HomeMy WebLinkAboutZ-4653-F Map 6N
P PAJ, 7 MINI STORAGE �V ' I -
I
- - N87'47'05"W 137.27'
GENERAL NOTES.
EXIST MINI STORAGE i I I I I Average size lot 2.
17 Acres
Number of lots 1
L ExistingCovenants None
Water--LRMWW
Sanitary Sewer--LRWWU
__7
--
.
EXIST REIAINING,WALL ---
R-2,
-3z -..-oso----- -_-_ - __:--=---aso - -- -� -- _ ZONED - - EX 8" SAN SEWER
�
aso - - - - I. _ � I � I I EX 12" WATER MAIN
L - -J
EXISTING 6 TAL o - -_445-
SECURITY
FENCE - - - EXISTING SECURLTY FENCE --
TO BE -REMOVED = EXISTING 6' TAIzL i J
po SECURITY FENC - Public Works Notes:
-
�" y aa_ - -" 1. NPDES and grading permits are required prior
a'e I I to construction, site grading and drainage plan will
a s
- - - - . PROP STORM DRAINAGE I
_ N90 00'0(1 E 647.1$'- - I
_ 5'
SIDEWALKneed to be submitted and approved.
_ -
�2 LANDSCAPE (TYPICAL}' 2. Stormwater detention ordinance applies to his property.
-- - - - - - T - - - } 3. Plans of all work in right-of-way shall be submitted for
_ Q J (REES TO REMAIN WHERE POSSIBLE 1 5 '
aproval prior to start of work.
,m I II 4. Provide stripping and signage plans as per ordinance for the
ti q LL d J��'1~��GI14,720 SQ FT PROPOSEDFE --T LL 4 BLDG y cF� I development, for Traffic Engineering approval.
BLDG i
Q fl:• 5. Prior to construction obtain barricade permit for work done
Li `t
7;498 SQ FT \m: -- -- ONUMENT SI N
of w rr
M 4 GO -- U ^ V within right-of-way.
-- - - - - th'
4 l
_ o -30' 150' 4 CLIMATE CONTROLLEDQO
III 6: Average LotSlope= 5%
O ,;
N j 20' 150' - - o ^ z I A 7 Floodway/FI odplain - N/A
L iJ I a 130' , ' CD ^I
z /
N C� _ 33'
- -
�� P _
(\
�N z
m . c
n Y
PROPOSED 6' TALL
Z O J 25' N Ij BLDG #3 PROP FH a v
w 7,750 SQ FT �O, - - -
SECURITY„FENCE Q w '
- - -- - -\ (TREES TO REMAIN( WHERE) POSSIBLE 5'
J 310' LANDSCAPE TYPICAL } J O
m
- -.. - - 29.5' Ir
0 30,
PROP RETAINING WALL
S89'5 W_ 195.25'
°n - DEVEL ER TC rRNVIDE S E EET IMPROVEMENTS
BLDG #4 365' - M /AlBOWMAN ROAD
AND b DICAT9 AN DDITf L 15' ROW.
5,475 SQ FT TO 1 OF A MINOR A ERIAL ON BEING A PART OF THE N1/2 OF THE SE1/4 OF THE NW1/4 OF THE NW1/4 OF
LANDSCAPE (TYPICAL) SECTION 9, T -1-N, R -13-W, IN PULASKI COUNTY, ARKANSAS, AND ALSO
D I
o ZONED -2 BEING THE JIM AND KAYE WOOD TRACT RECORDED AS DOCUMENT 96-32975 IN
(TREES TO REMAIN WHERE POSSIBLE) I THE PULASKI COUNTY ARKANSAS CIRCUIT CLERK'S OFFICE. MORE
N89'ST 19 W 448.52'
N f PARTICULARLY DESCRIBED AS FOLLOWS, WITH ALL BEARING REFERENCED TO
PROPOSED 6' TALL L _ J THE NORTH LINE OF THE SAID JIM AND KAYE WOOD TRACT AS RECORDED IN
I
- SECURITY _FENCE I I SAID DOCUMENT 96-32975:
COMMENCING 25 FEET WEST OF THE NORTHEAST CORNER OF THE SAID N1/2 OF
-- - r, THE SE1/4 OF THE NW1/4 OF THE NW1/4 OF SECTION 9, T -1-N, R -13-W, TO
ZONED R 2 --I -- I A FOUND 1/2” IRON ROD, SAID 1/2" IRON ROD BEING THE POINT OF
s� J
Z BEGINNING:
r I FROM THE POINT OF BEGINNING THE FOLLOWING 6 COURSES:
I 1. THENCE ALONG THE WEST RIGHT OF WAY OF BOWMAN ROAD, SOUTH
I
I -
00-11-23 WEST, 104.87 FEET, TO A FOUND 1" IRON PIPE, SAID
" , I IRON PIPE BEING THE SOUTH EAST CORNER OF THE FRONT OF THE
HEREIN DESCRIBED TRACT.
I2. THENCE SOUTH 89-56-38 WEST 195.25 FEET, TO A FOUND 1/2"
IRON PIPE.
3. THENCE SOUTH 00-13-39 EAST 59.91 FEET, TO A FOUND 1/2"
IRON PIPE.
4. THENCE NORTH 59-57-19 WEST, PASSING AT 138.55 FEET A
" FOUND 1/2" IRON ROD, AND ALSO PASSING AT 302.85 FEET, AND
0.47 FEET SOUTH, A FOUND 3/4" IRON PIPE, IN ALL A TOTAL
ALL BOUNDARY INFORMATION WAS PROVIDED BY SIDNEY A ROUCH DISTANCE OF 448.52 FEET TO A FOUND 3/4" IRON PIPE, BEING
(LAND SURVEYOR #1300) DATED DECEMBER 9, 1996 THE SOUTH WEST CORNER OF THIS TRACT.
SYNOPSIS: ALL TOPOGRAPHIC INFORMATION WAS PROVIDED BY THE CITY OF 5. THENCE NORTH 01-08-56 WEST 164.66 FEET, ALONG THE EAST
LITTLE ROCK'S P A G I S LINE OF THE CHERRY CREEK SUBDIVISION AS RECORDED IN PLAT
BLDG
AREA
USE
STORAGE
NON -STORAGE
BLDG #1
13,800
920
MINI STORAGE/PARKING
BLDG #2
5,980
1,518
MINI STORAGE/OFFICE
BLDG #3
7,750
MINI STORAGE
BLDG #4
5,475
MINI STORAGE
TOTAL
33,005
2,438
FACILITY
BOOK D, PAGE 306, SAME ALSO BEING THE WEST LINE OF THE
SAID N1/2 OF THE SE1/4 OF THE NW 1/4 OF THE NW1/4 OF
I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND SECTION 9, T -1-N, R -13-W, TO A FOUND 3/4" IRON PIPE.
DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH SAID 3/4" IRON PIPE BEING THE NORTH WEST CORNER FOR THIS
ESTABLISHED PROPERTY LINES, THERE ARE NO APPARENT ENCROACHMENTS TRACT.
EXCEPT AS SHOWN.
NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD 6. THENCE NORTH 00 EAST, PASSING AT 149.92 FEET A
BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD FOUND 1/2' IROONN ROD
AND ALSO PASSING AT 310.53 FEEL, AND
INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS DIST FEET SOUTH A FOUND 1/2" IRON ROD, ALL A TOTAL
B
DISTANCE OF 647.18 FEET TO THE POINT OF BEGINNING,
CONTAINING 2.17 ACRES, MORE OR LESS.
4� A....• �d `'• ----- G�----#1281 A--------------- PLANNED COMMERCIAL DEVELOPMENT
,o°sTA'IEOF''••., Paul M. White, PLS #1281 Ark
t' SAS t= ••�
Revised
KANIS MINI— Date 11-15-99
stcnntuae
}sf ', ®WH=�A FEES & A23®0�3' �C` STORAGE ADDITION Scale Hor. Vert.
I t, CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
NAL LA�S''f• 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 1"-30'
Sheet of
Survey By: Drawn By: Checked By: Approved By:
LITTLE ROCK, ARKANSAS Job No. 99-0613