HomeMy WebLinkAboutZ-4874-A Map 1150 0 50 100
1"=50'
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1. All Radii are 25' unless otherwise noted.
2. Stormwater Detention Storage for Lots 1 & 2 may be
incorporated in design of Basin No. 3. In such
event, Detention Basin No. 1 will not be required.
3. Sewage Disposal Fields are assumed based on
estimated number of employees, 15 GPCD, and 45 minutes
per inch percolation rate.
4. Refer to Site Grading Plans for detailed landscaping requirements.
DArE I REVISIONS
SURVEY BY
DESIGN BY:
DRAWN BY: J.H.D.
CHECKED BY: W.L.D.
CAD FILE: Bladw-pert_b.dc (JHD)
C
CIVIL
DESIGN
INCORPORATED
15104 CANTRELL RD.
LITRE ROCK, ARKANSAS 72212
(501)868-7717
RT GISTE RFAI Z
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SCALE:
1 I'=50,
DATE:
PROJECTNO,
Mar. 98'
2 2
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