HomeMy WebLinkAboutZ-5668-D Map 6SIGN CHART:
1 HOME DEPOT W/UNDERGROUND ELECTRIC
2 RIGHT LANE MUST TURN RIGHT
3 STOP
4 YIELD
Existing Parking Spaces Chart:
12 HANDICAP SPACES
525 REGULAR SPACES
537 TOTAL SPACES
* DENOTES PARKING SPACES USED AS
CART CORRAL - SPACES NOT COUNTED
AS REGULAR PARKING SPACES
Revised Parking Spaces Cha
12 HANDICAP SPACES
400 REGULAR SPACES
• 412 TOTAL SPACES
• DENOTES PARKING SPACES USED AS
CART CORRAL - SPACES NOT COUNTED
AS REGULAR PARKING SPACES
t7
N 87*24'480 W \
`
S 872448" E
\ 101.10•
ti
NW Corner Lot 1 Morris \
Commercial Addition \ r Per Plat Bk. E, Pg. 551 \
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Lot 1, Greyrock Subdivision z
Plat Bk. F, Pg. 103
'V tisss
831646• 7
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FLOOD STATEMENT:
BY GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO.
0501810043 F. DATED OCTOBER 19, 2001, INDICATES THAT A PORTION OF THE PROPERTY
SHOWN ON SURVEY LIES WITHIN:
\
ZONE AE (BASE
FLOOD
ELEVATION DETERMINED) A SPECIAL FLOOD
HAZARD AREA (SFHAS)
\
SUBJECT TO INUNDATION
I)N
BY THE 100 -YEAR FLOOD, AND
\
@�
\
ZONE X (OTHER
AREAS)
AREAS DETERMINED TO BE OUTSIDE 500 -YEAR
FLOODPLAIN,
\
------
4E
oma® \ SSQ (Unplatted)
\ \461"
p1,
C7
i \COT \
\ �&
LINE TABLE:
LINE
- - - -- -� T -r -
25' Building
'1s ``ter rt
ip�
fQiq
'5
I)N
Olt
Or \
iPe
\
@�
7S@fr7eDt
Re
N
SP1
Rebar 120.
41.02'
Q°0°
0 �} N
-126.03'
.$
-�2/3a3g2 SIV- - -145.26_
OF
Y�
-43.0
L4
-
IL ®_
E
/ C
e
68° 5g25 L
5
\ 6377s
io
N 5'
\
38.16'
\
Back -u Generator
on Cone. Pad. &a//,
63'02'53"
eVh
2 R
Enclosed by 8'
Chainlink Fence yA.�
yp.��
N
t\ et%i
e°/Q ��9
I yO*fe
stoO De
AOt
CC
,7
Lot 1 RR:
\ \ \ Ca 12,$�"Fi Gres +/-
k mop
-40, 560,255 Square Feet +l -
y
\jh
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\� \ 1s GO
pha/t \
q. � Orrpe
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6 Lot 2, Morris Commercial
L/ Plat Book E, Page 551
,h
N�
0
5' Utility Easement
id
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v
GENERAL NOTES:
1. THE PROJECT BEARINGS ARE BASED ON THE PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (P.A.G.I.S.).
2. THIS PROPERTY IS WITHIN THE CITY UMITS OF LITTLE ROCK, ARKANSAS.
3. EASEMENT WIDTHS ARE AS SHOWN AND MAY BE USED FOR DRAINAGE AND/OR UTILITIES EXCEPT AS MAY BE
NOTED.
4. DISTANCES SHOWN ON CURVES ARE CHORD DISTANCES.
5. UNEAR ERROR OF CLOSURE EXCEEDS 1:10,000.
Point of Cam m encement/ 6. BUILDING SETBACKS ARE AS SHOWN.
NE Corner, Section 5, 7, ANY SERVITUDES AND RESTRICTIONS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE SET FORTH IN THE
T-1-11, R -13-W, DESCRIPTION FURNISHED TO SURVEYOR, AND THERE IS NO REPRESENTATION THAT ALL APPLICABLE SERVITUDES
Pulaski County, Arkansas AND RESTRICTIONS ARE SHOWN HEREON.
Per Plat Book F, Page 101
t0
O1
N
t)
n
NE Corner, Lot
(Plat Book F, Page 101)
\ N
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0
1
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06
'9S \ \ \ +�
'0/1 Q \ \ \ 9F
rke \ \
_ rO'®ConO'
?g S 9 IDoC
\` \ qs,
LINE TABLE:
LINE
- - - -- -� T -r -
25' Building
- -
DISTANCE
'5
I)N
.
c°/(
7S@fr7eDt
Re
GENERAL NOTES:
1. THE PROJECT BEARINGS ARE BASED ON THE PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (P.A.G.I.S.).
2. THIS PROPERTY IS WITHIN THE CITY UMITS OF LITTLE ROCK, ARKANSAS.
3. EASEMENT WIDTHS ARE AS SHOWN AND MAY BE USED FOR DRAINAGE AND/OR UTILITIES EXCEPT AS MAY BE
NOTED.
4. DISTANCES SHOWN ON CURVES ARE CHORD DISTANCES.
5. UNEAR ERROR OF CLOSURE EXCEEDS 1:10,000.
Point of Cam m encement/ 6. BUILDING SETBACKS ARE AS SHOWN.
NE Corner, Section 5, 7, ANY SERVITUDES AND RESTRICTIONS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE SET FORTH IN THE
T-1-11, R -13-W, DESCRIPTION FURNISHED TO SURVEYOR, AND THERE IS NO REPRESENTATION THAT ALL APPLICABLE SERVITUDES
Pulaski County, Arkansas AND RESTRICTIONS ARE SHOWN HEREON.
Per Plat Book F, Page 101
t0
O1
N
t)
n
NE Corner, Lot
(Plat Book F, Page 101)
\ N
\ � o
0
1
°fie
06
'9S \ \ \ +�
'0/1 Q \ \ \ 9F
rke \ \
_ rO'®ConO'
?g S 9 IDoC
\` \ qs,
LINE TABLE:
LINE
- - - -- -� T -r -
25' Building
- -
DISTANCE
'5
N
.
-
15' Ea e t I-
7S@fr7eDt
Re
N
SP1
Rebar 120.
41.02'
12
V -
0 �} N
-126.03'
.$
-�2/3a3g2 SIV- - -145.26_
OF
Y�
29.74-
LANDSCAPED AREA
E
C
N = 154129.69
E = 1188729.47
a \ �
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I
o
N7L\ 9111
(Unplatted)
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GoaO' I NA
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lid I \
j IC N
IIID
IIU
9
Jy I W
I w°
I 5
15.0 0
'0� Aix..
4e /
1,
LINE TABLE:
LINE
- - - -- -� T -r -
25' Building
- -
DISTANCE
'5
N
.
-
15' Ea e t I-
7S@fr7eDt
Re
N
1 2"
Rebar 120.
41.02'
12
V -
- -GH
-126.03'
.$
-�2/3a3g2 SIV- - -145.26_
OF
N 68-
29.74-
L4
-
IL ®_
E
/ C
e
68° 5g25 L
5
0
�r
io
N 5'
_
Conc. Walk
38.16'
Gg9
S
63'02'53"
E
19.60'
L7
N
21
E
ProRB69ffi 9
3 IV
f- - I -
Water Urle
Woco (iLo�n
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Lot 1, T.H.J.R. Addition
Plat Book E, Page 942
REFERENCE MATERIAL:
1. PLAT OF LOTS 1 AND 2, MORRIS COMMERCIAL ADOmON,
RECORDED IN PLAT BOOK E PAGE 551.
2. PLAT OF LOT 1R BEING A REPLAT OF PART OF LOT 1,
MORRIS COMMERCIAL ADDITION, RECORDED IN PLAT BOOK F.
PAGE 101.
3. HOME DEPOT SITE PLAN BY GREENBERG FARROW
ARCHITECTURE INC.
4. SURVEY BY GLOBAL SURVEYING CONSULTANTS JOB NO.
09-1031.00, DATED 2/12/10, REVISED 8/17/10.
5. PLAT OF T.H.J.R. ADDITION ,RECORDED IN PIAT BOOK E,
PAGE 942.
e. PREUMINARY PLAT OF LOT 1RR AND LOT 3, MORRIS
COMMERCIAL ADDITION, DATED 7/6/10, REVISED 7/28/10.
2.48' - - -
W W 50' Waterline Easement
(Bk. 1416, Pg. 125)
Southwest Corner
NW1/4 NW1/4 Section 4,
T -1-N, R -13-W,
Per Plat Book E, Page 942
Lot 2, T.H.J.R. Addition
Plat Book E, Page 942
N 153495.58
E = 1188716.47
N
0
C N
0
a 0
wZ
ur
o �
a m
208.30• �\
DHE- OHE N 82°24'12"W
Conc. Apron \ 14.66'
O
\ West Markham St. -�
oy� Right o Way - Varies _
m s - - - - - - - _
v E
VICINITY MAP - 1 "=1, 000'
Lot iRR and Lot 3. Morris Commercial Addition Description:
A tract of land situated in Section 5, Township 1 North, Range 13 West, Pulaski County,
Arkansas being more particularly described as follows:
Commencing from the Northeast Corner of said Section 5, run thence South 01 degree 10
minutes 28 seconds West, along the east line of said Section 5, 752.96 feet to the point
of beginning; thence South 01 degree 10 minutes 28 seconds West, along said east line,
634.25 feet to a set 1/2 inch rebar with cap on the North Right of Way line of West
Markham Street, thence along said Right of Way line the following courses: North 82
degrees 24 minutes 12 seconds West, 14.66 feet to a set 1/2 inch rebar with cap; North
88 degrees 21 minutes 48 seconds West, 208.30 feet to a found 1/2 inch rebar; South
89 degrees 23 minutes 12 seconds West, 145.78 feet to a found 1/2 inch rebar; South
68 degrees 58 minutes 26 seconds West, 70.29 feet to a set 1/2 inch rebar with cap;
thence along a curve to the left, having a radius of 615.96 feet, an arc length of 71.78
feet and a chord bearing and distance of South 73 degrees 09 minutes 28 seconds West,
71.74 feet to a set 1/2" rebar with cap; thence North 08 degrees 35 minutes 17 seconds
West, leaving said right of way line, 58.61 feet to a found 1/2 inch rebar with cap;
thence North 60 degrees 15 minutes 52 seconds West, 233.35 feet to a found 1/2 Inch
rebar with cap; thence South 29 degrees 50 minutes 25 seconds West, 282.87 feet to a
set 1/2 inch rebar with cap on the North Right of Way line of Chenal Parkway; thence
North 55 degrees 55 minutes 46 seconds West, along said right of way line, 63.17 feet to
a set 1/2 inch rebar with cap; thence North 29 degrees 55 minutes 52 seconds East,
leaving said right of way line, 103.17 feet to a found 1/2 inch rebar with cap; thence
South 60 degrees 07 minutes 36 seconds East, 8.46 feet to a found 1/2 inch rebar with
cap; thence North 31 degrees 55 minutes 08 seconds East, 106.07 feet to a set 1/2 inch
rebar thence North 29 degrees 36 minutes 31 seconds East, 77.64 feet to a found mag
nail; thence along a curve to the left, having a radius of 120.78 feet , an arc length of
64.80 feet and a chord bearing and distance of North 14 degrees 11 minutes 28 seconds
East, 61.80 feet to a found mag nail; thence North 01 degree 10 minutes 42 seconds
West, 246.59 feet to a set cotton picker spindle (CPS); thence North 01 degree 17
minutes 52 seconds West, 140.22 feet to a set CPS; thence along a curve to the right,
having a radius of 107.07 feet, an arc length of 47.33 feet and a chord bearing and
distance of North 14 degrees 25 minutes 23 seconds East, 46.77 feet to a set CPS;
thence North 27 degrees 05 minutes 11 seconds East, 237.20 feet to a found 1/2 inch
rebar with cap; thence North 02 degrees 51 minutes 50 seconds East, 105.16 feet to a
found 1/2 inch rebar with cap; thence South 87 degrees 24 minutes 48 seconds East,
101.10 feet to a set 1/2 inch rebar with cap; thence South 57 degrees 48 minutes 46
seconds East, 631.19 feet back to the point of beginning, said tract containing 611,735
`square feet or 14.044 acres more or less.
THE SUBJECT SITE IS CURRENTLY ZONED C-3 (GENERAL COMMERCIAL) PER PHONE CALL WITH DONNA
JAMES, CRY OF LITTLE ROCK PLANNING 8 DEVELOPMENT (501-371-8817).
HEIGHT REGULATIONS NO BUILDING HEREAFTER ERECTED OR STRUCTURALLY ALTERED SHALL EXCEED A
HEIGHT OF THIRTY-FIVE (35) FEET.
AREA REGULATIONS -
FRONT YARD. THERE SWILL BE A FRONT YARD HAVING A DEPTH OF NOT LESS THAN TWENTY-FIVE (25)
FEET TO THE FRONT LINE OF THE BUILDING. WHERE THE TWO (2) ADJACENT BUILDINGS ARE CLOSER THAN
TWENTY -FARE (25) FEET TO THE PROPERTY UNE, SAID ESTABLISHED SETBACK UNE WILL PREVAIL ON
SUBJECT PROPERTY.
SIDE YARD. NO SIDE YARD SHALL BE REQUIRED EXCEPT WHERE ABUTTING A RESIDENTIAL DISTRICT; THEN
THERE SHALL BE A SIDE YARD WIDTH OF NOT LESS THAN FIFTEEN (15) FEET. ON A CORNER LOT, THE
SIDE YARD ON THE STREET SIDE OR EXTERIOR SIDE SHALL BE EQUAL TO THE FRONT YARD SETBACK.
REAR YARD. THERE SHALL BE A REAR YARD RAVING A DEPTH OF NOT LESS THAN TWENTY-FIVE (25) FEET.
IN THE CASE OF A CORNER LOT, HOWEVER, AND WHEN PROVIDING A TWENTY -FIVE-FOOT EXTERIOR S1DE
YARD THE REAR YARD MAY BE REDUCED TO NOT LESS THAN FIFTEEN (15) FEET.
OT AR A R 2111.0 aS THTAF. SHALL BE A MINIMUM LOT AR'A OF FOURTEEN THOUSAND (14,000)
SQUARE FEET. IN ADDITION, THERE SHALL BE A LOT WIDTH OF NOT LESS THAN ONE HUNDRED (100) FEET.
LINE TABLE:
LINE
BEARING
- - PROPERTY LINE
DISTANCE
L1
N
00'28'42"
E
30.00'
L2
N
74'47'03"
W
41.02'
L3
N
27'47'15"
W
29.74-
L4
N
63'02'55"
E
50.71'
L5
N
8012'40"
E
38.16'
L6
S
63'02'53"
E
19.60'
L7
N
21
E
18.00'
L8S
ELECTRIC METER
62'38'42"
E
45.00'
L9
S
41'42'31"
E
31.85'
L10
S
14'2718" W
26.17'
2.48' - - -
W W 50' Waterline Easement
(Bk. 1416, Pg. 125)
Southwest Corner
NW1/4 NW1/4 Section 4,
T -1-N, R -13-W,
Per Plat Book E, Page 942
Lot 2, T.H.J.R. Addition
Plat Book E, Page 942
N 153495.58
E = 1188716.47
N
0
C N
0
a 0
wZ
ur
o �
a m
208.30• �\
DHE- OHE N 82°24'12"W
Conc. Apron \ 14.66'
O
\ West Markham St. -�
oy� Right o Way - Varies _
m s - - - - - - - _
v E
VICINITY MAP - 1 "=1, 000'
Lot iRR and Lot 3. Morris Commercial Addition Description:
A tract of land situated in Section 5, Township 1 North, Range 13 West, Pulaski County,
Arkansas being more particularly described as follows:
Commencing from the Northeast Corner of said Section 5, run thence South 01 degree 10
minutes 28 seconds West, along the east line of said Section 5, 752.96 feet to the point
of beginning; thence South 01 degree 10 minutes 28 seconds West, along said east line,
634.25 feet to a set 1/2 inch rebar with cap on the North Right of Way line of West
Markham Street, thence along said Right of Way line the following courses: North 82
degrees 24 minutes 12 seconds West, 14.66 feet to a set 1/2 inch rebar with cap; North
88 degrees 21 minutes 48 seconds West, 208.30 feet to a found 1/2 inch rebar; South
89 degrees 23 minutes 12 seconds West, 145.78 feet to a found 1/2 inch rebar; South
68 degrees 58 minutes 26 seconds West, 70.29 feet to a set 1/2 inch rebar with cap;
thence along a curve to the left, having a radius of 615.96 feet, an arc length of 71.78
feet and a chord bearing and distance of South 73 degrees 09 minutes 28 seconds West,
71.74 feet to a set 1/2" rebar with cap; thence North 08 degrees 35 minutes 17 seconds
West, leaving said right of way line, 58.61 feet to a found 1/2 inch rebar with cap;
thence North 60 degrees 15 minutes 52 seconds West, 233.35 feet to a found 1/2 Inch
rebar with cap; thence South 29 degrees 50 minutes 25 seconds West, 282.87 feet to a
set 1/2 inch rebar with cap on the North Right of Way line of Chenal Parkway; thence
North 55 degrees 55 minutes 46 seconds West, along said right of way line, 63.17 feet to
a set 1/2 inch rebar with cap; thence North 29 degrees 55 minutes 52 seconds East,
leaving said right of way line, 103.17 feet to a found 1/2 inch rebar with cap; thence
South 60 degrees 07 minutes 36 seconds East, 8.46 feet to a found 1/2 inch rebar with
cap; thence North 31 degrees 55 minutes 08 seconds East, 106.07 feet to a set 1/2 inch
rebar thence North 29 degrees 36 minutes 31 seconds East, 77.64 feet to a found mag
nail; thence along a curve to the left, having a radius of 120.78 feet , an arc length of
64.80 feet and a chord bearing and distance of North 14 degrees 11 minutes 28 seconds
East, 61.80 feet to a found mag nail; thence North 01 degree 10 minutes 42 seconds
West, 246.59 feet to a set cotton picker spindle (CPS); thence North 01 degree 17
minutes 52 seconds West, 140.22 feet to a set CPS; thence along a curve to the right,
having a radius of 107.07 feet, an arc length of 47.33 feet and a chord bearing and
distance of North 14 degrees 25 minutes 23 seconds East, 46.77 feet to a set CPS;
thence North 27 degrees 05 minutes 11 seconds East, 237.20 feet to a found 1/2 inch
rebar with cap; thence North 02 degrees 51 minutes 50 seconds East, 105.16 feet to a
found 1/2 inch rebar with cap; thence South 87 degrees 24 minutes 48 seconds East,
101.10 feet to a set 1/2 inch rebar with cap; thence South 57 degrees 48 minutes 46
seconds East, 631.19 feet back to the point of beginning, said tract containing 611,735
`square feet or 14.044 acres more or less.
THE SUBJECT SITE IS CURRENTLY ZONED C-3 (GENERAL COMMERCIAL) PER PHONE CALL WITH DONNA
JAMES, CRY OF LITTLE ROCK PLANNING 8 DEVELOPMENT (501-371-8817).
HEIGHT REGULATIONS NO BUILDING HEREAFTER ERECTED OR STRUCTURALLY ALTERED SHALL EXCEED A
HEIGHT OF THIRTY-FIVE (35) FEET.
AREA REGULATIONS -
FRONT YARD. THERE SWILL BE A FRONT YARD HAVING A DEPTH OF NOT LESS THAN TWENTY-FIVE (25)
FEET TO THE FRONT LINE OF THE BUILDING. WHERE THE TWO (2) ADJACENT BUILDINGS ARE CLOSER THAN
TWENTY -FARE (25) FEET TO THE PROPERTY UNE, SAID ESTABLISHED SETBACK UNE WILL PREVAIL ON
SUBJECT PROPERTY.
SIDE YARD. NO SIDE YARD SHALL BE REQUIRED EXCEPT WHERE ABUTTING A RESIDENTIAL DISTRICT; THEN
THERE SHALL BE A SIDE YARD WIDTH OF NOT LESS THAN FIFTEEN (15) FEET. ON A CORNER LOT, THE
SIDE YARD ON THE STREET SIDE OR EXTERIOR SIDE SHALL BE EQUAL TO THE FRONT YARD SETBACK.
REAR YARD. THERE SHALL BE A REAR YARD RAVING A DEPTH OF NOT LESS THAN TWENTY-FIVE (25) FEET.
IN THE CASE OF A CORNER LOT, HOWEVER, AND WHEN PROVIDING A TWENTY -FIVE-FOOT EXTERIOR S1DE
YARD THE REAR YARD MAY BE REDUCED TO NOT LESS THAN FIFTEEN (15) FEET.
OT AR A R 2111.0 aS THTAF. SHALL BE A MINIMUM LOT AR'A OF FOURTEEN THOUSAND (14,000)
SQUARE FEET. IN ADDITION, THERE SHALL BE A LOT WIDTH OF NOT LESS THAN ONE HUNDRED (100) FEET.
`N SHADED AREA SHOWN TO BE SOLD TO CHICK-FIL-A INC.,
co 0- PROPOSED USE IS A RESTAURANT WHICH COMPLIES WITH
40 0 40 e0 120 CURRENT C-3 ZONING
Scale 1 " = 40' (GrrrLsioN RECEIVED
�ltiLE R,�i< F'L 1'� 1 )eh SEP 2 8 2010
t F. ih•
L'N
Revisions:
LEGEND
Mark
Date
- - PROPERTY LINE
❑T
TELEPHONE RISER
- - CENTERLINE
SEWER MANHOLE
r r WATER LINEFIRE
rX
HYDRANT
SS - SS SANITARY SEWER LINE
rlSIGN/SIGN
POST
--
d5 -OAS GAS LINE
T - T TELEPHONE LINE
GUY ANCHOR
F/0- F/l FIBER OPTICS LINE
L� 1
POWER POLE ./TRANSFORMER & LIGHT
(m)
AS MEASURED IN FIELD
POWER POLE w/LIGHT
W
AS PER CIN OF LITTLE ROCK ZONING
O
BOLLARD
E.M.
ELECTRIC METER
Z
D. LR.
DEVELOPMENT INVESTIGATION REPORT
OR
SHOWN FOR DIRECTION ONLY
P.P.
POWER POLE
r-1
(LINE CONTINUES)
UGE
UNDERGROUND ELECTRIC
Q
CALCULATED POINTS
OHE
OVERHEAD ELECTRIC
0
SET 1/2" REBAR w/CAP (UNLESS NOTED)
TYP.
TYPICAL
Q
END 1/2" R8 (UNLESS NOTED)
IP
INTERMEDIATE PRESSURE
®
WATER METER
CPS
COTTON PICKER SPINDLE
y
PLA
PLASTIC
WV
^^
W
WATER VALVE (UNLESS NOTED)
K2
GAS METER
0
DENOTES SPACE USED FOR
❑
}
WLU
CART CORRALS
0+O
PARKING LOT LIGHTS - 3
C14
Qti
C-•-�
PARKING LOT LIGHTS - 2
Q
PARKING LOT LIGHTS - 1
!w
�+
= Z Y
All Symbols May Not Appear On Drawinq. Use As Applicable.
`N SHADED AREA SHOWN TO BE SOLD TO CHICK-FIL-A INC.,
co 0- PROPOSED USE IS A RESTAURANT WHICH COMPLIES WITH
40 0 40 e0 120 CURRENT C-3 ZONING
Scale 1 " = 40' (GrrrLsioN RECEIVED
�ltiLE R,�i< F'L 1'� 1 )eh SEP 2 8 2010
t F. ih•
L'N
Revisions:
Mark
Date
By
9/21/10 GNK
ADDED ESMT.
Mark
Date
By
Mark
Date
By
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Job No.: 10012204
Store
2740
Date
AUG.,
2010
Drawn
By
BMB
Checked By :
GNK
Sheet
z _�z6