HomeMy WebLinkAboutS-0717-C Map 9STREET NAME
CERTIFICATE OF PRELIMINARY ROSEHEARTY LANE
PLAT APPROVAL GLEN VALLEY DRIVE
GLEN VALLEY DRIVE
All requirements of the Little Rock Subdivision MEADOWDALE COURT
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
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
1, WILLIAM L DEAN JR PE hereby
certify that this plat correctly represents
a plat made by me, and that engineering `gIfzxs'ts
requirements of the Little Rock Subdivision
Rules and Regulations have been complied ®11SISTERED
with. IP OFssSIGh•, L
Signed, ��1'GI,VEE fi
MARCH 15, 1993 �� No.4418
Date of Execution Name, Registered-- `�M L.•<'�,
Engineer
No. 4418 Arkansas
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
1, WII I IOM R IPSON , 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 DPage 663
MARCH 15, 1993 ��„�( JlZ %'✓_y
Date of Execution Name
Registered Professional
Land Surveyor
No. 1 170
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/or 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
STREET CURVE DATA
CURVE NO.
0
T
1
72.37'
135.1
2
43.850
100,
3
45.49•
100,
4
20.000
70'
PAGIS
MONU. 288 2
90.00' 90.00,
290 I A
I
23 q 24 I
I M-f
292
89.88'
-
- - --
_ -
0
121.04'
h
22
I
I o
294
4
\
3
/
2
Ji
n
O o
R
D
L
7' 184.80'
31.00•
233.41'
248.42'
23.060
190.14'
238.52'
24.020
189.38,
a
396.99'
14.43•
138.58' a
o
T
n
N
n
0
GBH 3
Y
1
ae
INE CORNER
PAGIS
SE 1/4, NE 1/4
" W 655.19'
ze4. 2e4 MONU.
SECTION 24
- -
YH
288.
11H
ss ss-s
-ss-ss-SS-ss--�
OTBM
'J
N 289.0
25
=°get
N. RIM MH
I
:'° �� g
ELEV. = 291.41'
I
7a8
'0 1
•�•� / 290.
31
_ 2ae
17
I \
a
I a
I' I
y
8/.97•
\ 16
1 �
\\ 290.0
288
e \e
33
2 1 12093
°13 �J. \
° 110.00• � 1 292.0 zao
20 / 9 13 I s 34 s
/ /ry 19
112.39- O
'>oo.o0 119.34' /f 12 "�. \QF 94 N 87'37'I E 294 219.34' F. II a
35
D.A. = 358 C. 103.74' / s^ CN-'--� I m z 292
010= 453 C S (� r - - - - - G� 11z.39' 10' DRAIN EASE. ��
97.27' I o d
294 I °e
I bN _ I I 11239'
NW CORNER
j 1 9 I= m ! I s 1/2, sw 1/4, W1/a
SECTION 19
115.00' 0 m I 37 S
m I N 87'54'01" W
II I- I 7
7 a N 112.39•
��0`- •J, m 8 I /--------------
I \
3 0l A I I 38 a I
BA
I
n fr 107.58 24 I
CP
25' BLDD_ LI / 8.
I 4 3 2 II
I ^ n 1 II
f 1 II
1 ll II
9. S 388 04'04' IN'g 1'� N 1 gb3'37" E I I
D.A. = 2 AC. 439. cf I /R 1 4a' 44 I 1
Q 10 = 8 CFs 302
w 302\`-
K
an 17.75'
3 ` 1
14 j411 D N '42 04" W
43
o m LOT I1 11 \
1
N g 7R m
1 j18B6' 3'\ 1
,\ 42
LJ \\ 1
6 L 1 1
`1 1
\ 1 1
30' EASEMENT
4'
TIN = 26'
2' ROLL 7" C4 BASE W/2" HMAC
CURB OR EO(N. CONIC. W/INTEGRAL CURB
NOTES: (1) SIDEWALK SHALL EXTEND ALONG EAST SIDE OF
GLENN VALLEY DRIVE TO WEST SUB. BOUNDARY
(2) SIDEWALK RAMPS TO BE PROVIDED A HEATHERBRAE,
CIRCLE h STONEHAVEN COURT
TYPICAL STREET DETAIL
SECTION A -A
4" CONC.
SIDEWALK
1 I \ D = 4.5'
2 \
B=8'
TYPE A DITCH
-EARTHEN-
TRACT A/LOT 7 REPLAT
RECORD BEARINGS VS. THIS PLAT BEARINGS
HEATHERBRAE 'SUBDIVISION
100 0 100 200
scale feet
1 "= 1 00'
BEARINGS DISTANCES
THIS THIS
❑ PLAT RECORD PLAT RECORD
1-2 S0103010011W N00'0O'00"E 221 .40' N/A
VICINITY MAP
2-3 N74.21'04"E N72048'49"E 116.66' 116.66'
3-4 N15.42'04"W N17.11'11"W 114.05' 114.05' 01 ��. ,]vewtl,lei
4-5 N 14003'37"E N 12020' 19"E 172.48' 172.48' r ; • , �" p
5-6 N15.59'06"W N17011'11"W 184.86' 184.86'
6-7 N87.54'01 "W N89.30'01 "E 59.99' 59.99'
J SITE
7-1 SO1.36'00"W N00.00'00"E 267.96' N/A �J,1 �� J•• �4CAI
U t
I 24f • � �•� 1 rt •i o
I�
fJ
, 4
LEGAL DESCRIPTION
Heatherbrae Subdivision Phase II:
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, Heatherbrae 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
Commencing at a 1/2" iron pipe at the NE corner of the SE1/4, NE1/4 of
INSTR. NO. 87-55487
Section 24, T2N, R14W; thence S01036'00"W for a distance of 760.69 feet
to the NW corner of the S1/2 of the SW1/4, 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 Heotherbrae
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 angle of 59°D3'01"
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.
10' EASEMENT
1 \
2
TYPE B DITCH
-EARTHEN-
D= 2'
scAl L 1 24 UUU
M.. E
w 'iot �i nnU' Sf01 Epp 'OOi. FEL• ---
• - _ _ I KLOMETEA
C-ONTuUR INTERVAL 10 FEET
PINNACLE MOUNTAIN, ARK.
34092-G4 TF-024
1986
DMA 7553 IV SW -SERIES V884
LEGEND
100 - YEAR FLOODPLAIN LINE
290.0
MIN. BUILDING FLOOR ELEV.
8
PAGIS MONUMENT
(6"X6" CONC. BASE W/MEDALLIUM)
ss
EXISTING SANITARY SEWER
TBM FROM PAGIS 2090
HEATHERBRAE SUBDIVISION
PHASE II, �LOTS 1 -38
C_)C.
REPLAT OF
HEATHERBRAE SUBDIVISION
LOT 7 AND TRACT A
TO
LOT7 R AND TRACT A-1 & A- 2
PART OF THE SE 1/4, NE 1/4
SECTION 24, T-2-N, R-1 4-W
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 k 93-16016