design,1
, #1879
JOB NO.: 2023-124
DATE: 10/16/23
SHEET NUMBER:
FLOOD STATEMENT:
Z- l 97S
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD
INSURANCE RATE MAP NO. 05119C0431G, DATED DULY 6, 2015,
C1
INDICATES THAT NO PORTION OF THIS PROPRTY LIES WITHIN THE
.00
AREAS OF 100 YEAR FLOODING.
LA2023\2023-124 Konis 6.5 Acre Tn-Plex Development for Scott Taylor\Drawings\Sheets\C1.00 PRELIMINARY PLAT SITE PLAN.dwg