HomeMy WebLinkAboutZ-7216 Map 4I oJ Z
I�O
0 NSLOR SLOPE
0
EDGE OF PAVEMENT UBD VS ON
TAYLOR LOOP ROAD-/, \-FOUND
Y4' REBAR
0 I I I 215' R-2
JULIA
2
JULIA CYPERT (TRUSTEE) ST/EE)
BASIS FOR BEARINGS
FOUND 1i" REBAR 0'06 E 420.38_
'
°
I)�__QQh��
-4
NNO
`- FOUND )j" REBAR
SIE
PROPOSED
Ik
PROTECTIVE FENCE ONE FOOT
OUTSIDE OF BUFFER
890006 1 uu.Gv
0 8
CH AG/32o 9 rROTE0 IwE
O FO
/4+a0 I 4 0 I I 3+60 3+a II - 2+60 / // ` 1+20 O+eO O++u \ \
-W��---� -- t + I I y+y �--1- 1 -t- I- - - 4 - -1 - 1 l -,L+ L 21/1_ / 2wg/ ,+so _
I W W rV" M -�I N� W�W VI -I-- }� W %I-� -
N 22°33'24" E w e3 S / S-4"�-IS SI SGS S�- I G 3 0 15 1(` SI T 368.0 G�369.7a C _-_ _ +
s to a eo 4+aa '+-�- -a++�1 13+as _ 8 5/+ / 2$495.ee / o T+2a_ zsD+eo 1 o+,a� \ \ \ \
40.49 ~� �- - \ 1--�'}I 36 3 I I I 8.4 37p 4 32.0-+x-'�+�-__ _ \ `\-
I PROPI'OS D 14" S�W R\LI \ \�� `\ 3 i I � I I G 36 . 371. / \` \\ \
I I I I ` \ I \ \� \ � \ I � I • I I 1 1 � PI I I 17,.2 � �� / 7.36
GGsr1. 75.45 / - \ \\
\ 1 ' I \ T y 76 I _ �374x55 / T 2.45
s+ a7 \s+ I 4+eo 1 - 40 + - 1 _ I Gl 69.2_ '�'�-� �0 +40 G 71.95 2+aa ,+yo --'r-_ t.2p_ o+eo` �+4a
° 9 77 - _\ 1 - _ -� / M I . I �I"^"'I- I I I I` i I 3 .35 37 00 / T 37 .69
N 05 05 42 �/ I I I 3 ,.65 c 37 s9
I I
\48.53' I o/ / PI�OTECfiIV RQIL AT I
I I r' TbP(OF PE
31 + T 1568 I I 0 T 53 5. s
I'G 67.3 3.0 G3I I ! I 0
0
a �
1 I I I M I \
TI367 3bBB T 0 I TG 5
5.
GI I I I O I 3
i I I I I: 6199 ILO
I I -- o N \�\ \� \\�
3 ss 0� s+z „ + I 1 4+ ' I +00 , 3+j0 I 3+I:o I I 0 \0100
N 26°42 45 W +�-�� �r� -1- r -�+� _ _ .�I _� 649 +ool 1 ea +ao a+xy RESIDENT OT 1
1 I T B .7 37 ,43 - - �~ 8 - \
C `` 1 I I� I I I I I I. G 69. I I G 375.0 G 77 .93
35.89' \ \ " 1 \ I 1 1 I III I I I I I / i I - i -I --I6 i l� I 1 1 1 I I fir- o\ACRES \
\ • ,\ \\\I lill.l I I I � I 1 I � I � I I ISI I I �1 I I I 1 111
1 I 1TRIAci °dA [ I I �I III I( I l l 1 1 I 11 1 I I I Z4_¢°
I, 814.1 FTl I I I 11'/Tg1 1 1 I 1 I I o \ \
f I I I I1 1 `I I I �\
I 1 I I\ sso..ba b co 4
1 \ I I •I 1 371 RE I II 37.03 .co
CO
3 \ \ \\ \\\ I I I I I I I I I I I I 11 I T ,375.00 \
�2 2 8 \\ \s+dp I I 1aa I a�00 I I.'yg I G �i72.50+a0 \ H AC \ \ T 3 8 \ z+001\ �T 921 ,+zo \ o+e0 \
►5 i 1*` G\ 3 HC i G 8._42 _ _ _ -i \ 000
4 4 + T 3 8.54 37 3V.
58 ` \
3 LE
` \ 11
I1.ERCEPTQQR`\ \ \ \1 \1 - �AO \ 379 0
<n O \\� \\(AS NEi<\ O) \ \ G 3790 I I I \ I 0
r, I I 1 I 1 \ I CURVE DATA: /� a
\ \ \ \ I 1 I \ I RAD: 50 0" / \
} I
(?%
I ARC LENfrTFi: 157.08' \
„% \\ \ \\ \�\\ \ I I I li �/ I I / 1 1I�. 7, I I
�O A.97 +e0 \ \ +(.00 I3+80 3 0 I_ I �40 a+q0� 1 e0I 4
o �+ - - }+\ I - {- --.f -J-- -{ +- If -tf - ' `�---4
+� O �\ \ �1 �I11-fI`- \ I 3 60 371.92 378.5 1 \
O" O •` \ \\ \ 1 \\ I I I 3 .34 I I I I I GI 378.Op a 34,
7 1 \ 1
CURVE DATA \ �� \\I \ �1 \\ \\� \\ \ III1 II I i i i i 20 a' I � 1 si I � I \
RADIUS: 612.21 3 \ \ (o \\
ARC LENGTH: 24 .5815 , \ \ \ \ \ �� \\ \ 1 I I I l I I I /A -� B FFk-
\ A 1
CHORD BEARING-) N 21044 1 1\3" W \ �� \ \ \ 1 �\ l I I I ' I I I I 1 i 36
CHORD LENGTH : 242.96 ' 4+ &32 \ �\ 4-x-1 I I I I I,+a� 3+ea I1+2 1 ,a G 76.9 +aa
\ 1 +I \ -I R \376. 4 37 .34 376. -
,¢�, 3'67.0 \ \i76• G 376.4
EAST BACK OF 3 RB OF HINSON ROAD j 1 \ \ \ \ `\` \ \ \ \ \ \ \ , '\ 4' 0 I \ 376. 4
Q I \ 1 \\ \\ \\ \\ \ \ \\ \ \ \ \ \ \ \ \ 6VAC
"DC \ \ \ \ \ \\\ \ \
As375
s i
4+ .05 4+ 1 \ \ 1 \4 \ 0\ \ \ \ \ \ \` \ \ \ +20 \ \ \ I°\ + \ \ 2+ / \\ 00\ T 3 .41 80 �\ \ t+20 3
�- \--I--� -\T \ -- -+ 4 \ ---H-\
374 $0 G 3 .63 \ 34:85'+4 -�
\\ \ c
®Il II \ it\\ \\ \ \\ \ \\ \\\ \ \ \\ \\ cc 7a: \ c 33 3:34 \ s \ \ \
I \ \ \ \ 7yL PAVEMENT NO NOSC`APE ISLAkO \ \ \
I I I \ \ \ \ WILL\HAVE CI OF LIST4E RO \
Uf3RIGHT`CLASS CURB
® 4+ .es a+4o I I 1 41001 I I I I 3 \ \ \ \ +20 \ \ \ \z+eo \ \mss 2+ \ \+ao \ \ \ �+ \ \ \ u23\ `
i
\ \ \ \ \ \
a+ we+40 \I I I I
14+10, I 1 3+ \ \ 3 z0 \ \�� z+a0 \ \ a�AO \ \ z�aa \ \ \ 1+20 \
1 15'\ - \- \ \ \ \
\ \ \ \ \ \ \
o00+�a:esx ease \ \ \ \ \ \'
\ \1+600 \ -\ k -t1 a+a0 \ \ - \ \ \ \ \ \ \
4+ 5.91 - �\ y\a\ \� a0\ \ \ +2a \ \ I \ 2+e\0\ \ \ \ 2+40 \ \ \+ \ \ \-I+ 1 1+20\ \,
CURVE DATA -
RADIUS: 442.1
ARC LENGTH: 100.46
1•aa \ \\\ \ \ \ � 1 I
CHORD BEARI G: N 16051'02" W 0 \ \\\\\\ \ \ \ s I BaI6'05 w456\ l 30933 I I�
CHORD LENG'H: 100.24' S 88°16 W 424.56'
3
RICHARDSON INVESTMENT CORP.
(UNIMPROVED)
R-2
CHORD�BEARING: N 00'00 W \
HORD LENGTH: 100.00'
m+ao Cr0+0
J/ t
\
RAD: 50.0"// O\.
ARC LENGTH: 63.11%
\ CHORD BEARING: x 36'09'36' W
CHORD LENGT� 9.00'
0+80 0+40 \„
\ \ 68.13. f
4+t5
-0
�RESJIlENT1AL���2� - - -
m \ 17 555 SQ. FT. \
N \ \
N. \ \
0+40_
I 1 S
888161W W 10 .00'
A
92 PARKING SPACES SHOWN AT 9'x20'
4 HANDICAP PARKING SPACES SHOWN
AT 13'x20' ALL ISLES 20' MIN.
N
NOTE: BUFFERS MUST REMAIN
UNDISTURBED EXCEPT AT DRIVEWAY
AND UTILITIES
NOTE: ALL EXTERIOR LIGHTING WILL
BE LOW INTENSITY AND DIRECTION
CONTROLLED
BOC
FOUND Ya' REBAR
FOUND 1" STEEL ROD IN LONGLEA
ADDITION 586.48'19"E 11.33' FROM
CORNER
4+00
NOTE: CONTOUR ELEVATION DATUM
IS 4.9' LOWER THAN DATUM FOR
3+80 PAGIS MONUMENT 2063-0061
3+50
3+00
2+00
FOUND 2' BRASS CAP, MARKED "PAGIS
2063-00610 (LONGLEA ADDITION)
PROPOSED CURB
FOUND 3/4' REBAR
(LONGLEA ADDITION)
PROPOSED 8' SEWER
NONfY
1 T240, R.
ORl
Vc
0+30
FOUND 1/2' REBAR
(LONGLEA ADDITION)
FOUND 1/2" REBAR
FOR LONGLEA ADDITION
14.85' NORTH OF CORNER
POINT OF BEGINNING
SOUTHEAST CORNER
WYy NEY4 SVb4 SECTION 19
T -2-N R -13-W
NOTE: ALL LANDSCAPE AREAS WILL
BE IRRIGATED AND PROTECTED BY
CONCRETE CURBS
THIS PROJECT
NOTE: Rings and Cavar are 24" standard
sidewalk iype. All praJectlons through pavements
such as manhole rings, valve boxes, etc. are to
be wrapped with ExyansiVo Joint Materlal
to prevent bond with concrete.
LN TAT
A�
4'-0' Min.
/6 Ban 0 6" O.C. Both Ways 1, ,16 Ban
EXISTING MANHOLE
}-�: 1 A2f2 iG) c
t .J. GY: C. ! YLC F2
j�
G'4+I�jF[};
/017/2002
CHECKED BY
'9 0/a'S /02
s C'JL c � �
c ' Ni7MEE t
500
02N
7 3W
0
9 9
2 7 0
60
O? 28
`- FOUND )j" REBAR
SIE
PROPOSED
Ik
PROTECTIVE FENCE ONE FOOT
OUTSIDE OF BUFFER
890006 1 uu.Gv
0 8
CH AG/32o 9 rROTE0 IwE
O FO
/4+a0 I 4 0 I I 3+60 3+a II - 2+60 / // ` 1+20 O+eO O++u \ \
-W��---� -- t + I I y+y �--1- 1 -t- I- - - 4 - -1 - 1 l -,L+ L 21/1_ / 2wg/ ,+so _
I W W rV" M -�I N� W�W VI -I-- }� W %I-� -
N 22°33'24" E w e3 S / S-4"�-IS SI SGS S�- I G 3 0 15 1(` SI T 368.0 G�369.7a C _-_ _ +
s to a eo 4+aa '+-�- -a++�1 13+as _ 8 5/+ / 2$495.ee / o T+2a_ zsD+eo 1 o+,a� \ \ \ \
40.49 ~� �- - \ 1--�'}I 36 3 I I I 8.4 37p 4 32.0-+x-'�+�-__ _ \ `\-
I PROPI'OS D 14" S�W R\LI \ \�� `\ 3 i I � I I G 36 . 371. / \` \\ \
I I I I ` \ I \ \� \ � \ I � I • I I 1 1 � PI I I 17,.2 � �� / 7.36
GGsr1. 75.45 / - \ \\
\ 1 ' I \ T y 76 I _ �374x55 / T 2.45
s+ a7 \s+ I 4+eo 1 - 40 + - 1 _ I Gl 69.2_ '�'�-� �0 +40 G 71.95 2+aa ,+yo --'r-_ t.2p_ o+eo` �+4a
° 9 77 - _\ 1 - _ -� / M I . I �I"^"'I- I I I I` i I 3 .35 37 00 / T 37 .69
N 05 05 42 �/ I I I 3 ,.65 c 37 s9
I I
\48.53' I o/ / PI�OTECfiIV RQIL AT I
I I r' TbP(OF PE
31 + T 1568 I I 0 T 53 5. s
I'G 67.3 3.0 G3I I ! I 0
0
a �
1 I I I M I \
TI367 3bBB T 0 I TG 5
5.
GI I I I O I 3
i I I I I: 6199 ILO
I I -- o N \�\ \� \\�
3 ss 0� s+z „ + I 1 4+ ' I +00 , 3+j0 I 3+I:o I I 0 \0100
N 26°42 45 W +�-�� �r� -1- r -�+� _ _ .�I _� 649 +ool 1 ea +ao a+xy RESIDENT OT 1
1 I T B .7 37 ,43 - - �~ 8 - \
C `` 1 I I� I I I I I I. G 69. I I G 375.0 G 77 .93
35.89' \ \ " 1 \ I 1 1 I III I I I I I / i I - i -I --I6 i l� I 1 1 1 I I fir- o\ACRES \
\ • ,\ \\\I lill.l I I I � I 1 I � I � I I ISI I I �1 I I I 1 111
1 I 1TRIAci °dA [ I I �I III I( I l l 1 1 I 11 1 I I I Z4_¢°
I, 814.1 FTl I I I 11'/Tg1 1 1 I 1 I I o \ \
f I I I I1 1 `I I I �\
I 1 I I\ sso..ba b co 4
1 \ I I •I 1 371 RE I II 37.03 .co
CO
3 \ \ \\ \\\ I I I I I I I I I I I I 11 I T ,375.00 \
�2 2 8 \\ \s+dp I I 1aa I a�00 I I.'yg I G �i72.50+a0 \ H AC \ \ T 3 8 \ z+001\ �T 921 ,+zo \ o+e0 \
►5 i 1*` G\ 3 HC i G 8._42 _ _ _ -i \ 000
4 4 + T 3 8.54 37 3V.
58 ` \
3 LE
` \ 11
I1.ERCEPTQQR`\ \ \ \1 \1 - �AO \ 379 0
<n O \\� \\(AS NEi<\ O) \ \ G 3790 I I I \ I 0
r, I I 1 I 1 \ I CURVE DATA: /� a
\ \ \ \ I 1 I \ I RAD: 50 0" / \
} I
(?%
I ARC LENfrTFi: 157.08' \
„% \\ \ \\ \�\\ \ I I I li �/ I I / 1 1I�. 7, I I
�O A.97 +e0 \ \ +(.00 I3+80 3 0 I_ I �40 a+q0� 1 e0I 4
o �+ - - }+\ I - {- --.f -J-- -{ +- If -tf - ' `�---4
+� O �\ \ �1 �I11-fI`- \ I 3 60 371.92 378.5 1 \
O" O •` \ \\ \ 1 \\ I I I 3 .34 I I I I I GI 378.Op a 34,
7 1 \ 1
CURVE DATA \ �� \\I \ �1 \\ \\� \\ \ III1 II I i i i i 20 a' I � 1 si I � I \
RADIUS: 612.21 3 \ \ (o \\
ARC LENGTH: 24 .5815 , \ \ \ \ \ �� \\ \ 1 I I I l I I I /A -� B FFk-
\ A 1
CHORD BEARING-) N 21044 1 1\3" W \ �� \ \ \ 1 �\ l I I I ' I I I I 1 i 36
CHORD LENGTH : 242.96 ' 4+ &32 \ �\ 4-x-1 I I I I I,+a� 3+ea I1+2 1 ,a G 76.9 +aa
\ 1 +I \ -I R \376. 4 37 .34 376. -
,¢�, 3'67.0 \ \i76• G 376.4
EAST BACK OF 3 RB OF HINSON ROAD j 1 \ \ \ \ `\` \ \ \ \ \ \ \ , '\ 4' 0 I \ 376. 4
Q I \ 1 \\ \\ \\ \\ \ \ \\ \ \ \ \ \ \ \ \ 6VAC
"DC \ \ \ \ \ \\\ \ \
As375
s i
4+ .05 4+ 1 \ \ 1 \4 \ 0\ \ \ \ \ \ \` \ \ \ +20 \ \ \ I°\ + \ \ 2+ / \\ 00\ T 3 .41 80 �\ \ t+20 3
�- \--I--� -\T \ -- -+ 4 \ ---H-\
374 $0 G 3 .63 \ 34:85'+4 -�
\\ \ c
®Il II \ it\\ \\ \ \\ \ \\ \\\ \ \ \\ \\ cc 7a: \ c 33 3:34 \ s \ \ \
I \ \ \ \ 7yL PAVEMENT NO NOSC`APE ISLAkO \ \ \
I I I \ \ \ \ WILL\HAVE CI OF LIST4E RO \
Uf3RIGHT`CLASS CURB
® 4+ .es a+4o I I 1 41001 I I I I 3 \ \ \ \ +20 \ \ \ \z+eo \ \mss 2+ \ \+ao \ \ \ �+ \ \ \ u23\ `
i
\ \ \ \ \ \
a+ we+40 \I I I I
14+10, I 1 3+ \ \ 3 z0 \ \�� z+a0 \ \ a�AO \ \ z�aa \ \ \ 1+20 \
1 15'\ - \- \ \ \ \
\ \ \ \ \ \ \
o00+�a:esx ease \ \ \ \ \ \'
\ \1+600 \ -\ k -t1 a+a0 \ \ - \ \ \ \ \ \ \
4+ 5.91 - �\ y\a\ \� a0\ \ \ +2a \ \ I \ 2+e\0\ \ \ \ 2+40 \ \ \+ \ \ \-I+ 1 1+20\ \,
CURVE DATA -
RADIUS: 442.1
ARC LENGTH: 100.46
1•aa \ \\\ \ \ \ � 1 I
CHORD BEARI G: N 16051'02" W 0 \ \\\\\\ \ \ \ s I BaI6'05 w456\ l 30933 I I�
CHORD LENG'H: 100.24' S 88°16 W 424.56'
3
RICHARDSON INVESTMENT CORP.
(UNIMPROVED)
R-2
CHORD�BEARING: N 00'00 W \
HORD LENGTH: 100.00'
m+ao Cr0+0
J/ t
\
RAD: 50.0"// O\.
ARC LENGTH: 63.11%
\ CHORD BEARING: x 36'09'36' W
CHORD LENGT� 9.00'
0+80 0+40 \„
\ \ 68.13. f
4+t5
-0
�RESJIlENT1AL���2� - - -
m \ 17 555 SQ. FT. \
N \ \
N. \ \
0+40_
I 1 S
888161W W 10 .00'
A
92 PARKING SPACES SHOWN AT 9'x20'
4 HANDICAP PARKING SPACES SHOWN
AT 13'x20' ALL ISLES 20' MIN.
N
NOTE: BUFFERS MUST REMAIN
UNDISTURBED EXCEPT AT DRIVEWAY
AND UTILITIES
NOTE: ALL EXTERIOR LIGHTING WILL
BE LOW INTENSITY AND DIRECTION
CONTROLLED
BOC
FOUND Ya' REBAR
FOUND 1" STEEL ROD IN LONGLEA
ADDITION 586.48'19"E 11.33' FROM
CORNER
4+00
NOTE: CONTOUR ELEVATION DATUM
IS 4.9' LOWER THAN DATUM FOR
3+80 PAGIS MONUMENT 2063-0061
3+50
3+00
2+00
FOUND 2' BRASS CAP, MARKED "PAGIS
2063-00610 (LONGLEA ADDITION)
PROPOSED CURB
FOUND 3/4' REBAR
(LONGLEA ADDITION)
PROPOSED 8' SEWER
NONfY
1 T240, R.
ORl
Vc
0+30
FOUND 1/2' REBAR
(LONGLEA ADDITION)
FOUND 1/2" REBAR
FOR LONGLEA ADDITION
14.85' NORTH OF CORNER
POINT OF BEGINNING
SOUTHEAST CORNER
WYy NEY4 SVb4 SECTION 19
T -2-N R -13-W
NOTE: ALL LANDSCAPE AREAS WILL
BE IRRIGATED AND PROTECTED BY
CONCRETE CURBS
THIS PROJECT
NOTE: Rings and Cavar are 24" standard
sidewalk iype. All praJectlons through pavements
such as manhole rings, valve boxes, etc. are to
be wrapped with ExyansiVo Joint Materlal
to prevent bond with concrete.
LN TAT
A�
4'-0' Min.
/6 Ban 0 6" O.C. Both Ways 1, ,16 Ban
EXISTING MANHOLE
2- J6 s_
Across Opening
Depress gutter
at throat
1/2" Expansion JolntJ :a I ? fa oars Li/2• Expansion Joint
A -J
PLAN
CND
Q B
Ld '
J
0R If 0!
Z
CURB INLET
CIRCULAR MONOLITHIC
CONCRETE CONSTRUCTION
(NOT TO SCALE)
Type F-RIng k Cover
Acrass Opening
Depress ggutter
at Throat
�1�
1
LITTLE ROCK PLIINNINO G
AP^r mim, S'_i 'io a.
PI.
Al /� ' Q ✓ -
30° 1 ' 30'
BAR SCALE: 1" = 30'
z
4" Soil Pipe 4' Soil
6'
I Ring 3 Cover
4" Soil Pipe
4'-0' Min.
SECTION A -A
-Across Opening
Depress utter
at throatg
4'-0" Min. I '
SECTION A -A
STORM WATER
DETENTION OUTLET STRUCTURE
(DOUBLE -THROATED INLET)
(NOT TO SCALE)
s"
0 6"
it Top Relni.
r Eley. 93.5
is
BASIS FOR BEARINGS: NORTH LINE OF THIS TRACT AS DESCRIBED
IN A DEED FOR ADJACENT PROPERTY, AND RECORDED IN
INSTRUMENT #89-48031
I 229,363 SQUARE FEET, OR 5.265 ACRES, MORE OR LESS.
PART OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST
QUARTER (N1/2 NEI/4 SWI/4) OF SECTION 19, TOWNSHIP 2 NORTH, RANGE 13
WEST, IN LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
A
BEGINNING AT THE SOUTHEAST CORNER OF THE SAID N1/2 NE1 4 / SW1 4 / ,
SET 5/8" REBAR AND CAP; THENCE ALONG THE SOUTH LINE OF THE N1/2
NE1/4 SWI/4 S88 -16.09"W 424.56' TO A SET 5/8" REBAR AND CAP ON THE
PROPOSED EAST RIGHT OF WAY (R.O.W.) OF THE NEW ROAD; THENCE LEAVING
THE SOUTH LINE, ALONG THE PROPOSED EAST R.O.W. FOR THE FOLLOWING FIVE
CALLS, ALONG A NON -TANGENT CURVE TO THE NORTH, CONCAVE TO THE EAST,
WITH A RADIUS OF 442.18' AND LENGTH 100.46', FOR A CHORD BEARING AND
DISTANCE OF N16'51'02"W 100.24' TO THE BEGINNING OF A REVERSE CURVE TO
THE NORTH, CONCAVE TO THE WEST, WITH A RADIUS OF 612.21' AND LENGTH
244.58'; THENCE ALONG THE CURVE FOR A CHORD BEARING AND DISTANCE OF
N21'44'13"W 242.96'; THENCE LEAVING THE CURVE N26'42'45"W 35.89'; THENCE
N05'05'42"W 48.53'; THENCE N22'33'24"E 40.49'; THENCE N45'59'53"E 170.89'
TO A FOUND 1/2- REBAR; THENCE SOO'26'05"E 105.30' TO A FOUND 1/2"
REBAR; THENCE N89'00'06"E 420.38' TO A FOUND 1/2" REBAR ON THE EAST
LINE OF THE N1/2 NE1/4 SW1/4; THENCE ALONG THE EAST LINE SOO"32'48"E
447.34' TO THE POINT OF BEGINNING, ENCLOSING 5.265 ACRES.
HOPE322 North Market street
Benton, Arkansas
!it
ENGiNEER8 (501) 5
Fax: (5501)01) 3 3 15-0700
FOR USE AND BENEFIT OF:
ruvrr. mess -
- PLAN
HINISLOR SL Op SUBDIV/SiON
r°t SLFbi IV`S?ON IN iNi= v!"i7 t+f= Lft'TLE ROCK PULASKI COUNTY. ARKANSAS
LEGENDD1
-Computed point
-Found monument
O -Set 15 RB/PIas. Cap
®-sewer Manhole
}-�: 1 A2f2 iG) c
t .J. GY: C. ! YLC F2
j�
G'4+I�jF[};
/017/2002
CHECKED BY
'9 0/a'S /02
s C'JL c � �
c ' Ni7MEE t
500
02N
7 3W
0
9 9
2 7 0
60
O? 28
2- J6 s_
Across Opening
Depress gutter
at throat
1/2" Expansion JolntJ :a I ? fa oars Li/2• Expansion Joint
A -J
PLAN
CND
Q B
Ld '
J
0R If 0!
Z
CURB INLET
CIRCULAR MONOLITHIC
CONCRETE CONSTRUCTION
(NOT TO SCALE)
Type F-RIng k Cover
Acrass Opening
Depress ggutter
at Throat
�1�
1
LITTLE ROCK PLIINNINO G
AP^r mim, S'_i 'io a.
PI.
Al /� ' Q ✓ -
30° 1 ' 30'
BAR SCALE: 1" = 30'
z
4" Soil Pipe 4' Soil
6'
I Ring 3 Cover
4" Soil Pipe
4'-0' Min.
SECTION A -A
-Across Opening
Depress utter
at throatg
4'-0" Min. I '
SECTION A -A
STORM WATER
DETENTION OUTLET STRUCTURE
(DOUBLE -THROATED INLET)
(NOT TO SCALE)
s"
0 6"
it Top Relni.
r Eley. 93.5
is
BASIS FOR BEARINGS: NORTH LINE OF THIS TRACT AS DESCRIBED
IN A DEED FOR ADJACENT PROPERTY, AND RECORDED IN
INSTRUMENT #89-48031
I 229,363 SQUARE FEET, OR 5.265 ACRES, MORE OR LESS.
PART OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST
QUARTER (N1/2 NEI/4 SWI/4) OF SECTION 19, TOWNSHIP 2 NORTH, RANGE 13
WEST, IN LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
A
BEGINNING AT THE SOUTHEAST CORNER OF THE SAID N1/2 NE1 4 / SW1 4 / ,
SET 5/8" REBAR AND CAP; THENCE ALONG THE SOUTH LINE OF THE N1/2
NE1/4 SWI/4 S88 -16.09"W 424.56' TO A SET 5/8" REBAR AND CAP ON THE
PROPOSED EAST RIGHT OF WAY (R.O.W.) OF THE NEW ROAD; THENCE LEAVING
THE SOUTH LINE, ALONG THE PROPOSED EAST R.O.W. FOR THE FOLLOWING FIVE
CALLS, ALONG A NON -TANGENT CURVE TO THE NORTH, CONCAVE TO THE EAST,
WITH A RADIUS OF 442.18' AND LENGTH 100.46', FOR A CHORD BEARING AND
DISTANCE OF N16'51'02"W 100.24' TO THE BEGINNING OF A REVERSE CURVE TO
THE NORTH, CONCAVE TO THE WEST, WITH A RADIUS OF 612.21' AND LENGTH
244.58'; THENCE ALONG THE CURVE FOR A CHORD BEARING AND DISTANCE OF
N21'44'13"W 242.96'; THENCE LEAVING THE CURVE N26'42'45"W 35.89'; THENCE
N05'05'42"W 48.53'; THENCE N22'33'24"E 40.49'; THENCE N45'59'53"E 170.89'
TO A FOUND 1/2- REBAR; THENCE SOO'26'05"E 105.30' TO A FOUND 1/2"
REBAR; THENCE N89'00'06"E 420.38' TO A FOUND 1/2" REBAR ON THE EAST
LINE OF THE N1/2 NE1/4 SW1/4; THENCE ALONG THE EAST LINE SOO"32'48"E
447.34' TO THE POINT OF BEGINNING, ENCLOSING 5.265 ACRES.
HOPE322 North Market street
Benton, Arkansas
!it
ENGiNEER8 (501) 5
Fax: (5501)01) 3 3 15-0700
FOR USE AND BENEFIT OF:
ruvrr. mess -
- PLAN
HINISLOR SL Op SUBDIV/SiON
r°t SLFbi IV`S?ON IN iNi= v!"i7 t+f= Lft'TLE ROCK PULASKI COUNTY. ARKANSAS
LEGENDD1
-Computed point
-Found monument
O -Set 15 RB/PIas. Cap
®-sewer Manhole
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�D1RA1PcIhJG NUMBER:
662-1 1
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/017/2002
CHECKED BY
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