HomeMy WebLinkAboutS-1224 Map 4N 400 MANHOLE
TOP ELEV= 94.15
SANITARY SEWER
MANHOLE
TOP ELEV,= 94.12
N 300
N 200
N 100
TELEPHONE
MANHOLE
FIRE HYDRANT
AND VALVE ,4
SANITARY SEWE
MANHOLE
TOP ELEV.= 99
TELEPHONE
MANHOLE m
ATE LOCATION OF STORM
w w ZOTtfi 57-prrr w w
SANITARY SEWER .s 37' B-C/B-C RNER OF BUILDING
MANHOLE (60' RAW) I ENCROACHES ON R/W BUILDING PLANTER
TOP ELEV.= 94.04 CURB AND GUTTER 0.44' TO THE NORTH wv ENCROACHES ON R/W
-CURB AND GUTTER 1.75' TO THE NORTH
5' CONCRETE SIDEWALK CO CRETE 5' CONCRETE SIDEWALK STEPS CORNER OF
1.0 ENCROACHE`.
F
J
a
3
w
0
VI
w
H
w
U)
U
2
z
0
O
r
o
z
a
o
m
UO
U
J
/ .' / .'/
BUILDING PLANTER / CORN NOT
T IRON PIN / / / / / / '
/ / / / / ,ENCROACHES 1.71' / ,ACCESSIBLE / v
TO THE NORTH/ // // /DROP INLET
O cp O �p
O
'r
r 12
`L to �/cj
o \Q�P PLO H- W z/o'/ // /// // // / // //
0�.0/ // // // // /, // / /, �/ // // // // // // //,/ / 3 l-
C ��O� 11 / / , / / / / , / / / , / / / , , / / , / Q
�° //','////',// / TRACTS#1 ', ,,/ o
2-STORY BRICK BUILDING O �� ��� / / / / / / / / / / i U
5 0 JF-
/ , / / / / / ,"NORTH 1/2 LOT 8 AND /UNKNOWN VALVE
�P c`I /////LOTS 9, 10, 11, 12// / / /to a/ / / / / ///// /'///// / / / L0. 3ARC OF ARKANSAS / / / / / ,Q/ / , / / , / /�i"/./// /i / / / / / 0)//// 2-STORY BRICK BUILDING,//,�'
///////FENCE ENCROACHES Z ,LL
2.35 TO THE SOUTH
LIGHT POLE
FOUND P.O.B. TRACT �i1
��Q(�ON PIN S89'S8'07"E PLATTED 151.0' AS. 151.03' SET IRON PIN
94- 3' 9?.61 88.93 0
a.t / /9z64 e�13 �aa.e7�6 a7.7s / 8680 / ,86 T 1.2' WALL /a6.s4 w a3.9 // // // / ,/ // / // /// / ,/ // // /UNKNOWN MANHOLE /
0
3
w
M a:
X W
0 F-
0
o z
o a
� m
0.71' NORTH
/93.67 / / / z-
88.42 /8;.32 87.08 / / / / / / ,86.62 6" WAL 0
.4'J i / x i
/ / / / ��/ / , /CHAIN LINKED ENCE / / � , t- / / / / / / / / / / / / , , - I
LEI ON 94,22/ / / / / , / / / , o / , / / / / / / / , / /
4.36 /
.48 . / / / 86.64 / / / , 86.74 / / / / / , / / / / / /
• 59 5.35./ , / / 4 E TIj/ / // / // / // / // / // +� U
/� / /"
89 as / / / / / / / / / / / / / / N '1 47 / / / CORN R F I IN fn
30 NC , / , / / / / / / / / /
5.36/ / / / / , / , / / / / a / / / / / 6.88' / / / , .ENCROACHES ON R/W � � \
.67 4.92 / , / TRACT #1 3 , / , / /,� WALL / / / / , » / / / 0.06 TO THE EAST t(� U
/ / / / / as o . , / / , / , N89'57 30 W / / / V 1
j / / / / /
/ 88.10 / / X87 60 / / , / / , / / /86. / / , // / . / 84.12 / / "izia / / / / 0]
/ 4.6 8 5 / / / / $4.64 84 O6 TT ,
/� /, / / / . / , / , / / / 8�. �3 / / i , ,. / 35A DR P INLE N 9'3 '24"W / / / / / / • / / / Q
X91,p3/ / / �.24 / / , / , / / ,gg.10 / CO C. FRAMED/ / / / / / / CONCRETE -I. KNO�N VALVE
/ U11 N / 4. 6 / / / / - / d
/ N89'59'16"W / / KNOWN VALVE
ND PLySN89'58'19"W PLATTED 151,0' EAS. 151.01 T41'RoN PIN » °5.4a coN 9 �,3i wp7t Q
5.15 IN CONCISE
88.19 x86. 4 X85.98 \ $°031 8' W �N ]' , " w 47.63'
7 r rl U
MANHOLE
TOP ELEV.= 99.35
0
w
LOT - 5
MILDRED S. HOLSON
O
i LOT LINES
LOT - 6
M. C. DORSEY JR.
O
5' CONCRETE SIDEWALK
GRASS
CURB AND GUTTER
SET IRON
CURB INLET
APPROXIMATE LOCATION OF STORM SEWER 37' B-C/B-C
GRAPHIC SCALE
( DM FEET )
1 inch = 20 ft.
w
CURB AND
DATE:
WEST 61.10' V - 7
Lv AND SOUTH 1/2 LOT 8,
L, ARC-ARKANSAS\\\\
CURB INLET
.STEM•.,
STATE OF ''••
LAIO;
DATE I BY
LW
MARI
94.54
\N89'59'09"' W O
4T IRON PIN
O
tri O
tlj
UJ
F~- Q
01'\
10" WOOD
RETAINING WALL
�
c�
w
r
r-
0
-
3
3
0
J Lu LOT - 7 EXCEPT WEST 61.1
Liwa
�- AND SOUTH 1/2 LOT 8
zo
NM
3 M. C. DORSEY JR.
(n
SET IRON PIN
w
N �
U
z
0
U �
Ln
FIRE HYDRANT
AND VALVE
5' CONCRETE SIDEWALK
CURB AND GUTTER
DESCRIPTION
S
w
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
O�iAtRL» ❑
MROOMMUOM&❑
As DUd.T:
T
SANITARY
MANHOLE
TOP ELEV.
65 EAST
LO
w
LEGAL .� asp
N 400 TractI
Lots 3, 12, 11, and a port of Lot 10, Block 427 Duval's Addition
to the City of Little Rock, Pulaski County, Arkansas, the entire
tract being further described as:
Begin at the SW Corner of Lot 11, thence N 00' 01' 45" E.
100.06 feet, thence S 89. 58' 21" E, 151.05 feet, thence S 00' 00'
47" W, 149.45 feet, thence N 89' 59' 16" W, 71.29 feet, thence N 79'
36' 24" W, 4.76 feet, thence N 89' 57' 30" W, 7.27 feet, thence N
00' 16' 47" E, 5.44 feet, thence N 89' 57' 30" W 8.00 feet, thence
N 00' 16' 47" E, 6.88 feet, thence N 89' 57' 30" W. 35.00 feet,
thence S 00' 11' 30" W 13.78 feet, thence N 89' 58' 19" W, 175.87
feet, thence North, 50.01 feet, thence S 89' 58' 07" E, 151.03
feet to the point of beginning, containing 29588.7 square feet, more
or less.
Tract 2
Lots 9, the N 1/2 of Lot 8, the West 61.1 feet of the S 1/2 of
Lot 8, the West 61.1 feet of Lot 7 and a part of Lot 10, Block
427 Duval's Addition, Little Rock, Pulaski County, the entire
tract being further described as:
Begin at the SW corner of Lot 7, thence N 00' 01' 45" E, 150.0
feet, thence S 89' 58' 19" E, 24.86 feet, thence N 00' 11' 30" E,
13.78 feet, thence S 89' 57' 30" E. 35.00 feet, thence S 00' 16'
47" W, 6.88 feet, thence S 89' 57' 30" E, 8.00 feet, thence S 00'
16' 47" W 5,44 feet, thence S 89' 57' 30" E, 7.27 feet, thence S
79' 36' 24" E, 4.76 feet, thence S 89' 59' 16" E, 71.29 feet,
thence S 00' 00' 47" W, 75.56 feet, thence N 89' 59' 09" W, 90.01
feet, thence S 00' 01' 45" W, 75.01 feet, thence N 89' 59' 34" W,
?: 300 61.10 feet to the point of beginning, containing 16505.9 square
feet, more or less.
Access Easement
A port of Lots 8, 9 and 10, Block 427 Duval's Addition to the
City of Little Rock, Pulaski County, Arkansas, the tract being
further described as:
Begin at the SE Corner of the N 1/2 of Lot 8, thence N 00' 00' 47"
E, 4.50 feet to the Point of Beginning, thence N 89' 46' 38" W.
23.61' feet thence N 00' 01' 34 E, 63.19 feet, thence S 89' 51' 31"
W, 47.63 feet, thence N 00' 24' 01" W, 7.90 feet, thence S 89' 59'
16" E, 71.29 feet, thence S 00' 00' 47" W 71.06 feet to the Point
of Beoinnina. containina 2038.8 sauore feet. more or less.
N 200
CURB INLET
®
DROP IN
FENCE POST
FIRE HYDRANT
o
FOUND IRON PIN
®
GAS METER
GAS VALVE
GUY ANCOR
-O-
ELECTRIC POWER POLE
•
SET IRON PIN
®
SANITARY SEWER MANHOLE
WATER METER
wv
WATER VALVE
NATURAL GAS LINE
-3•a
io•w-
WATER LINE
SANITARY SEWER LINE
a ss
ELECTRICAL LINES
Utility and storm drainage locations are from visual and taken
from utility or city records. Actual locations should be
verified before any construction commences.
Coordinates on plan ore assumed.
ATiOAh
This survey is based upon legal and easement information
provided by Fennell - Purifoy Architects and Beach Abstract
and Guaranty Company, This property should be researched
for the description of easements that exist not shown on
the Subdivision Plot Books.
For the Use and Benefit of: Trinity Court Limited Partnership
N 100 Trinity ARC, LLC First Commercial Bank, NA
Fennell Purifoy Architects, PLC Beach Abstract and Guaranty Company
The ARC Arkansas Chicago Title Insurance Company
The undersigned hereby certifies to the parties above that this
survey. (i) Was mode on the ground as per the field notes shown
hereon and correctly shows the boundary lines and dimensions and
area of the fond indicated hereon and each individual parcel
thereof indicated hereon (ii) Correctly shows the location of all
buildings, structures, other improvements and visible items on
the subject property, (iii) Correctly shows the location and
dimensions of all alleys, streets, rood, rights -of -way,
easements, building lines, and other matters of record of which
the undersigned has been odv"sed offecting the subject property
occording to the legal description in such easements and other
matters and, except as shown, there ore no visible easements,
building lines, rights -of -way, party walls, or conflicts, and
there are no visible encroachments on adjoining premises,
streets, or olleys, by any of said buildings, structures or other
improvements, and there are no visible encroachments on the
subject property by buildings, structures, or other improvements
situated on adjoining premises; and the existence from the
nearest intersecting street and road is as shown hereon, and (iv)
As shown on Flood Insurance Rote Map - Panel No. 12 of 14 revised
November 3, 1993, City of Little Rock, Arkansas, no port of the
property is shown in a flood plain.
Delbert Vonlondinghom
Registered Professi I d Surveyor,
State of Arkansas
No. `932
ALTA/AGSM LAND TITLE SURVEY BLOCK 427 DUVAL'S ADDITION
TRINITY COURT
FENNELL * PURIFOY ARCHITECTS LITTLE ROCK, PULASKI CO., ARKANSAS
SEWER
= 99.35
DATE I SHT
w
DATE` 6-25-98
- AM1 ENGINEERING INC ACAD: TRICORTI
- ENGINEERS • PLANNERS * SURVEYORS • PHOTOGRAMMETRISTS NEW. ALL
201 Morkhorn Center Drive PROJECT lf: 9806068
P. 0. Box 25937 • Little Rock, Arkansas 72221
REFERENCE (501) 227-7117 Fox: (501) 227-5755 SHEET: 1 of 1