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FLOOD ZONE
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25 ACCESS
EASEMENT w
HIGH CHAINLINK
SECURITY FENCE
ASPHALT ACCESS DRIVE r
20' WIDE VIII/ 2' GRAVEL AROUND PERhv1ET�R
SHOULDER EACH SIDE PROPOSED FLOOD ZONE
WATERLINE EXTENSION r
F
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& CGJ J I
/ ONC ETE DRIVEWAY APRON \�
/ l 35' RADII \
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sa�_MOM LIN� OF SWI/q, 5WI/4, 5EC 20 < MONUMENT
AREA TO BE ��o.oa oceD 698,15' y, ������� u y IIS GN LOCATION
AREA TO BE DEDICATED TRACT _
DEDICATED ASA s � �"`^^- --
AS A FLOODWAY s8 R w l /LA -5, ��G��'
�. I OSED LANDSCAPE ZONES
VECHICULAR >��� , ,,• 23 Z3 C663,T 1�E�p>
EASEMENT IN �' � -
EASEMENT IN des.
Z 0 N E D N� COPN�P 5WI/ �, - - - - NTRANCE
ACCORDANCE WITH ACCORDANCE WITH �� fi I —
SECTION 31-176 OF THE 0) of 20.02 ACR / 300 R 5WI/4, 5ECTION 20, F /8 6� X
SECTION 31-1761 x x
OF THE CITY OF CITY OF LITTLE ROCK q���4 w T -I -N P -12-W ❑ X X
LITTLE ROCK SUBDIVISION & ZONING o` �O�N�p� �NP� -"� 50 MINIMUM 15
ORDINANCE. C_ t BUFFER Q
SUBDIVISION & N ZONE �0
ZONING ORDINANCE. ��° �Na�o 25.0'���/ q X, I
FNP I/2"ITI3
TRACT B II
(ZONED -2) �� ° 4
�� ��� 4 9 ° 9° 4 a-
10.10 ACRES...,
Q, / EXISTIN
TRACT B TO BE UTILIZED AS �� o / i$,f q 4 G� ° -0 °a ° 1 .44—- -La -
C)
WETLANDS MITIGATION AREA 4 NVQ / °, ° .��Q�a . 4T \P� I X I TELE. ABLE
SEE GENERAL NOTES ry�<� 4 C� b "'. ���� p54 . END EXISTING
44. ° 4, B-3 ���
° 4
�N'/ �.4° 4�� •: 4 sWgZ: O (ZONED I-2 ��00
J n 4 GAS LINEEXISTING SANITARY
4.
4. \ O EXISTING 12' C.I.
20; 1 ASTflgRY � 0
�� , C1UQCiF CE BUl 1NCry. N FNP I/2"F�3 WATERLINE
W/ " DSS ASPH LT
° r 5y 4ZJ Q- O EXISTING 8" SANITARY SEWER
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44 , ° R FNn 5/ 3 K 6 — LH7 ]HO IHX
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PROPOSED a�Q, - °' ° 4 q i` � rob rpncr"c' �w -- -- - --
WATERLINE EXTENSION o�4� o °^. HIS ---
l -,
4
°4 A EL
N / ° 4 Q
8' HIGH CHAINLINK �N�N ` ° ... °° 4,, �4 4° VI G
SECURITY FENC
E
2
AROUND PERIMETER �� °q Q°-< ° (LL%OF ' /`S�`I'
• �a .4 ° ; • .. ; �, 4 DLJ STE-
SctRE(f z' „=1T CHAt L:Y O _
44 VM�C4` ASPHALT Qn
G4p. .° ° N 4 ° ° ° PERIMET R m A° °0 ° 14—
<e 4 4.q DRIVE ( P.)Q
° 4 V 4 4 ° q �O 911.1 ° O ° �. ( O -- / C
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sirr3 & c 8 4 °�c 2° 4 q ° �o \G�
9
q , 1 III EXISTIN
w
2
0
I
w
0
N
1 " = 200'
100 0 200
125TACESS EEA5 M6T
— X x
X X_
Q Q4,
4 GAS E __ +
4 4 4q _ a_ ° ° 4�
V 4 °° 4 4 °� ..y 4a ° -°
O F 8 0 MINI U x _
is �� ° °4- . `° 4 Dc� BUFFER = YO x X ..: FW j GENE AL NOTES _
1� \� FINCH
I riff 1. BACKFLOW PREVENTION WILL BE PROVIDED IN ACCORDANCE WITH
ALL FILL SLO ES
p Q „ CENTRAL ARKANSAS W TER AND ARKANSAS DEPARTMENT OF HEALTH & HUMAN SERVICES
dd p�
1 TO BE HYDR MULCH�D �G j j REQUIREMENTS.
FNI7 y/ NUMBER OF FIRE YDRANTS AND LOCATIONS WILL BE COORDIN TED
(GRASS COVE ED I' WITH FIR �.
O I 3. THE SUBJECT PROPERTY LIES WITHIN THE FLOODPLAIN, AND IS DESI NATED
r2/3o IMIT OF O ,' �� ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOO LAIN), AND
(ZONED 1-3) ,3 � G' CLEARING I � I ZONE AE (BASE FLOOD ELEVATIONS DETERMINED), ACCORDING TO FIR
DO,'2 �O- � E 0501810104-F, DATED OCTOBER 19, 2001.
O - 50'MINIMUM N 4. BOUNDARY SURVEY WAS PERFORMED BY AMI ENGINEERING, INC., PLAT DATED 3-10-06.
BUFFER O
� z A \ I 5. UTILITIES SHOWN ON THIS DRAWING WERE LOCATED BY TRANSCRIBING FROM
)PUP, 5FC11ON J �� � GNn ig qi ZONE I � D �, -4-41
RECORD MAPS. NO EXCAVATIONS WERE MADE TO CONFIRM ISUB-SURFACE UTILITIES.
L 5/811 ( — 2 + 1,' NO GUARANTEE IS EXPRESSED OR IMPLIED THAT ALL UTILITIES HAVE BEEN SHOWN,
-N, t -12-W Q FN3 TRACT A I 0 I WHEREABUFFEOREZONEOS OCCUR
LETYINEENUCHANLINK FENCE
OOR
_ _ SOUTH LINE OF SEC 20 ° ( 6 AND ROPERTY LIN
°\� ZONED 1-2)
EXISTING TREES AND VEGETATION IS TO REMAIN INSOFAR AS PRA TICAL.
10.00 ACRES FND X CONC MON m POP TRACT 11 At 7. SIZE AND LOCATION OF WETLAND MITIGATION AREA IN TRACT B
❑tiL :q L LHE-��� - - ---- - --- TO BE DETERMINED BY AN INDEPENDENT ENVIRONMENTAL ASSESS F��
LHE= ---- GHE - FNP 5/8"6
IJH r �Nfi SII nl BUFFER AREAS SHALL BE LANDSCAPED IN ACCORDANCE WITH THE CITY OF LITTLE ROCK
H E - R C443,�3 �
Q —
SUBDIVISION & ZONING ORDINANCE SECTIONS 15-81 THROUGH 15-85 & CHAPTER 36, ARTICLE IX
�� 5WI/ 4, 5�CTION 20. - 0_11E--- ❑tiH -- ❑HE J I_
\X
(ZONED 1-2 I X
PROJECT NO. 8521-47382
FILE NAME: CmCamp Dresser & McKee Inc. LITTLE ROCK SHEET N0.
1" consulting
ISI engineering Q WASTEWATER
I DESIGNED BY: W n c construction SITEPLAN F O R
operations C-1.0
DRAWN BY: n F c: In association with: UTILITY
ONE INCH SHEET CHK'DBY., .IW] 0 THE MEHLBURGER FIRM, PLLC CONDITIONAL USE PERMIT
AT FULL SIZE
IF NOT ONE INCH CROSS CHKDBY: r.5 • NRS CONSULTING ENGINEERS
SCALE ACCORDINGLY • OSWALD ENGINEERING, INC.
REV. APPROVED BY: .iWl PEAK FLOW ATTENUATION FACILITIES
•AMI ENGINEERING, INC.
NO DATE DRWN CHKD REMARKS DATE: MAY �A
_ r\.YIJ'.F9 •J:. ur
A +
MItvUTc � t,uRD 1]r �
BY: L
DATE:.