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AARINE PLYWOOD -
'ROJECT TITLE
.ITTLE & ASSOC.
)ESIGN
3ENERAL CONTR
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AORE THAN ONE PRIME
:ONTR.(MAY BE USED t3Y
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LITTLE' &E ASSOCIATES
ARCHITIRCTA PL•ANNK
CHARLOTTlI " ' ' NORTH CACOOL114A
PAINT 'ALL EDGES d, BACKGROL)ND WHITE
PAINT ALL LETTERING & LINES BLACK
PROJECT SIGN
PAINT BL AC K'
PAINT RED
N T • PAINT 'ENTIRE
SIGN WITH TWO COATS
WHITE EXT ENAMEL
LET TERING— BLACK
0 _ �`' j ° . . e i ' SUB -PANELS ARE USED —
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STORM DRAINAGE
CALCULATIONS
INVERT
ELEVATIONS
a
LENGTH OF
PIPE
SLOPE
I.E. IN
I.E. OUT
BASIN
(CFS)
TRENCH
SIZE
FT/FT
FT
FT
a taaaceraacaaaxatesae:::exseamvsaaeaexxc=.-a==o==srsass=eaa=cscea=eaaasa
A
1.54
140
12
0.002
3.88
3.60
H
0.64
60
12
0.002
3.88
3.76
C
1.49
GO
12
0. 002
4.18
' 4. 06
61)
12
0.002
4.18
4.06
20
12
0. 002
4. 18
4.14
D
0.27
15
12
0.002
3.88
3.85
is
12
0. 002
3.813
3.85
E
0.93
90
12
0.002
3.88
3.70
F
0. 72
70
12
Cl. 002
3.88
3. 74
G
1.57
150
12
G. 002
3.88
3.58
H
1.45
60
12
0.002
4.18
4.06
60
12
.0.002
4.18
4.06
20
12
C1.002
4.18
4.14
T
0.65
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12
0.002
3.24
3.00
RDE
0.93
90
b 2
0.002
4.50
4.32
RDW
0.93
90
12
0.002
4.51�
4.32
RDE - ROOF
DRAINS
EAST BUILDING
°
RDW - ROOF
DRAINS
WEST BUILDING
U
1 '�% 5'/. B,177
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=-T" 150/0 1.0
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01-27
103
/EGETAnoN uNE �"
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LA,'\;rnIC OCEAN
ROUNDARY,TOPOGRAPHIC AND VEGETATION UNE COMPILED FROM A 9OUNDARY
SURVEY RY JAN K. DALE N. C. R. L. S. ENTITLED "90UNDARY SURVEY FOR
LADENE BULLINGTON AND DE CAROL WILLIAMSON®OCEAN ISLE REACH" DATED
MARCH 1986.
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zz:- -
AND OBSERVATION DECK 100.02 3 79.
2ID'251*
WOODEN BOARDWALK
STORM DRAINAGE CALCULATIONS 13Y OWNER 101-27
RAT IONA4 METHOD ------ �-3-75'23-34"
C INTENSITY a LENGTH OF PIPE SLOPE 1 103.90
BASIN FACTOR IN/HR ACREAGE (CFS) i TRENCH SIZE FT/FT VEGETATION UNE
_S -700 0'3 '$5f'W 0.6r
A 1 140 12 0.002 C3 -
0.95� 2.8 0.58 1.54 64
-0.24 0.64 60 12 O. 002 5-F. 51 9, qb' 2 61 5( ' ro 4- 1'3' 5 6, s C"q e, 30" w,
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8 0.95 2.8 --d-
C 0.48 2.8. 1. 11 1.49 140 12 0. 002 5 Gl -,++'oc, "w •5; c.9'54-'47" W 573-0+'OZII
D 0 95 2.8 0.1 0.27 30 la 0.002
E 0:95 2.6 0.35 0.93 90 12 0.002
FIR5T ,, UNE OF VEGETA-Tlo
F 0.95 2._8 0.27 0. 72 70 12 0.002 N
a 0.95 2's 0.59 1.37 150 12 0.002
H 0.54 2.8 6. C36 1.45 140 12 0.002
� CAPON
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L- 1250
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PROJECT
20635
DATE
LQ-861y.
DESIGN
1 0.72 2.8 0.32 0.65 120 12 0.002
DAAWN PJM . I
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RUE 0.95, 2.8 0.35 0.93 90 12 cl. 002
T
RDW O. w2.8 0.35 0.93 90 12 0.-.002
%j LA �T I C ___o C EANT
CHECK
RD5 - ROOF DRAINS FAST BUILDING
REVISIONS
RDW - ROOF DRAINS WEST BUILDING
jlSCLAIMER
BOUNDARY.TOPOGRAPHIC AND VEGETATION LINE COMPILED FROM 'A BOUNDARY
C FACTOR FOR PAVEMENT 0.95
SURVEY BY JAN K. DALE N.C.R.L.S. ENTITLED "BOUNDARY SURVEY FOR
C FACTOR FOR NATPRAL AREAS 0.20
LADENE BULLINGTON AND DE CAROL WILL"SON,OCEAm ISLE BEACH-- DATE[)
MARCH 1986.
BASIN-C - 0 41 AC. PAVEMENT, 0.71 AC. NATURAL
BASIN H - 0:44.AC. PAVEMENT, 0.52 AC. NATURAL
BASIN J - 0.22 AC. PAVEMENT* 0.10 AC. NATURAL
DRAINAGE BASINS
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Architects, the reproduction. C"VdV
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or other use of this drawing without
their written consent Is Prohbted and
any Infringement wig ba subject to kWW,.
action.
01988
Little and Associates Architects, kc,
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