HomeMy WebLinkAboutZ-4336-O Map 5n4.
9
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EXIST. BUILDING
II FIRST FLOOR = 376.01 �_.:- -.- /(
SECOND FLOOR = 390.47
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4? I NOTE:
/ ABANDON EXIST. 12 STORM DRAIN I �
& INSTALL NEW 12" R.C.P. TO NEW NOTE' -_
PR EQEXIST.
AFTER NEW, UTILITY
ILITYi
I I ] I I
JUNCTION BOX PAVING +
INSTALLATION
�I S 89_56`20"-E -- -- - -- - -- i��-_
a - -- -- -- NEW JGT. B0N 300
,1 .00 FT EX. INLET
TOP = 376 20 --
3 1'381 25 1 7 /-TOP-- 375.97
,)8_ _� .� .S� 7 INV. = 372.82 II INV. = 372.66 _
%�g *�� EXIST. CURB- INLET
' 1 T.W. N I INV. 370.58
o t• .377.00 _ 74.6 a
v' T.W.
1
377.00 2 R 376 W, i76. 60ff
i '• �j69 •3 1 v •� . .371 1 373.00 f NOT .
y. "' 3.75.¢5 , .. .374,60 oI i Q r
x I -,+ - i RG ,' I I :. REC TRUCT EXIST. CURB INLET
Pp TI °' i 12 i 1 AS R UIRED FOR NEW 12" R.C.P
w •'�' I p • o 37535
z1J i NEW GRATE INLET o :� ai I. \
NEW JCT. BOX w_
s j 39g. W " TOP = 375.00 ^ TOP = 374.80
vI I 1' I 3 9D INV 373.06 INV. 372.00 of V1 I 1
1-.i .. I 1 . • ... •37525 �.. �" ,:� o-
% C17 a
- 7g
t
•� 374.7 0
00
1 .2ui
Z'' Ol 8' 9" 2D'-6"• .. - I I CK I
0
� 375.30 `� '�s I � I m
C' 375 60 U
374.83 ', `' J � U
0
I/ 1 • . • i 8" LI
-O 28'-0" 17'- LLJ U
wj Iw Li m
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-- lu'1
J 1 NEW 6 r n )CONC , i o CA v PAVING .' ° 374.96 c6I -JI O
m.
` � I I � .•P•• , ' N �' RAD. ---- I ' Co d J � �
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CJD Q�' I I •3]b.5� '-37B'ObU I P T I e X a ..••.3r �.•. 74.65 'Co
� T -W. = 377.00 T.W. BUILDING 37�50�� °
0 11111 - 375.00 s.W. - 375.011 FIN. FLR. ELEV. = 375.39 m .
Y I
1 w45I 0
af
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n L4 w 374.30
w^m M
p 374.90 RAO
ep\\ ' J.f .,
w l 1 3
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O �' .. , 373.00 r
w a IR \ I zI 375 06 \ 13
J O I I J Y Z NEW 2" APSH. o Ir
m of PAVING I x
O M IT 1 �I r �j72.6fY •I 372.10
m 373.00 a
1.. ;-"-.. U
w N I - - --• - - 37 '41 - --- O
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3
375.00 - • / of •. •'i,lot
z
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i • I 373.54
C) 374.6
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a 0
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vP 1 . I 374_90 374.90 _ _ 7 0 � a �
CD
0 ft
CHILDREN'S z m > I 0'
PLAY AREA CC
J
I W I \ 6" PEA GRAVELm l I
r=
374.90 - n
LTA X374.90i� --i
p I j DECORATIVE i� - - ----
IRON FENCE f N -j 11 •� k`,{
1<11
25' BUILDING LINE -- -- - - - ----- 1
37 73 Q_ 375.00 .50 7 374.25 _
-- - - - __ - 111111111111111 - - -�'\ 'o.
p - 5 374
SFO �\ p
376 _ 374 _i _ 372:� 373 Cq�a a
a_',7 - H.C. PASSING H.C. -
cr
7�y gg
2 W AREA A
4 .
V �S.Z� _FLCONC WALK
2 x
0
n
w
12'-0"
z -
- -
- TOO _ 3747
55 NEW CONC. DRAINAGE CHANNEL
`1
• hlt.
-- 4" GAS [ t, -' - -- -- - -- - - - - -- - -- - - - _.
13th STREET
(60 FT R -O -W)-
STREET WIDTH = 30' BACK OF CURB TO BACK OF CURB
r
2
Scale 1" = 20 ft
BASIS OF BEARING = MAGNETIC NORTH
BOUNDARY DESCRIPTION:
ALL OF BLOCK #4, CENTENNIAL ADDITION,
CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS
T.B.M. = 373.28
TOP BOLT ON EAST SIDE OF FIRE HYDRANT
AT SW CORNER OF MARSHALL & 13th STREET
NOTES:
1. UNDERGROUND UTILITIES WERE LOCATED BY FIELD OBSERVATION AND
THROUGH RECORDS OF THE APPROPRIATE PRIVATE AND PUBLIC UTILITY
COMPANIES.
2. SEE SHT. C1.1 BOUNDARY & TOPOGRAPHIC SURVEY FOR DEMOLITION
INFORMATION
3. EXISTING TREES TO REMAIN SHALL BE SUFFICIENTLY PROTECTED
FROM DAMAGE DURING CONSTRUCTION.
4. CONSTRUCTION SPECIFICATIONS FOR EARTHWORK, GRADING, DRAINAGE
AND PAVING ARE BASED ON ARKANSAS HIGHWAY AND TRANSPORTATION
DEPARTMENT CURRENT STANDARDS DATED 1993 UNLESS OTHERWISE
SPECIFIED.
5. CONCRETE FOR THE DRIVEWAY AT THE NORTHWEST CORNER OF THE
BUILDING SHALL HAVE A STRENGTH OF 4000 PSI ® 28 DAYS. OTHER
CONCRETE SHALL BE 3000 PSI.
6. THIS PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN.
SYMBOLS LEGEND
FIRE HYDRANT
SANITARY SEWER MANHOLE
LIGHT POLE
POWER POLE
CALCULATED CORNER
SANITARY SEWER LINE
ARKLA GAS LINE
WATER LINE
OVERHEAD POWER LINE
EXIST. STORM DRAINAGE LINE
EXIST. CONC. CURB & GUTTER
NEW CONC. CURB & GUTTER
NEW STORM DRAINAGE LINE
EXIST. CONTOUR
NEW CONTOUR
NEW CONCRETE PAVING
NEW ASPHALT PAVING
NEW PAINT STRIPING
i
NEW STEEL PLATE (CH
FABRIC SILT FENCING
I
S
C.D.I. CONTRACTORS
3000 CANTRELL ROAD
LITTLE ROCK, AR. 72202
MR. DANNY BENNET
1-501-666-4300
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CD
_
CHECKED
J. C-5
(,
DATE
FEB. 21, 1997
W
SCALE
1" = 20'
Z
PROJECT NO.
970021
cV
SHEET NO.
C 1.2
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CHECKED
J. C-5
(,
DATE
FEB. 21, 1997
o
SCALE
1" = 20'
Z
PROJECT NO.
970021
cV
SHEET NO.
C 1.2
cm
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DRAWN BY
E. E.
DESIGNED
J.C.S.
_
CHECKED
J. C-5
DATE
FEB. 21, 1997
SCALE
1" = 20'
PROJECT NO.
970021
SHEET NO.
C 1.2