HomeMy WebLinkAboutZ-5461-A Map 10F.I.P.
LC)
01
S
F.I.P.
LEGAL
N 02'0633" E 1276.04'
^0'0 335 •�►
O
SHED
334 : •.e, .
333
332 P 0 0 8'
331' WATER LINE
i 330
ISI G
P R IN
N
PACES
16.497 ACRES
GYM Go
o
NQ CHARGES 10RXTERIOR x �-
BLDG: GUY
ARE ;-. , ,� EXIST. PCIVERED WALKWAY
�I
FENCE �: 4 �� H C. PAf ES I m
__j 2 SPACES
CH ASPHALT
p' PRQPOSED
WAL PARKING 30 HDPE
EXISTING
rn
332
EXISTING FOO BR DGE PCS 2 SFA E
�,
331
COVERED
---------------- WOODEN SyIkCco
(---------------- g 5 BENCHES c
r� Cn
I I 3 A c
SANITARY SEWER' i
I
XISTING ' DITCH J TOP E LEV.-3 MH) 1
I FLOW = 3 .80,. -
m
FOOTBALL FIELD
33>90 3 1
I I _ a ,lmx6m, ,•aro,
I I ry f - 1.ar
330
I I OPO ISTIN
I I ASPHALT ASPHALT
N ARKIN PPARKINGATE I
W9aTz PROPOSED 8"
N
L------------- ___ 329 RV Sa3.,o °
nuvrsrEx
G�, uFT 3$i9°
-------------- - ------------j
SYL
w w
,TREELINE_ Cn
ISI
S 02°31 22" W 1277 50'
EXISTING 8"
WATER LINE
NEW 8"
8" TAPPING S
& VALVE
TELE 16" RCP (REMOVE)
o ED F.I.P.
10
C
�
--- ASPHALT
BUS:
EXIST.- 12'5
-
1 2fs• BUS
I u
11
151.- 12'
------------
105'-%IODEH
430 IF
NEW -20'8"
SIG
I�
II
u
O
3.1NT
f19EY.-31
�COO�NpNE'C
u•anYM 5 OWE
F.F.-326.80
PROPOSED
8"
.F. -326.8
I u
NO CHANGES
Q
40" 0 •�
0
WATER LIN
w
PO N BLDG:
•p
BLDG.
OL24" D
b
K
130
TOLE REMOVED
r/SM, gam"
i
K
I
RELOCATE F.H.«: u
4'P1PE
��1NS
RELOCATE F.H.
&I W.M.:
h8 OFr
30" RCP (REMOVE)
D.....0
II�
Ea
O
1n
EXIS
N
.
CLASSROOM
EXIST.- 20.5•
NEW -20'8"
I
",- •�
30 OAK
F.F .
F.F.-332.13
EXIST.- 12'5
:n
I II
NEW -20'8'
nJ
F.F.-332.13
II
I z1s': ii
GRASS
.0
�1E NW
8'
CONCRETE SWALE(REM E
°' awv
GA
COVERED WALKWAY
INLET
$0" PINE
�-
NO CHANGE
>
_24��:
XIST.- 12'
NEW -20"8"
IST.- 12'5'
NEW -20'8"
d'
D
h
Ew
.F.-328.80
EXIST.
F.F.-328.8
F.F.-328.80
0 CHANGEJ
Q
1i
,°
a
a
I TELE
H
ERH/{NG
�i
3:
EXIST.- 20'8"
I
Y
Y
NEW -20'8"
F.F-326.80
J
1�1�
! Sn aF�'•}�/�
I
Ni
50 25 0 50 100
Scale 1" = 50'
APPARENT RIGHT-OF-WAY
(50') COUNTY ROAD
PROPOSED FUTURE 90' R.O.W.
CITY OF LITTLE ROCK
EXISTING 8" WATER LINE
30" RCP (REMOVE)
CENTERLINE OF MABELVALE WEST ROAD
(NORTH PROPERTY LINE)
D
SEE SHEET 2 OF 4 FOR
1/2 STREET IMPROVEMENTS
va Ter NEW -20'8"
Fieee.n:s �e F.F.-324.80
F.F. 322.801 l L "'L� Jp vim+ I
44 �A L
COOLER MEDIA CENTER
CAFETORIUM Q FF 322.80
3:; EXIST. - 16'4"
FF 322.80 322.86 NEW - 26'0'
EXIST. - 16'4" --/
NEW - 26'0" x';- mUUUUUU0m_
FL321.16
NOTE: IT WAS REPORTED THAT ARKANSAS HIGHWAY AND
TRANSPORTATION DEPARTMENT IS ACQUIRING R.O.W. FL DITCH Q PROPERTY
EAST OF PROPERTY. LINE 321.10
PART OF THE NORTHEAST 1/4, NORTHEAST 1/4 OF SECTION 9,
TOWNSHIP 1 SOUTH, RANGE 13 WEST, LITTLE ROCK, ARKANSAS,
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER, NORTHEAST 1/4, NORTHEAST
1/4, SECTION 9, TOWNSHIP 1 SOUTH, RANGE 13 WEST; THENCE
S 02'31'22" W, 1277.50 FEET ; THENCE N 88'39'20" W, 558.33 FEET;
THENCE N 02'06'33" E, 1276.04 FEET; TO THE CENTERLINE OF
MABELVALE WEST ROAD; THENCE S 88'47'15" E, 567.57 FEET ALONG
THE CENTER OF MABELVALE WEST ROAD TO THE POINT OF BEGINNING
CONTAINING 16.497 ACRES MORE OR LESS
JOB. No. 2764 B Bond Consulting Engineers
DRAWN BY: DS
C 2601 T.P. White Dr.
E Jacksonville, Arkansas
CAFETERIA
EL 322.05 /- EL 321.81
L_
AC PAD
ZEL 321.90 EL 322.11
TOP BOX 322.63
FL 319.53
CERTIFICATE OF SURVEYING ACCURACY:
I, PAUL PAYNE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE BY ME AND ALL MONUMENTS
SHOWN HEREON ACTUALLY EXIST. AND THEIR LOCATION, SIZE, TYPE,
AND MATERIAL ARE CORRECTLY SHOWN.
DATE: PAUL PAYNE, REGISTERED IAND
SURVEYOR No. 194, ARKANSAS
Prepared For:
DON RENSHAW
620 EAST MARKHAM
LITTLE ROCK, ARKANSAS 72201
CLASSROOM
EL 322.03 /- EL 322.00
ZEL 321.99
TOP BOX 322.71
FL 319.81
NEW-20'8
�
F.F.-324.80
Q
EXIST.- 12'5
O
^
151.- 12'
EXIST.
105'-%IODEH
430 IF
NEW -20'8"
SIG
I�
EW -24'7"
O
3.1NT
f19EY.-31
�COO�NpNE'C
u•anYM 5 OWE
F.F.-326.80
1105' WIDE
a
.F. -326.8
Ar
18,
NO CHANGES
Q
40" 0 •�
41' HIGH
w
1 SF•'
m
OL24" D
b
K
130
r/SM, gam"
i
K
I
RELOCATE F.H.«: u
4'P1PE
��1NS
L� .2a.Po'
h8 OFr
30" RCP (REMOVE)
va Ter NEW -20'8"
Fieee.n:s �e F.F.-324.80
F.F. 322.801 l L "'L� Jp vim+ I
44 �A L
COOLER MEDIA CENTER
CAFETORIUM Q FF 322.80
3:; EXIST. - 16'4"
FF 322.80 322.86 NEW - 26'0'
EXIST. - 16'4" --/
NEW - 26'0" x';- mUUUUUU0m_
FL321.16
NOTE: IT WAS REPORTED THAT ARKANSAS HIGHWAY AND
TRANSPORTATION DEPARTMENT IS ACQUIRING R.O.W. FL DITCH Q PROPERTY
EAST OF PROPERTY. LINE 321.10
PART OF THE NORTHEAST 1/4, NORTHEAST 1/4 OF SECTION 9,
TOWNSHIP 1 SOUTH, RANGE 13 WEST, LITTLE ROCK, ARKANSAS,
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER, NORTHEAST 1/4, NORTHEAST
1/4, SECTION 9, TOWNSHIP 1 SOUTH, RANGE 13 WEST; THENCE
S 02'31'22" W, 1277.50 FEET ; THENCE N 88'39'20" W, 558.33 FEET;
THENCE N 02'06'33" E, 1276.04 FEET; TO THE CENTERLINE OF
MABELVALE WEST ROAD; THENCE S 88'47'15" E, 567.57 FEET ALONG
THE CENTER OF MABELVALE WEST ROAD TO THE POINT OF BEGINNING
CONTAINING 16.497 ACRES MORE OR LESS
JOB. No. 2764 B Bond Consulting Engineers
DRAWN BY: DS
C 2601 T.P. White Dr.
E Jacksonville, Arkansas
CAFETERIA
EL 322.05 /- EL 321.81
L_
AC PAD
ZEL 321.90 EL 322.11
TOP BOX 322.63
FL 319.53
CERTIFICATE OF SURVEYING ACCURACY:
I, PAUL PAYNE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE BY ME AND ALL MONUMENTS
SHOWN HEREON ACTUALLY EXIST. AND THEIR LOCATION, SIZE, TYPE,
AND MATERIAL ARE CORRECTLY SHOWN.
DATE: PAUL PAYNE, REGISTERED IAND
SURVEYOR No. 194, ARKANSAS
Prepared For:
DON RENSHAW
620 EAST MARKHAM
LITTLE ROCK, ARKANSAS 72201
CLASSROOM
EL 322.03 /- EL 322.00
ZEL 321.99
TOP BOX 322.71
FL 319.81
NEW-20'8
�
F.F.-324.80
211.5'.11
O
r
SIGN
sv,a�pw
105'-%IODEH
430 IF
w
If
O
3.1NT
f19EY.-31
�COO�NpNE'C
u•anYM 5 OWE
O
4)
J
Y/
Ar
18,
Q
40" 0 •�
w
m
OL24" D
b
K
FLOWER BED
24"_
K
RELOCATE F.H.«: u
F.F. 322.80
Fl 6t -3f IS
ADMINISTRATION
FF 322.80
EXIST. - 12'5"
2.80 NEW - 24'0"
us
PHALT
PROPOSED
WATER LINE
EXISTI IG •CLASSROOM
• CLASSROOMS
1
)01
EL 322.0
AC PAD
ee'eQ�� O F A tj p
BOND CONSULTING A
s ENGINEERS, INC. 1
v No. 112 O
°°°°''•;'�'NSAS EclG�h°eeeee
Iii
raonIMONAL�$
Imnim 111
v*r ft 7M
SIGNATURE DATE
_------EXISTING 8" WATER LINE
18" RCP- NORTHEAST CORNER
(REMOVE) NORTHEAST 1/4, NORTHEAST 1/4
SECTION 9, T -1-S, R -13-W
PAGIS COORDINATES
ii N = 117543.1021
tD
0BM/PP E= 1192583.3876
F. BENCH MARK
NAIL IN POWER POLE
N = 117562.8426
E = 1192577.7030
-`_ ELEV. = 319.48
OFFICE
EL 322.12 r EL 322.00
L- EL 322.08 EL 322.30
TOP BOX 322.84
FL 319.74 -�
NOTES:
1. FINISH FLOOR GRADES ARE APPROXIMATE.
2. PARKING SPACE LOCATIONS ARE APPROXIMATE.
3. TOP ELEVATIONS OF GRATE INLETS ARE APPROXIMATE, GRATES SHOULD BE SET LOW ENOUGH TO DRAIN ADJACENT GROUND.
FLOW LINE ELEVATIONS CAN BE ADJUSTED. 1 FT. OF COVER OVER PIPE SHOULD BE MAINTAINED.
SITE IMPROVEMENTS
MABELVALE JUNIOR HIGH
MABELVALE, ARKANSAS
/ 7 n
EXISTING 8"
WATER LINE
NEW 8"
8" TAPPING S
& VALVE
LEGEND
e WATER METER
H WATER VALVE
• FIRE HYDRANT
O POWER POLE
• .......... OVERHEAD UTILITIES
R2 ZONING
SINGLE FAMILY RESIDENTIAL
SCALE: 1" = 50'
IDATE: JULY 2001
SHEET
OF
1 4