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� ' EXIST. BUILDING� I � -�` �-
_._ __ - _ -' _SrQ�i Scale 1" = 20 ft
,a FIRST FLOOR = 376.01
SECOND FLOOR = 390.47 -��� ✓
SSMH /� 9
_ -JP 375:65 _ _
7-- BASIS OF BEARING = MAGNETIC NORTH
- I ` N'. 573
I83 NOTE: I '0/ 367.31:
I Imo¢ ABANDON EXIST. 12" STORM DRAIN �- BOUNDARY DESCRIPTION:
o z r NOTE. _ -� I - ,
&INSTALL NEW 12" R.C.P. TO NEW
___ f` _ REPLACE EXIST. ASPH. PI4VING
JUNCTION BOX \ ALL OF BLOCK #4, CENTENNIAL ADDITION,
\ 1' ` AS R, OUIRED AFTER NEW UTILITY I I
INSTALLATION ---_--=-=T� �_ _ -- �.' CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS
I W 11
l II 1 >J-� -- -- -__ S 89_56'20"-E ------�--I M _ - ' -- f� - ��\-c,RnTE -
NEW JCT. BOX - _ �s �`�'� MLL'
300.00 FT Ex. INLET _ T.B.M. 373.28
INV. -- SEi7,�±,-
�Si TOP = 376.20 N TOP BOLT ON EAST SIDE OF FIRE HYDRANT
,• .• 7 INV. = 372.82 TOP - 375.91 _ I ; o
81.1.--�• INV. = 372.66 -- -i-- AT SW CORNER OF MARSHALL & 13th STREET
3 S 176.5Q II O EXIST CURB ILE
') • •.. T.W. INV. = 370.5
• I - ,}77.00 .W. - - 74.65
T
F' 1 t • 377.00 1' R GP -'-p G
s9
376
I
'+395.425 P)�37�`.00i_•7•/� \: _1 NO
z 1 ' 74�RG`I f REC TRUCT EXIST. CURB INLETN�TES:
p,AS R UIRED FOR NEW 12" R.C.P
z d 115 (� •, o 375.35 1. UNDERGROUND UTILITIES WERE LOCATED BY FIELD OBSERVATION AND
�•
-NEW GRATE INLET. ' NEW JCT. BOX v� `• I THROUGH RECORDS OF THE APPROPRIATE PRIVATE AND PUBLIC UTILITY
W t _TOP = 374.80 r dj COMPANIES.
TOP 375.00 -- \ y} i
Ij 37 .� \ INV. 373.06 INV. 372.00 ` +1 0 _ 1
+1 I '375251,. i I 1 2. SEE SHT. C1.1 BOUNDARY & TOPOGRAPHIC SURVEY FOR DEMOLITION
INFORMATION
1 z
I 1 tom, , " g. • m 374:70 � I` 3. EXISTING TREES TO REMAIN SHALL BE SUFFICIENTLY PROTECTED
1•27 D 8'-9" 2a' -b` I I FROM DAMAGE DURING CONSTRUCTION.
375.30
4. CONSTRUCTION SPECIFICATIONS FOR EARTHWORK, GRADING, DRAINAGE
AND PAVING ARE BASED ON ARKANSAS HIGHWAY AND TRANSPORTATION
37483 " DEPARTMENT CURRENT STANDARDS DATED 1993 UNLESS OTHERWISE
0 0 f- O SPECIFIED.
a0' 0' is,-Fl�
28'-0" 1 17'- I Ld a 5. CONCRETE FOR THE DRIVEWAY AT THE NORTHWEST CORNER OF THE
i ( 3i53$ D ILLI W °' BUILDING SHALL HAVE A STRENGTH OF 4000 PSI 0 28 DAYS, OTHER
000 '. ,' ` H =:j d LL
LL- 00 In
CONCRETE SHALL BE 3000 PSI.
IL0 (n w 6. THIS PROPERTY DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN.
\ I 1 o NEW 6'1 'CONC , 4. a 170 Nin p v
\ �I M PAVING' 374_96 1� `d OD r I u-
00 5 0
0D I w• 0
1 \ n RAO. a},I' N100 a
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�� a •I' 31'4.
'02Q 376.50. 376 �'.
c _ + 9 I 0
T. 377.00 T. W. •= 37 .50 l� BUILDING ' 74.6oo
B.W = 375.00 : FIN. FLR. ELEV. = 375.39 : 37S 15.E
B. W. = 375.+ w
�' LL 374.50
< I ✓' / c, 35.25 i '
Li m I f I 04 374.30
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I -CmI a 374.90 20. FAD. ?P
O �'. / S� /I7 .h Lj
o .i I OD° z I
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CL
W Y ¢ v �W - z a
(-5 373.00 >
V-' O a�� I P \ `I ��n Z I :575.06 f I 3 -
0 m J ( of NEW 2" APSH.
V I PAVING I
372.60372 10 0
It I w 1 1 in I 37 '41 373.00 1 •7 0
ul C14
r a 3
j I 51 n I
375 0�0
o i
Lit•. / n ` ,�� ' 3 yl M, o
1 I � 373.54
I
374.8 z
LLj
{ 't z
_374.90 : �
.90 /�. < a
\ JI Uuj
I
I I jP f, 1 CHILDREN'S_ z (n m 1
F' I PLAY AREA b cr
I II 6" PEA GRAVEL m I Q 0
I 374.90
_ w
I X
t'
0374.90 ¢
I
C11\ DECORATIVE �+
I I IRON FENCE t I 1�
I b5
1 \
1 J, fn f I
25 BUILDING LINE - - - _ -_7
374 -QQ 375.00 37 .50 - 374.25
37 75
4 ►-._ 374
'
y0/O GPO 376 375 --/ 373 Cy I a
I_
¢ �dkAy - _ i r H.C. PASSING 373
P _ -88.21 A W AREA �� +
- --.- 299,2Q -FT- -- - - --- -- _
3 �
z _ 12'-0"
- NV
371.90
W. - - �" v� - - - - - I"" w - - - -
MI
TOP = 374.55 NEW CONC. DRAINAGE CHANNEL
.-- -- c - C INV.
- --- - 2
-
-375 fv TZ ' SSMH
- - ---- --- - x,n= 1' 13th STREET "� TI - 3-',1 h
NV
it _ (6 - - W) vv
STREET WIDTH = 30' BACK OF CURB TO BACK OF CURB
I r `1 B
SYMBOLS LEGEND
0
-- 375-
:.'...',• .,• .. 'I
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 CONIC, CURB & GUTTER
NEW STORM DRAINAGE LINE
EXIST. CONTOUR
NEW CONTOUR
NEW CONCRETE PAVING
NEW ASPHALT PAVING
NEW PAINT STRIPING
NEW STEEL PLATE (CHECKERED)
FABRIC SILT FENCING
.Zg--I9y7
C.D.I. CONTRACTORS
3000 CANTRELL ROAD
LITTLE ROCK, AR. 72202
MR. DANNY BENNET
1-501-666-4300
REVISIONS DATE
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DESIGNED
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DRAWN BY
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DESIGNED
J.C.S.
- -----
CHECKED
J. C. S.
DATE
FEB. 21, 1997
SCALE
1 = 20'
-
PROJECT N0.
970021
SHEET NO.
C1.