HomeMy WebLinkAboutZ-7154 Map 4EDGE OF
EXIST. PVMT.-
(APPROX. LOC.)
ADD ASPHALT_
AS REO'D
CONSTRUCT
CONSTRUCT
I
S89 E 44.03'
S 89°13"
CW
6' OPAQUE FENCE (OPTIONAL)
TO BE INSTALLED AS AN OPTION
TO DENSE EVERGREEN PLANTINGS
S 00°01'3 " W 288.00'
tANOSCAPING
27 `-EXISTING 6" SS (APPROX LOC.) 27
CONSTRUCT
* SIDEWALK
10' x 10' CONC.
DUMPSTER PAD
W/OPAQUE FENCE
LONGCOY STREET
7—�
S 00'00'10" W 18.76
LITTLE ROCK PLANNING CCMMISSION
SITE PLAN REVIEW
❑ APPROVED ❑ DENIED
❑ APPROVED W/RECOMMENDATIONS
DATE APPROVED:
CHAIRMAN:
GENERAL INFORMATION:
PROPOSED ZONE CLASSIFICATION: "POD" (0-1 USE)
FRONT SETBACK: 28.0' (28' REQUIRED)
SIDE SETBACK: 28.8' & 43 7' (28' REQUIRED)
REAR SETBACK: 243.2 (C' REQUIRED)
NUMBER OF PARKING SPACES (CHURCH):
STANDARD = 172, HC = 7, (TOTAL = 179)
z II
RS 10' A 11 _ GENERAL NOTES:
`\ R?0 Q p 1.) IRON PINS SHALL BE SET AT ALL LOT CORNERS.
`\
2.) SURVEYING PROVIDED BY DON BROOKS, RLS. LEMONS ENGINEERING
I ` 27 pp� _ CONSULTANTS ACCEPTS NO RESPONSIBILITY' FOR SURVEYING.
GRASS z. A 6' OPAQUE FENCE (OPTIONAL)
.m TO BE INSTALLED AS AN OPTION 3.) SITE LIGHTING MUST BE DIRECTED AWAY FROM ADJACENT RESIDENTIAL
TO DENSE EVERGREEN PLANTINGS ZONED PROPERTY.
R20' R3' 4.) EASEMENTS TO BE USED FOR UTILITIES & DRAINAGE.
* 5.) ATTENTION IS CALLED TO GRADING PLAN & DRAINAGE PLANS (SEPARATE
SHEETS) FOR ADDITIONAL INFORMATION.
f
I (J:. _ • I ' (FUTURE GYM) �a 6.) SEE FINAL PLAT FOR STREET &ALLEY CLOSURES.
�i t cs t3.5' _ t .' b o� 7.) SANCTUARY CAPACITY = 900 PEOPLE
' TYP A �J :� ° ASPHALT AREA (INCLUDING CURB)=86,097 SF
F -Ir wl I-20' , Sao REQUIRED INTERIOR LANDSCAPING= 6888 SF (SF x 0.08)
w
W S' vl f \� 5.0' LANDSCAPING w p
TOTAL LANDSCAPING (AS SHOWN)=37,968 SF
HI �I * u w INTERIOR LANDSCAPING = 5225 SF
�I O NI _��� z F m INTERIOR AT BUILDING = 25.32 SF
--- — -- - -- 27' aa- PERIMETER LANDSCAPING = 30,21 1 SF
I .�Y R20'
,TRUCT
EWALK �ryA 17''
I
• �•a'S' R20'
_ _ 7.0'
!8"E 9.96 I j 00"23'00" W 21 19' m
I s BUILDING AREA: ' S 00°21'53' W 144.92' g' S 00°25'42" W 46.48' S 00°20'23" W 96.56' $
18305 SQ FT RIO' 99. u
27' l
IN
I Q aD �-7.0'• 4'� _ t 6 SP CES B0�\ ; • Iz
z
I
8 PACS
,
O
I
_ . R20:0
X LANDSCAPING
u
W
1
eA
m 27' ' 2
�.-..'.
I
�,
rnl
a
I
LU
I 9.2.
Q
m
Is _. 1 R5'
25 SP ES 20 20
2•
I
m
OC
I
6tdY
>TRUCT
9' 14.1 '
LI0'
I
F-
U
Zj
N
u)
- -
I 5.0' I t 22 PAC (6') 25• F
r-
FCn
FJ-
~Y
J
Z
DC
' -r
Q
R3' N.
I
'
I
�
I'
I
r
15'I
iy a
I
�
v
I
o
.•
.Za
I`_•_
Rs• R14'
CONSTIR CT
'�
W�
.:.'.
iii
CURB II
. . . . ...—.—
'.
.• /�
,
R8' J g' R8,
R1
�I
4
�--
j
I
-<
25'
TYP
2 SPACES
I
I
Ln
w
.'.' .
.. .. LA,N¢SG11P/NG. 9. 27s.e2' ^�
�
20'
I
.•'i'U.
�
3
75.6. R5'
R5' R4'
R4'
27 `-EXISTING 6" SS (APPROX LOC.) 27
CONSTRUCT
* SIDEWALK
10' x 10' CONC.
DUMPSTER PAD
W/OPAQUE FENCE
LONGCOY STREET
7—�
S 00'00'10" W 18.76
LITTLE ROCK PLANNING CCMMISSION
SITE PLAN REVIEW
❑ APPROVED ❑ DENIED
❑ APPROVED W/RECOMMENDATIONS
DATE APPROVED:
CHAIRMAN:
GENERAL INFORMATION:
PROPOSED ZONE CLASSIFICATION: "POD" (0-1 USE)
FRONT SETBACK: 28.0' (28' REQUIRED)
SIDE SETBACK: 28.8' & 43 7' (28' REQUIRED)
REAR SETBACK: 243.2 (C' REQUIRED)
NUMBER OF PARKING SPACES (CHURCH):
STANDARD = 172, HC = 7, (TOTAL = 179)
z II
RS 10' A 11 _ GENERAL NOTES:
`\ R?0 Q p 1.) IRON PINS SHALL BE SET AT ALL LOT CORNERS.
`\
2.) SURVEYING PROVIDED BY DON BROOKS, RLS. LEMONS ENGINEERING
I ` 27 pp� _ CONSULTANTS ACCEPTS NO RESPONSIBILITY' FOR SURVEYING.
GRASS z. A 6' OPAQUE FENCE (OPTIONAL)
.m TO BE INSTALLED AS AN OPTION 3.) SITE LIGHTING MUST BE DIRECTED AWAY FROM ADJACENT RESIDENTIAL
TO DENSE EVERGREEN PLANTINGS ZONED PROPERTY.
R20' R3' 4.) EASEMENTS TO BE USED FOR UTILITIES & DRAINAGE.
* 5.) ATTENTION IS CALLED TO GRADING PLAN & DRAINAGE PLANS (SEPARATE
SHEETS) FOR ADDITIONAL INFORMATION.
f
I (J:. _ • I ' (FUTURE GYM) �a 6.) SEE FINAL PLAT FOR STREET &ALLEY CLOSURES.
�i t cs t3.5' _ t .' b o� 7.) SANCTUARY CAPACITY = 900 PEOPLE
' TYP A �J :� ° ASPHALT AREA (INCLUDING CURB)=86,097 SF
F -Ir wl I-20' , Sao REQUIRED INTERIOR LANDSCAPING= 6888 SF (SF x 0.08)
w
W S' vl f \� 5.0' LANDSCAPING w p
TOTAL LANDSCAPING (AS SHOWN)=37,968 SF
HI �I * u w INTERIOR LANDSCAPING = 5225 SF
�I O NI _��� z F m INTERIOR AT BUILDING = 25.32 SF
--- — -- - -- 27' aa- PERIMETER LANDSCAPING = 30,21 1 SF
I .�Y R20'
,TRUCT
EWALK �ryA 17''
I
• �•a'S' R20'
_ _ 7.0'
!8"E 9.96 I j 00"23'00" W 21 19' m
I s BUILDING AREA: ' S 00°21'53' W 144.92' g' S 00°25'42" W 46.48' S 00°20'23" W 96.56' $
18305 SQ FT RIO' 99. u
27' l
IN
I Q aD �-7.0'• 4'� _ t 6 SP CES B0�\ ; • Iz
z
I
8 PACS
,
O
I
_ . R20:0
X LANDSCAPING
u
W
1
eA
m 27' ' 2
�.-..'.
I
�,
rnl
a
I
r
I 9.2.
Q
m
Is _. 1 R5'
25.5'
2•
°ail
CD o
U
27'
6tdY
>TRUCT
8 PACS
LI0'
(n
U
Zj
N
u)
- -
I 5.0' I t 22 PAC (6') 25• F
r-
FCn
FJ-
~Y
J
Z
DC
wl
Q
R3' N.
I
a
Q
i
gni 1
I R t 8' 30' R4' 4p
I
r
�
N i
Q__
�► 22.24 J•
I
o
.•
.Za
— 28 BUILDING LINE_
Rs• R14'
�I
I
W�
A
I Re
. . . . ...—.—
'.
.• /�
,
R1
.'. .'.' '.'. ...'.- - 1 SP�CES 60') m J.'.
4
�--
I
-<
25'
R4
2 SPACES
27
I
Ln
six
.'.' .
.. .. LA,N¢SG11P/NG. 9. 27s.e2' ^�
0
'R4'
Rq5'
f
75.6. R5'
R5' R4'
R4'
I
R 4'
i
�,.
-- - ---------.
-----------
------------ ---��----------
------
6 ----------- NO2°5714"W 96.73 NO2'43'S3'E96.03'
9- N 00°00'23" W 171-02' R20' / R20• N 00`22'19" E 167.87
EXISTING 6' SW • . POSTING 6' SW
* It
w
Q
3
000
m
j
Z
I
27•
13 SP ES TYP
20,
NC
b
j
Cr
t=
\
~
m
z
o�g
o
z
z
~
j
W
m
0
R10LANDSCAPING
ZaZo
zw
4(~JEa C'
R1
ISS
119.03
R15' �--27'
R15' 3Zu
~`
o
SS
SS SS
SS SS
SS
SS SS SS
SS SS
S—
FW
27 `-EXISTING 6" SS (APPROX LOC.) 27
CONSTRUCT
* SIDEWALK
10' x 10' CONC.
DUMPSTER PAD
W/OPAQUE FENCE
LONGCOY STREET
7—�
S 00'00'10" W 18.76
LITTLE ROCK PLANNING CCMMISSION
SITE PLAN REVIEW
❑ APPROVED ❑ DENIED
❑ APPROVED W/RECOMMENDATIONS
DATE APPROVED:
CHAIRMAN:
GENERAL INFORMATION:
PROPOSED ZONE CLASSIFICATION: "POD" (0-1 USE)
FRONT SETBACK: 28.0' (28' REQUIRED)
SIDE SETBACK: 28.8' & 43 7' (28' REQUIRED)
REAR SETBACK: 243.2 (C' REQUIRED)
NUMBER OF PARKING SPACES (CHURCH):
STANDARD = 172, HC = 7, (TOTAL = 179)
z II
RS 10' A 11 _ GENERAL NOTES:
`\ R?0 Q p 1.) IRON PINS SHALL BE SET AT ALL LOT CORNERS.
`\
2.) SURVEYING PROVIDED BY DON BROOKS, RLS. LEMONS ENGINEERING
I ` 27 pp� _ CONSULTANTS ACCEPTS NO RESPONSIBILITY' FOR SURVEYING.
GRASS z. A 6' OPAQUE FENCE (OPTIONAL)
.m TO BE INSTALLED AS AN OPTION 3.) SITE LIGHTING MUST BE DIRECTED AWAY FROM ADJACENT RESIDENTIAL
TO DENSE EVERGREEN PLANTINGS ZONED PROPERTY.
R20' R3' 4.) EASEMENTS TO BE USED FOR UTILITIES & DRAINAGE.
* 5.) ATTENTION IS CALLED TO GRADING PLAN & DRAINAGE PLANS (SEPARATE
SHEETS) FOR ADDITIONAL INFORMATION.
f
I (J:. _ • I ' (FUTURE GYM) �a 6.) SEE FINAL PLAT FOR STREET &ALLEY CLOSURES.
�i t cs t3.5' _ t .' b o� 7.) SANCTUARY CAPACITY = 900 PEOPLE
' TYP A �J :� ° ASPHALT AREA (INCLUDING CURB)=86,097 SF
F -Ir wl I-20' , Sao REQUIRED INTERIOR LANDSCAPING= 6888 SF (SF x 0.08)
w
W S' vl f \� 5.0' LANDSCAPING w p
TOTAL LANDSCAPING (AS SHOWN)=37,968 SF
HI �I * u w INTERIOR LANDSCAPING = 5225 SF
�I O NI _��� z F m INTERIOR AT BUILDING = 25.32 SF
--- — -- - -- 27' aa- PERIMETER LANDSCAPING = 30,21 1 SF
I .�Y R20'
,TRUCT
EWALK �ryA 17''
I
• �•a'S' R20'
_ _ 7.0'
!8"E 9.96 I j 00"23'00" W 21 19' m
I s BUILDING AREA: ' S 00°21'53' W 144.92' g' S 00°25'42" W 46.48' S 00°20'23" W 96.56' $
18305 SQ FT RIO' 99. u
27' l
IN
I Q aD �-7.0'• 4'� _ t 6 SP CES B0�\ ; • Iz
AL DESCRIPTION
LOTS 1. 2, 3, 4, 5, 6, 7, 8, 9. 10, 11, & 12, BLOCK 157, AND
LOTS 7, 8, 9, 10, 11, & 12 BLOCK 158, AND LOTS 7, 8, 9, 10,
11, & 12, BLOCK 132, JOHN BARROWS ADDITION TO THE CITY OF
LITTLE ROCK, PULASKI COUNTY, ARKANSAS.
NOTE: NO CHANGES IN THIS PLAT ARE PERMITTED
WITHOUT APPROVAL OF LITTLE ROCK PLANNING COMMISSION
— SS SS SS SS SS SS SS SS SS SS SS SS -o- —
tEXISTING 8" SS (APPROX. LOC.) SSM -1
JOHN BARROW ROAD
(R/W VARIES)
EOP (APPROX. LOC.)
EXISTING 8" WATERLINE (APPROX. LOC.)
— w w w w w w w w w w w w w w —
CC
CD
NSTR CT
)EWAL
TM
FLOOD CERTIFICATION
BASED UPON REVIEW OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD
' CONSTRUCT HANDICAP RAMP TO ADA SPECIFICATIONS. INSURANCE PROGRAM, FIRM PANEL 10 OF 24, COMMUNITY PANEL NO. 050181 0010 E.
EFFECTIVE DATE: NOVEMBER 3, 1993, THE PROPERTY DEPICTED ON THIS PLAT IS NOT
LOCATED WITHIN THE 100 YEAR FLOOD PLAIN.
w
III
37 TM I ms'
am
y AAW
g J ► `i � d
L
D
7
Hw 43
- - W-44.
D LN 11, �
VICINITY MAP
SCALE: = 2000
30 0 30 60
Scale: 1 " = 30'
E
1 0
I
rN1 I o
1 C
TM r l
a
H o ui LtiW
1 L�YfF
�! w I
� .
N W W TN -* K------------
00
AM CA[El
Cl
z
I
Y R5
L�. 27' RIO' LANDSCAPING 22.24'
,
O
I
_ . R20:0
X LANDSCAPING
u
W
1
eA
m 27' ' 2
�.-..'.
I
a,
x
-2
GR,4SS 'D � � 22 PACS
r
Q
m
Is _. 1 R5'
srp�1
LL)
Q
U
27'
6tdY
>TRUCT
N
(n
U
B CUT—~I
,,_I
u)
- -
I 5.0' I t 22 PAC (6') 25• F
r-
FCn
FJ-
~Y
J
Z
DC
wl
Q
R3' N.
I
w
Q
i
gni 1
I R t 8' 30' R4' 4p
I
r
�
N i
Q__
�► 22.24 J•
I
o
.Za
— 28 BUILDING LINE_
�I
'.'.
8'e
. . . . . . . . . . . . .- ..
A
. . . . ...—.—
'.
.• /�
,
1
.'. .'.' '.'. ...'.- - 1 SP�CES 60') m J.'.
4
I
-<
o
GY
Ln
six
.'.' .
.. .. LA,N¢SG11P/NG. 9. 27s.e2' ^�
0
To
f
LANDSCAPWG .
Q
�,.
-- - ---------.
-----------
------------ ---��----------
------
6 ----------- NO2°5714"W 96.73 NO2'43'S3'E96.03'
9- N 00°00'23" W 171-02' R20' / R20• N 00`22'19" E 167.87
EXISTING 6' SW • . POSTING 6' SW
* It
AL DESCRIPTION
LOTS 1. 2, 3, 4, 5, 6, 7, 8, 9. 10, 11, & 12, BLOCK 157, AND
LOTS 7, 8, 9, 10, 11, & 12 BLOCK 158, AND LOTS 7, 8, 9, 10,
11, & 12, BLOCK 132, JOHN BARROWS ADDITION TO THE CITY OF
LITTLE ROCK, PULASKI COUNTY, ARKANSAS.
NOTE: NO CHANGES IN THIS PLAT ARE PERMITTED
WITHOUT APPROVAL OF LITTLE ROCK PLANNING COMMISSION
— SS SS SS SS SS SS SS SS SS SS SS SS -o- —
tEXISTING 8" SS (APPROX. LOC.) SSM -1
JOHN BARROW ROAD
(R/W VARIES)
EOP (APPROX. LOC.)
EXISTING 8" WATERLINE (APPROX. LOC.)
— w w w w w w w w w w w w w w —
CC
CD
NSTR CT
)EWAL
TM
FLOOD CERTIFICATION
BASED UPON REVIEW OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD
' CONSTRUCT HANDICAP RAMP TO ADA SPECIFICATIONS. INSURANCE PROGRAM, FIRM PANEL 10 OF 24, COMMUNITY PANEL NO. 050181 0010 E.
EFFECTIVE DATE: NOVEMBER 3, 1993, THE PROPERTY DEPICTED ON THIS PLAT IS NOT
LOCATED WITHIN THE 100 YEAR FLOOD PLAIN.
w
III
37 TM I ms'
am
y AAW
g J ► `i � d
L
D
7
Hw 43
- - W-44.
D LN 11, �
VICINITY MAP
SCALE: = 2000
30 0 30 60
Scale: 1 " = 30'
E
1 0
I
rN1 I o
1 C
TM r l
a
H o ui LtiW
1 L�YfF
�! w I
� .
N W W TN -* K------------
00
AM CA[El
Cl
z
p0
11)
O
Z
wow omw
C
u
W
U
eA
Q
0
a,
x
r
Q
m
srp�1
LL)
Q
U
W
6tdY
N
(n
U
i
,,_I
u)
- -
=
r-
FCn
FJ-
~Y
J
Z
DC
w
Q
U
o
w
Q
0
Z
O
r
N
rl�
O
N
W
Z
Q
CD7) �t
O
U Z >
Q
N Z
QO
SIDEWALK FOOTING TO BE PLACED
ADJACENT 10 ASPN4L7 DRMNC SURFACE
`INLIEU OF CONC. CURB/GUTTER
SEE PUtN / (KEBAB AS PER GREOTECHNtCAL REOUWREMEN75) t,
v
SLOPE AWAY rnm IK%Dm
1� Z
COMPACT TO 958 SP —
12' (n
F -
Z
Q
J
CONC. SIDEWALK — TYPE 'A'
NTS Z N
U O
N
O r
Z_ ~
W
W N
W X Q
W �— 0
Z N Z
I ZL�
24' 1 `'.' Lw Q
cn =
TYPICAL - CONC. CURB/GUTTER 00
NTS : q m
PAVEMENT STRUCTURE TO BE DETERMINED BY GEOTECHNICAL CONSULTANT JON U
u
W
A - 6' (SEE PLARS)
�- SLOPE TOWARDS STREET
_ T �
v 3
)
I � �
LPREPARED SUBORADE COMPACT TO 95% SP
0 o a
TYPICAL — CONC. SIDEWALK (TYPE 'B') U)
N.T.S. Z �' Q
3
0 o v
a o
11)
Z
W
U
In
u
O
a,
r
U
LL)
Q
W
v
U
.
Ln
Z
a1
�
Q__
a
o
.Za
I_
N
O
Ln
w
1
I
-<
o
Ln
0
To
f
Q
r
�
o
O
w
Q
3
000
m
L,
O
Z
I
Cr
t=
\
~
m
z
o�g
o
z
z
~
j
W
m
0
—
ZaZo
zw
4(~JEa C'
cid
o
w
o
LJI
L) a)
FW
z
U
0J
o�
r1
m
w
O
W
n>
OZ
Z
w
Dl
aam
Ca
w
N
rl�
O
N
W
Z
Q
CD7) �t
O
U Z >
Q
N Z
QO
SIDEWALK FOOTING TO BE PLACED
ADJACENT 10 ASPN4L7 DRMNC SURFACE
`INLIEU OF CONC. CURB/GUTTER
SEE PUtN / (KEBAB AS PER GREOTECHNtCAL REOUWREMEN75) t,
v
SLOPE AWAY rnm IK%Dm
1� Z
COMPACT TO 958 SP —
12' (n
F -
Z
Q
J
CONC. SIDEWALK — TYPE 'A'
NTS Z N
U O
N
O r
Z_ ~
W
W N
W X Q
W �— 0
Z N Z
I ZL�
24' 1 `'.' Lw Q
cn =
TYPICAL - CONC. CURB/GUTTER 00
NTS : q m
PAVEMENT STRUCTURE TO BE DETERMINED BY GEOTECHNICAL CONSULTANT JON U
u
W
A - 6' (SEE PLARS)
�- SLOPE TOWARDS STREET
_ T �
v 3
)
I � �
LPREPARED SUBORADE COMPACT TO 95% SP
0 o a
TYPICAL — CONC. SIDEWALK (TYPE 'B') U)
N.T.S. Z �' Q
3
0 o v
a o