HomeMy WebLinkAboutZ-8045 Map 4/
/ r 8' HIGH CHAINLINK
SECURITY FENCE
ASPHALT ACCESS DRIVE AROUND PERIMETER
20' WIDE W/ .2GRAVEL /
FLOOD ZONE `,i f, SHOULDER EACH SIDE PROPOSED FLOOD ZONE
SEr AP &CAP / WATERLINE EXTENSION
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II�
_ 1 " = 200'
1,511E � q J 25' ACCESS ` ;�� \ � I / OiVC ETE DRIVEWAY APR
5E AP-a Com' _ _ - EASEMENT I � -- \
Q _ ON
\ - X �- \ IiTH 35' RADII 100 0 200
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S�rPE3A1?—
s8�NOprH�IN� OF 5WI/4, 5WI/4, SSC, 20 —�PROPOSED MONUMENT
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AREA TO BE ��o.oa De�� AREA TO BE DEDICATED 698.15' ! �� �� ----
DEDICATED ASA ,� R ��__ ISIGN LOCATION 25' AC ESS EAS€t�fENT ,
VECHICULAR AS A FLOODWAY s� 3 TRACT C x� 2323_ W i Irtl�, �� OSED LANDSCAPE ZONES \\
EASEMENT IN - - _ - -
�623�' _ -
EASEMENT IN �; ZONED ��' � � —� �G6�g�
ACCORDANCE WITH ACCORDANCE WITH fi �( — N� COpN SWI/ 9, NTRANCE
SECTION 31-176 OF THE a 20.02 ACR = 300 R I L____
SECTION 31-176J �q � <, ,' � SWI/�t, Sf;C110N 20, F /8", d X
OF THE CITY OF CITY OF LITTLE ROCK �QQti�� Q r-I-N, f -12-W X X x %
LITTLE ROCK SUBDIVISION & ZONING o� ��Oti �q�>F� 50 MINIMUM iu X --_� — X X
SUBDIVISION & ORDINANCE. �ahtilaa` �;� BUFFER 15�
X
X
ZONING ORDINANCE. v�®� aa�o q 25 0° , / ZONE
TRACT B V, 4 0 �Nnl/z11�6 �' -
.V 49J
(ZONED I-2) ��"��a °
�� �J �' ° 44� ° d
10.10 ACRES
Lq Q 4� 9 . �aI EXISTIN
TRACT B TO BE UTILIZED AS l
WETLANDS MITIGATION AREA Qq N q <</ °4 ��Q�� ° 4 °4 1 .44-- TELE. ABLE
SEE GENERAL NOTES ���0�q n d��� q ° ° C) I
N c END EXISTING
�0 N� r` % °.44 : ', SIJ B-3 J� 1 `-J 4„ GAS LINE
° ° p o (ZONED 1-2 ��z
4° EXISTING SANITARY SE ER
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° 25'x20° 1 .4ST0°RY 4 4 / O II EXISTING 12" C.I.
4VJ/UQ.C3 iUE �St °BUI ° 7NEn . ASPH LT FNnI/2"6 — OGI O,I XWATERLINE
4 4 Z� ° f� Vn EXISTING 8 SANITARY SEWER
`� , •,~`\�%/ 44° _4° 4°°qA-° q 4, Iq ° / b492 AR-J �0 9/U��--- -I �I]L.'i_I ^ _jl t IIS ]H� Oi y j-i
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° a.° _ - ° °_I
PROPOSED
WATERLINE EXTENSION qq / a ° 4 ° / ✓-- �, Ir�nv2s
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��.° AEL
8' HIGH CHAINLINK �N �N ° °° .4 d < a VI G
SECURITY FENCE $ °4
ei ° _4 4 °4 °4 (2j° C�/�> ��� 01 I�
AROUND �0 ° 4q ' LL <OI Fj
6 4
° - d DTJ- –TEi4S—Li
rl� _ �+
RA R
°
�F �d4 4 _N ASPHALT �_I O' In
�(r,' 4° PERIMET R A
° `�
4 ° , ° 4 4° \1
4 q DRIVE ( P. ! Z
40 4 .q ° 4 - 4 ° q 4 4(�(1, 9 _H�� ( O N 2
G � °;�!�'o ° .°_ ° "/ 6) C)I_T
\ ° 4
4 °. _d ° 4 ° 4 ° ° - °4
4.4 ° ° 4 I
4 < 4, EXISTIN
\ - °-4 4 - T _ n LLI
.4 d 4 y :4'- ° 9 _ ° _ .. 4� � Pv • j GAS E +
/ 4
O,� °4 s 0 MINI U X ! �- X — -_ X
�C < 4 d 9 4 NO 4 BUFFZONES \Q v)C—f,
rNCN GENERAL NOTES
�\ pl
° 4 1. BACKFLOW PREVENTION WILL BE PROVIDED IN ACCORDANCE WITH
O� .4 ALL FILL SLO ES Q II CENTRAL ARKANSAS WATER AND ARKANSAS DEPARTMENT OF HEALTH & HUMAN SERVICES
d pp a : (G BE HYDR MULCHED G III 2 THEONUMBERTS.
OF FIRE HYDRANTS AND LOCATIONS WILL BE COORDINATED
FNI7 5/8 4 (GRASS COVE ED � � �
1 3. HIEHFIRE SUB ECTEPRO PROPERTY LIES WITHIN THE FLOODPLAIN, AND IS DESIGNATED
IMIT OF � _ � ' " 1
r2� O `� ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOODPLAIN AND
(ZONED 1-3) X300 �2o CLEARING 1 I ZONE AE (BASE FLOOD ELEVATIONS DETERMINED), ACCORDING TO FIRM PANEL f
0501810104-F, DATED OCTOBER 19, 2001.
J 50'MINIMUM N A I = 4. BOUNDARY SURVEY WAS PERFORMED BY AMI ENGINEERING, INC., PLAT DATED 3-10-06.
BUFFER 5. UTILITIES SHOWN ON THIS DRAWING WERE LOCATED BY TRANSCRIBING FROM
TRACZONE (� D — II + „I RECORD MAPS. NO EXCAVATIONS WERE MADE TO CONFIRM SUB-SURFACE UTILITIES.
T A + I; NO GUARANTEE IS EXPRESSED OR IMPLIED THAT ALL UTILITIES HAVE BEEN SHOWN,
Q pE� 0 11 OR THAT THOSE SHOWN ARE FULLY ACCURATE.
5OUrH LINE OF 5EC, 20 ° �\ (ZONED I — 2 1 6. WHERE BUFFER ZONES OCCUR (BETWEEN CHAINLINK FENCE AND PROPERTY LINES)
'Tf3 - EXISTING TREES AND VEGETATION IS TO REMAIN INSOFAR AS PRACTICAL.
R 10.00 ACRES FNI7 X INC. MON. rOG' iPACr'IAII 7. SIZE AND LOCATION OF WETLAND MITIGATION AREA IN TRACT B
FN175/8"ff6
TO BE DETERMINED BY AN INDEPENDENT ENVIRONMENTAL ASSESSMENT.
C t (444 543' ���� �E-_ 8. BUFFER AREAS SHALL BE LANDSCAPED IN ACCORDANCE WITH THE CITY OF LITTLE ROCK
----- ---
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A �Nb 3 4'' SUBDIVISION & ZONING ORDINANCE SECTIONS 15-81 THROUGH 15-85 & CHAPTER 36, ARTICLE IXLITTLE ROCK PLANNING COMMISSION
_ 5WI� 4, 51 C010N 20 - - - - - � � I APPROVED SLIBJ[CT TO THE CONDITIONS
-I -N, V-12-W � ----- _ - _ --- _ -- -
I \ - _- ----- AS NOTED IN THE PLANNING C MIS ION
�� I, (ZONED X X i l — MINUT hEGeEID TCO a�,
t3Y'
PROJECT NO. 8521-47382 SHEET NO.
FILE NAME: N Camp Dresser & McKee Inc. LITTLE ROCK '/
1"co�sultirg --
~� engineering ® WASTEWATER
® DESIGNED: W A c construction
operations SITE PLAN FOR C-1. 0
DREET CHI I1 1r. t(I EHLBURassociotiowith: UTILITY CONDITIONAL USE PERMIT
ONE INCH SHEETCHK'DBV: I W I 'THE MEHLBURGER FIRM, PLLC
AT FULL SIZE
IF NOT ONE INCH CROSS CHK'DBY: CS • NRS CONSULTING ENGINEERS
REV.
SCALE ACCORDINGLY • OSWALD ENGINEERING, INC.
APPROVED BY: .I W.I PEAK FLOW ATTENUATION FACILITIES NO. DATE DRWN CHKD REMARK.` DATE: MAY "ns •AMI ENGINEERING, INC.
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