HomeMy WebLinkAboutS-0535-B-1 Map 7�NWIIB
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0. 37'BUILDING
TO BALDING LINE
NW QOR SECTION 5,
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51
IT
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CAR PORT
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1452.63
CURVE
110' AP 8 L EASEMENT 0.5
\ CONCRETE FLUME
165.94 -
2Q06 52.23
RAP CARPORT
i
CURVE 52.
so' 0.6 y ..-.
s4 y24
s AN-16
TRANSFORMER
NO.7 PADS (TYP1�
8fiLx RETAINING RMMIL
CONCRETE
CURVE PATIO S
NQ, 8 8 WALKS (TYP)
1
CARPORT G - 20
53.23'
/ � ~ 209.4453.23'
BLOCK B Roc[ ~
RETAINING WALL 34
60�00'
ATERFALL -
P
6 i NO. II
25.71'
WOOD DECKS
(TYR) g
f` A R :,lt-.�' S,1 S Z 25 �,LpING LiNE - �• 2
• • . 27.97'
-"INGISEER i "' 374691 S CENT ERLIME CURVE DATA
MINE
No.4943 �a S 890 261 IO W
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✓Fs
SuIlVETOR'S CERTIFICATE
Wp� d1
ty O'0011
To: John Hancock Mutual Life Insurance Company
1 hereby certify that the attached survey (consisting of two
sheets) was prepared from an actual on -the -ground Instrument survey of
CERTIFICATION STATEMENT
the subject premises; that the same accurately shows the location of
location all streets,
the boundaries of the subject premises and the of
highways, alleys and public ways crossing or abutting said premises;
I, Wes Lowder, certify that the drainage system
that the dimensions of the improvements and the location thereof with
the
located
respect to the boundaries are, accurately shown as s✓1me
there are no
on the property is adequate to control
were situated on July 31• 1986; other thin those shown
drainage and erosion on the property as required
visible encroachments by improvements appurtenant to adjoining premises
shown
by the City of Little Rock that the existing
+ g
upon the subject premises, nor from the subject premises unless
than those shown all buildings and structures lie wholly
condition of the Lakes appear to be the same as
hereon; other
within all applicable building restriction lines. if any, and do not
before construction and, therefore, should be
violate any restriction or other recorded agreement set forth in the
for dated April 1, 1986, issued
adequate to avoid stagnation and sustain fish 1 i fe
title commitment the subject premises
to you by Ticor Title Insurance company (the 'Title Commitment'); that
therein, and that provisions for adequate water
all easements and rights-of-wy which are appurtenant to or burden the
in the Title Commitment, or
and sewer facilities are available and approved b
pp y
subject papparen and (i) art referred to
(li) ere apparent from a visual inspection. are delineated hereon; and
the Arkansas State Department of Health and the
that the subject premises are not in a special flood hazard area.
City of Little Rock Water and Wastewater
Access to and egress from the subject premises and the
Departments.
improvements and itruC t[rts tntreon an provided via the means
_
l
indicated hereon. 4unic,Dal water, municipal stone sewer and M. nicipal
and electric services of
�� Y ` - �•�
Date: r �i,�.t - cJl 2---'
sanitary sewer facilities and telephe•e, gas
in the locations indicates ;shoo.
pubic utilities are evelleDie
Wes Lowder
Registered Profess4onal
meted: SR.•Y ? 1996.
Er.gifleer No. n943
211
FLUME
.ice D '•..
p� Rip RAP 0 C\ `LJ �Lit.
i•� -� • CURV
0. 2
t
CARPORT
din
110,
6 61 ..
m
L A K E
CONCRETE FL1111E
0 RIP RAP
a
V
I
i
POOL / r
RIP i RAP
CURVE a
DELTA
TANGENT
Ago IUB
LENGTH
CHORD
1
37-44'27"
60.00•
175.54'
115.63'
113.5s'
2
27-23.33-
35.00•
143.62,
68•66'
6a.o1'
3
57-52.50'
30.Oo•
100.36'
va.77'
N. 50'
4
3at-34'27-
30.00'
100.6/1,
5/, 3a'
57."'
5
40-51,53"
30.00'
80.53•
-n 44'-
56.e3•
6
7Cr 36. 43-
".M.
4a.36'
M-ai'
46.96'
7
♦e 49. 17-
3C.97•
al.06•
". 17'
37.66'
9
ba-31'.34-
5o.OV•
7.J. T•
67.51,
aa.M,
9
4e 511'I9-
70.00•
1". r"
1311.41-
130.311'
to
6a•49'23-
64.01•
90.54'
106. 73,•
lot.31,
1t
34' S2'45-
73.cm, •
144.43-
136.36-
i33.13'
IN
44. 54.47•
6A.o0'
145.16'
113. 79'
110.90'
13
Ee 17'216-
SO.W•
Fir.70'
9111.ra'
97.35'
14
tv ae'10-
50.00•
190. 34•
97. 79'
96. 7r'
is
Ito-3a'10-
05.00•
5%.
it.
73-11'57•
36.56-
49.0'
ba. N'
3S.70•
SPILLWAY
T IRON FENCE
W/ BRICK COLIAN5
7E I
e 1
RIR RAR
ROCK CREEK pwQY
-
CERTIFICATE OF SURVEYING ACCURACY RKKWST BOUND
I, Michael Watson, hereby certify that NES)
this plat correctly represents a boundary ,`,,1•""""'+r,,
survey made by me and boundary markers �d�
shown hereon actually exist and their �� r�
location, type and material are correctly 51\11
shown. - T 4RKAN\ti .s
Nc>.os; o
lit
S/iy/1f" to %%=tea/ Zc%Z-`_. J'••:�i <-:
UdW Of
LxecutlYn registered an 'r�O aFI �!�'•�"Nc�
Surveyor No.
Arkansas
0
R
V
I
�o
PROPOSED 4
BAY CARPORT
N0.9 6CP
yS ✓
e�
33.31"
IP
ev
d �C
1 y
5 8�11 p USE
4��•
1 POND
J
,
WROUGHT IRON FENCE W/
BRICK COLUMNS
- Ft�1F
-i1C R�
u
n
I.01
w
z_
J
0
I,
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J
m
N
PROPOSED 4
Ce
16.39' �•
0.68 BUILDING TO
BUILDING LINE I Ar- INDICATES BUILDING NUMBER
INDICATES BUILDING TYPE --IwG-28r---INDICATES NUMBER OF
UNITS PER BUILDING
BUILDING SCHEDULE
I
2.00'
35.60 53.40 35,60 5 BUILDINGS THUS
i C - Q Qi 40 UNITS TOTAL
^ 124.60'
2.00' z.00
35, 60' 115.40 SS.60 _ BUILDINGS
THUS
r 96 UNITS
186.60' TOTAL
6.50
9.16' -ter 30.1 30J9 9.14,
A se. so' 32.06 56.50 r BUIIL{
US
FDINGS
v 20 r 120 UNITS
^ 2 0 9.44' TOTAL
6.50,
4.2 S' 4.2 S'
3o.M 50.19 82.s7' 3BUILDINGS
62.61 32.03 -o+ THUS
.w
m G- 2 8 0 84 UNITS
n
� 217.7T TOTAL
2'6T' 2.6 T'
M so.60 32.oe �•� 16.33 2 BUILDINGS THUS
32 UNITS TOTAL
rf 165.94'
24 BUILDINGS W/372 UNITS TOTAL
TOTAL OPEN PARKING----- 521 SPACES
TOTAL COVERED PARKING ----- 86 SPACES
Mehlbureer
Tanner
Robinson
&Associates
Architects-Engh rs
201 Smwat ken/
PO. Buz .3Ki7
La1Ne Rod AR 7220.3 3837
501/3',S S331
MMWurgw Torw,w Albnren
8 Aasociotes
OAAWM er
S & G
cmacxgo my
APPIN ILD BY:
rxl: I 6o,
OATI:
4-8-87
•IIOACT NO.
284 - 124
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