HomeMy WebLinkAboutS-0717-H Map 4W
Z U)
® 4
50 0 50 100
scale feet
1 =50'
NOTES
1. Rekd. bottom w/8x81011OWWM
2. Dowels shag be No. 4 ® centers
of block volds, L" 2'x 2' L
3. Cap wells with 2- paving Onto
4. Weep Holes. 3- 0 ®16 centers.
12' Abow Flowline
S. Block voids shall be cons. Aged 6 mdded.
SOUTH LOOP /
TAYLOR LOOP CREEK
rn Q100 = 2900 cfs
n. Sol
i-- o -
CURVE DATA
Row �i R = 213.52'
ROW PAGIS MONUMENT T = 294 2' , w
40' sewer a Drainage Easement _ _ 2090-47 /'\ = 15 41 18
CHORD BEARING = N 66127' 39" W
- ------- -------------
Top Width Vanes NE Comer _ - ----- -----------------
SE 1/4, NE 1/4 i - -- - - - -. - ----- ----
�71 S2, T2N, R14W b
�8"� CONC. BLOCK r r N
r- _ N
Hinntherbr-ae Hhr ivision L
NOTES h1M� t \ N N°os N,
1. \ . v /d�-1
1. Relm.bothxn W/8x610110WWM \ / ` V 1�-p
2. Dowels shall be No. 5 @ canters 8" sB --- - 5
of block vokls. L=Ga6' \ \ \ / — _` /� ■ ■ __ —. —._ LJJ \C
3. Cap walls with 2" paving units g" - - - - - - - - - l \ \ P I I n . TO CABrRea ROAD
4. Weep Hdee, 3' 0 ®10' centers, ��_�� ��V ! -
EI- aH �/
12' above flowllne. Back011 walls Z• HI-22 `�����•�jjjJJJ
wah'C' Ballast lo 12' above weep holes.SERVICE \
�� �� � ° � � j A613ERViCE
5. Block VMS shall be COW Read 8 mddad. FX. 2gXPs C PA 41 / rH g
r i'sERwcE N � � � �SOurce of Title: 94-22178/ �-- � ' � •' � �.
sEcnoN a- B r V � R-2N G� �� —
Vertical Wall Section 01' _ ___- ,
P
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to
CD
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cY
- O -
N N �_ --- -� ! �MORGAN _ _� \T I VICINITY MAP
�. _ — - �_- • a cl / NO SCALE
to
W
to KHAN r -- — -- --
00 -
M
South Loop Split 00
z Lb
Taylor_LCop Creek Q
Q100 = 1315 re ��� ELIZABETH GRAY, TRUSTI` / // / \ _/ HEATHERBRAE PHASE 3 LEGAL DESCRIPTION
/ Commencing at the NE comer of the SE %, NE'% of Section 24, T2N, R14W, City of Little
AF \ N Rock, Pulaski County, Arkansas; thence North 89 degrees 05 minutes 52 seconds West
e� / / JONES / �� �/� 1 1
- � e� � � � \ N along the North line of said SE /4, NE /4 for a distance of 340.19 to the NW comer of
C / / / �. , / %/ CLARK Heatherbrae Subdivision, 9
Phase 2• thence continue North 89 degrees 05 minutes
/ 5 t - / �`� - - -� // M \ 52 seconds West along said North line 19.0' to the Point of Beginning; thence North
w - rw___-__ °
�,i % a N 1 °41'41' E i HASLER
�' z5" t �96.3 / \ `- 01 degree 37 minutes 28 seconds East 396.32; thence North 59 degrees 22 minutes
r m 15 50.00' % / �\ 32 seconds West 50.0% thence North 75 degrees 52 minutes 18 seconds West 261.44
2DD eE i� N 15^q / 3�� / N / ��, -v� o 0 thence South 01 degree 43 minutes 43 seconds West 481,20' to the SW comer of the
EMENT q/, / S7'7p» 1 1nLL F- E'/2 of the NE %, NE %of Section 24, T2N, R14W; thence South 02 degrees 07 minutes
t i In �a m / / F \ s> emu' Z 41 seconds West 540.67 ; thence North 87 degrees 37 minutes 14 seconds East 219-14;
I d h� • II m r o N { N 66°27 39" l4 as �o\ °o> t-
i o m N a, o v HOWARD thence North 18 de degrees 29 minutes 46 seconds East 81.61 , thence North 54 degrees
°l 56.13'.. m 9
32 a $ t \`N _ W --� I �� �- �� \ o F- CV 57 minutes 13 seconds East 114.70 ; thence North 41 degrees 24 minutes 08 seconds
�� II
}* ; ' � � D- - N N • `. ems, n-- � _ / �+—"� _ � I � � � " �' r ,� � West 76.21'; thence North 22 degrees 51 minutes 10 seconds East 115.26' to a found iron
pin on the South ROW line of Glen Valley Drive and a curve to the left (said curve having a
LL
`' 00
central angle of 15 degrees 41 minutes 18 seconds and a radius of 213.52'); thence along
ivl H '� rj ; "/ .' % c / �' ^/ o the are of said curve to a found iron pin (said curve having a chord bearing of North
%/
/ 2s BLDG une 0ep_ , j i / �_— 66 degrees 27 minutes 39 seconds West and a length of 58.28'); thence North 15 degrees
v>� g m-- — -'--- - - -� � _ _ -
Z �I I EO E COLLINS / �� 00 ,• - " ' sLDG Una / ° 41 minutes 41 seconds East 50.0' to a found iron pin on the North ROW line of said Glen
a ,i` ' a Valle Drive; thence continue North 15 degrees 41 minutes 41 seconds East 153.92' to a
p & 'LI$S / / h -. - ,��. 45' R/W N\ Y n h in 4 being e
n > point on the N rth lire of the SE 114, NE % of c -rinn 2n, T2N, R14W, ca?d p, n, be,ny th
t o• - o v e7 I R 2
sz i , --`- - - - ---- HANDICAP RAM j NW corner of Heatherbrae Subdivision, Phase 2; thence North 89 degrees 05 minutes
_ _ 15"_ — _ — -- - ,go" ' - 22 seconds West along said North line of said SE 114, NE'/4 for a distance of 19.0' to the
rn to / / / /8" LOCH LOMO D COURT' ` -- 4 — — — --- _ _ m ' g containin 6.55 acres more or less and subject to a 25' wide sewer
a I / / r / y° 18" o — 2 ' - - -- - --� • -LOCH LQ_ OND OURT r 1oz' rn_ Pomt of Beginnin g J
r3 / 'i/ ti �.- ---- 30" GARY HOWELL -m / `� Cli
easement as depicted on this plat.
0' DRnINAGI:
o S /Z / ENrS / / -
/ - & SUSAN
��rta
DRAT GE
O ' ACCESS EASEMENrt 1 - II / i Do - 'BLDG 'ne AO
�,� �� — o -/ R ' v R-2
�4A 4) ��'EsgE�ASEMENT Ens rlW WILMAR R. HARDiNG
0�0 0 b �+ NORMA F.
- --; — --- �— 6 0 _
'-RE BLDG. L NE — -� -- — -� - --� - - �--- � c•1
/ 16 BUFFERAREA , - - — --- _ — - _ -15' R BLDG, LINE r \
V j 15T f gy 1 A �. �� .15' BUFFER AREA
N 01 4 43 / IL 2' DRAINAGE RO DEDI TION / -- - 75' 80 \
- � 80' 81' 75' �\
75, Q70=54881ds
C )--- -- - — 01 ° 43 43" W 75' 75 y
___ 0 DRAINAGE
D.A.= 2AC
o CROSS SECTION 137 2 I
1 I 481.20' 20 DRAINAGE ROW DEDICATION _ _cm
}�
40' DRAINAGE CR�6 SECTI � ` �E,�xis-n%�;-
EASEMEpT _ _ _7 _11
i EASEMENT WI 75' /A - A _ ,� _ $ 02°0T41" W 540.6T 20' DRAINAGE 8 SEWER EASEMENTrot
l
LAND8CAPE BUFFER - �"
CID I PAGIS 2090 4 `n — -- '-
'-' �- ...- �' �NI 11.5' LANDSCAPE BUYER
ti \ i — — — SV/ CO NCR ! w - - B
1 m F -2 7 -�� -,1NJE7A
r`cb�� 1 / SECTION 24
ti N t fi^ty/ CIV oJ� Y2-N, R-14- ' —
N I cV7%/�� ry Cb �/ CD THEREON D. HIRSCI4EIDER --- -- R-2
C'vry �� cbD �h �� "'—&KATHRYN R-2
/ To confluence w/ South Loop I ry THEREON D. HIRSCHEIDER Taylor Loop Creek & KATHRYN SHIRLEY DYER
DARRELL L. HORSEY ctj ry �/
GENERAL NOTE i
-_ 6V ROW Easement
37" - 4" Top Width
V MIN
Bottom
SECTION A - A
Trapezoidal Section
4 CIVIL �c e
DESIGN, INC
r No. 102
yv �;
••••••-..!ASAS EP�D .•''•
ry ��nj 1. All building lines area minimum of 25 feRt from property lines •
CITY OF LITTLE ROCK unless otherwise noted. preliminary Flat
CERTIFICATE OF PRELIMINARY rO 2. All easements shown to be used for utildes and/or drainage and SURVEYING ACCURACY are to be 10 feet in width unless indicates otherwise. Phase 3
South Loop
3. All lots having curved boundary lines are measured using chord
Taylor Loop Creek CERTIFICATE OF PRELIMINARY
Q100=4215cfs PLAT APPROVAL CERTIFICATE OF PRELIMINARY distances. Heatherbrae Subdivision
ENGINEERING ACCURACY I, William R. represents
hereby certify that this
0'/S1 A� F o _ plat correctly represents a boundary survey made 4. Minimum floor elevations denoted for loss were derived from
a� A R >; Sk1 S 1T or verified by me that all surveying requirements Firm Panel No. 050181 002 E, dated November 3, 1993.
All requirements of the Little Rock Subdivision a ® A t of the State of Arkansas and City of Little Rock j Part of the SE 1/4, NE 1/4, Section 24
�11 * I, William L. Dean hereby 9RICAP170 Subdivision Rules and Regulations have been 5. Ground contours interpolated from gridsurvey. Elevation source,
Rules and Regulations relative to the preparation v certify that this plat correct) represents Township 2 North, Range 14 West
g � RRCI,TEIIED \ fY P Y P s�t17° i
and submittal to a preliminary plat having banted \ een 1' R a F E SS 10 R L complied with and a copy of said boundary has PAGIS 2090, Elevation 315.08' NGVD r9.
e a plat made by me, and that engineering j been dui filed for record in the offices of the
24
fulfilled, approval of this plat is hereby g \ $; G I ti E 1 requirements of the Little Rock Subdivision / !f Y 6. Floodplain line is for pre -development cmditions as determined T
1 q * State Surveyor and the Pulaski County Circuit from 1993 FIRM elevations. Part Of the E 1/21 NE 1/4, NE 1/4, Section
subject to further provisions of said rules and * * * i Rules and Regulations have been complied
No.4418 � 8 9 p{}'^ • Clerk on , 20 ,in Township 2 North, Range 14 West
regulations. This certificate shall expire `� 4,te �0 with. 7. Open channel ditch improvements and dormwater detention facilities
p $ LA B, •^ Plat Book Page will be provided by Heatherbrae Property Owners Municipal
,- 1A Al L, P�� Signed, ,,,,.«,^ Improvement District No. 5 of the City of U le Rock. Drawn By: J. Dreher Approved By: W.L. Dean
Date ®s
Signed, -- - -- - - 8. Source of water supply: Little Rock WEter Works Checked By W.L. Dean Revised: March 20, 2001
-_--._- - _ __ , _, .__ __ ____ - _ Revised: April 3, 2001
Date of Execution Name, Registered Date of Execution Name
9. Means of wastewater disposal: Little Rock Wastewater Utility
Engineer Registered Professional 10. Linear feet of new street approx. 815'. Owner or Record: Woodhaven Development Company, 8721 Warden Road, Sherwood, AR
Date of Execution Name,
Title Source: 93
L.R. Planning No. 441 S , Arkansas Land Surveyor 11. West boundary ditch shall be fenced on both sides. IC
Commission No. 1170 Arkansas r _ T CI DESIGN, INC.