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UTILITY
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_250- 25117-1 -
1 17-1 252
\ BUILDING 01 ( TYPE I)
FINISH Ist. FLOOR ELEV.253.00
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�T.C.251,50 T.C.252,2
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EXISTING HEADWALL
0
f-ELEV. 246,17 N 0 o /
CONNECT TO EXISTI G j TO -"N t
CURB INLET
FLELEV. 246.10±
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J J ^ (J
80 L.F of 43"x 27 LLw m� e� sp TC.
CMAP @ O.3`/e i
''� T G. 251. 25
CONSTRUCT NEW TC.250 TS i
DOUBLE WING CURB INLE
TOP ELEV. 249.50 , f - 249.70J
INV.ELEV. 246.34 1 x �_
FLELEV 36'x 22=CMAP= CMAP e 0.3% 0
246.40 ^ T. 1 .OQ "� .25
SEE DETAIL
MATCH EXISTING GRADE 1
CONSTRUCT NEW
HEADWALL
SEE DETAIL 4 1'
252
BUILDING-04 ( TYPE I)
FINISH Ist FLOOR ELEV. 253.00
p' _ EA:zIrM6oNT
4 -
SITE GRADING AND DRAINAGE PLAN
0 20 40 E0 130 2C 16C
SCALE 1"= 40
0
N 51046' Id1E _
1046.6'11
I
4 0 48.a 48.�'1� 25.0 129.06'-
i
2'52 253 -2�g_ _ _ =_ 1 1 I
52 25
253 252 `fl � `� I1
M - l;J�lrl��lllllf��i
BUILDING-06 (TYPE 2) ! I { o r BI�ILDIN�a 'I Y E 2) )i
FINISH' 1st. FLOOR ELEV. 254.00 't? FINISH f•t.�, off. EV Q55.00 1,11111 53
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to !- apt �11 r 111l�rJ'II
T.C. 3.50 C. 254. 254 1111
�t �Illl
rn - I T C. 252. 2 1 -0 �. 253.62 1' I
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Fj2 FINISH Ist. FLOOR i I illy ^� \ �1 It(�1llrll
ELEV. 253.50 o !1
1 :{t
u SLUG oa C. 2.00 ' 11 rcz l 3. \ r it r l 11 11
4) 252 Ly^353.00 ' I
iC. 5 85 / �l r Lw
253 R
k U 254 Lei f! 1 I I t J r 1
o
SN
2 N TG. Z!t ,29�0�.501 �� C.254-00
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--- I } f1�53.10 T.C.'294 i i I !1! lilt
1
' N -0 253.00 I, i 2g f
t LL 254 41
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BUILDING-09 (TYPE 2) o= I ; I ! dQAltygvF
FINISH Ist. FLOOR ELEV. 253.50
oZ DjNG-f6.� 1) 1 Irl1�111� B'45E�r1y1
253 T. C. 252. .25 CD LL F.1 H r` I st. FL E V.I 254.50 ! ' 1 l � �f i l
252 _
I 251 T.0 2 3. 253 253.
-4-�252 - 'I 255 1 - - --
tad 129.08' 32.'l0 L3.83 ¢2.go 24.0� 196.og3.a1 0.021
• �82, 62
550-102F5 18it w -
LEGEND
FINISHED GRADE CONTOURS 250
EXISTING GRADE CONTOURS --251--
FINISHED SPOT ELEVATION X•1-252 25
NOTES:
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M Wmdn "L Ir PE
Chute= B= . PEBob18"ym
AIAMAlk.ry
W CrankAW
W.B.Am C D... AIA
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S HAner.An III AIA
E CIAy Hp.Am. AIA
Ke..
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letup E. IAckAp. AIAA
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II
L. talley MA
W Fnd n 1i AIA
Kbrm=n W M.,
Dr mh Wyund AURic
M W Rde
edn AIA
F Kelly kwe PE
ICm ' R.ley ALA
Lyry C Rnv' AIA
Brent Tt = inn AIA
Ge. p R Tton II PE
t K WAmner Ir AIA
O1m I W"hr Ir At
PM I CK
119.1�1
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I- MAXIMUM GRADE SLOPE AWAY FROM BUILDINGS SHALL BE
ALL OTHER SLOPES SHALL BE A MAXIMUM OF 3 1
2- CONTRACTOR SHALL PROVIDE 4"TOPSOIL, SEED AND FERTILIZER ON ALL
EXPOSED EARTH SURFACES RESULTING FROM THE CONTRACTOR'S
OPERATIONS.
3- EXISTING CONTOUR INFORMATION IS FROM A SURVEY BY GARVER & GARVER
ENGINEERS AND PLANNERS OF LITTLE ROCK, ARKANSAS, DATED JUNE, 1983.
DATE
PROJECT
83-026
OF
re