HomeMy WebLinkAboutZ-8629-C Map 1PROJECT INFORMATION
STREET 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: 1.867t ACRES -GROSS
NUMBER OF LOTS: 1
EXISTING LAND USE DESIGNATION: COMMERCIAL
EXISTING ZONING: C-3, GENERAL COMMERCIAL
PROPOSED USES: CONDITIONED STORAGE FACILITY
BUILDING AREA: 120,7741 SF - GROSS BUILDING AREA
STORAGE UNITS: 750t
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LEGEND:
FOUND MONUMENT
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SHADE & BUFFER TREES
FIRE HYDRANT
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WATER VALVE
WATER METER
SANITARY MANHOLE
LIGHT POLE
POWER POLE W/ LIGHT'
POWER POLE
JO'
TELEPHONE PEDESTAL
ID
BUILDING
XXX.XX°
BOUNDARY LINE
XXX.XX'
CENTER LINE
-------
WATER LINE
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SANITARY SEWER LINE
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OVERHEAD UTIU Y LINE
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UNDERGROUND TELEPHONE
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UNDERGROUND FIBER
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LANDSCAPING
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.
VARIANCES REQUESTED `
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1. A VARIANCE FROM SECTION 36-522 TO ALLOW A
15 FOOT STREET BUFFER.
2. A VARIANCE FROM SECTION 36-522 TO ALLOW
GRADING WITHIN THE NORTHERN 15 FEET
OF THE SOUTHERN LAND USE BUFFER
(CURRENTLY PAVED AREA), 1
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TOP-3J0'22
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50' RIGHT-OF-WAY
STORM DRAIN
CURB 14LO
ELEV TOP - 3W.80
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FL - 327AD
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ELEV FL - 330. ga1DING
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MANHOLE SEWER
MANHOLE
ELEV TOP - 321A2 .
ELEV
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EXISTING 8' HT. MASONRY z
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REMOVED AND REPLACED-4`
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5 q: GRATE INLET °. .
EL V TOP - 330.50
ELV FL . 320,70
N 01 *23'25' E 96.36' •� ^� .� ..
Re a (iUTfER
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TYPICAL ..> .. 34.T5'
4 SANMARY SEWER
MANHOLE
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ELEV TOP - /
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SKAGGS-ALBERTSONS SUBDIVISION
LOT I
INC PARKING
CONDITIONED STORAGE BUILDING
3 STORY BUILDING
37 FEET HEIGHT
— _^-' 2Y DRAINAGE & LmL17Y EI
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GOWISSION
ON
<u 'G$ION
E3Y:
DATCz...
NUMBER
DELTA ANGLE
RADIUS
ARC LENGTH
CHORD DIRECTION
CHORD LENGTH
C1
12°48'03"
188.38
42.09
N87°05122"E
42.0
2
10 39'20"
88641012M
02009'11"
1
2
7°2 ' "W
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,
TOP - 320.12
FL - 324.15
15, 0' 30, 60,
SCALE., 1 30,
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LEGAL DESCRIPTION:
PART OF THE Nb2 OF THE SW/14, NE li4 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 N1'2, SW14, NE%4; THENCE S87°51'08"E
FOR 200.00'; THENCE NO2°57'12"E FOR 150.00' TO A 5/s" IRON PIPE;
I
THENCE S87°54'48"E FOR 58.00' TO THE BEGINNING OF A CURVE AND
A %"IRON PIPE; THENCE ALONG SAID CURVE TURNING TO THE LEFT
.
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THROUGH AN ANGLE OF 12°48'03", HAVING A RADIUS OF 188.38', AND
in o
WHOSE LONG CHORD BEARS N87°02'27"E FOR 42.00' TO A %' IRON
J
PIPE; THENCE N09°21'34"W FOR 50.00' TO THE BEGINNING OF A
CURVE AND hie" IRON PIPE; THENCE ALONG SAID CURVE TURNING TO
THE RIGHT THROUGH AN ANGLE OF 10"46'52", HAVING A RADIUS OF
138.38' AND WHOSE LONG CHORD BEARS S86001'52-W FOR 26.00' TO
/°, ; '•
THE BEGINNING OF A CURVE AND A 501RON 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 58" IRON PIPE; THENCE N87°5448"W
b
FOR 95.10' TO A 58' IRON PIPE; THENCE N01 °23'36"E FOR 96.37' TO A
p
5'g" IRON PIPE; THENCE N26"02'15"E FOR 106.70' TO A %" IRON PIPE ON
—
THE SOUTHERLY RIGHT OF WAY LINE OF RODNEY PARHAM ROAD;
T. .'
THENCE N61026'33"W ALONG SAID SOUTHERLY RIGHT OF WAY LINE
FOR 125.80' TO A Sib" IRON PIPE AND THE EASTERLY LINE OF SAID 1;
THENCE S39°06'27"W FOR 156.39' ALONG SAID EASTERLY LINE TO A
bie" REBAR; THENCE CONTINUE ALONG SAID EASTERLY LINE
R .
S02°23'27•'W FOR 324.84' TO THE POINT OF BEGINNING.
NOTE:
COUNTY ASSESSOR RECORDS INDICATE THE THE SUBJECT
PROPERTY CONSIST OF PART
W
OR ALL OF LOTS 2, 3, 7, 8,13 & 14 OF
SATTERFIELD SUBDIVISION. THE EXCLUSIVE RIGHT OF WAY AND
r$�M
EASEMENT DEED TO THE CITY OF LITTLE ROCK FILED AT
=0
INSTRUMENT NO. 80-21656 STATES THAT THE SATTERFIELD
SUBDIVISION IS UNRECORDED. PRIOR 2009 SURVEY OF SUBJECT
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
T F=
NOT CONTAIN DEDICATION STATEMENT, ACCEPTANCE BY ANY CITY
o
OR COUNTY AUTHORITY, AND NO CERTIFICATIONS OR SIGNATURES.
adE�
n a NO OTHER DOCUMENTS OR INFORMATION HAVE BEEN PROVIDED TO
Q. ® THE SURVEYOR REGARDING THE SATTERFIELD SUBDIVISION. IT IS
w UNKNOWN AS TO WHETHER THIS SUBDIVISION LEGALLY EXIST OR
�IHOW IT MAY OR MAY NOT AFFECT THE SUBJECT PROPERTY.
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FLOOD STATEMENT:
ACCORDING TO FEMA FLOOD INSURANCE RATE MAP (FIRM)
COMMUNITY PANEL NO.: 05119C 0338 G DATED, JULY 6, 2015, THE
ABOVE DESCRIBED PROPERTY IS LOCATED IN ZONE X AND DOES NOT
LIE IN THE 100 YEAR FLOOD PLAIN.
INVI MARLAR ENGINEERING CO., INC.
5318 John F. Kennedy Boulevard
IEC North Little Rock, Arkansas 72116
INCORPOIIATED Phone: (501) T53-1987
1
5/24/2017
RELOCATED DUMPSTER PER PC
JOB
REVISION
DATE
I DESCRIPTION
BY
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