HomeMy WebLinkAboutS-0717-C Map 5CERTIFICATE OF PRELIMINARY
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 CURVE
DATA
STREET NAME
CURVE NO.
A
T
R
D
L
ROSEHEARTY
LANE
1
72.37'
135.17'
184.80'
31.00°
233.41'
GLEN VALLEY
DRIVE
2
43.850
100,
248.42'
23.060
190.14'
GLEN VALLEY
DRIVE
3
45.49°
100,
238.52'
24.020
189.38'
3
MEADO'WDALE
COURT
4
20.000
70'
396.99'
14.43°
138.58'
N
o
�
N
0
u,
Goy
;
I
g
y
PAGIS
o
~
�JIl
Ix
I NE CORNER
a0
MONU.
PAGIS
SE 1/4, NE 1/4
288
28e
" W 655.19' ze4.
z84
MONU.
SECTION 24 '
90.00'
90.00,
a0-
_ A Ex. MH
290 i // 26b, ASS SS- -'SS-55-ss�ss- a
CD- ' l �'� N 289.0 OTBM
23 24 I I 25 N. RIM MH
ELEV. = 291.41'
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, WILLIAM L DEAN JR PE hereby b"
certify that this plat correctly represents
a plat made by me, and that engineering wa4a�St1-$ 1
requirements of the Little Rock Subdivision BL61
RI
withS7G and Regulations have been complied PZO
BBFES.q
Signed, pNGIN6t;j
No.4418
MARCH 15, 1993 fin/ ,; � 'r l`-' <<y nV 0,
Date of Execution Name, Registered
Engineer
No. 4418 Arkansas
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, WII I iAM 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 Z4J, t`(�,r;'!_,9�
Date of Execution Name
Registered Professional
Land Surveyor
No. 1170
Arkansas
GENERAL NOTES
zt qM L. -,,I
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 AS Restudy for
Taylor Loop Creek.
5. Ground Contours interpolated from grid survey. Elevation source,
PAGIS 2090, Elevation 315.08' NGVD 29.
11.5'
2' ROLL
CURB
50' R/W
I 26 1 288 30
.29'
292
89.68' Be.. it
/ u
<v
o s• �•\ �� , 1 290.
\� 121.04'
0jej' \{ e9 // 31 288
22
(���\17/ c
294 U I ry S.
32
J
94.97-
e 2 // �- 16
o.7
n
na- / 18
5
29.78' /p Ilk'o`''J, 2 1 12093
99� no.00' 1 i 292.0 zeo
o /
!220 ! /� O 13 11 n 34
�,�`'L O/ 19 14 I I W
'100.0a / 119.34' /f 12 / ♦4 je \ --� 0 1 I m
94 N 67°37'1 ' E 29t 219.34'1pf_ II / 93.be ' 35
/ to
D.A. = 358 C. H Z 292
r 103.74• 8,
010= 453 C S 'Os Iru-- usc. C�-----------i I „2.a9'
$& I zl
92.2T I o of
3 $
294
112.39•
a .
I I r / S 1/2, SW 1/4, NW 4
1 ea.,s• I' r'-. I SECTION 19
o ns.00• a S I 37
0 m ` I ` N 87 54'01" W
7 0 8 I „239• LJ
-----------
\.
pN g 296 M r I 6 A I 38 s Iwit1 ?
0005 N / - - - I L :pro' \ %Rglr
u:
n
f iozse• „ �d. i-
�
5 \ 54. ,, - - - 25' SUDG. _ B B Ot -
i
,I
4 0 3 2
F
S 88 04'04' W s. g 1 N 1 �'035; E 1
`Q D.A. = 2 AC. 439. F I T t 17Q.4t
010= 8 CFS 302 1? Rq \ 44 1
QgF� 3 11 q\? I �`-
o
O N
m N
V ,
o N 5'411" W
1 4.4 43
n ? u \
o
1\1m 11 \
- } 6 66 1\ 1\
�1 42
6 1 \
I 1
I
27' B/B 4 I
4' COW -
OR -QQ✓, CONC. ■i7t1EGRAL CURB SIDEWALK
NOTES: (1) SIDEWALK SHALL EXTEND ALONG EAST SIDE O=
GLENN VALLEY DRIVE TO WEST Sz-a BOUND%Rr
(2) SIDEWALK RAMPS TO BE PROVD0 A HEAT' __19 AE
CIRCLE & STONEHAVEN COUR"
TYPICAL S-REET DE_A _
SEC- ON A -A
30' EASEMENT
(MIN.)
TW = 26'
= 4.5'
2
B = 8'
TYPE A D17C�
-EARTHEN-
TRACT A/LOT 7 REPLAT
RECORD BEARINGS VS. THIS PLAT BEARINGS
HEATHERBRAE SUBDIVISION
DISTANCES
N
W ` E
D 0
S
100 0 100 200
scale feet
1 "=100'
THIS THIS
❑ PLAT RECORD PLAT RECORI
1-2 SO °30'00"W N00°00'00"E 221.40' N/A VICINITY M A P
2-3 N74021'04"E N72048'49"E 116.66' 116.69
3-4 N15°42'04"W N17°11'11"W 114.05' 114.0
4-5 N14°03'37"E N12°20'19"E 172.48' 172.41
5-6 N15°59'06"W N17011'11"W 184.86' 184.81, f '• .1
'°' Chambers'
6-7 N87°54'01 "W N89°30'01 "E 59.99' 59.99'
7-1 S01036'00"W N00000'00"E 267.96' N/A i �� / SI
(`5car ON
\
�;• I� �• / "no
1 �
24`
LEGAL DESCRIPTION
Heatherbrae Subdivision Phase II:
Part of the SE1/4, NE1/4, Section 24, T2N, R1W City of Little Rock, °u1sKi
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 pip
at the NE corner of the SE1/4, NE1/4 of Section 24, T2N, R14W, and th4
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 f
to a found No. 4 rebor; thence N87037'14"E for a distance of 219.34 et;
thence S01022'23"W for a distance of 491.80 feet to a found No. 4 re ;
thence S88004'04"W for a distance of 439.37 feet to a found No. 4 re ;
thence N01036'00"E for a distance of 267.06% thence continue N01036P.E
for a distance of 760.69 feet to the Point of Beginning, containing 1 9
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 LittleDck,
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 fee
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 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 angle of 5900?"
and a radius of 175.00 feet; thence along the arc of said curve to a foI
iron pin, said curve segment having a chord bearing of N14003'37"E and
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 Subdivisi
thence N87054'01 "W along the north line of said subdivision boundary fc
a distance of 59.99 feet to the Point of Beginning, containing 1.18 ocI
more or less.
10' EASEMENT
D= 2'
2
TYPE B DITCH
- EARTH EN-
r ,
CONTOUR INTERVAL 10 I I I.1
PINNACLE MOUNTAIN, ARK.
1.1097 G4 IF 074
Is»1a
DMA 15" " SW S(LFII'. i 11184
I MII F
"LO.' IGY
LEGEND
-
100 - YEAR FLOODPLAIN LINE
290.0
MIN. BUILDING FLOOR ELEV.
e
PAGIS MONUMENT
(6"X6" CONC. BASE W/MEDALLIUM)
-�-
EXISTING SANITARY SEWER
TBM FROM PAGIS 2090
HEATHERBRAE SUBDIVISION
PHASE II, LOTS 1 -38
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 /22 SW 1/4, NW 1/4
SECTION 19, T-2-N, R-13-W
OWNER OF RECORD: WOODHAVEN DE✓ELOPEMENT COMPANY
TITLE SOURCE: INSTR. NOS. 87-55487 & 93-16016