HomeMy WebLinkAboutS-1146-D Map 2a 255,81' S83'45'04'E 107.60' 7 00
W 15' UTILITY & DRAI ASEMENT J
,"4^ (--�---1------ m ---------------- II POINT OF BEGINNING o Z
a z - -" PARCEL lA - 1 R" n
O� C4 �I PHASE 2, PARCEL -PA - - - - - _ _ AT T 1 x AR T REFERENCE POINT m
m _ � COMMENCING AT THE SE CORNER W1/2, NEt/4, NE1/4, SECTION 7, _ � DISC IN PAVEMENT
y z
T-1-N, R-12-W, THENCE N 02'23'03" E A DISTANCE OF 584.44' TO -�Oa- I_
O C I -�, - - - N 148465.0910
U 20 SETBACK THE POINT OF BEGINNING: THENCE N 8T34'1Y W A DISTANCE OF
III < �-- ❑ E 1214401,5400
7� 84'57'53"w �X X X X� m 150.56' TO A POINT, THENCE N 02'25'49" E A DISTANCE OF 402.71'
- X n TO A POINT, THENCE S 87-22'00" E A DISTANCE OF 150.24 ' TO A ELEV.=328.21
�� 15.50' < C 'i�' FF-324.85 1:: 1; m I POINT, THENCE S 02'23'03" W A DISTANCE OF 402.18' TO THE POINT �lz'�U m�
m OF BEGINNING, CONTAINING 60,530 SQUARE FEET OR 1.388 ACRES
45.86' 4250' n z MORE OR LESS. (A PART OF PLATTED PARCEL 1A MADISON HEIGHTS ❑��8���
�7-� II SUBDIVISION, PHASE 1 - AMENDED.) I�JJ�J11NGLE Gl'AY ''V'F 1201 MONRa'
rJ X 64.00' 1 1
� 64.00' \
\ rn z PLAYGROUND r _ PARCEL 2
`v=0 AC - - _ - J I ` \ \ - - - - o COMMENCING AT THE SE CORNER W 132E NE 134E NE 134E SECTION 7, - " C ce 14 S^
C--- - 10 TILITY E 5 MENT - \ \ J y T-1-N, R-12-W, THENCE NO2'23'03'E A DISTANCE OF 584.44 FEET TO A uN s (�Om�
O _ _ ll4TnJL3.T.J
o 3c L POINT; THENCE N87'34'12"W A DISTANCE OF 200.56 FEET TO THE POINT
1(} TILITY EASEM 10' UTILITY L.ASEMENT OF BEGINNING; THENCE S02'25'49"W A DISTANCE OF 109.00 FEET TO A
o - - - - - f - - - - - - { POINT; THENCE N87'34'12"W A DISTANCE OF 283.83 FEET TO A POINT; NUR I / /
z J I m I y THENCE NO2'20'28"E A DISTANCE OF 109.02 FEET TO A POINT; THENCE r / PA IS MONUMENT 1004-0.
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z 17.1 It I w (87'34'12"E A DISTANCE OF 284,00 FEET TO THE POINT OF BEGINNING, _ �i /a� ❑ / )1LU INUM SURVEY CAP
FF-3zaa5 / , °c� c \ D < CONTAINING 0.710 ACRES OR 30,947 SQUARE FEET, MORE OR LESS. UU N\ 14 291.90
N 4r277-43'16 ?i s z NOW PLATTED AS PARCEL 2, MADISON HEIGHTS SUBDIVISION - PHASE 2) E 121 319.a9
N87'28'5eW L J p k' R-38.00 n 3 r ❑_ LIEV. 323.10
5s.70' 3 Ton-33.20 y, m n 15=RCP '
W J S 1L-184,19 ® cT�` 65m2' 25 SPACES 63. 1 � mPARCEL
o 3 NI COMMENCING AT SE CORNER w 132E NE 134E NE 134E \ /
33.55, I o K ,� I SECTION 7, T-1-114, R-12-W, THENCE NO2'23'03"E A DISTANCE VICINITY MAP \ /
o w \ / 7.38 z OF 1289.44 FEET TO A POINT; THENCE N8T28'54"W A DISTANCE
87'34'12"W \
4 z Z OF 843.53 FEET TO A POINT; THENCE S02'30'41"W A DISTANCE
A P OF 265.30 FEET TO A POINT; THENCE N87'34'12"W A DISTANCE PARCEL5
Q OF 16.09 FEET TO A POINT; THENCE S02'25'48"W A DISTANCE COMMENCING AT THE SE CORNER W 732E NE 734E NE 1ST c
S8T4035"E IL'3 6 _ OF 55 FEET TO THE POINT OF BEGINNING; THENCE S02'25'48"W SECTION 7, T-1-N, R-12-W, THENCE NO2'23'03"E A DISTANCE OF
c 1289,44 FEET TO A POINT; THENCE N87'28'54"W A DISTANCE OF �-
24. 0' FF-329.76 °0 < y A DISTANCE OF 5 FEET TO A POINT; THENCE S87'34'12"E A
x I ) DISTANCE OF 16 FEET TO A POINT; THENCE S02'30'41"W A 843.53 FEET TO A POINT; THENCE S02'30'41'W A DISTANCE OF r'
0 " DISTANCE OF 240.46 FEET TO A POINT; THENCE S87'33'50"E 7.00 FEET TO THE POINT OF BEGINNING; THENCE S02'30'41"W A
a I FF-32L.75 m
r o o c n U� I �' I A DISTANCE Or 110,00 FEET TO A POINT; THENCE S02'25'48"W DISTANCE OF 258.30 FEET TO A POINT; THENCE N87'34'12"W A m
43s5 4 13TR STREET A I A DISTANCE OF 70.53 FEET TO A POINT; THENCE N8T34'12"W DISTANCE OF 16.09 FEET TO A POINT; THENCE S02'25'48"W A n
X 7ss7 < hu 90*00,000m m A DISTANCE OF 238.85 FEET TO THE P.C. OF A CURVE; THENCE DISTANCE OF 5 FEET TO A POINT; THENCE N8T34'12"W A
40• a m g- y 105.94 C) ALONG SAID CURVE TO RIGHT HAVING A RADIUS OF 20 FEET DISTANCE OF 113.19 FEET TO THE P.C. OF A CURVE; THENCE
�, w fan AND A CHORD BEARING OF N42'34'12"W AND A CHORD DISTANCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 20 FEET
2' SETBACK I AND CHORD BEARING OF N42'34'12"W AND A CHORD DISTANCE OF
2e.94 • I OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE NO2'25'a8"E /
x 4590 33.a1' \ _ 00' 5 UTILITY EASEMENT - _ _ L _ _ _ / A DISTANCE OF 276.00 FEET TO THE P.C. OF A CURVE; THENCE 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE NO2'25'48"E A /
ALONG SAID CURVE TO RIGHT HAVING A RADIUS OF 20 FEET DISTANCE OF 66.39 FEET TO THE P.C. OF A CURVE; THENCE
AND A CHORD BEARING OF N47'25'48"E AND A CHORD DISTANCE ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 38.00
a A N87'3412 W FEET AND CHORD BEARING OF N87'34'12"W AND A CHORD
- - - ®- - - J 0 16.09, OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE S8734'12"E NOTE: 2.91 BY 33.19'
A DISTANCE OF 113.19 FEET TO THE POINT OF BEGINNING, DISTANCE OF 50.00 FEET TO THE P.T. OF SAID CURVE; THENCE
X - - - - 8" SEWER Gf90'00'00" a o CONTAINING 1.253 ACRES OR 54,586 SQUARE FEET, MORE OR LESS. S02'25'48"W A DISTANCE OF 522.41 FEET TO A POINT; THENCE
c BUILDING ENCROACHMENT
# r X 23.16 o R-20.00 13TI�,7S REET N o (NOW PLATTED AS PARCEL 3, MADISON HEIGHTS SUBDIVISION - PHASE N87'35'50"W A DISTANCE OF 138.12 FEET TO A POINT; THENCE
NO2'20'04"E A DISTANCE OF 69.69 FEET TO A POINT; THENCE
L-31 42� 50 /W o POINT OF BEGINNING 2). S87'56'56"E A DISTANCE OF 9.09 FEET TO A POINT; THENCE n
10 PHASE 2 PARCEL #3 NO2'31'01'E A DISTANCE OF 430FEET TO A POINT; THENCE ml FF=322.55
A
X N47'25480E o 587.34'12"E PARCEL 4 S87'40'35"E A DISTANCE OF 24.0'.910 FEET TO A POINT; THENCE _
FF-331.32 , . COMMENCING AT THE SE CORNER W 1/2, NE 1/4, NE 1/4, SECTION 7, T-1-N, NO2'31'01"E A DISTANCE OF 66.15 FEET TO A POINT; THENCE -- - _ RA 6
W.79' AMP R P / - --587"-t� 1 - - - - - - - - - - R-12-W, THENCE NO2'23'03"E A DISTANCE OF 1289.44 FEET TO A POINT; LL
5' UTILITY EASEMENT-�� N87'28'54"W A DISTANCE OF 40.15 FEET TO A POINT; THENCE
/ - - - - - \ THENCE N87'28'54"W A DISTANCE OF 843.53 FEET TO A POINT; THENCE NOO'21'10"E A DISTANCE OF 95.61' FEET TO A POINT; THENCE \ ii
x 2982' ( 1� 2' SETBACK- 1 S02'30'41"W A DISTANCE OF 265.30 FEET TO A POINT; THENCE N87'34'12"W A N84'57'53"W A DISTANCE OF 15.50 FEET TO A POINT THENCE 76.e2'
55.84' o FF-327.45 DISTANCE OF 16.09 FEET TO A POINT; THENCE S02'25'48"W A DISTANCE OF 60 NO2'23'040E A DISTANCE OF 43.77 FEET TO A POINT; THENCE
FF-322.12 " ° FEET TO A POINT; THENCE S87'34'12"E A DISTANCE OF 16 FEET TO A POINT; S87'28'54"E A DISTANCE OF 255.81 FEET TO A POINT; THENCE f33.33'
33.17' Koo, 48 W c THENCE S02'30'41"w A DISTANCE OF 240.46 FEET TO A POINT; THENCE
4an 13TR STREET g,pp 583'45'04"E A DISTANCE OF 107.60 FEET TO THE POINT OF
5.72' 33.47' 14 ,- S87'33'50"E A DISTANCE OF 110.00 FEET TO A POINT; THENCE s02'25'48'W A BEGINNING, CONTAINING 3.171 ACRES OR 138.150 SQUARE FEET,
6 1 I 1 55.87' I O DISTANCE OF 121.40 FEET TO THE P,C. OF A CURVE AND THE POINT OF
• x D MORE OR LESS. (NOW PLATTED AS PARCEL 5, MADISON HEIGHTS
{ 1 BEGINNING; THENCE ALONG SAID CURVE 70 RIGHT HAVING A RADIUS OF 50 FEET
� SUBDIVISION - PHASE 2)
NO - C 93.14' N I AND A CHORD BEARING OF S19'5T56"E AND A CHORD DISTANCE OF 83.78 FEET, 1 • a �
• - m {- THENCE ALONG SAID CURVE 99.32 FEET TO THE P.T. OF SAID CURVE; THENCE
--� o FF-331.27 j g- (�J z I tW 536'55'48"w A DISTANCE OF 65.00 FEET TO A POINT; THENCE N8T31'32"W A
CERTIFICATION:
x W j DISTANCE OF 253.95 FEET TO A POINT; THENCE NO2'25'48"E A DISTANCE OF I G� X 22.93'
f1 se m _ 111.70 FEET TO THE P.C. OF A CURVE; THENCE ALONG SAID CURVE TO RIGHT To all parties interested in title to premises surveyed:
co ;, m a N LLJ J �" HAVING A RADIUS OF 20 FEET AND A CHORD BEARING OF N47'25'48"E AND A This is to certify I made an on the ground survey per record ° ❑
� � _F- (f1 CHORD DISTANCE OF 28.28 FEET TO THE P.T. OF SAID CURVE; THENCE description of the land shown hereon located in Little Rock, 1 AC
1 ,• x 67.45 ' - Z 3�sd 44.0(' m L S87'34'12"E A DISTANCE OF 228.97 FEET TO A POINT, THENCE S82-32.29"E A Pulaski, Arkansas, on February 22, 2002; and that it and this
❑ c r x ACES z Q L - - - Z DISTANCE OF 9.92 FEET TO THE POINT OF BEGINNING, CONTAINING 0.857 ACRES mop was mode in accordance with the HUD Survey Instructions _ _ _ W
1 D� - -I W FF-321.73
r m - - / r - - - - O OR 37,325 SQUARE FEET, MORE OR LESS. (NOW PLATTED AS PARCEL 4, and Report, form HUD-2457, and the requirements for on Urban
� n � - _ in MADISON HEIGHTS SUBDIVISION -PHASE 2). Survey, as defined in the Minimum Standard Detail Requirements
37 36 ! No for ALTA/AGSM Land Title Surveys doted 1997 and Includes 1 ~
0 W
O o XA i y l �o- c cn m �Q items 1-4,7a,8-16 of table A thereof. I \
M n A ^^ �tiq� 0 To the best of my knowledge, belief and information, %� Z�
1 r o A N w-��e` except as shown hereon: There are no encroachments either O
= Pn W FF-326.58 .69' < 3 �c 4 U) way across property lines; title lines and lines of actual (n
L Xm 99.93' W a n { SURVEYOR'S NOTES possession ore the some; and the premises is not subject to a O _ Q�
FF-330.05 \ f11 67.a5' !r%' ti° ~ I � a 1. DISTANCES ARE SHOWN IN FEET AND DECIMAL PORTIONS THEREOF. �1�
n o m o m 100/500 year return frequency flood hozord, and such flood free i W L(�
m II H- 63.79' !`1�y I m m 2. BEARINGS AND COORDINATE SYSTEM IS BASED UPON PAGIS MONUMENTATION, conditions is shown on the Federal Flood Insurance Rote Mop. ,�.; _ �O L3-
< - V) "' o - z I m J 1 3. THIS PROFERTY IS ZONED TO PRO - PLANNED RESIDENTIAL DISTRICT. Firm Rote Map - 050181-0011E. i �
,, , c II s9so' J I �' z 4. ALL RIGHT OF WAYS, EASEMENTS AND SETBACKS WITHIN OVERALL BOUNDARY 33.zo'
\N/ 40.64' W Un 32.82' m LINE OF PHASE 2 HAVE BEEN DEDICATED PER THE PLAT RECORDED W BOOK F, #
m m � _ N 5.99 W I PAGE 816, JULY 17. 2000, AND BILL OF ASSURANCE IS FILED AS INSTRUMENT
I 2.95' Z O o p D NUMBER 20000048862 RECORDS OF PULASKI COUNTY ARKANSAS. THOSE SHOWN
+ Ln 2 +- n ACES I z OUTSIDE OF PHASE 2 ARE FOR INFORMATION ONLY.
x_J n = O 5. ALL UNDER GROUND UTILITIES ARE SHOWN FROM UTILITY ASBUILT DRAWINGS.
`` \ < m I Qy� a3,10' _L_ _ _ J LOCATIONS OF ONSITE ELECTRICAL SERVICES TO LIGHTING (DECORATIVE LIGHT _ J
11 -- 3 Z a0 FF-325.67 0�? _ J POSTS) WERE NOT SHOWN ON AS13UILTS THEREFORE ARE SHOWN ON THIS �� i '
FF-320.82
z I -- _------f AS -BUILT. 4
xz 40.69• .32• JENT LEGEND PAGIS MONUMENT #1004-0223
Q ---- �..
j 4 a9' - - - - R - - - - NOTE: 1.80' BY 33.4
Li � 4.5 ; BUILDING ENCROACH
X93.25' NT
F-329.37 3 n
- o m I :2 93.05' 76.71-
1 I
33.61' C Q 29.01, II a) FF-321.94 33.41" III FF=319.24 33.5 1
' 67.40' D 4812 14TH STREET 4800 14TH STREET
4J o
" 22.83' u Y EAs M NT III �2' SETBACK-,,
I
S87'S6'56 E X n - 8" SEWER J - TY EA
9.09 • = z PI42 S4 T2"W - f - - - NBTSd t 38.85 - - - - - -
�O Im = _ - - _
=v o
x 70,� RAM ran-sD,QD 14TH STREET T
Sf I x L-31.42 2910'
0
ALUMINUM SURVEY CAP rc I
N 147824.33 es.5o'
E 1214298.10
ELEV.=318.24
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W L _X- - - X- X \ RAMP 16 G 8" WAow - PHASE 2, PARCEL A4 Qp 3" WATER ° C014CRE1E 0 AMP 12 SE
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U N 25' UTILITY EASEMENT "4-1 - 7-' II J p - 173'48' 2" 12 SEWER
a T - 7 . 1 / 20 S8T34 1
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z -p- -Z - - -/- - }1�38.12 50.00' R - 50. =o' UT! Y EA MEN T 0• - - 150.56'
N87°J5'S0".1' 1`'�•� 2' a9D,00,pp" III+ 4815 14TH SiKEC a X 14TH STREET I I \tp � L - 9.32' 47/7 14TH STREET_X_4703 14TH STREET b N8T34'12"W 00.56'
R-20,00 NI X FF-322.3 / FF-318.75 a FF-319.66 X
33.29' • FF-319.41 33.18' rPv�U`' / LL" 32.43' / A T
33.44 84.25 - - - -- - - -- _- -
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GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
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LAN?
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4� / / I it POINT OF BEGINNING
y / _ _ _ _ _ _ _ _ /' / : o PHASE 1, PARCEL 1 A
L- m----------TiAtIF-•- R -- _i / " o �I POINT OF BEGINNING
N i 6.48' - 3.0 PHASE 2, PARCEL j/2
16?(,� `- / / F 40. ."• o 42.75 _ x
Z 13 SPACES JUPSTE
9
/ _
N87'34'12"W 283.83'
DESIGNED BY:
MADISON HEIGIiTS SUBDMSION PHASE II
HOUSING ATHORITY OF THE CITY, OF LITTLE ROCK
CHAMPION BUILDERS INC.
F9�LL/PUF1FOY _TS
A L TA /A C S M LAND TITLE SURVEY
AS:±' UILT
DRAWN BY:
KWP
CHECKED BY:
DRV
RV
APPROVED BY:
DRV
PRELIMINARY: ❑
FINAL
❑
FOR CONSTRUCTION: ❑
AS BUILT: ❑
AMI ENGINEERING, C
DATE:
02-25-02
ACAD:
SEW'
-02-02
KWP
ADJUSTED PARCEL 5 BOUNDARY, CORRECTED LEGALS
-29-02
KWP
LABELED ENCROACHMENTS
ENGINEERS • PLANNERS • SURVEYORS )TOGRAMMETRISTS
201 Markham Center Drive
P. 0. Box 25937 • Little Rock, Arkansas 72221
(501) 227-7117 Fox: (501) 227-5755
DATE
BY
DESCRIPTION
PROJECT 0103029
REVISIONS
DATE
SHT
REFERENCE
SHEET: 1 of 1