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32 L.F. OF 15'RC P `
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ISTORMWATER
DETENTION
-- POND I
Z
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g 3'H:1'V
SLOPE
EXISTING
I TRFFI INF
QTBM
K-5 RR SPIKE IN SIDE
OF PP AT NE COR.
EMERGENCY DR. AND
KANIS RD. EL. 425.95
`�- -THE -
MEHLBURGER DR MEE
%L8FIRM
CHK
GENERAL NOTES:
1. LOT 13 AREA IS 3.65 ACRES;
CONSTRUCTION (DISTURBED) AREA
IS 3.4 ACRES.
2. ERECT TEMPORARY EROSION CONTROL
BARRIER PRIOR TO BEGINNING ANY
EXCAVATION WORK. MAINTAIN BARRIER,
AND REMOVE SILT ON AN AS NEEDED
BASIS THROUGHOUT CONSTRUCTION.
REMOVE AND DISPOSE OF BARRIER UPON
COMPLETION OF PROJECT.
3. ERECT TEMPORARY EROSIOIN CONTROL
BARRIER AS SHOWN AND AROUND
EACH INLET OR CULVERT TO PREVENT
SILT FROM ENTERING DRAINAGE SYSTEM.
" ' WAS
TEMPORARY EROSION//
CONTROL BARRIER
o little Rxk. AR 72201 0501/375-5331 'APVD ' NO. I DATE
REVISION
r-
1 5
Lc=68.03'
AIC(1•r)A G!1"W
77 �
'iP
G' NU4M N 4yka=
BAR IS ONE NC! -
THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAW NG.
HEREIN, AS A PRODUCT OF DESIGN SERVICES, o —
IS THE PROPERTY OF THE MEHLBURGER FIRM
AND IS NOT TO BE USED IN ANY OTHER DESIGN IF r,'37 ONE INCH ON
WITHOUT EXPRESS WRITTEN PERMISSION - 'S SHEET, ADJUST
BY APUD THE MEHISURGER FIRM ;tis ACCORDINGLY.
LOT 13, BAPTIST MEDICAL CENTER
BAPTIST MEDICAL SYSTEM, INC.
LITTLE ROCK, ARKANSAS
2'H: 1'V
SLOPE
Lc=164.19' a`
N70-1 0'21-W,
A=164.79.'
OR 1701 39" CIF cO�RT
T83.01 —�
SHEET C_2
GRADING, DRAINAGE, DETENTION NO.
DATE 2-14-94
STORAGE & EROSION CONTROL PLAN PROJ 294-113
I.1
on
C
0
r
•t`
•L
_
b
G' NU4M N 4yka=
BAR IS ONE NC! -
THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAW NG.
HEREIN, AS A PRODUCT OF DESIGN SERVICES, o —
IS THE PROPERTY OF THE MEHLBURGER FIRM
AND IS NOT TO BE USED IN ANY OTHER DESIGN IF r,'37 ONE INCH ON
WITHOUT EXPRESS WRITTEN PERMISSION - 'S SHEET, ADJUST
BY APUD THE MEHISURGER FIRM ;tis ACCORDINGLY.
LOT 13, BAPTIST MEDICAL CENTER
BAPTIST MEDICAL SYSTEM, INC.
LITTLE ROCK, ARKANSAS
2'H: 1'V
SLOPE
Lc=164.19' a`
N70-1 0'21-W,
A=164.79.'
OR 1701 39" CIF cO�RT
T83.01 —�
SHEET C_2
GRADING, DRAINAGE, DETENTION NO.
DATE 2-14-94
STORAGE & EROSION CONTROL PLAN PROJ 294-113
I.1
on
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0
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