HomeMy WebLinkAboutZ-4671-B Map 2I
WATER VALVE 1nI1\\\ I3
WA 8"
(-
WATER VALVE'
1 90'26'58" Lt.
le 90'26'56"
De 268'26.44•'
CD S 4814'16" W
T 20.16'
R 20.00'
L 31.5r
LC 2&4W
WATER METER
4' X 4'
WATER VALVE
S 89'59'13" E
30.00'
SW CORNER 4
NW1/4 SW1/4
SECTION 36
T -2-N
R -13-W
CD
" BLOWOFF
ALVE
S 89&32'15" E
35.16'
POWER POLE
34.6'
4' CONC. WALK 43.2' -
AND
72.1'
��RE
�
�// ASPHALT
SIGN
` 52.3'
3 /I
W
POWER POLE/ WATER VALVE
TELE. WATER METER
> OHE
- 23.5'
2' CURB &
GUTTER
EVERGREEN STREET
(55" R/W)
S 89'32'15" E 606.01' (meas.)
° S 89'34'02" E 606,16' ((record)
43.4' ro
0 ASPHALT
---` WOOD
FENCE
CONC. F X "
PAD m TELE. BOX
29.0'
GAS RISER
OFFICES/
CLASSROOMS
CONC. PAD
FOR A/C
3.7 QI 7'-2
5.4
5.4' CONC. COURTYARD
GRASS STONE f '
WALK
SANCTUARY GLASS BLDG.
WINDOW ,6 p FOUNTAIN _ CONC. I OVERHANG
e
BRICK-,
c�' fBLDG.
ross WALL 1
5.4 CONC.
w
3.7 J g 1.T
74.8
CLASSROOM 3 ---38 4'
BUILDING -4--Lr
51.3' CONC. WALK
"
6' CONC. WALK
a
FIRE HYDRANT
Z
O
0
78.3'
1.
0
E°ja
(O'
POWER POLE
lb
3
48 3
LIGHT POLE
ID
co_
r-/
s.a ASPHALT
b
FIBER OPTIC BOX
O
SANITARY SEWER
2' CURB
M
r�)
CO
�
-wA
GUTTER
CONC. WALL
rn
N
}
Q
OVERHEAD ELECTRIC
-UGT-
23.5'
i
3
'Z
Ld
J
26 7'
3
24.2'
d
3
z i�
0 It
o
o
O
F-
0
BACK FLOW PREVENTER
10.4' FOUND
-
obo
NC WALK
y
a
O
O
N
a'
W
POWER POLE/ WATER VALVE
TELE. WATER METER
> OHE
- 23.5'
2' CURB &
GUTTER
EVERGREEN STREET
(55" R/W)
S 89'32'15" E 606.01' (meas.)
° S 89'34'02" E 606,16' ((record)
43.4' ro
0 ASPHALT
---` WOOD
FENCE
CONC. F X "
PAD m TELE. BOX
29.0'
GAS RISER
OFFICES/
CLASSROOMS
CONC. PAD
FOR A/C
3.7 QI 7'-2
5.4
5.4' CONC. COURTYARD
GRASS STONE f '
WALK
SANCTUARY GLASS BLDG.
WINDOW ,6 p FOUNTAIN _ CONC. I OVERHANG
e
BRICK-,
c�' fBLDG.
ross WALL 1
5.4 CONC.
w
3.7 J g 1.T
74.8
CLASSROOM 3 ---38 4'
BUILDING -4--Lr
P.O.B.
w
o
ro
o L6
0
o �
0
z
•
51.3' CONC. WALK
"
6' CONC. WALK
474' CIMH TO CIMH
FIRE HYDRANT
29.g•
14.2
78.3'
1.
0
CONC. WALK
(O'
POWER POLE
lb
3
48 3
LIGHT POLE
ID
TELEPHONE PEDESTAL
O
s.a ASPHALT
3'
FIBER OPTIC BOX
0
SANITARY SEWER
2' CURB
&
PLANTER
SIGN
-wA
GUTTER
CONC. WALL
GAS LINE
OHE-
OVERHEAD ELECTRIC
-UGT-
23.5'
i
\ �
ELEV. TOP=51.59
m
26 7'
24.2'
\
3
IRRIGATION
8.2'
._ :::
-
_
25.8'
_..: ,.
- FLOW
BACK FLOW PREVENTER
10.4' FOUND
-
4'
NC WALK
y
"�
CA
S
a
IRE HYDRANT
0
3
OHE
Ln
a 31.8'.
pNE 10.3'
4.2'
a
3
-777
3
6
120.9'
V
/IV
OUND N 89'41'56" W
12'''
LIGHT POLE
Ci
w
A
1/2" REBAR 15.00'
33.1'
a
P.O.B.
w
o
ro
o L6
0
o �
0
z
•
FOUND MONUMENT
0
SET 1/2" REBAR
474' CIMH TO CIMH
FIRE HYDRANT
I&
WATER METER
XI
WATER VALVE
0
GAS METER
(O'
POWER POLE
lb
GUY WIRE
0
LIGHT POLE
ID
TELEPHONE PEDESTAL
O
SWB BOX
®
FIBER OPTIC BOX
0
SANITARY SEWER
POLE/
MANHOLE
QD
SIGN
-wA
WATER LINE
-GAS-
GAS LINE
OHE-
OVERHEAD ELECTRIC
-UGT-
UNDERGROUND
i
TELEPHONE
STORM DRAIN
CURB INLET
ELEV. FL.=54.21
ELEV. TOP=60.31
POWER POLE
D
6.0'
3' R
POWER
POLE
8' RCP
ELEV. FL.=83.75
CLASSROOM
BUILDING
FLOW a
an
WALK
\LINE u
3 RED OAK I I1.o
10.5' (7YP.)
ASPHALT
12"RCP
ELEV. FL.=54.85
GRASS
X x�8.1'
"0' F F?�4' METAL >FENCE
nx
zMYGROUND
C. W/
x GRASSx OUTDOOR CARPET
n
o'
x x 4' METAL
FENCE
30.5' 53.4'
x GRASS x
1'0 R' rnKlr UTAi v
474' CIMH TO CIMH
f
STORM
DRAIN
j
ASPHALT ,.-
n
to
CURB
INLET
SANITARY SEWER
.'ui
ELEV.
FL.=51.36
POWER
POLE/
MANHOLE
QD
(01
e
ELEV.
TOP 54.88
LIGHT
POLE 16
ELEV. FL.=46.97
i
\ �
ELEV. TOP=51.59
m
26 7'
24.2'
\
OJ
._ :::
-
_
25.8'
_..: ,.
- FLOW
ORE
25.8'
10.4' FOUND
-
4'
NC WALK
4' CON
CA
S
i/2" PIPE
R/W
0
3
Ln
a 31.8'.
4.2'
,LIGHT POLECD
3
W N
V
/IV
O
Ci
w
A
33.1'
a
2' CURB &
GUTTER
78.2'
I
p�
I
10
2' CURB
&
STORM
DRAIN
GUTTER
CURB
INLET
ELEV.
FL.=53.60
ELEV.
TOP=58.08
LIGHT
POLE
W
15.2'0
i
CONC.
SWALE
24.3'
!
w
GRASS
X x�8.1'
"0' F F?�4' METAL >FENCE
nx
zMYGROUND
C. W/
x GRASSx OUTDOOR CARPET
n
o'
x x 4' METAL
FENCE
30.5' 53.4'
x GRASS x
1'0 R' rnKlr UTAi v
\ GUTTER
ASPHALT \ '
EDGE OF ASPHALT
- 3HE
N 89'41'56" W 611.39' (meas.)
N 89'41'56" W 611.35' (record)
Property Description
10.5 i1r'r-.} I
CONC
4' X 8'�
TELE. PED.,
POWER POLE
A part of the S1/2 NW1/4 SW1/4 of Section 36, T -2-N, R -13-W, City of
Little Rock, Pulaski County, Arkansas being more particularly described
as follows:
Commencing at the SW Corner of the NW1/4 SW1/4 of said Section 36;
thence S 89'59'13" E, 30.00 feet to the East Right of Way line of
Mississippi Avenue; thence N 00'00'47" E, along said East Right of Way
line 655.80 feet to a found 1'A" rebar for the POINT OF BEGINNING;
thence continue N 00'00'47" E, along said East Right of Way line 310.16
feet to a found 5/8" rebar on the South Right of Way line of Evergreen
Street; thence S 89'32.15" E, along said South Right of Way line 606.01
feet to a found 1/2" pipe; thence S 00'59'18" E, 308.53 feet to a found
1" crimp pipe; thence N 89'41'56" W, 611.39 feet to the POINT OF
BEGINNING, containing 4.322 Acres (188,268 sq.ft.) more or less.
New Right of Way Dedication
A part of the S1/2 NW1/4 SW1/4 of Section 36, T -2-N, R -13-W, City of
Little Rock, Pulaski County, Arkansas being more particularly described
as follows:
Commencing at the SW Corner of the NW1/4 SW1/4 of said Section 36;
thence S 89'59'13" E, 30.00 feet to the East Right of Way line of
Mississippi Avenue; thence N 00'00'47" E, along said East Right of Way
line 655.80 feet to a found %" rebar for the POINT OF BEGINNING;
thence continue N 00'00'47" E, along said East Right of Way line 310.16
feet to a found 5/8" rebar on the South Right of Way line of Evergreen
Street; thence S 89'32'15" E, along said South Right of Way line 35.16
feet • thence a curve to the left having a Radius of 20 feet, an Are Length
of 31.57 feet and a Chord Bearing and Distance of S 45'14'16" W 28.40 feet;
thence S 00'00'47" W 289.96 feet; thence N 89'41'56" W 15.00 feet to the
POINT OF BEGINNING; containing 0.109 Acres (4,754 sq.ft.) more or less.
22.2' I
x
CONC. PAD 23.3
ASPHALT FOR DUMPSTER M x
� N
27.4' --
x
STORM DRAIN 8' WOOD 21.3
MANHO_E : FENCE EDGE OF -11 15" RCP
ELEV. FL ?4:36' ASPHALT ELEV. FL.=61.29
ELEV. --OP,77.51
_ --
11.3'
X 6X WOOD & BRICK FENCE x FOUND
�n 1" CRIMP PIPE
13.6' _ t
OHE OHE
POWER POLE/
LIGHT POLE
CERTIFICATION
I, Lee D. Kendrick certify that a Boundary Survey was done on the Property shown
hereon by a D.C.I. Field Crew under my supervision and this drawing is an accurate
portrayal of the Survey results. All pins set in accordance with existing found
monuments in the area.
Rights of Way and Easements are as shown. Additional Easements and Rights of Ways,
recorded or not a part of the public record, may or may not exist. These easements,
if present, were not part of the documentation uncovered to prepare this Survey.
Above ground utilities were located by visible observation only and shown hereon as
located by DCI field crew. Buried utilities are as shown per location provided by
Arkansas One Call and are shown hereon by visible observation only. All utility locations
shown hereon are approximate. No excavation has taken place as of this date to
determine the exact location of existing underground utilities shown on this survey.
Zo
Lee D. Kendrick Date
Arkansas Registered Professional
Land Surveyor No. 1274
The Property shown hereon is not in the designated 100 Year Flood Plain according
to Flood Insurance Rate Map, City of Little Rock, Pulaski County, Arkansas Zone X,
Community Panel Number 050181 0007 E. Map Revised: November 3, 1993.
Basis of Bearings is the South line as per Survey by Michael S. Gertsch
PLS No. 1039, being S 89'41'56" E, 611.35', Dated April 24,1986.
Note: Vertical datum is assumed.
�11un111ui1n77
G\ STE/�
:Ji• 0. KEN�.•J;
l��,il�,ANO
30 15 0 30 60
GRAPHIC SCALE 1" = 30'
500 -02N -13W-0-36-340-60-1274
Gtr oGT�.i! Stir V ey
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
0 COPYRIGHT
W 1998
SCALE
Qlar _ 30•
DRAWN BY TAS
OCHECKED BY :
0. LDK
APPROVED BY
O LDK
DATE:
V 7/20/98
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2' CURB &
GUTTER
78.2'
I
\ GUTTER
ASPHALT \ '
EDGE OF ASPHALT
- 3HE
N 89'41'56" W 611.39' (meas.)
N 89'41'56" W 611.35' (record)
Property Description
10.5 i1r'r-.} I
CONC
4' X 8'�
TELE. PED.,
POWER POLE
A part of the S1/2 NW1/4 SW1/4 of Section 36, T -2-N, R -13-W, City of
Little Rock, Pulaski County, Arkansas being more particularly described
as follows:
Commencing at the SW Corner of the NW1/4 SW1/4 of said Section 36;
thence S 89'59'13" E, 30.00 feet to the East Right of Way line of
Mississippi Avenue; thence N 00'00'47" E, along said East Right of Way
line 655.80 feet to a found 1'A" rebar for the POINT OF BEGINNING;
thence continue N 00'00'47" E, along said East Right of Way line 310.16
feet to a found 5/8" rebar on the South Right of Way line of Evergreen
Street; thence S 89'32.15" E, along said South Right of Way line 606.01
feet to a found 1/2" pipe; thence S 00'59'18" E, 308.53 feet to a found
1" crimp pipe; thence N 89'41'56" W, 611.39 feet to the POINT OF
BEGINNING, containing 4.322 Acres (188,268 sq.ft.) more or less.
New Right of Way Dedication
A part of the S1/2 NW1/4 SW1/4 of Section 36, T -2-N, R -13-W, City of
Little Rock, Pulaski County, Arkansas being more particularly described
as follows:
Commencing at the SW Corner of the NW1/4 SW1/4 of said Section 36;
thence S 89'59'13" E, 30.00 feet to the East Right of Way line of
Mississippi Avenue; thence N 00'00'47" E, along said East Right of Way
line 655.80 feet to a found %" rebar for the POINT OF BEGINNING;
thence continue N 00'00'47" E, along said East Right of Way line 310.16
feet to a found 5/8" rebar on the South Right of Way line of Evergreen
Street; thence S 89'32'15" E, along said South Right of Way line 35.16
feet • thence a curve to the left having a Radius of 20 feet, an Are Length
of 31.57 feet and a Chord Bearing and Distance of S 45'14'16" W 28.40 feet;
thence S 00'00'47" W 289.96 feet; thence N 89'41'56" W 15.00 feet to the
POINT OF BEGINNING; containing 0.109 Acres (4,754 sq.ft.) more or less.
22.2' I
x
CONC. PAD 23.3
ASPHALT FOR DUMPSTER M x
� N
27.4' --
x
STORM DRAIN 8' WOOD 21.3
MANHO_E : FENCE EDGE OF -11 15" RCP
ELEV. FL ?4:36' ASPHALT ELEV. FL.=61.29
ELEV. --OP,77.51
_ --
11.3'
X 6X WOOD & BRICK FENCE x FOUND
�n 1" CRIMP PIPE
13.6' _ t
OHE OHE
POWER POLE/
LIGHT POLE
CERTIFICATION
I, Lee D. Kendrick certify that a Boundary Survey was done on the Property shown
hereon by a D.C.I. Field Crew under my supervision and this drawing is an accurate
portrayal of the Survey results. All pins set in accordance with existing found
monuments in the area.
Rights of Way and Easements are as shown. Additional Easements and Rights of Ways,
recorded or not a part of the public record, may or may not exist. These easements,
if present, were not part of the documentation uncovered to prepare this Survey.
Above ground utilities were located by visible observation only and shown hereon as
located by DCI field crew. Buried utilities are as shown per location provided by
Arkansas One Call and are shown hereon by visible observation only. All utility locations
shown hereon are approximate. No excavation has taken place as of this date to
determine the exact location of existing underground utilities shown on this survey.
Zo
Lee D. Kendrick Date
Arkansas Registered Professional
Land Surveyor No. 1274
The Property shown hereon is not in the designated 100 Year Flood Plain according
to Flood Insurance Rate Map, City of Little Rock, Pulaski County, Arkansas Zone X,
Community Panel Number 050181 0007 E. Map Revised: November 3, 1993.
Basis of Bearings is the South line as per Survey by Michael S. Gertsch
PLS No. 1039, being S 89'41'56" E, 611.35', Dated April 24,1986.
Note: Vertical datum is assumed.
�11un111ui1n77
G\ STE/�
:Ji• 0. KEN�.•J;
l��,il�,ANO
30 15 0 30 60
GRAPHIC SCALE 1" = 30'
500 -02N -13W-0-36-340-60-1274
Gtr oGT�.i! Stir V ey
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
0 COPYRIGHT
W 1998
SCALE
Qlar _ 30•
DRAWN BY TAS
OCHECKED BY :
0. LDK
APPROVED BY
O LDK
DATE:
V 7/20/98
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(TYP,1
\ GUTTER
ASPHALT \ '
EDGE OF ASPHALT
- 3HE
N 89'41'56" W 611.39' (meas.)
N 89'41'56" W 611.35' (record)
Property Description
10.5 i1r'r-.} I
CONC
4' X 8'�
TELE. PED.,
POWER POLE
A part of the S1/2 NW1/4 SW1/4 of Section 36, T -2-N, R -13-W, City of
Little Rock, Pulaski County, Arkansas being more particularly described
as follows:
Commencing at the SW Corner of the NW1/4 SW1/4 of said Section 36;
thence S 89'59'13" E, 30.00 feet to the East Right of Way line of
Mississippi Avenue; thence N 00'00'47" E, along said East Right of Way
line 655.80 feet to a found 1'A" rebar for the POINT OF BEGINNING;
thence continue N 00'00'47" E, along said East Right of Way line 310.16
feet to a found 5/8" rebar on the South Right of Way line of Evergreen
Street; thence S 89'32.15" E, along said South Right of Way line 606.01
feet to a found 1/2" pipe; thence S 00'59'18" E, 308.53 feet to a found
1" crimp pipe; thence N 89'41'56" W, 611.39 feet to the POINT OF
BEGINNING, containing 4.322 Acres (188,268 sq.ft.) more or less.
New Right of Way Dedication
A part of the S1/2 NW1/4 SW1/4 of Section 36, T -2-N, R -13-W, City of
Little Rock, Pulaski County, Arkansas being more particularly described
as follows:
Commencing at the SW Corner of the NW1/4 SW1/4 of said Section 36;
thence S 89'59'13" E, 30.00 feet to the East Right of Way line of
Mississippi Avenue; thence N 00'00'47" E, along said East Right of Way
line 655.80 feet to a found %" rebar for the POINT OF BEGINNING;
thence continue N 00'00'47" E, along said East Right of Way line 310.16
feet to a found 5/8" rebar on the South Right of Way line of Evergreen
Street; thence S 89'32'15" E, along said South Right of Way line 35.16
feet • thence a curve to the left having a Radius of 20 feet, an Are Length
of 31.57 feet and a Chord Bearing and Distance of S 45'14'16" W 28.40 feet;
thence S 00'00'47" W 289.96 feet; thence N 89'41'56" W 15.00 feet to the
POINT OF BEGINNING; containing 0.109 Acres (4,754 sq.ft.) more or less.
22.2' I
x
CONC. PAD 23.3
ASPHALT FOR DUMPSTER M x
� N
27.4' --
x
STORM DRAIN 8' WOOD 21.3
MANHO_E : FENCE EDGE OF -11 15" RCP
ELEV. FL ?4:36' ASPHALT ELEV. FL.=61.29
ELEV. --OP,77.51
_ --
11.3'
X 6X WOOD & BRICK FENCE x FOUND
�n 1" CRIMP PIPE
13.6' _ t
OHE OHE
POWER POLE/
LIGHT POLE
CERTIFICATION
I, Lee D. Kendrick certify that a Boundary Survey was done on the Property shown
hereon by a D.C.I. Field Crew under my supervision and this drawing is an accurate
portrayal of the Survey results. All pins set in accordance with existing found
monuments in the area.
Rights of Way and Easements are as shown. Additional Easements and Rights of Ways,
recorded or not a part of the public record, may or may not exist. These easements,
if present, were not part of the documentation uncovered to prepare this Survey.
Above ground utilities were located by visible observation only and shown hereon as
located by DCI field crew. Buried utilities are as shown per location provided by
Arkansas One Call and are shown hereon by visible observation only. All utility locations
shown hereon are approximate. No excavation has taken place as of this date to
determine the exact location of existing underground utilities shown on this survey.
Zo
Lee D. Kendrick Date
Arkansas Registered Professional
Land Surveyor No. 1274
The Property shown hereon is not in the designated 100 Year Flood Plain according
to Flood Insurance Rate Map, City of Little Rock, Pulaski County, Arkansas Zone X,
Community Panel Number 050181 0007 E. Map Revised: November 3, 1993.
Basis of Bearings is the South line as per Survey by Michael S. Gertsch
PLS No. 1039, being S 89'41'56" E, 611.35', Dated April 24,1986.
Note: Vertical datum is assumed.
�11un111ui1n77
G\ STE/�
:Ji• 0. KEN�.•J;
l��,il�,ANO
30 15 0 30 60
GRAPHIC SCALE 1" = 30'
500 -02N -13W-0-36-340-60-1274
Gtr oGT�.i! Stir V ey
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
0 COPYRIGHT
W 1998
SCALE
Qlar _ 30•
DRAWN BY TAS
OCHECKED BY :
0. LDK
APPROVED BY
O LDK
DATE:
V 7/20/98
Z
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