Z-5668-H Map 3SIGN 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 Chart:
12 HANDICAP SPACES
400 REGULAR SPACES
• 412 TOTAL SPACES
• DENOTES PARKING SPACES USED AS
CART CORRAL - SPACES NOT COUNTED
AS REGULAR PARKING SPACES
W M c') I
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Plat Bk. F, Pg. 103
Mag Nail 10���
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FLOOD STATEMENT:
BY GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP N0.
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 BY THE 100 -YEAR FLOOD, AND
\ ZONE X (OTHER AREAS) AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN,
AE \
\ s (Unplatted)
\ \ see
\ 9B.
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(20 \ \ \ 377y,
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/ N O 90 \
Back -u Generator \a`h•
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Enclosed by 8' oS /t ��Con M \ atoin/
Chainlink Fence yp. ), yp_c( \ oto/ ,\, �n9�„_
h'o
71S,7J 06
COI
Lot 1 RR:
\ \ Ca 12.862 Acres +/-
x mop
40�6 560,255 Square Feet +l -
\y
�
Too/ -
\
qs �OOn
R \ 'ohOlt
R � �
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0' Easement
Lot 2, Morris Corr-
Plot
orr-Plat Book E, Page =_
CP
GENERAL NOTES:
LINE
1. THE PROJECT BEARINGS ARE BASED ON THE PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (P.A.G.I.S.).
N 8724'48' W
2. THIS PROPERTY IS WITHIN THE CITY UNITS OF LITTLE ROCK, ARKANSAS.
L1
3. EASEMENT WIDTHS ARE AS SHOWN AND MAY BE USED FOR DRAINAGE AND/OR UTILITIES EXCEPT AS MAY BE
00.28'42"
NOTED.
S 87°24'48° E 101.10'
\
N
5. UNEAR ERROR OF CLOSURE EXCEEDS 1:10,000.
///
Point of Commencement/
\NW Corner Lot 1 Morris \ \
Commercial Addition
NE Corner, Section 5,
T -1-N, R -13-W,
7, ANY SERVITUDES AND RESTRICTIONS SHOWN ON THIS SURVEY ARE UNITED TO THOSE SET FORTH IN THE
-
Per Plat Bk. E, Pg. 551 \
Per Plat Book F, Page 101
AND RESTRICTIONS ARE SHOWN HEREON.
N
63'02'55"
E
50.71'
L5
N
\
w
38.16'
L6
S
63'02'53"
E
19.60'
L7
N
26'57'07"
E
18.00'
I�
S
6738'42"
\Z
45.00'
co�oR
S
41'42'31"
E
31.85'
L10
S
3> �
/
26.17'
Q
CALCULATED POINTS
a/
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N
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IP
TYPICAL
INTERMEDIATE PRESSURE
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Plat Bk. F, Pg. 103
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FLOOD STATEMENT:
BY GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP N0.
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 BY THE 100 -YEAR FLOOD, AND
\ ZONE X (OTHER AREAS) AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN,
AE \
\ s (Unplatted)
\ \ see
\ 9B.
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(20 \ \ \ 377y,
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Back -u Generator \a`h•
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Chainlink Fence yp. ), yp_c( \ oto/ ,\, �n9�„_
h'o
71S,7J 06
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Lot 1 RR:
\ \ Ca 12.862 Acres +/-
x mop
40�6 560,255 Square Feet +l -
\y
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\
qs �OOn
R \ 'ohOlt
R � �
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Lot 2, Morris Corr-
Plot
orr-Plat Book E, Page =_
CP
<O
N
LO
n
NE Corner, Lot 1-R, 3
(Plat Book F, Page 101)
\ N
\ \\ o
\ �O
\ �\
® \
N = 154129.69
\ E = 1188729.47
ro ®CanC. \ \\ \ \
<aaan 1
�C2g 9 pot
7 ` k
REFERENCE MATERIAL:
'PLAT OF LOTS 1 AND 2, MORRIS COMMERCIAL ADDITION,
RECORDED IN PLAT BOOK E. PAGE 551.
2. PUT OF LOT 1R BEING A REPLAT OF PART OF LOT 1,
MORRIS COMMERCIAL ADDITION, RECORDED IN PLAT BOOK F.
PACE 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 PLAT BOOK E,
PAGE 942.
6. PRELIMINARY PLAT OF LOT IRR AND LOT 3. NORMS
COMMERCIAL ADDITION. DATED 7/6/10, REVISED 7/28/10.
GENERAL NOTES:
LINE
1. THE PROJECT BEARINGS ARE BASED ON THE PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (P.A.G.I.S.).
- - PROPERTY LINE
2. THIS PROPERTY IS WITHIN THE CITY UNITS OF LITTLE ROCK, ARKANSAS.
L1
3. EASEMENT WIDTHS ARE AS SHOWN AND MAY BE USED FOR DRAINAGE AND/OR UTILITIES EXCEPT AS MAY BE
00.28'42"
NOTED.
30.00'
4. DISTANCES SHOWN ON CURVES ARE CHORD DISTANCES.
N
5. UNEAR ERROR OF CLOSURE EXCEEDS 1:10,000.
///
Point of Commencement/
6. BUILDING SETBACKS ARE AS SHOWN.
NE Corner, Section 5,
T -1-N, R -13-W,
7, ANY SERVITUDES AND RESTRICTIONS SHOWN ON THIS SURVEY ARE UNITED TO THOSE SET FORTH IN THE
Pulaski County, Arkansas
DESCRIPTION FURNISHED TO SURVEYOR, AND THERE IS NO REPRESENTATION THAT ALL APPLICABLE SERVITUDES
Per Plat Book F, Page 101
AND RESTRICTIONS ARE SHOWN HEREON.
<O
N
LO
n
NE Corner, Lot 1-R, 3
(Plat Book F, Page 101)
\ N
\ \\ o
\ �O
\ �\
® \
N = 154129.69
\ E = 1188729.47
ro ®CanC. \ \\ \ \
<aaan 1
�C2g 9 pot
7 ` k
REFERENCE MATERIAL:
'PLAT OF LOTS 1 AND 2, MORRIS COMMERCIAL ADDITION,
RECORDED IN PLAT BOOK E. PAGE 551.
2. PUT OF LOT 1R BEING A REPLAT OF PART OF LOT 1,
MORRIS COMMERCIAL ADDITION, RECORDED IN PLAT BOOK F.
PACE 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 PLAT BOOK E,
PAGE 942.
6. PRELIMINARY PLAT OF LOT IRR AND LOT 3. NORMS
COMMERCIAL ADDITION. DATED 7/6/10, REVISED 7/28/10.
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
80'12'40"
E
38.16'
L6
S
63'02'53"
E
19.60'
L7
N
26'57'07"
E
18.00'
L8
S
6738'42"
E
45.00'
L9
S
41'42'31"
E
31.85'
L10
S
14'27'18" W
26.17'
� \ 1
W C�/Le � •
> Water Li e
- - PROPERTY LINE
❑T
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-
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0
9 (Bk. 1416, Pg, 125)
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-93 SANITARY SEWER LINE
0V`
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1
LANDSCAPED AREA
Lot 1, T.H.J.R. Addition
Plat Book E, Page 942
N
Q
m
3421'_W _ _ - sa -
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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 articular) described as follows:
particularly
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 Tabor 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 ❑ 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
rebor 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, CITY OF LITTLE ROCK PLANNING & DEVELOPMENT (501-371-6817).
HEIGHT REGULATIONS NO BUILDING HEREAFTER ERECTED OR STRUCTURALLY ALTERED SHALL EXCEED A
HEIGHT OF THIRTY-FIVE (35) FEET.
AREA REGULATIONS
FRONT YARD THERE SHAT BE A FRONT YARD HAVING A DEPTH OF NOT LESS THAN TWENTY-FIVE (25)
FEET TO THE FRONT UNE OF THE BUILDING. WHERE THE TWO (2) ADJACENT BUILDINGS ARE CLOSER THAN
TWENTY-FIVE (25) FEET TO THE PROPERTY UNE, SAID ESTABLISHED SETBACK LINE WILL PREVAIL ON
SUBJECT PROPERTY.
SIDE YARD. NO SIDE YARD SHALL BE REQUIRED EXCEPT WHERE ABUTTING A RESIDENTI4L DISTRIC'.; 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 HAVING A DEPTH OF NOT LESS THAN TWENIY-FIVE (25) FEET.
IN THE CASE OF A CORNER LOT. HOWEVER, AND WHEN PROVIDING A TWENTY -FIVE-FOOT EXTERIOR SIDE
YARD THE REAR YARD MAY BE REDUCED TO NOT LESS THAN FIFTEEN (15) FEET.
LOT AREA REGULATIONS_ THERE SHALL BE A MINIMUM LOT ATEA OF FOURTEEN THOUSAND (14,000)
SQUARE FEET. IN ADDITION. THERE SHALL BE A LOT WIDTH OF NOT LESS THAN ONE HUNDRED (100) FEET.
Q61112toP
LEGEND
O
®
> Water Li e
- - PROPERTY LINE
❑T
W
5 ent Iota ion
e f' c tion of
-
�If W W 50' Waterline Easement
0
9 (Bk. 1416, Pg, 125)
SEWER MANHOLE
ESMT.
4 Pg. 34
qQS��p
y;
FIRE HYDRANT
_31111
-93 SANITARY SEWER LINE
-
aSouthwest Corner
M NWt/4 NW1/4 Section 4,
/T
-
-1-N, R -13-W,
10
1
Per Plat Book E, Page 942
T -T TELEPHONE UNE
E--
GUY ANCHOR
� I o
F/0- F/O FIBER OPTICS LINE
C_Qo
POWER POLE w/TRANSFORMER & LIGHT
-
U).Lot 2, T.H.J.R. Addition
#
POWER POLE w/LIGHT
Plat Book E, Page 942
AS PER CITY OF LITTLE ROCK ZONING
O
N = 153495.58
3421'_W _ _ - sa -
G� � ®_� _ OHE 3
/ n L _ _ _ OHE--\\- OHE
g a a66"5828 t �� 'r1 5' Conc. Walk- Conc. Apron --
jpz vm 4-
T3.6V �-
s R 5�59�1�a F
ATG , / -► ®_ oyF
Night so MWakl2am aries a ¢ ~ -
® i _ - _ - - - _ ~ _ - _ -
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 articular) described as follows:
particularly
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 Tabor 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 ❑ 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
rebor 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, CITY OF LITTLE ROCK PLANNING & DEVELOPMENT (501-371-6817).
HEIGHT REGULATIONS NO BUILDING HEREAFTER ERECTED OR STRUCTURALLY ALTERED SHALL EXCEED A
HEIGHT OF THIRTY-FIVE (35) FEET.
AREA REGULATIONS
FRONT YARD THERE SHAT BE A FRONT YARD HAVING A DEPTH OF NOT LESS THAN TWENTY-FIVE (25)
FEET TO THE FRONT UNE OF THE BUILDING. WHERE THE TWO (2) ADJACENT BUILDINGS ARE CLOSER THAN
TWENTY-FIVE (25) FEET TO THE PROPERTY UNE, SAID ESTABLISHED SETBACK LINE WILL PREVAIL ON
SUBJECT PROPERTY.
SIDE YARD. NO SIDE YARD SHALL BE REQUIRED EXCEPT WHERE ABUTTING A RESIDENTI4L DISTRIC'.; 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 HAVING A DEPTH OF NOT LESS THAN TWENIY-FIVE (25) FEET.
IN THE CASE OF A CORNER LOT. HOWEVER, AND WHEN PROVIDING A TWENTY -FIVE-FOOT EXTERIOR SIDE
YARD THE REAR YARD MAY BE REDUCED TO NOT LESS THAN FIFTEEN (15) FEET.
LOT AREA REGULATIONS_ THERE SHALL BE A MINIMUM LOT ATEA OF FOURTEEN THOUSAND (14,000)
SQUARE FEET. IN ADDITION. THERE SHALL BE A LOT WIDTH OF NOT LESS THAN ONE HUNDRED (100) FEET.
Q61112toP
E = 1188716.47
LEGEND
O
®
FND 1/2 RB (UNLESS NOTED)
WATER METER CPS COTTON PICKER SPINDLE
- - PROPERTY LINE
❑T
TELEPHONE RISER
-
- - CENTERLINE
SEWER MANHOLE
ESMT.
M r WATER LINE
qQS��p
y;
FIRE HYDRANT
_31111
-93 SANITARY SEWER LINE
77
SIGN/SIGN POST
-
GAS- QAIBGAS LINE
Mark
Date
CART CORRALS PARKING LOT LIGHTS - 3
T -T TELEPHONE UNE
E--
GUY ANCHOR
-
F/0- F/O FIBER OPTICS LINE
C_Qo
POWER POLE w/TRANSFORMER & LIGHT
-
AS MEASURED IN FIELD
#
POWER POLE w/LIGHT
(zj
AS PER CITY OF LITTLE ROCK ZONING
O
BOLLARD
By
E.M.
ELECTRIC METER
D.I.R.
DEVELOPMENT INVESTIGATION REPORT
OR
r' SHOWN FOR DIRECTION ONLY
P. P.
POWER POLE
(UNE CONTINUES)
UGE
UNDERGROUND ELECTRIC
Q
CALCULATED POINTS
OHE
OVERHEAD ELECTRIC
d���/fit RECEIVED
SET 1/2" REBAR w/CAP (UNLESS NOTED)
TYP.
IP
TYPICAL
INTERMEDIATE PRESSURE
E = 1188716.47
O
®
FND 1/2 RB (UNLESS NOTED)
WATER METER CPS COTTON PICKER SPINDLE
Date
By
PLA PLASTIC
�
ESMT.
%Q
WATER VALVE (UNLESS NOTED) R2 GAS METER
1 12" W C N
74.66'.66' o
DENOTES SPACE USED FOR
z
Mark
Date
CART CORRALS PARKING LOT LIGHTS - 3
By
o C
4
rj- o PARKING LOT LIGHTS - 2
PARKING LOT LIGHTS - 1
a�
m E
All Symbols May Not Appear On Drawing. Use As Applicable.
Date
By
o.�
SHADED AREA SHOWN TO BE SOLD TO CHICK-FIL-A INC.,
00
ma
PROPOSED USE IS A RESTAURANT WHICH COMPLIES WITH
40 0 40 80
leo
CURRENT C-3 ZONING
Scale 1 " = 40'
z
d���/fit RECEIVED
N
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Date
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Job No.: 10012204
Store
2740
Date
AUG.,
2010
Drawn
By :
BMB
Checked By:
GNK
Sheet