SW7960108_APPROVED PLANS_20060620

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Z�lf�LO�
DOC TYPE
❑ CURRENT PERMIT
�DAPPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

PE DOWN CURB
:ROSS
k
00
w
h
PROPOSED DITCH ��,• ��-��„
INVERT = 7.75
UNDERCUT AREA AND BACKFILL
WITH SELECT SAND CLAY MATERIAL
TO ACHIEVE 95% COMPACTION
FINAL COVER FOR AREA SHALL
BE GRASS
� 9 '16'0" E
N/F
PHYLLIS H. SAWYER
ZONED RESIDENTIAL
107. 71'
10.00
PLAIV 7ER gtiFF.ER
Q.4'
10.60
10.50
10.45
Q
1.9,45 .
10.00' .
rn
:i
M
10.95 .. . _ .. ._
00
11.20
10.95. .'.
i.
1060
...
10.85
h
-'.
"
--
... 10.25..
4' BEND ..
8 5... .... ... ... .....
.
BISHOP-CLARK PROPERTIES
GOLDEN CORRAL RESTAURANT
�', , :'. :.... :........ ZONED C--3
LEGEND
©
FROPOSE? CURB INLET
Q
PR( PG`,FP DPOF iN._FT
rr:oro�cn YAPP PPAW
rs
CPP DIAMETER
1075
PROPOSED GRADE
EXISTING GRADE
T
0
EXISTING DROP INLET
SEWER FLOW DIRECTION
DRAINAGE FLOW DIRECTION
- - -EXISTING DITCH/SWALE
■ -PROPOSED DITCH/SWALE
0CD
CONDENSATE DRAIN LOCATION
PROPOSED PAVEMENT
CONCRETE SIDEWALK
BENCH MARK
DRAINAGE STRUCTURE SUMMARY
#
STRUCTURE TYPE
RIM
INV
Q
CURB INLET
9.30
7.50
Q
CURB INLET
9.15
7-25
CURB INLET
9.50
7.05
a4
24" DROP INLET
10.00
7,50
0
18" YARD DRAIN
9.50
7.70
®
18" YARD DRAIN
9.50
8.10
24" DftOP INLET
1000
8.20
®
CURB INLET
9,50
7.70
CURB INLET
9.50
7.50
�0
10" YARD DRAIN
10,50
�1
10" YARD DRAIN
10.50
10" YARD DRAIN
10.50
10" YARD DRAIN
10.40
CURB INLET
9.50
684
5
CURB INLET
9.75
662
©
CURB INLET
9.60
6.40
+�
CURB INLET
9.75
7.10
CURB INLET
9.75
7.30
®
10" YARD DRAIN
10.80
®
10" YARD DRAIN
10.80
10" YARD DRAIN
10.80
CURB INLET
9-60
7.70
i% UCIU IYWd AMP
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SHEET
GRAPHIC SCALE
:0 0 St. 20 40 so
( IN irEEc) ,
] inch 20 it.

BOUNDARY INFORMATION WAS TAKEN FROM A MAP
PREPARED BY HENRY CUNINGH.AM FOR FIRST
INVESTMENT ASSOCIATES OF ELIZABETH CITY. !_LC
DATED JUNE 6, 1995.
N %F
PATSY H. CARTWRIGHT
ZONED RESIDENTIAL
N /F
MATT WOOD
ASTRO MART
ZONED C-3
.ir I
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rn
Lo
m
u c
ru
r--.
u
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ca
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N
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C7
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PROPOSED DITCH
INVERT - 7 40
f
40 Lf 12" CMP
pA'OP INVERT IN - 7 75
OSEO DltCy -r,^, 221.77' INVERT OUT - 7.fi$"U'
S D
REAR SE78ACk O
� ` D
DUMPSTER �~WIPE DOWNCURB
9.Aa ENCLOSURE ACROSS RE LANE
10.20
10- 20 10, 60 18..3Q ..
STORAGE
i 0.00 FFE=10.50 PRE OSED DITCH
9.50- 10.20 UNDERCUT AREA AND BACKFILL
1 I WITH SELECT SAND CLAY MATERIAL
i .. TO ACHIEVE .,�
J
FINAL COVER FOR AREA SHALL10.14 10.10 n ! o BE GRASS A
HALSTEAD �3L�VD. ©�G 1 �I 5� o �l 5fl° G�
0.60
f _
N/F
IISHOP-CLARK PROPERTIES ,;-
?LDEN CORRAL RESTAURAN _ _,1..>
ZONED C-3

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�iiALSTEA® BOULEVARD AR® �~
ELIZABETH CIS
NORT CAR ET
1
DATE
12-47•-1995
DRAWN
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CIVIL — SANIT�4RY
P. O. BOX 2705
ELIZABETH CITY, NORTH CAROLIM4 27906-,2705
(919) 335->888
CHECKED
SCR
APPROVED
SCR
SCALE
NOT TO SCALE
DWG#
4130E
PROJECT NO.
412
SHEET
5 OF 6
NO.
DATE
DESCRIPTION
B Y
-1 -- Z
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06
1 ROW - 8 HOLES PER ROW
EQUALLY SPACED AROUND
";Z725YR�
Q 10 YR
_Q 1 STG
6" SCH 80 P
THREADED PLUG
THREADED PLUG
1-3/4" DIA. HOL
DRILLED THROUGI
EQBW-Y-
N TS
�saa LVse V I a6IV I WAG
NT5
"'T' VORTEX PLATES
STEEL BARS (TYP.)
36" CMP RISER
(P. SPACING BETWEEN
ARS AND PLATES
1/4" STEEL PLATES -
ATTACH TO RISER USING
2"X2"X1 /4" ANGLE IRON
/4" STEEL BARS (TYP.)
D' CMP RISER
TRASH RACK
N TS
Fr..
F
t.]