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(TYPE I)
FINISH Ist. FLOOR ELEV. 253.00
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TOP ELEV. 249.50 .
INV.ELEV 246.34
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BUILDING-04 (TYPE 1)
FINISH Ist FLOOR ELEV. 253.00
N 252
250
UTILIT`( EASromrm;yT
35.33' -- ----- -- - I9G.cle --
'�,/ SITE GRADING AND DRAINAGE PLAN
0 20 40 60 80 12C 160
t I I I
SCALE 1"= 40'
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%) 510,4311615
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moo' -__ 129.06 _ <}6,0 L 48,61 4l3.Gll 25.0 , 129.08 125.091 119.111
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253 254
-253 252 25
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UILDING-06 (TYPE 2) I
rBlI Q t BI�ILDIN Ia Y E 2)I
FINISH Ist. FLOOR ELEV. 254.00 x? I FINISH st.'\FLOIOM: EV. 55.00
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BUILDING-09 (TYPE 2) I i 0_
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252
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- 255
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LEGEND
FINISHED GRADE CONTOURS 250
EXISTING GRADE CONTOURS --251--
FINISHED SPOT ELEVATION X'1-252.25
it
s24.02G14o' E
9.36'
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NOTES:
I- MAXIMUM GRADE SLOPE AWAY FROM BUILDINGS SHALL BE SHFETTITLE
ALL OTHER SLOPES SHALL BE A MAXIMUM OF 3 1 SITE
GRADING a
2- CONTRACTOR SHALL PROVIDE 4"TOPSOIL,SEED AND FERTILIZER ON ALL DRAINAGE
EXPOSED EARTH SURFACES RESULTING FROM THE CONTRACTOR'S PLAN
OPERATIONS. ' DATT
3- EXISTING CONTOUR INFORMATION IS FROM A SURVEY BY GARVER 81 GARVER PROJECT
ENGINEERS AND PLANNERS OF LITTLE ROCK,ARKANSAS, DATED JUNE,1983. A.1-026
OF