SW8960108_APPROVED PLANS_19960715

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

E
I
GROUND LINE
GENERAL NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF 31 IN WIDTH AND SHALL
BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE EN-
GINEER.
3. STEEL POSTS SHALL BE 5 FEET IN HEIGHT AND SHALL BE OF THE
SELF -FASTENER ANGLE STEEL. TYPE.
{� 4. WOOD POSTS SHALL BE A MINIMUM OF 6 FEET IN HEIGHT AND 3
INCHES OR MORE IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOOD POSTS WITH NOT LESS THAN #9 WIRE STAPLES 1-1/2"
LONG.
u
TEMPORARY SILT FENCE AIL
1 /2" = 1'-6'
TOP STRAND
10 GAUGE MIN.
LINE ' IRES
12-1 2 GAUGE MIN.
BOTTOM STRAND
10 GAUGE MIN.
•ff4 LONT.
443 ,RE-
�AR 1 E O.G.
10 CO
I I �,�,,lu•,EPs
4' WW5
B{.Of,K- 4 ,000 F.S.I. CaC
6"X6"X1/Z" 110. 1
5rol WA9v
4"X6' 111 4' 1 {TYn_/
NOTIr MAINTAIN Z" GLI01FIANC9
BETWEEN zGe OF CLONCRETE
ANO KEBAB DOWELS.
11 rh13RIC TURWO OUT
2" X8"X10" T&G
ros Itif';vAri1N - (ai
I' OIA. X 1/Z" H� (2A V WASHER-
COUNT6K BOK1 3 Iq D0. WASHER
iV 00 NUT 6011 W/COAI, TAR EPDXY
g 1- INCH 5TOKM Cd.EJATION 11.3
0
j
IMF IVE
—b"X8'X1�'-0" POST
SECTION "A --A"
TYPICAL BULKHEAD CROSS—SECTION
K T.S.
FLOW SRREADER
N.T.S.
0 0 0 0 0 0 0
0 00 p00 o 00 00Op 0 OpppO
WIRE SCREEN p O OpO0 00 0 00 pp opod 0 0p0
00 000 Oo 00 0 OO c>
DEVvATERING pp cc>0
TEMPORARY
SEDIMENT 0 0 0
0 0a o
0000
Op �cP O" a�0 p
c 0
1' MIN q�0000poC>0,0 r�31 1E" 4(}o O
2' MAX O- 0 �00 0, P 0 M V c> C�
SEDIMENTS',��������\� \��\ Q]o pg0
W/ GRATES O t� v o 0
\�\ 0 0 0
x 10" TREATED
BER NOCHED
7s fl .117 N\ F BANKS
J t - 49 --} 18
15 5 6 ___Q-j
`
-16
17 15
� 19 18 7 4 t-
Ey I' 0 to 9 - 18 ~- ,9-S ` 118 16 t� !�j 1--1r� t
118
9
7 - --
I ff D —
0 1 20 ' •
l�l l
7 9
xV
•�,5' 10 0 O O
' ~3 1a.53 20 19.54 O PROPOSED BUILDING SITE 18 1 - 2
' 19 20 7 9732 SF .IMPERVIOUS '
i as FF = 20.5
19 S4 ' ,9 ze 1 GE AREA1 30 \ O -
f © O 57 S.F. , e! . 4 19 , 5
N\ F OAKS M ITH N / �' ,� 1 4' SIDEWALK '
1
4' SIDEWALK
n' I -VEGETATIVE FILTER DEINALK i'
� Oil MIN MIN 30 f IN LENGTH
40 ' FLOW SPREAOEl 19 i Q
(SpEE DUETTAIL)10
7 ' e PROTEOCTION CCB INV = 14.3 l
II 7 ' F.E.S. 6.0' CA CH 6ASfN 1 (IV
� 20 . 3D 19 W RESE�� 9 0 6 Is. g5 N
f j 19 23 I I 3
BULKHEAD
T.O.S. - ELEV. 20'
if
ff ��NNC� gp�LLyy,
OV�OW EL�'NA9'�
III 35
PROPOSED PARKING
14.070 SF IMPERVIOUS
19-53
1 5" R.C.P.
' UMPSTER 00
PAD
19.90 i
[� 9 �1
�PPUFPI'E
PELEV=14.8CH BASINIOD 8 0 16.8IMENT \
I �
- j 1
20. q7
RIP RAP Q PROPOSED BUILDING SITE
REGRADE EXISTING
t9
DITCH 5675 SOFT IMPERVIOUS
FF = 20.5ca
I
CID
17- VEGETATIVE SHELFis
` D '
�AIN 110
19.73
11 10 O ,9 9
a
20
~17 2
CD
I I Fn 1
9 9 4 1
�85'59 23' W ,a • 7 _—
, 13
GUARDIAN CARE
TRACT 3
SITE PLAN
SCALE 1" = 20'
GENERAL NOTES:
1. ALL AREAS DISTURBED SHALL BE SEEDED.
2. ALL ROOF DRAINS MUST TIE INTO THE
STORMWATER SYSTEM, OR BE DIRECTED
INTO THE PARKING LOT.
3. SURFACE AREA ® ELEVATION 16' = 2860 S.F.
SEDIMENT STORAGE AREA
I'p
�G�-
G�
01101m
II
I
.
�
00 0 o 0 o 0 0 o p 0
o0 pp0 000 000 0 p00 0
TYPICAL CROSS—SECTION �� �c> p� `� a�� �p 0 g �0
J 0 0 00 o 00 000 0 00000 000 0
NO SCALE o 0 0 0 0 0 o O o 0 0 p
0 0,
0 00 00 00 00 o0 00 00c> 000
0-
PLAN
1/2"=1'-0"
BLOCK & GRAVEL INLET PROTECTION
VARIES
VEGETATIVE FILTER
"C—C
?ROB.
26
RATE
TYPICAL CATCH BASIN DETAIL
N.T.S.
TOP OF
BULKHEAD
20.0'
-.,— TO VEGETATIVE FILTER_
18" BCCMP_
SLOPE 1
W
F- SITE
H �
SYMI CIRCLE + i
N}
v
GUaRDIaN �{VE z
z
4 BRIDGES ST
us 70
VICINITY MAP
LEGEND
PROPERTY LINE
RIGHT OF WAY LINE
UTILITY LINE
EXISTING CONTOURS — —19 — —
PROPOSED CONTOURS 16
CENTERLINE
DITCH LINE
NOTES
TOTAL AREA 1.48 ACRES (64669 SQFT)
ZONED RMF
FLOOD ZONE C
TOPO REFERENCE
IS FROM A SITEPLAN ENTITLED "PROPOSED APARTMENT
SITE PLAN FOR BENJAMIN E. THOMSON,ETC."
DATED 11/17/95 AND PREPARED BY JAMES I
PHILLIPS & ASSOCIATES
I
(SEE DETAIL)
TRASH HOOD OR RACK
ANTI VORTEXING BAFFLE
— — — — — — — ----- ----- RETENTION
EL L. = 17.5
ELEV — —1— — — — — ` — _ PERMANENT
ELEVPOOL16.0
45 Dl4 SCHEDULE 40 PVC 1/4"
DRAIN DOWN PIPE WITH WIRE
_ SCREEN TRASH RACK
3
24" BCCMP —�1 BOTTOM
RISER OF POND
ELEV. = 12.0
• 9 �
o
b .
SECTION " E' —" B"
N.T.S.
00o
A o ��00�8� oo A
PLAN
O C 0 � 0 Oo �v0 Op0
O O 0�8 DOg0000C,
0 00 0 O
00
Op0 0 0 0 0 O H O 00
NOTE*
00 0 0 0 00 0o a a p o
0 o a o 0 0 0 0 0Ooo
1. La IS THE LENGTH OF THE RIPRAP APRON.
2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT
00 0 OE 00c o00 0 0 �
8
NOT LESS THAN 6"
0 0 0 0 v o 0
0000
J. IN A WELL-DEFINED CHANNEL EXTEND THE APRON
opo�a
AB VE THEOR 70 THE
B MWTAILWATER
o>00o
0 00
N HC EVERNIDEPTH
4A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOU
DATION.
La
-
0 0 0 0 0 0 0 0 0 0
0 0 00 00 0
o `moo _> 00000000 =\\�
\\/\\ E C E I V E
,/ /// /
o 0 �0 0 as
(�
JUN 191996
tit 1O N A —A FILTER BLANKET D F M
PROJ #fiQE;L012F
.PIS QUTLET- PROTECTION
SEAL
S7_0`A 17/ T WAT_MX� PLAN—
PP0Fjff5510Ntt_ PI K APAP MfW5
7 LOT 2
----- --�-- T0WN_'Nr # X C#7rMC0UNTY NOR77fCCOIJNA
Thomas Engineering Consultants, P.A.
- 203 GLENBURNIE DRIVE
-�� - - PO Box 1309
New Bern, North Carolina 28560
2 5/24/?6 _ GRADE MODIFICATIONS JGT Tel. [phone]
1 4/.301?6 —_GENERAL REVISIONS JGT SCALE : 1=20 PROJECT f:95046 DATE : 12/19/95
N0. DA TF DESCRIPTION BY, PLOT FACTOR : 1=20 IPLOT NAMF• RITFPI AN kwrm 1 nc ,