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I.P.S.
PAGIS MON. FD.
MON. # 2086
180' ARKANSAS POWER & LIGHT (ENTERGY) EASEMENT (500 KV)90
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10' UTILITY EASEMENT
45' R/W DEDICATION
THIS PLAT
35'35' BUILDING SETBACK
180' ARKANSAS POWER & LIGHT (ENTERGY) EASEMENT (500 KV)90
'
90
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S76° 15' 50"E 114.61'
30'
S53° 17' 43"E 43.75'
STORTHZ SAM J II
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100 YR FLOODPLAIN
S36° 23' 59"E 147.44'
HOOS LAND
TRUST LLC
30'
N67° 48' 18"W 275.81'
25' BLDG. SETBACK
10' EASEMENT
25' BLDG. SETBACK
25' BLDG. SETBACK
10' EASEMENT
10' EASEMENT
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N64° 51' 05"E 1717.35'S52° 00' 26"W 1692.39'S76° 15' 33"E 101.77'N36° 54' 40"E 461.36'
FLOODWAY
100 YR FLOODPLAIN
WILDWOOD CREEK
(TRIBUTARY 7 TO
LITTLE MAUMELLE RIVER)
10' DRAINAGE/ UTILITY
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30'
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MINIMUM FLOOR
ELEVATION 366.0'
MINIMUM FINISH FLOOR
ELEVATION 366.0'
MINIMUM FLOOR
ELEVATION 366.0'
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6' WIDE PAVED SHOULDER
CONCRETE APRON
25' DRAINAGE &
ACCESS EASEMENT
25' DRAINAGE &
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S36° 54' 40"W 117.39'
BOX CULVERT BRIDGE
ZONE
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2'S36° 54' 40"W 937.17'S52° 59' 58"E 20.00'
N36° 52' 45"E 42.62'
N36° 55' 22"E 117.18'
S52° 00' 26"W 125.64'
S52° 00' 26"W 449.78'
EXISTING 24" CULVERT
PROPOSED 24" CULVERT
PROPOSED DETENTION POND
TOP OF BANK EL. = 366.0'
TOE OF SLOPE EL. = 363.5'
DISCHARGE INVERT 363.5'
WORKING VOLUME = 0.356 AC-FT
FREEBOARD == 1.0'
Q-25 = 11.03 CFS
Q-100 = 15.55 CFS
Outlet control designed to limit peak
out-flow rates from detention
storage areas to or below peak flow
rates for a twenty-five-year storm
that would have occurred prior to
the proposed development.
Emergency spillway designed to
permit the safe passage of runoff
generated from a one-hundred-year
storm or greater.
4
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16402
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DRAINAGE DITCH
Scale: 1" = 150'
150 0 150 300 450
Harbor
5800 Evergreen Dr.
Little Rock, Arkansas 72205
(501) 663-8800 Office
(501) 588-0123 Fax
www.harborenv.comCERR
G
No. 2171
ENVIRONMENTAL
& SAFETY
SAS
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OETA
FIITCO
AUTF
H
HARBOR
TIERINENOAIZN
Approved by PC 10-14-21