HomeMy WebLinkAboutS-0717-C Map 2CERTIFICATE 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 provisions of said rules and
regulations. This certificate shall expire
Date
Signed,
Date of Execution Name,
L.R. Planning
Commission
STREET NAME
ROSEHEARTY LANE
GLEN VALLEY DRIVE
GLEN VALLEY DRIVE
MEADOWDALE COURT
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, WILLIAM L. DEAN JR PE , hereby
certify that this plat correctly represents
a plat made by me, and that engineering
ylp-�-F-�ti`
wiXpift$
requirements of the Little Rock Subdivision
Rules and Regulations have been
r% ;
complied
ePtsrERF8
with.
p$ ESS1
Signed,
BA'Gt �Fk-a
MARCH 15, 1993`V' �, 1
N0.4418
Date of Execution Name, Registered-
�M E.
Engineer
No. 4418 Arkansas
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, WILLIAM R GIPSON , hereby certify that this
plat correctly represents a boundary survey made
or verified by me that all surveying requirements
of the State of Arkansas and City of Little Rock
Subdivision Rules and Regulations have been
complied with and a copy of said boundary has
been duly filed for record in the offices of the
State Surveyor and the Pulaski County Circuit
Clerk on MAR. 15 19 93 ,in
Plat Book D Page 663
MARCH 15, 1993
Date of Execution Name
Registered Professional
Land Surveyor
No. 1170
Arkansas
GENERAL NOTES
1. All building lines area a minimum of 25 feet from property lines
unless otherwise noted.
2. All easements shown to be used for utilities and/oF drainage and
are to be 10 feet in width unless indicated otherwise.
3. All lots having curved boundary lines are measured using chord
distances.
4. Minimum floor elevations denoted for subdivision lots 27-34 were
derived from U.S. Army Corps. of Engineers 1988 FIS Restudy for
Taylor Loop Creek.
5. Ground Contours interpolated from grid survey. Elevation source,
PAGIS 2090, Elevation 315.08' NGVD 29.
50' R/W
tD'
�rvva�
STREET CURVE DATA
CURVE NO. A T
1 72.37' 135.17'
2 43.85r 100,
3 45.490 100,
4 20.000 70'
�o do.
Mp1.'
290
25
R D L
184.80' 31.000 233.41'
248.42' 23.06' 190.14'
238.52' 24.020 189.38' 3
396.99' 14.430 138.58' o
N _
W N
� M
O
N
I
6V Ir INE CORNER
PAGIS SE 1/4, NE 1/4
" W 655.19' 284, 284 MONU.
SECTION 24
266. \ . MH ss ssEX. YH
--ss-ss-ss-ss-�
OTBM
N. RIM MH
ELEV. = 291.41'
26 0 1 30 Y
89.88'
N 121.04' \ •�
---- /03
s
22 I o I n I
4 117
294 4
3 I
/ I 94.97•
a \
2
o g I
0
N 110.78'
/ V `
6 20 / B
1N 'l
'100.00 119.3V /J 12
94 N 87'37'1 E 2°4 219.34' pf, II
C. 103.74•
C S f�s _
TO- ORAIN_EASE
294 I I ^ qd
I eti.
II
I
PAGIS
MONU.
288
90.00' 90.00'
I
I
I
23 24
I
I
--- -- J
h/6
A
\ 290.0
288
6�
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O
-
�o do.
Mp1.'
290
25
R D L
184.80' 31.000 233.41'
248.42' 23.06' 190.14'
238.52' 24.020 189.38' 3
396.99' 14.430 138.58' o
N _
W N
� M
O
N
I
6V Ir INE CORNER
PAGIS SE 1/4, NE 1/4
" W 655.19' 284, 284 MONU.
SECTION 24
266. \ . MH ss ssEX. YH
--ss-ss-ss-ss-�
OTBM
N. RIM MH
ELEV. = 291.41'
26 0 1 30 Y
89.88'
N 121.04' \ •�
---- /03
s
22 I o I n I
4 117
294 4
3 I
/ I 94.97•
a \
2
o g I
0
N 110.78'
/ V `
6 20 / B
1N 'l
'100.00 119.3V /J 12
94 N 87'37'1 E 2°4 219.34' pf, II
C. 103.74•
C S f�s _
TO- ORAIN_EASE
294 I I ^ qd
I eti.
II
I
PAGIS
MONU.
288
90.00' 90.00'
I
I
I
23 24
I
I
--- -- J
h/6
A
\ 290.0
288
6�
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O
-
26 0 1 30 Y
89.88'
N 121.04' \ •�
---- /03
s
22 I o I n I
4 117
294 4
3 I
/ I 94.97•
a \
2
o g I
0
N 110.78'
/ V `
6 20 / B
1N 'l
'100.00 119.3V /J 12
94 N 87'37'1 E 2°4 219.34' pf, II
C. 103.74•
C S f�s _
TO- ORAIN_EASE
294 I I ^ qd
I eti.
II
I
PAGIS
MONU.
288
90.00' 90.00'
I
I
I
23 24
I
I
--- -- J
h/6
A
\ 290.0
288
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33
o
5
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2
lzo.93'
0
1
110.00'
'
1
292.D
290
1
13 �,
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34
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112.39•
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NW CORNER
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S 1/2, SW 1/4. NN 1/4
143.1s•
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= I
SECTION 19
6 115.00' m 1 37
90 m f 1 N 87'54'01" V
I I^ p5 59.99,
7 m o In I ,12.d9• 7 b /
8 w
- I -----------
1, 3 81 A
e S. 295 _ I g I I 38 1 Z I
N 8A I
Ci
--RE}S€kF=ART--Y-L-- 1l
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\\N R1• 85.00' c 1
298 I 5 \ \',8• /- - 25• BLDG_LI! C `R �,-�.
C
4 0 3 n 2
I o 1 t l II
1Qc S 88 04'04' W
as.00• s. � 1y'I N 1�03'37" E
1 I I
3o D.A. = 2 AC. 439. Al 1 .48' I
010= 8 CFS 302 1Pf' 4 1 44 I
Qeo' 3002�\-
o
Ed 1 r'
o N 542'04" W
11� 14.0�' 43
o LOT Il�n NN 11 11
0 7R 1
al 1
116661 3' C 1� 1
142
❑2 6 t11 , \ 1a 111 1�
IS 1
4
1 11 1
1 I. 1
1-2
2-3
3-4
4-5
5-6
6-7
7-1
TRACT A/LOT 7 REPLAT
RECORD BEARINGS VS. THIS PLAT BEARINGS
HEATHERBRAE SUBDIVISION
BEARINGS
THIS
P LAT
S01930'00"W
N74*21'04"E
N 15°42'04"W
N 1 4*03'37"E
N 15059'06"W
N87°54'01 "W
SO `36'00"W
RECORD
N00900'00"E
N72048'49"E
N17*11'11"W
N 12*20' 19"E
N17011'11 "W
N89030'01"E
N00°00'00"E
r I TRACT A-1. TO BE CONVEYED
u TO CITY OF LITTLE ROCK
TRACT A-2, PERMANENT OPEN SPACE
THIS
1 1 6.66'
1 14.05'
172.48'
184.86'
59.99'
267.96'
LEGAL DESCRIPTION
Heatherbrce Subdivision Phase II:
DISTANCES
RECORD
N/A
1 16.66'
1 14.05'
172.48'
184.86'
59.99'
N/A
Part of the SE1/4, NE1/4, Section 24, T2N, R1W City of Little Rock, Pulaski
County, Arkansas, more particularly described as follows:
Commencing at a stone in the NE corner of said Section 24; thence
S 01039'21" W for a distance of 1,321.0 feet to a found 1/2" iron pipe
at the NE corner of the SE1/4, NE1/4 of Section 24, T2N, R14W, and the
Point of Beginning; thence N89005'52"W for a distance of 655.19 feet
to a found 1/2" pipe; thence S02007'41"W for a distance of 540.67 feet
to a found No. 4 rebar; thence N87037'14"E for a distance of 219.34 feet;
thence S01022'23"W for a distance of 491.80 feet to a found No. 4 rebar;
thence S88004'04"W for a distance of 439.37 feet to a found No. 4 rebar;
thence N01036'00"E for a distance of 267.06'; thence continue N01036'00"E
for a distance of 760.69 feet to the Point of Beginning, containing 13.01
acres, more or less.
AND
Replat of Lot 7 and Tract A, Heatherbroe Subdivision:
Part of the S1/2, SW1/4, NW1/4 of Section 19, T2N, R13W, City of Little Rock,
Pulaski County, Arkansas, more particularly described as follows:
HEATHERBRAE SUBDIVISION
Commencing1 2" iron
at a / pipe of the NE corner of the SE1/4, NE1/4 of
INSTR. NO, 87-55487
Section 24, T21N, R14W; thence S01036'00"W for a distance of 760.69 feet
to the NW corner of the S1/2 of the SW11/4, NW1/4, Section 19, T2N, R13W,
PLAT BOOK D, PG. 663
and the Point of Beginning at the NW corner of Heatherbrae Subdivision;
thence S01036'00"W along the western boundary line of said Heatherbrae
Subdivision for a distance of 489.36 feet to a found iron pin; thence
N74021'04"E for a distance of 116.66 feet to a found iron pin on the
westerly Right -Of -Way line of Heatherbrae Circle; thence along said
Right -Of -Way N15042'04"W for a distance of 114.05 feet to a found iron
pin on a curve to the right, said curve having a central ongle of 59003'01"
and a radius of 175.00 feet; thence along the arc of said curve to a found
iron pin, said curve segment having a chord bearing of N14003'37"E and a
length of 172.48 feet; thence N15059'06"W for a distance of 184.86 feet
to a found iron pin on the north boundary line of Heatherbrae Subdivision
thence N87054'01"W along the north line of said subdivision boundary for
a distance of 59.99 feet to the Point of Beginning, containing 1.18 acres,
more or less.
11.5' 27' B/B 4' 30' EASEMENT 10' EASEMENT
1 /4"/ft. (MIN.)
TW 26'
2ROLL r C.S. BASE W/2" HMAC 4" GONG.
CURB OR EOUN. CONC. W/INTEGRAL CURB SIDEWALK
NOTES: (1) SIDEWALK SHALL EXTEND ALONG EAST SIDE OF FIRM
GLENN VALLEY DRIVE TO WEST SUB. BOUNDARY
(2) SIDEWALK RAMPS TO BE PROVIDED A HEATHERBRAE 1 D = 4.5' 1
CIRCLE & STONEHAVEN COURT L
2
TYPICAL STREET DETAIL 2
SECTION A -A B = 8'
TYPE A DITCH TYPE B DITCH
-EARTHEN--EARTHEN-
D= 2'
100 0 100 200
scale feet
1 "= 100'
VICINITY MAP
, Jun LC 1 CY WV
a 0 1 MILE
1000 0 1000 20 1f100 40W 5000 6000 ,tx0 FEET - -
1 S 0 1 MLOMETER
CONTOUR INTERVAL 10 FEET
PINNACLE MOUNTAIN, ARK.
34092 G4-TF-024
1986
DMA 7.553 IV SW -SERIES V884
LEGEND
- - - -
100 - YEAR FLOODPLAIN LINE
290.0
MIN. BUILDING FLOOR ELEV.
e
PAGIS MONUMENT
(6"X6" CONC. BASE W/MEDALLIUM)
-ss
EXISTING SANITARY SEWER
0
TBM FROM PAGIS 2090
HEATHERBRAE SUBDIVISION
PHASE II, �LOTS 1 -38
C_)C.
REPLAT OF
HEATHERBRAE SUBDIVISION
LOT 7 AND TRACT A
TO
LOT7R AND TRACT A-1 & A-2
PART OF THE SE 1/4, NE 1/4
SECTION 24, T-2Q^-N, R-14-W
t�l(.
PART OF THE S 1 /2, SW 1/4, NW 1/4
SECTION 19, T-2-N, R-13-W
OWNER OF RECORD: WOODHAVEN DEVELOPEMENT COMPANY
TITLE SOURCE: INSTR. NOS. 87-55487 & 93-16016
7DLITTLE CIVIL DESIGN, INC.
1001 FAIRPARK BOULEVARD
ROCK, ARKANSAS 72204