HomeMy WebLinkAboutZ-8045 Map 13FLOOD ZONE
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25' ACCESS \
EASEMENT
ASPHALT ACCESS DRIVE
20' WIDE !til 2' GRAVEL
SHOULDER EACH SIDE
5g(S '04'22" f !
8' HIGH CHAINLINK
SECURITY FENCE
AROUND PERIMETER
PROPOSED
WATERLINE EXTENSION-
NOrTH LINE OF 5M/ 9, 5WI /,I, 55C 20 --�
AREA TO BE �so,oa��eep>678,J5� / a��� c �� ��
DEDICATED ASA /AREA TO BE DEDICATED ;
VECHICULAR AS A FLOODWAY ��rn� 3 TRACT C
EASEMENT IN EASEMENT IN 7 — X2323 w C/j�
L
ACCORDANCE WITH <.( 0 N E D I �� SNE CO%; E 5WI/ 4 —
ACCORDANCE WITH SECTION 31-176 OF THE p �� 20.02 ACR `' 300 R 5WI/ 4, 5FCTION 20,
SECTION 31-176J
OF THE CITY OF CITY OF LITTLE ROCK �q� ��� �> u� f -I -N, �-124
SUBDIVISION & ZONING " 1q �� 50 MINIMUM
LITTLE ROCK ORDINANCE. �N��NG�N�C���� - BUFFER Q 15
SUBDIVISION & vv �C Nti �Q ZONE �0
ZONING ORDINANCE. 4` ANN o 25.0
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TRACT B
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(ZONED 1-2) ph�� �'r ° a 4 4z)
10.10 ACRES
TRACT B TO BE UTILIZED AS�� 4 q �,� ,4 1 .44'--FQm, P\i
WETLANDS MITIGATION AREA
SEE GENERAL NOTES C� N4w� O/ b °�\� 4,. 9 ��
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PROPOSED
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SECURITY FENCE2.
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PIN�p 51�CION
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50UTH UNF OF 5EC, 2C
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50'MINIMUM
BUFFER
ZONE F�
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NOV I DATE IDRWNICHKDI REMARKS
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5WI / 4, 5EC110N 20,
T -I -N, t -12-W
PROJECT NO. 8521-47382
FILE NAME:
1"
®
DESIGNED BY: W AR
DRAWN BY: n F r
ONE INCH
AT FULL SIZE
SHEET CHK'D BY: 1 W I
IF NOT ONE INCH
CROSS CHK'DBY: CS
SCALE ACCORDINGLY
APPROVED BY: .I W I
DATE: MAY 9nnB
U
(Z
D �-2
-- ------ - -
(ZONED I—
Camp Dresser & McKee Inc.
consulting
engineering
construction
operations
In association rith.
0 THE MEHLBURGER FIRM, PLLC
• NRS CONSULTING ENGINEERS
• OSWALD ENGINEERING, INC.
• AMI ENGINEERING, INC.
00
,T
I
FLOOD ZONE
r
'E A9 F CAP J I
ONC ETE DRIVEWAY APRON
)MTH 35' RADII \_ -
1"
kR/0POSED MONUMENT
SIGN LOCATION 25' AC
OSED LANDSCAPE ZONES
I
NTRANCE
X
X X
I
i1
'I�6
EXISTIN
X TELE. ABLE
V Ili
END EXISTING
4 GAS LINE
EXISTING SANITARY SE ER -
OI EXISTING 12" C.I.
OI WATERLINE
-1 o
OhEXISTING 8„ SANITARY SEWER
if
IT
O
O
EXISTIN
„
GAS E
111
FNP 3y 4'
1 ” = 200'
100 0 200
X X
X X
X X
X
GENE AL NOTES
1. BACKFLOW PREVENTION WILL BE PROVIDED IN ACCORDANCE; WITH
CENTRAL ARKANSAS W TER AND ARKANSAS DEPARTMENT OF HEALTH & HUMAN SERVICES
REQUIREMENTS.
NUMBER OF FIRE YDRANTS AND LOCATIONS WILL BE ;GOORDIN TED
WITH FIR
3. THE SUBJECT PROPERTY LIES WITHIN THE FLOODPLAIN, AND IS DESI NATED
ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500 YR FL00 LAIN), AND
ZONE AE (BASE FLOOD ELEVATIONS DETERMINED), ACCOR NG TO FIR
0501810104-F, DATED OCTOBER 19, 2001. lr
4. BOUNDARY SURVEY WAS PERFORMED BY AMI ENGINEERING,'INC., PLAT DATED 3-10-06.
5. UTILITIES SHOWN ON THIS DRAWING WERE LOCATED BY TRANSCRIBING FROM
RECORD MAPS. NO EXCAVATIONS WERE MADE TO CONFIRO (SUB -SURFACE UTILITIES.
NO GUARANTEE IS EXPRESSED OR IMPLIED THAT ALL UTIL IFT HAVE BEEN SHOWN,
OR THAT THOSE SHOWN ARE FULLY ACCURATE.
WHERE BUFFER ZONES OCCUR (BETWEEN CHAINLINK FEND- AND ROPERTY LIN
EXISTING TREES AND VEGETATION IS TO REMAIN INSOFAR S PRA TICAL.
7. SIZE AND LOCATION OF WETLAND MITIGATION AREA IN TRAl IB
TO BE DETERMINED BY AN INDEPENDENT ENVIRONMENTAL ASSESS
BUFFER AREAS SHALL BE LANDSCAPED IN ACCORDANCE WITH THE CITY OF LITTLE ROCK
�1 SUBDIVISION & ZONING ORDINANCE SECTIONS 15-81 THROUGH 15-85 & CHAPTER 36, ARTICLE IX
X f+—
LITTLE ROCK
Q WASTEWATER
UTILITY
PEAK FLOW ATTENUATION FACILITIES
SITE PLAN FOR
CONDITIONAL USE PERMIT
SHEET NO.
C-1.0
11A,,4.9SION
s--,
G I n
AS PiLnzD lil INE PLAN":Nu ee�lu"'IUN
MINUTE�AEGGRD TLD )67
BY.. n 61 A
DATES