HomeMy WebLinkAboutZ-8629-C Map 4STREET ADDRESS: 102 SOUTH RODNEY PARHAM ROAD
LAND OWNER: SS RODNEY PARHAM LLC
PO BOX 429
LAVON, TEXAS 75166
DEVELOPER: SS RODNEY PARHAM LLC
P.O. BOX 429
LAVON, TEXAS 75166
TOTAL LAND AREA: 1.867± ACRES -GROSS
NUMBER OF LOTS: 1
EXISTING LAND USE DESIGNATION: COMMERCIAL
EXISTING ZONING: C-3, GENERAL COMMERCIAL
PROPOSED USES: CONDITIONED STORAGE FACILITY
BUILDING AREA: 120,774t SF - GROSS BUILDING AREA
STORAGE UNITS: 750t
SITE LIGHTING NOTE
SIGHT LIGHTING FIXTURES WILL BE MOUNTED ON
THE BUILDING EXTERIOR AT AN ELEVATION OF 9.0t
FEET ABOVE FINISHED FLOOR. FIXTURES WILL BE
DIRECTIONAL AND AIMED DOWNWARD TO THE
SITE SURFACE.
1. A VARIANCE FROM SECTION 36-522 TO ALLOW A
15 FOOT STREET BUFFER.
2. A VARIANCE FROM SECTION 36-301 TO ALLOW A
BUILDING HEIGHT OF 37 FEET.
3. A VARIANCE FROM SECTION 36-522 TO ALLOW
GRADING WITHIN THE NORTHERN 15 FEET
OF THE SOUTHERN LAND USE BUFFER
(CURRENTLY PAVED AREA).
:ISTINO FIRE
HYDRANT
:PraTAITT SEWER
MANHOLE ° ELEVTo
P _ 3332a� SUNNYMEADE DR
B1V E/ FLFL w - 6.86
EIEV FL N - =5.48
a" FL s - 325A6 50' RIGHT-OF-WAY
9701M DRAIN
CLAIMS INIEP
ELEV TOP _ 330A0
FL . 3VA0
W 5
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ELEV FL . 330
cASPHALT
O
BNRARY 331 .
MAIE,DIE
ELEV TOP - 39.22
- 3274 326. ..' .:
ELEV FL W -
ELEV FL N!E 320.48 � � y F.
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BED ,O TRASH ENCLOSURE TO BE •. 4• REM1,OVED
ASPHALT 2 I stuRAI ONAEDPNN
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EIEV TOP _ 330.50
+\ FL.. 128.70
UPS SiUTTER�
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ELEV FL . 5n20.51.61
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ASPHALT
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LEGEND:
WALL, PAVEMENT !
FOUND MONUMENT ® O EASEMENT 8K 13PACE
59, PAGE 17
BK 363
SIX 9382, PAGE 36S
SHADE & BUFFER TREES �J
FIRE HYDRANT Q
WATER VALVE D4 ASPHALT
WATER METER �D
SANITARY MANHOLE 0
LIGHT POLE 0
POWER POLE W/ LIGHT 10'
POWER POLE 0
TELEPHONE PEDESTAL m
BUILDING xxx.xx'
BOUNDARY LINE xxx.xx'
CENTER LINE - —
WATER LINE WA
SANITARY SEWER LINE SS
OVERHEAD UTILITY LINE —OHE
UNDERGROUND TELEPHONE UGT
UNDERGROUND FIBER —UGFO—
LANDSCAPING
IWAVIN ►
SKAGGS-ALBERTSONS SUBDIVISION
LOT 1
IONED STORAGE BUILDING
3 STORY BUILDING
37 FEET HEIGHT
■.5��=``/ate ���. — —WI
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ASPHALT VILEr
ELEV MR 229.12
NUMBER
DELTAANGLE
RADIUS
ARC LENGTH
CHORD DIRECTION
CHORD LENGTH
cl
03"
188.38
42.09
N870OV22"E
42.00
25.70__
2
100
138.38
25.74
88801012 N
__�
1 .38
0
N87°25'33"W
5.20
15, 01 30' 60,
SCALE 1 30'
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LEGAL DESCRIPTION:
PART OF THE N% OF THE SWI/a, NE Y4 OF SECTION 2, TOWNSHIP 1
NORTH, RANGE 13 WEST, IN THE CITY OF LITTLE ROCK, PULASKI
COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT A %" IRON PIPE AT THE SOUTHEAST CORNER OF LOT
1, SKAGGS-ALBERTSON SUBDIVISION AND BEING 200' EAST OF THE
SOUTHWEST CORNER OF SAID I Slil NEY4; THENCE S87°51'08"E
FOR 200.00'; THENCE NO2°57'12"E FOR 150.00' TO A %" IRON PIPE;
I
THENCE S8705448"E FOR 58.00' TO THE BEGINNING OF A CURVE AND
A %"IRON PIPE; THENCE ALONG SAID CURVE TURNING TO THE LEFT
THROUGH AN ANGLE OF 12-48-03", HAVING A RADIUS OF 188.38', AND
o
WHOSE LONG CHORD BEARS N87°02'27"E FOR 42.00' TO A %" IRON
J
PIPE; THENCE N09021'34"W FOR 50.00' TO THE BEGINNING OF A
a
CURVE AND 5/B" IRON PIPE; THENCE ALONG SAID CURVE TURNING TO
THE RIGHT THROUGH AN ANGLE OF 10046'52', HAVING A RADIUS OF
..
138.38' AND WHOSE LONG CHORD BEARS S86°01'52"W FOR 26.00' TO
THE BEGINNING OF A CURVE AND A %'IRON PIPE; THENCE ALONG
SAID CURVE TURNING TO THE RIGHT THROUGH AN ANGLE OF
02°01'11", HAVING A RADIUS OF 138.38' AND WHOSE LONG CHORD
BEARS N87034'07"W 4.88' TO AN 5g' IRON PIPE; THENCE N87°54'48"W
DD
FOR 95.10' TO A %' IRON PIPE; THENCE NOt°23'36"E FOR 96.37' TO A
W p
%" IRON PIPE; THENCE N26002'15"E FOR 106.70' TO A %" IRON PIPE ON
'
THE SOUTHERLY RIGHT OF WAY LINE OF RODNEY PARHAM ROAD;
O
THENCE N61°26'33"W ALONG SAID SOUTHERLY RIGHT OF WAY LINE
N
FOR 125.80' TO A 5e" IRON PIPE AND THE EASTERLY LINE OF SAID 1;
\
THENCE S39°06'27"W FOR 156.39' ALONG SAID EASTERLY LINE TO A
6 "
/B REBAR, THENCE CONTINUE ALONG SAID EASTERLY LINE
S02°23'27"W FOR 324.84' TO THE POINT OF BEGINNING.
NOTE:
yy $
r;
COUNTY ASSESSOR RECORDS INDICATE THE THE SUBJECT
PROPERTY CONSIST OF PART OR ALL OF LOTS 2, 3, 7, 8,13 & 14 OF
SATTERFIELD SUBDIVISION. THE EXCLUSIVE RIGHT OF WAY AND
I3
EASEMENT DEED TO THE CITY OF LITTLE ROCK FILED AT
E
INSTRUMENT NO. 80-21656 STATES THAT THE SATTERFIELD
SUBDIVISION IS UNRECORDED. PRIOR 2009 SURVEY OF SUBJECT
6,•' "' • ` » ail
PROPERTY (PS 1215) INDICATES THE THERE IS "NO PLAT OF
a,
RECORD". THE ONLY KNOWN RECORD OF SAID SUBDIVISION IS FROM
THE COUNTY SURVEYORS PLAT BOOK AT PAGE 12-B, WHICH
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DEPICTS THE LAYOUT OF THE LOTS AND STREETS, HOWEVER DOES
..
�I P
NOT CONTAIN DEDICATION STATEMENT, ACCEPTANCE BY ANY CITY
CERTIFICATIONSOR COUNTY AUTHORITY, AND NO SIGNATURES.
NO OTHER DOCUMENTS OR INFORMATION FORMATION HAVE BEEN PROVIDED D TO
g
THE SURVEYOR REGARDING THE SATTERFIELD SUBDIVISION. IT IS
"
UNKNOWN AS TO WHETHER THIS SUBDIVISION LEGALLY EXIST OR
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IHOW
IT MAY OR MAY NOT AFFECT THE SUBJECT PROPERTY.
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of
FLOOD STATEMENT:
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ACCORDING TO FEMA FLOOD INSURANCE RATE MAP (FIRM)
m
COMMUNITY PANEL NO.: 05119C 0338 G DATED, JULY 6, 2015, THE
°a
ABOVE DESCRIBED PROPERTY IS LOCATED IN ZONE X AND DOES NOT
LIE IN THE 100 YEAR FLOOD PLAIN.
1 5 TE pp °TS1
ARSAS....... =,
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�,� REGISTERED PROFESSIONAL e �c ENGtNFEj
R SF]';,e
No. 8907-S�14;®itt...-3'
1f1 n M>•
74o4j[ MARLAR ENGINEERING CO., INC.
iE ic 5318 John F. Kennedy Boulevard
North Little Rock, Arkansas 72116
INCORPORATED Phone: (501) 753-1987
REVISION DATE DESCRIPTION BY