HomeMy WebLinkAboutZ-7665 Map 6• FOUND MONUMENT
0 SET 5/8" REBAR
A& CALCULATED CORNER
WATER LINE
PHASE 1:
SUBDMSION AREA DESCRIPTION
1.
COMPLETE
REPLAT OF CURRENT TRACT TO CREATE LOTS 1-13 & TRACT A.
2.
COMPLETE
PRIVATE STREET IMPROVEMENTS WITHIN PHASE 1 AREA.
3.
COMPLETE
WATER & SEWER UTILITIES WITHIN THE PHASE 1 AREA.
PHASE 2:
Beginning
1.
COMPLETE
REPLAT OF LOT 13 TO CREATE LOTS 14 THROUGH 24.
2.
COMPLETE
PRIVATE STREET IMPROVEMENTS WITHIN PHASE 2 AREA.
3.
COMPLETE
WATER & SEWER UTILITIES WITHIN PHASE 2 AREA.
TRACT A: (TO
BE COMPLETED AT TIME OF DEVELOPMENT)
1.
COMPLETE
ANY REQUIRED PUBLIC UTILITY IMPROVEMENTS BASED ON THE
Tract 13;
FINAL SUBDIVISION
OF TRACT A.
2.
COMPLETE
HALF -STREET IMPROVEMENTS FOR THE KIRK ROAD FRONTAGE
ADJACENT
TO TRACT A.
PROJECT INEORMATION
OWNER: ROCK HAVEN PROPERTIES LLC
700 EAST 9TH STREET 16m
LITTLE ROCK, AR 72202
SOURCE OF TITLE: INSTRUMENT #2004038745
LAND AREA: ±6.608 ACRES TOTAL -GROSS
±5.99 ACRES TOTAL AFTER ROW
±4.25 ACRES NET RESIDENTIAL
±1.74 ACRES NET TRACT A AREA
CURRENT ZONING: R-2, SINGLE FAMILY RESIDENTIAL
NUMBER OF LOTS: 24 (21 HOME SITES)
LOT SIZES: 3,756 SF AVERAGE (EXCLUDING LOT 1)
3,384 SF MINIMUM
PRIVATE STREET: 1,590 LF
SOURCE OF WATER: CENTRAL ARKANSAS WATER
SEWER DISPOSAL: LITTLE ROCK WASTEWATER UTILITY
STORMWATER DETENTION CALCULATIONS
AREA OF PROPERTY = 5.987 ACRES
PRE -DEVELOPED Q = 15.1 c.f.s.
POST -DEVELOPED Q = 24.7 c.f.s.
REQUIRED STORMWATER DETENTION VOLUME = 3229 cu. ft.
2240' SITE DISTANC FUTURE CURB KIRBY ROAD TO BE WIDENED ZONED R-2
LOCATION FOR 18' HALF STREET SECTION
& CONSTRUCTED WITH PHASE 1
T
0 0 0' HALF STREET R.O.W. EXISTING 25' R.O.W.
POB TO BE DEDICATED THIS PLAT f
_ ,.KIRBY_. ROAD _SOUTH 901.08
FOUND I k ENTRY SIGN PROP EDS " .,-...:4A, ��
PAINT IN ASPHALT -604.71' / EXISTING 8' KATER LINE 3ROORCED
r ` 3' FORCE MAI , SO W
i' 0-0P, ,PROPOSED BACK OF CURB p
9D A
LK
_ _
FOUND
8N PERM 12.00, LANDSCAPE BUFFER AREA,., �- 604.98 LANDSCAPE BUFFER AREA
27 00' PROPOSED -
FORCE MAIN IS TO R1200• o PROPOSED •% PROPOSED COMMON ACCESS 8 1
EXTEND TO EXISTING o 0 SANITARY SEWER PpOPOSEb ^ 8 SEWER LINE
e: o MANHOLE O�E/8" WATER MAIN FIRE HYDRANT I a PROPOSED UTILITY EASEMENT
GRAVITY SEWER TO < r V PS ASSEMBLY o SAN
SEW/R t0.8L2ACRES
NORTH ON KIRK ROAD R2o ooh I j [ 5 0° Q I { - COMMON AREA Q
63.23' ,
MI
p�0 S�Z)
aQ
LL N Z
D , w w.
U` W
V -0 ,0
TRACT 12¢ <<
SACHS' SUBURBAN TRACTS` o>
KIRBY ROAD TO BE WIDENED
FOR 18' HALF STREET SECTION
& CONSTRUCTED WITH PHASE 1
N
SITE
VICINITY MAP
NOT TO SrALE
_ KIRBY ROAD STREET IMPROVEMENTS ADJACENT
TO TRACT A ARE TO BE DEFERRED UNTIL THE
TOME OF DEVELOPMENT
296.36
PHASE 2 STREET 4700- 0
S
IMPHASE
D "' _. 04+..
N
p _ ---PROPOSED BACK OF CURB O
-
SUBDMSION AREA DESCRIPTION
PRD
AREA DESCRIPTION
Part of Tract 13, Sachs' Suburban
Tracts, Pulaski County, Arkansas, being
shown on
plat recorded
in Book 2, Page 87,
more particularly described as
follows:
more particularly described as follows:
Beginning
at the Northeast corner
of said Tract 13, thence South
901.08
feet,
thence N
89'18'21" W a distance
of 309.05 feet to the West line
of said
Tract 13;
thence N
01'20'42" W a distance
of 900.50 feet to the Northwest
corner
of said
Tract 13;
thence S 89°29'32" E a
distance of 330.18 feet to the
point of
beginning.
STORMWATER DETENTION CALCULATIONS
AREA OF PROPERTY = 5.987 ACRES
PRE -DEVELOPED Q = 15.1 c.f.s.
POST -DEVELOPED Q = 24.7 c.f.s.
REQUIRED STORMWATER DETENTION VOLUME = 3229 cu. ft.
2240' SITE DISTANC FUTURE CURB KIRBY ROAD TO BE WIDENED ZONED R-2
LOCATION FOR 18' HALF STREET SECTION
& CONSTRUCTED WITH PHASE 1
T
0 0 0' HALF STREET R.O.W. EXISTING 25' R.O.W.
POB TO BE DEDICATED THIS PLAT f
_ ,.KIRBY_. ROAD _SOUTH 901.08
FOUND I k ENTRY SIGN PROP EDS " .,-...:4A, ��
PAINT IN ASPHALT -604.71' / EXISTING 8' KATER LINE 3ROORCED
r ` 3' FORCE MAI , SO W
i' 0-0P, ,PROPOSED BACK OF CURB p
9D A
LK
_ _
FOUND
8N PERM 12.00, LANDSCAPE BUFFER AREA,., �- 604.98 LANDSCAPE BUFFER AREA
27 00' PROPOSED -
FORCE MAIN IS TO R1200• o PROPOSED •% PROPOSED COMMON ACCESS 8 1
EXTEND TO EXISTING o 0 SANITARY SEWER PpOPOSEb ^ 8 SEWER LINE
e: o MANHOLE O�E/8" WATER MAIN FIRE HYDRANT I a PROPOSED UTILITY EASEMENT
GRAVITY SEWER TO < r V PS ASSEMBLY o SAN
SEW/R t0.8L2ACRES
NORTH ON KIRK ROAD R2o ooh I j [ 5 0° Q I { - COMMON AREA Q
63.23' ,
MI
p�0 S�Z)
aQ
LL N Z
D , w w.
U` W
V -0 ,0
TRACT 12¢ <<
SACHS' SUBURBAN TRACTS` o>
KIRBY ROAD TO BE WIDENED
FOR 18' HALF STREET SECTION
& CONSTRUCTED WITH PHASE 1
N
SITE
VICINITY MAP
NOT TO SrALE
_ KIRBY ROAD STREET IMPROVEMENTS ADJACENT
TO TRACT A ARE TO BE DEFERRED UNTIL THE
TOME OF DEVELOPMENT
296.36
PHASE 2 STREET 4700- 0
S
IMPHASE
D "' _. 04+..
N
p _ ---PROPOSED BACK OF CURB O
-
0
o
PRD
AREA DESCRIPTION
Part of Tract
13, Sachs'
Suburban
Tracts, Pulaski County, Arkansas, being shown on
plat recorded
in Book 2,
Page 87,
more particularly described as follows:
Beginning at
the Northeast
corner
of said Tract 13, thence South 604.71 feet,
thence West
a distance
of 315.89
feet to the West line of said Tract 13; thence N
01'20'42" W
a distance
of 607.80
feet to the Northwest corner of said Tract 13;
thence S 89'29'32" E a
distance of 330.18 feet to the point of beginning.
STORMWATER DETENTION CALCULATIONS
AREA OF PROPERTY = 5.987 ACRES
PRE -DEVELOPED Q = 15.1 c.f.s.
POST -DEVELOPED Q = 24.7 c.f.s.
REQUIRED STORMWATER DETENTION VOLUME = 3229 cu. ft.
2240' SITE DISTANC FUTURE CURB KIRBY ROAD TO BE WIDENED ZONED R-2
LOCATION FOR 18' HALF STREET SECTION
& CONSTRUCTED WITH PHASE 1
T
0 0 0' HALF STREET R.O.W. EXISTING 25' R.O.W.
POB TO BE DEDICATED THIS PLAT f
_ ,.KIRBY_. ROAD _SOUTH 901.08
FOUND I k ENTRY SIGN PROP EDS " .,-...:4A, ��
PAINT IN ASPHALT -604.71' / EXISTING 8' KATER LINE 3ROORCED
r ` 3' FORCE MAI , SO W
i' 0-0P, ,PROPOSED BACK OF CURB p
9D A
LK
_ _
FOUND
8N PERM 12.00, LANDSCAPE BUFFER AREA,., �- 604.98 LANDSCAPE BUFFER AREA
27 00' PROPOSED -
FORCE MAIN IS TO R1200• o PROPOSED •% PROPOSED COMMON ACCESS 8 1
EXTEND TO EXISTING o 0 SANITARY SEWER PpOPOSEb ^ 8 SEWER LINE
e: o MANHOLE O�E/8" WATER MAIN FIRE HYDRANT I a PROPOSED UTILITY EASEMENT
GRAVITY SEWER TO < r V PS ASSEMBLY o SAN
SEW/R t0.8L2ACRES
NORTH ON KIRK ROAD R2o ooh I j [ 5 0° Q I { - COMMON AREA Q
63.23' ,
MI
p�0 S�Z)
aQ
LL N Z
D , w w.
U` W
V -0 ,0
TRACT 12¢ <<
SACHS' SUBURBAN TRACTS` o>
KIRBY ROAD TO BE WIDENED
FOR 18' HALF STREET SECTION
& CONSTRUCTED WITH PHASE 1
N
SITE
VICINITY MAP
NOT TO SrALE
_ KIRBY ROAD STREET IMPROVEMENTS ADJACENT
TO TRACT A ARE TO BE DEFERRED UNTIL THE
TOME OF DEVELOPMENT
296.36
PHASE 2 STREET 4700- 0
S
IMPHASE
D "' _. 04+..
N
p _ ---PROPOSED BACK OF CURB O
-
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TRACT r A
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I
f,NTfRY SIGN DETAIL
NTS
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, Jason P. Lancaster, hereby certify that this plat correctly represents a
boundary survey made or verified by chat all surveying requirements
of the State Of Arkansas and City of Littk: Rock Subdivision Rules and
Regulations have been compiled with and filed for record as required.
Date of Execution ason . Lancoster
Arkansas Registered Professional
Land Surveyor 4o. 1449
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and Regulations
relative to the preparation and submittal to a preliminary plat having
been fulfilled, approval of this plat is hereby granted, subject to further
previsions of said rules and regulations. This certificate shall expire
Date of Execution Little Rock Planning Commission
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
1, Mark L. Wright, hereby certify that this plat correctly represents a
pion made by me, nhd that the engineering requirements of the Littl:
Rock Subdivision Rules and Regulations have been complied with.
Date of Execution Mal < L. Wright
Arl�pnsas Professio al
Engineer No. 6074
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°° ;TELE ROCK PLANNING COMP.4'
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G:\04-142\PLANNING\04142PRD REV2.DWG
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
1500 221-7880
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
COPYRIGHT
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