HomeMy WebLinkAboutS-0717-H Map 2CURVE DATA
W
z 4i14` fan
50 0 50 100
scale feet
NOTES
1. Re1nf.boMmw/6xe10/10WWM
2. Dowels shoo be No. 4 @ centers
of block wide, L = 7 x 7
3. Cep wells with 2" paving unite
4. Weep Holes, 3" 0 @ 15' cenl°m,
12' Above Rowllna
5. Block voids shall be cone. filled & nodded.
SOUTHLOOP /
TAYLOR LOOP CREEK
m Q100 = 2900 cfs
ROW
40' Sewer & Drainage Easement
Top Width Varies
---�� � 8' CONIC. BLOCK
Row (AA] R = 213.52'
PAGIS MONUMENT T = 29.42'
- 2090-47 A = 150 41' 18"
CHORD BEARING = N 66' 27' 39" W
NE Corner --- ---
-------
--
SE 1/4, NE 1/4 I --- --
S2 Ti R14W -
� � N N >
Heatherbrale ubdivision LO
iEX MH M� \ \ � Phase 2 tXIS ing)
1-1-22
1
/ O EE. 201(2e Cr PA CIO V
\1 1 ( 1 / / SSERVICE e
SERVICE CN
I O I lSourceofTitle: 94-22178�-
i \R-2 GLENN
chi MORGAN _ — V ��T
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HEATHERBRAE PHASE 3 LEGAL DESCRIPTION
�� / O� �\ / Commencing at the NE comer of the SE'%, NE 1%of Section 24, Ti R14W, City of Little
/ IJONEs
N Rock, Pulaski County, Arkansas; thence North 89 degrees 05 minutes 52 seconds West
/ N CLARK I along the North line of said SE'V4, NE % for a distance of 340.19' to the NW comer of
�Heatherbrae Subdivision, Phase 2; thence continue North 89 degrees 05 minutes �
' a � N N 1 °41'41' E "' ° / /� \\ co\ � 52 seconds West along said North line 19.0' to the Point of Beginning; thence North
co 50.00,HASLER 01 degree 37 minutes 28 seconds East 396.32'' thence North 59 degrees 22 minutes
N 15 47 a 2 ' \\ o o 32 seconds West 50.0 , thence North 75 degrees 52 minutes 18 seconds West 261.44;
I/ a 1 - �v`° _ ` / 577pa / 11 y \ �-i / thence South 01 degree 43 minutes 43 seconds West 481,20 to the SW comer of the
i ° �`'/"N• Ili o y % F ` \ U-LLUAL Z ` E'/, of the NE 1/,, NE %of Section 24, T2N, R14W; thence South 02 degrees 07 minutes
6 a `o �� ! o N 68°2T39" _ p o, `�� \ j 41 seconds West 540.67% thence North 87 degrees 37 minutes 14 seconds East 219.34';
I 93 n \ ° t _ - W \� ° 56.13' N a, o U HOWARD
LL a -� \\' o thence North 18 degrees 29 minutes 46 seconds East 81.61 ,thence North 54 degrees
c _°o c / N +, N -- _ \ 0 N CN 57 minutes 13 seconds East 114.70 ; thence North 41 degrees 24 minutes 08 seconds
LL 1 r / `� \ / u N o 20 \ Y West 76.21 ; thence North 22 degrees 51 minutes 10 seconds East 115.26' to a found iron
t \
v �x. H �� i c LL 19 ,� o N 4g/ pin on the South ROW line of Glen Valley Drive and a curve to the left (said curve having a
co a o / c "� / - c/ j/ - LL^� --� �g thenaf centralangle
of saaid curveees 41 tofound minutes 18 and a radius of 213.52'); thence along
rn ¢ tT 25' BLDG Line ,o -
z I EO E COLLINS /;, '' - - - - - - - _ i _ / E �' cr p (said curve having a chord bearing of North
o & LISS / '_ '° - - J BLDG Lima / 66 degrees 27 minutes 39 seconds West and a length of 58.281 thence North 15 degrees
z ► o - - — - -- ^ - I - R�N�\ 41 minutes 41 seconds East 50.0' to a found iron pin on the North ROW line of said Glen
a 5 ob 3 % o n ^ Valley Drive; thence continue North 15 degrees 41 minutes 41 seconds East 153.92' to a
(3 �, ` / ' 8z ,, Doint on the North line of the SE /, NE'/ of Section 24, Ti R14W, said point beingthe
% / T— — - 15 - --- HANDICAP RAM �' w \ <n
/, NW corner of Heatherbrae Subdivision, Phase 2; thence North 89 degrees 05 minutes
�8a 18• F9 LOCH LOMO D COURT— -- 24. — - — _ _ - _�3� �. R-2 22 seconds West alongsaid North line of said SE %,
cl?° �- — - — 0° -LOCH L OND OURT 7a NE /a for a distance of 19.0 to the
I z QS z / �, ENTs / _ r� - -w - N — — ► 102' ° Point of Beginning, containing 6.55 acres more or less and subject to a 25' wide sewer
GARY HOWELLeasement as depicted on this plat.
& SUSAN
N _ — — ^
' � ' DRAI�YACrE \II I N 5' BLDG the — — - I e V —�� --- --
► �•' A E33EASENi@1rL. - S" /
I, ti �ci _.. __ I 0 / m R-2 W I — 'BLDG 'ne -- \ d ! Lit,)---
d 4A Q o / 23 w `�_, ' v' R-2
>/ ' 1 �' O 1 10 o I
co rn I o Q o FCCESBEASEMENT fn� WILMAR R. HARDING
/ CO o U 7 W & NORMA F.
LL BLDG. L NE — N _ _ /\/Gv�
1 / \ 15 BUFF EA — I I o I�
/ � - -- — - --- — — �—,51- _ BLDG. LIN N 01 4 3 � 20' DRAINAGE RO DEDI TION 85 � j-- 75' Bd w B! E 15' BUFFER 75'
° t 01 ° 43' 43" W w' et \ 75' — - — —
1 \ —
CROSS SECTION 75' 75'
40'DRAINAGE CRASSSECTI EXISTING
` r EASEMENT W/ 75' 20' SEWER EASEME' T B - B 20' DRAINAGE ROW DEDICATION
I LANDSCAPE BUFFER % A - A _ —
S 02007'41" W 540.6T
N ` � r _� ___ �PWA�3IS2R�0904 WM
'jr.-�—� -----_.__ __ v.
n 1 N f 147\1
— - ,�q0 ^� 1 �' -2 +{p f f Nt 7€$'1V I - �" -- — — - �
E4/
►N i T � �O �S�CTION24 /
N I (V N cV Fb ry / Y-2-N, R-14-Vd i
CV W b j o THEREON D. HIRSC R-2 '
To confluence w/ South Loop ry � ry� � � / � a R-2
HRYN
Taylor Loop Creek I � �/ � / � THEREON D. HIRSCHEIDER
e / DARRELL L. HORSEY / & KATHRYN
60' ROW Easement
37°-4" Top Width
---- -201— -----
Bottom
SECTION A - A
Trapezoidal Section
NOTES 5' - 6'
MIN.
1. Raid. botlarn w/ e x 61 or OWWM
2. Dowels shall be No.S @ ce,dere
of block voids, L=S'x5 1
3. Cap walls with 7 Paving Unite
a. weep Notre, TO e. 2" B ce w
1above flowllna. Baeksll wells
wHh "C" Behest to 17 above weep holes. Bottom 2'
S. Block voids shall be cons filled & mdded.
SECTION B - B &
Vertical Wall Section
00
to
00
N
CN
N 00
00
C -
South Loop Split
Taylor -Loop Creek /
0100 =1315 off i /�a`� ELIZABETH GRAY, TF
11b5„� AF r
a / 5
(� to
20'DRAI
hp•f's —._ 9 _ — N FASEMEN
28" E •'96.3 ''
'.0' D IN)i— 010 = 481 Dfs
D.A. = 382 Ac
E & SEWER EASEMENT �011
101 .5' LANDSCAPE BUFFER
SHIRLEY DYER
GENERAL NOTES
N oy ��
CITY OF LITTLE ROCK �/ Cy ry� 1. All building lines are a minimum of 25 feA from property lines
ro� unless otherwise noted.
CERTIFICATE OF PRELIMINARY 2. All easements shown to be used for utilities and/or drainage and
South Loop SURVEYING ACCURACY
are to be 10 feet in width unless indicate] otherwise.
Taylor Loop Creek CERTIFICATE OF PRELIMINARY 3. All lots having curved boundary lines arc measured using chord
Q100 = 4215 cfs PLAT APPROVAL s®®®® CERTIFICATE OF PRELIMINARY I, William R. Gipson hereby certify that this
distances.
psi A T E of � ENGINEERING ACCURACY y fY
Al ' A NS, g a� -- - plat correctly represents a boundary survey made
a , <-T�'C• or verified by me that all surveying requirements 4. Minimum floor elevations denoted for lots were derived from
All requirements of the Little Rock Subdivision a"1 Firm Panel No. 050181 002 E, dated No ember 3, 1993.
$E C 19'T E ii E 9� I, William L. Dean hereby 'trtor z of the State of Arkansas and City of Little Rock
Rules and Regulations relative to the preparation \ y sTA
RtYKANSAS Subdivision Rules and Regulations have been 5. Ground contours Interpolated from grid curve Elevation source,
and submittal to a preliminary plat having been 1PB O F E S S f O tN a L certify that this plat correctly represents 117a1 9 po g y.
fulfilled, approval of this rat is hereby � MNt71 B E E R a plat made by me, and that engineering complied with and a copy of said boundary has PAGIS 2090, Elevation 315.08' NGVD 29,
pP P y granted, `- * * ,
subject to further provisions of said rules and �y No.4418 requirements of the Little Rock Subdivision 1 been duly filed for record in the offices of the
State Surveyor 8. Floofrom 1 93line M for pre development conditions as determined
regulations. This certificate shall expire —___ �• <</ Q��' Rules and Regulations have been complied yor and the Pulaski County Circuit from 1993 FIRM elevations.
with. Clerk on , 20_,in
Signed, 1 LAi Plat Book Page 7. Open channel ditch improvements and stormwater detention facilities
Date .... vdll be provided by Heatherbrae Property Owners Municipal
Signed, _ _ _ _ _ _
Improvement District No. 5 of the City of Little Rock.
Date of Execution Name, Registered
8. Source of water supply: Little Rock Weler Works
Date of Execution Name 9. Means of wastewater disposal: Little Rock Wastewater Utility
Date of Execution Name, Engineer Registered Professional 10. Linear feet of new street approx. 815'.
L.R. PlanningNo. 4418 , Arkansas Land Surveyor 11. west bounds ditch shall be fenced oil both sides. Commission No. 1170 Arkansas boundary t
w �OF Ali
i BI
CIVIL lJi
DESIGN, INC 2�
No. 102
:qAS
Preliminary Plat
Phase 3
Heatherbrae Subdivision
Part of the SE 1/4, NE 1/4, Section 24
Township 2 North, Range 14 West
Part of the E 1/2, NE 1/4, NE 1/4, Section 24
Township 2 North, Range 14 West
Drawn By: J. Dreher Approved By: W.L. Dean
Checked By W.L. Dean Revised: March 20, 2001
Revised: April 3, 2001
Owner or Record : Woodhaven Development Company, 8721 Warden Road, Sherwood, AR
Title Source: 93-16016
s-7/7-/1