HomeMy WebLinkAboutZ-7154 Map 3EDGE OF
EXIST. PVMT.-
(APPROX. LOC.)
ADD ASPHALT
AS REO'D
CONSTRUCT
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V. N 7.0' /� R3.' .'- \ 16 SP CES 60') I0)
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820.0' - 27 R10' LANDSCAPING 22.24'
I I .. , I '•' 27' ..... �' . - . LANDSCAPING
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CONSTRUCT R70 27' I F -
CURB CUTo
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n' 122XPAC (6 ') 1 o I '0
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1' R18' 30' R4' C NSTR CT
rn l . . 22.24 SIDEWAL
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LAND-SCAPING
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------------------------------------------_--....---------------- - -
IQ, - N 02`57'14" W 96.73 N 02°4353" E 96.03' - - - - - - - -
' N00°00'23"W171.02' --- -------------------------- 9 i
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N 00`22'19" E 167.87
. R2000� * R20'
s EX/SANG 6' SW
' EXISTING 6' SW
LEGAL DESCRIPTION:
LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 1 1, & 12, BLOCK 157, AND
LOTS 7, 8, 9, 10, 11, & 12 BLOCK 158, AND LOTS 7, 8, 9, 10, —W
11, & 12, BLOCK 132, JOHN BARROW'S 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---
LEXISTING 8" SS (APPROX. LOC.) SSM -t
_ 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 —
' CONSTRUCT HANDICAP RAMP TO ADA SPECIFICATIONS.
FLOOD CERTIFICATION
TH
BASED UPON REVIEW OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD
INSURANCE PROGRAM, FIRM PANEL 10 OF 24, COMMUNITY PANEL N0, 050181 0010 E.
EFFECTIVE DATE: NOVEMBER 3, 1993, THE PROPERTY DEPICTED ON THIS PLAT IS NOT
LOCATED WITHIN THE 100 YEAR FLOOD PLAIN.
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TO BE INSTALLED AS AN OPTION
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2.) SURVEYING PROVIDED BY DON BROOKS, RLS. LEMONS ENGINEERING
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TO DENSE EVERGREEN PLANTINGS
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' OPAQUE FENCE (OPTIONAL) ACCEPTS NO RESPONSIBILITY FOR SURVEYING.
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DENSE EVERGREEN PLANTINGS ZONED PROPERTY.
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4.) EASEMENTS TO BE USED FOR UTILITIES & DRAINAGE.
CAhIDSCAPING . t.7 2
5.) ATTENTION IS CALLED TO GRADING PLAN & DRAINAGE PLANS (SEPARATE
SHEETS) FOR ADDITIONAL INFORMATION.
(FUTURE GYM) �� n
(6
cog 6.) SEE FINAL PLAT FOR STREET & ALLEY CLOSURES.
$
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13.5'
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7. SANCTUARY CAPACITY = 900 PEOPLE
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3:
LITTLE ROCK PLANNING COMMISSION
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CONSTRIIICT
DATE APPROVED:
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CHAIRMAN:
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GENERAL INFORMATION:
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PROPOSED ZONE CLASSIFICArON: "POD" (0-1 USE)
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FRONT SETBACK: 28.0' (28' REQUIRED)
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SIDE SETBACK: 28.8' & 43.7' (28' REQUIRED)
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REAR SETBACK: 243.2' (C' REQUIRED)
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NUMBER OF PARKING SPACES (CHURCH):
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I I .. , I '•' 27' ..... �' . - . LANDSCAPING
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a
CONSTRUCT R70 27' I F -
CURB CUTo
R } N
n' 122XPAC (6 ') 1 o I '0
g R3' / 25'
1' R18' 30' R4' C NSTR CT
rn l . . 22.24 SIDEWAL
I
� I . 28, BUILDING LINE J I
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LAND-SCAPING
• 6 .275.82'. ti
�r � N . 9 . LANQSCAPING
------------------------------------------_--....---------------- - -
IQ, - N 02`57'14" W 96.73 N 02°4353" E 96.03' - - - - - - - -
' N00°00'23"W171.02' --- -------------------------- 9 i
1
N 00`22'19" E 167.87
. R2000� * R20'
s EX/SANG 6' SW
' EXISTING 6' SW
LEGAL DESCRIPTION:
LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 1 1, & 12, BLOCK 157, AND
LOTS 7, 8, 9, 10, 11, & 12 BLOCK 158, AND LOTS 7, 8, 9, 10, —W
11, & 12, BLOCK 132, JOHN BARROW'S 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---
LEXISTING 8" SS (APPROX. LOC.) SSM -t
_ 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 —
' CONSTRUCT HANDICAP RAMP TO ADA SPECIFICATIONS.
FLOOD CERTIFICATION
TH
BASED UPON REVIEW OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD
INSURANCE PROGRAM, FIRM PANEL 10 OF 24, COMMUNITY PANEL N0, 050181 0010 E.
EFFECTIVE DATE: NOVEMBER 3, 1993, THE PROPERTY DEPICTED ON THIS PLAT IS NOT
LOCATED WITHIN THE 100 YEAR FLOOD PLAIN.
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1.) IRON PINS SHALL BE SET AT ALL LOT CORNERS.
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2.) SURVEYING PROVIDED BY DON BROOKS, RLS. LEMONS ENGINEERING
I
QQ SCONSULTANTS
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' OPAQUE FENCE (OPTIONAL) ACCEPTS NO RESPONSIBILITY FOR SURVEYING.
GRASS PT.�TO
BE INSTALLED AS AN OPTION 3.) SITE LIGHTING MUST BE DIRECTED AWAY FROM ADJACENT RESIDENTIAL
2
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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.
(FUTURE GYM) �� n
(6
cog 6.) SEE FINAL PLAT FOR STREET & ALLEY CLOSURES.
$
8
46
13.5'
7. SANCTUARY CAPACITY = 900 PEOPLE
)
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SCALE: 1"
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820.0' - 27 R10' LANDSCAPING 22.24'
I I .. , I '•' 27' ..... �' . - . LANDSCAPING
I
I GRASS . ' . - 2 - } 2 I w � t/2/PAXS ( ') g R5 IR20
a
CONSTRUCT R70 27' I F -
CURB CUTo
R } N
n' 122XPAC (6 ') 1 o I '0
g R3' / 25'
1' R18' 30' R4' C NSTR CT
rn l . . 22.24 SIDEWAL
I
� I . 28, BUILDING LINE J I
I
?8' R20'. SP CES 60')
LAND-SCAPING
• 6 .275.82'. ti
�r � N . 9 . LANQSCAPING
------------------------------------------_--....---------------- - -
IQ, - N 02`57'14" W 96.73 N 02°4353" E 96.03' - - - - - - - -
' N00°00'23"W171.02' --- -------------------------- 9 i
1
N 00`22'19" E 167.87
. R2000� * R20'
s EX/SANG 6' SW
' EXISTING 6' SW
LEGAL DESCRIPTION:
LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 1 1, & 12, BLOCK 157, AND
LOTS 7, 8, 9, 10, 11, & 12 BLOCK 158, AND LOTS 7, 8, 9, 10, —W
11, & 12, BLOCK 132, JOHN BARROW'S 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---
LEXISTING 8" SS (APPROX. LOC.) SSM -t
_ 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 —
' CONSTRUCT HANDICAP RAMP TO ADA SPECIFICATIONS.
FLOOD CERTIFICATION
TH
BASED UPON REVIEW OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD
INSURANCE PROGRAM, FIRM PANEL 10 OF 24, COMMUNITY PANEL N0, 050181 0010 E.
EFFECTIVE DATE: NOVEMBER 3, 1993, THE PROPERTY DEPICTED ON THIS PLAT IS NOT
LOCATED WITHIN THE 100 YEAR FLOOD PLAIN.
T
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SIDEWALK FOOTING TO BE PLACED
ADJACENT TO ASPHALT DRIVING SURFACE
/-IN LIEU OF CONC. CURB/GUTTER
SEE PIAN / (REPAR AS PER GREOTECHNICAL REOUIREMENTS)
5WP( A0Ay FROM R maI
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COMPACT TO 95%
CONC. SIDEWALK - TYPE 'A'
NTS
( A.
TYPICAL — CONC. CURB/GUTTER
NTS
PAVEMENT STRUCTURE TO BE DETERMINED BY GEOTECHNICAL CONSULTANT
R - 6' (SEE PIANS)
SLOPE TOWARDS STREET
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`PREPMED SUBGRADE COMPACT TO 95% SP
TYPICAL — CONC. SIDEWALK (TYPE 'B')
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