HomeMy WebLinkAboutZ-8629-C Map 6SITE LIGHTING NOTE
PROJECT 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: 120,774t SF - GROSS BUILDING AREA
STORAGE UNITS: 750t
I
I
ABPIrLALT
LEGEND:
F
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
1. A VARIANCE FROM SECTION 36-622 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
I (CURRENTLY PAVED AREA).
..
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RB
/ $
PNaEcr 91
MAIOMUM 8
''. WHTX 16B SF
FOUND MONUMENT
•
SHADE & BUFFER TREES
FIRE HYDRANT
WATER VALVE
m
WATER METER
SANITARY MANHOLE
LIGHT POLE
0
POWER POLE W/ LIGHT
r0Y
POWER POLE
fo'
TELEPHONE PEDESTAL
10
BUILDING
xxx.XX'
BOUNDARY LINE
KxK.xx'
CENTER LINE
-------
WATER LINE
WA
SANITARY SEWER LINE
SS
OVERHEAD UTILITY LINE
OHE
UNDERGROUND TELEPHONE
LGT
UNDERGROUND FIBER
--uGFO
LANDSCAPING
V,
JSTING FIRE
HYDR
6
LLL - u
4
PAD
3
SANITARY SEVER
°
-
E�V FL We6
SUNNYMEADE DR
32&40
ELEV F. -325.446
50' RIGHT-OF-WAY
STORM DRAIN
CURB INLET
ELLV TOP - 330.8D
FL - 327M
Mnww
WIN
d3o vr.
w
gNlO%NG .
ELEV R. -
n
A4PH&T
U
MANHOLE sE+AEn
µwMaE
q
ELEV TOP - 3327
ELEV FL - SR7DR
q w
ELEV R.NINE - 326.48
N
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w
g3 NEW V PRNACY FENCE
iA
N
I`FYPAD
.51'
fmq
NEW V HT. MASONRY
TRASH ENCLOSURE
/
In
EXISTING S W. MASONRY
TRASH ENCLOSURE TO BE
REMOVED
ASPHYT
or/'
E 98.36'
SKAGGS-ALBERTSONS SUBDIVISION
LOT 1
61
STORM BRAIN
ORATE dLET
ELEV TOP - 2 70
EIEV TO _ 3330.5
�..� IL .
SEVER
- 33203
3Es.3+.
NO PARKING
CONDITIONED STORAGE BUILDING
3 STORY BUILDING
37 FEET HEIGHT
15, 0' 30, 60'
SCALE:
LEGAL DESCRIPTION:
PART OF THE W2 OF THE SW%4, NE'/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 N ' IRON PIPE AT THE SOUTHEAST CORNER OF LOT
1, SKAGGS-ALBERTSON SUBDIVISION AND BEING 200' EAST OF THE
SOUTHWEST CORNER OF SAID N!i, SWI/4, NE%4; THENCE S87°51'08"E
FOR 200.00; THENCE NO2°57'12"E FOR 150.00' TO A%" IRON PIPE;
THENCE S8705448"E FOR 58.00' TO THE BEGINNING OF A CURVE AND
A 58'IRON PIPE; THENCE ALONG SAID CURVE TURNING TO THE LEFT
THROUGH AN ANGLE OF 12°48'03", HAVING A RADIUS OF 188.38', AND
WHOSE LONG CHORD BEARS N87°02-27"E FOR 42.00' TO A %" IRON
PIPE; THENCE N09°21-34"W FOR 50.00' TO THE BEGINNING OF A
a CURVE AND %I' IRON PIPE; THENCE ALONG SAID CURVE TURNING TO
THE RIGHT THROUGH AN ANGLE OF 10°46'52", HAVING A RADIUS OF
1T 138.38' AND WHOSE LONG CHORD BEARS S86001'52"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
7W.
02°01" 1", HAVING A RADIUS OF 138.36 AND WHOSE LONG CHORD
WBEARS N87034'07'W 4.88' TO AN 58' IRON PIPE; THENCE N87054'48W
� s s
APP OXORM
FOR 95.10' TO A %" IRON PIPE; THENCE N01 023'36"E FOR 96.3T TO A
N
J°1 '- 6/g" IRON PIPE; THENCE N26°02'15"E FOR 106.70' TO A 5/8"IRON PIPE ON
m� w THE SOUTHERLY RIGHT OF WAY LINE OF RODNEY PARHAM ROAD;
E _ • THENCE N61°26'33"W ALONG SAID SOUTHERLY RIGHT OF WAY LINE
FL i' FOR 125.80' TO A Se" IRON PIPE AND THE EASTERLY LINE OF SAID 1;
\ THENCE S39006'27"W FOR 156.39' ALONG SAID EASTERLY LINE TO A
%" REBAR; THENCE CONTINUE ALONG SAID EASTERLY LINE
S02023'27"W FOR 324.84' TO THE POINT OF BEGINNING.
51
EEMD(TAT 5-22017A
2 D NAG LML
STOW ORAN
A&F�KT INLET
NUMBER
ii
DELTA Aim NGLE
RADIUS
ARC LENGTH
CHORD DIRECTION
CHORD LENGTH
C1
1 12°48'03"
1 188.38
42.09
N87"05'22"E
42.00
C2
I 10°39'20"
138.38
25.74
586°10'12"W
25.70
C3
1 02009#11"
1138.38
1 5.20
1 N87"2633°W
1 5.20
NOTE:
! $
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
I'9i
EASEMENT DEED TO THE CITY OF LITTLE ROCK FILED AT
R
rM
INSTRUMENT NO.80-21656 STATES THAT THE SATTERFIELD
CIS
SUBDIVISION IS UNRECORDED. PRIOR 2009 SURVEY OF SUBJECT
in
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
z
F
DEPICTS THE LAYOUT OF THE LOTS AND STREETS, HOWEVER DOES
NOT CONTAIN DEDICATION STATEMENT, ACCEPTANCE BY ANY CITY
$ OR COUNTY AUTHORITY, AND NO CERTIFICATIONS OR SIGNATURES.
a NO OTHER DOCUMENTS OR INFORMATION HAVE BEEN PROVIDED TO
a w THE SURVEYOR REGARDING THE SATTERFIELD SUBDIVISION. IT IS
w UNKNOWN AS TO WHETHER THIS SUBDIVISION LEGALLY EXIST OR w
z. wlHOW IT MAY OR MAY NOT AFFECT THE SUBJECT PROPERTY.
z
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o FLOOD STATEMENT:
m� 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.
TE OF °° ST,,,,,....
GG _^CO
AS �;re'�.
AozAMe.e 't,
REGISTERED
PROFESSIONAL I o ^ C_
Tk�,,A MARLAR ENGINEERING CO., INC.
JE� 5318 John F. Kennedy Boulevard
North Little Rock, Arkansas 72116
INCORPORATED Phone: (501 ) 753-1987
REVISION DATE DESCRIPTION BY