HomeMy WebLinkAboutZ-8629-C Map 5PROJECT INFORMATION SITE LIGHTING NOTE \
STREET ADDRESS: 102 SOUTH RODNEY PARHAM ROAD SIGHT LIGHTING FIXTURES WILL BE MOUNTED ON v�
LAND OWNER: SS RODNEY PARHAM LLC THE BUILDING EXTERIOR AT AN ELEVATION OF 9.0±
BOX 429 FEET ABOVE FINISHED FLOOR. FIXTURES WILL BE
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PO ON, TEXAS 75166 DIRECTIONAL AND AIMED DOWNWARD TO THE
LAVSITE SURFACE.
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DEVELOPER: SS RODNEY PARHAM LLC
P.O. BOX 429 _ SNaEVEN S
LAVON, TEXAS 75188 VARIANCES REQUESTED 4
°"TOP-3'°" SUNNYMEADE DR
ELEV PL N . n&48
ELEV FL N . 328.4B
TOTAL LAND AREA: 1.867t ACRES -GROSS 1. A VARIANCE FROM SECTION 36-522 TO ALLOW A ELEV PL S - 328.4E 50' RIGHT-OF-WAY
NUMBER OF LOTS: 1 15 FOOT STREET BUFFER. SCURB TORM DRAIN
2. A VARIANCE FROM SECTION 36-301 TO ALLOW A El" TOP 33D32
EXISTING LAND USE DESIGNATION: COMMERCIAL �
BUILDING HEIGHT OF 37 FEET. wis FL _ 7M
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EXISTING ZONING: C-3, GENERAL COMMERCIAL 3. A VARIANCE FROM SECTION 36-522 TO ALLOW
GRADING WITHIN THE NORTHERN 15 FEET
PROPOSED USES: CONDITIONED STORAGE FACILITY OF THE SOUTHERN LAND USE BUFFER 14 1 w 5
BUILDING AREA: 120,774t SF - GROSS BUILDING AREA (CURRENTLY PAVED AREA).
STORAGE UNITS: 750t u
ELEV FL - 330.3 BUIIAING
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WANHOLE
ELEV FL TO
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1' EIEV FL NtE - 320.48
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EXISTING PNI! "i'.• MAIUMUM
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ASPHALT
FOUND MONUMENT
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SHADE & BUFFER TREES
FIRE HYDRANT
WATER VALVE
WATER METER
SANITARY MANHOLE
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LIGHT POLE
POWER POLE W/ LIGHT
POWER POLE
A'
TELEPHONE PEDESTAL
BUILDING
xxx. xx'
BOUNDARY LINE
xxx.xx'
CENTER LINE
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WATER LINE
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SANITARY SEWER LINE
SS
OVERHEAD UTILITY LINE
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UNDERGROUND TELEPHONE
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UNDERGROUND FIBER
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LANDSCAPING
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story OIWN
DRA1E INLET
ELLV FL - 328.7076
SANITARY SEVEN
p MANHOLE
ELEV ;S9 KEY PAD ELEV TOP �2R3
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SKAGGS-ALBERTSONS SUBDIVISION
LOT 1
CONDITIONED STORAGE BUILDING
3 STORY BUILDING
37 FEET HEIGHT
1 I — —
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ASPHALT 5- 01A)
STOW CRAIN
ASPHALT INLET
ELEV TOP - 3U.12
NUMBER
DELTA ANGLE
RADIUS
ARC LENGTH
CHORD DIRECTION
CHORD LENGTH
1
12°48'03"
188.38
42.09
N87°05'22E
42.00
2
10°39'20"
138.38
25.74
S86°10'12"W
25.70
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02°09'11,
138.38
1 5.20
I N8702633"W
1 5.20
15' 0' 30. 60'
SCALE: 1"-- 30'
LEGAL DESCRIPTION:
PART OF THE NY2 OF THE SWI/4, NE 1/4 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 NY2, SlM/4, NE%; THENCE S87°51'08"E
FOR 200.00 ; THENCE NO2°57'12"E FOR 150.00' TO A 5/9" IRON PIPE;
THENCE S87054'48"E FOR 58.00' TO THE BEGINNING OF A CURVE AND
A 5/g'IRON PIPE; THENCE ALONG SAID CURVE TURNING TO THE LEFT
THROUGH AN ANGLE OF 12048'03", HAVING A RADIUS OF 188.38', AND
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WHOSE LONG CHORD BEARS N87°02'27"E FOR 42.0V TO A %" IRON
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PIPE; THENCE N09°21'34"W FOR 50.00' TO THE BEGINNING OF A
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CURVE AND 5/8" IRON PIPE; THENCE ALONG SAID CURVE TURNING TO
THE RIGHT THROUGH AN ANGLE OF 10046'52', HAVING A RADIUS OF
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138.38' AND WHOSE LONG CHORD BEARS S86-01-52-W FOR 26.00' TO
THE BEGINNING OF A CURVE AND A 50RON 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 N87°34'07"W 4.88' TO AN Sig" IRON PIPE; THENCE N87"54'48"W
.°'"96.3T TO A
8"OD R
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Sib" IRON PIPE; THENCE N26002'15"E FOR 106.70' TO A 58" IRON PIPE ON
THE SOUTHERLY RIGHT OF WAY LINE OF RODNEY PARHAM ROAD;
THENCE N61026'33"W ALONG SAID SOUTHERLY RIGHT OF WAY LINE
FOR 125.80' TO A%' IRON PIPE AND THE EASTERLY LINE OF SAID 1;
THENCE S39°06'27"W FOR 156.39' ALONG SAID EASTERLY LINE TO A
%" REBAR: THENCE CONTINUE ALONG SAID EASTERLY LINE
S02°23'27"W FOR 324.84' TO THE POINT OF BEGINNING.
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NOTE:
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COUNTY ASSESSOR RECORDS INDICATE THE THE SUBJECT
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PROPERTY CONSIST OF PART OR ALL OF LOTS 2, 3, 7, 8,13 & 14 OF
SATTERFIELD SUBDIVISION, THE EXCLUSIVE RIGHT OF WAY AND
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EASEMENT DEED TO THE CITY OF LITTLE ROCK FILED AT
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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
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
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NOT CONTAIN DEDICATION STATEMENT, ACCEPTANCE BY ANY CITY
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OR COUNTY AUTHORITY, AND NO CERTIFICATIONS OR SIGNATURES.
NO OTHER DOCUMENTS OR INFORMATION HAVE BEEN PROVIDED TO
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THE SURVEYOR REGARDING THE SATTERFIELD SUBDIVISION. IT IS
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UNKNOWN AS TO WHETHER THIS SUBDIVISION LEGALLY EXIST OR
HOW IT MAY OR MAY NOT AFFECT THE SUBJECT PROPERTY,
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�[ o FLOOD STATEMENT:
ml ACCORDING TO FEMA FLOOD INSURANCE RATE MAP (FIRM)
m 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.
T,*.j[ MARLAR ENGINEERING CO., INC.
iEic 5318 John F. Kennedy Boulevard
North Little Rock, Arkansas 72116
INCORPORATED Phone: (501) 753-1987
No. 6907