SW8060847_Approved Plans_20061016 (2)

INDEX
1
COVER SHEET, SEDIMENT & EROSION CONTROL, AND STORMWATER PLAN,
2
IPLAN PROFILE SHEET
3
SANITARY SEWER <DETAIL SHEET
4
SANITARY SEWER DE TAIL SHEET
5
WATER DETAIL -SHEET
6
THE E O E R M VAL PROTECTION PLAN
TIDELANDS
ON THE RIVER
20'x40'
BORE PIT
INV=7.20_\ R30'
MWeV
�,._
1
I
/ 1
1
00
30
APPROX. LOCATION OF
EXISTING 6" WATER MAIN;
CONTRACTOR TO VERIFY
EXACT SIZE & LOCATION
-BORE & JACK
36 LF OF 12"
STEEL CASING PIPE
(SEE DETAIL)
--- 6"x6" TAPPING
SLEEVE & VALVE
NATHAN 5ANDER5
DEED BOOK 1353, PAGE I G09
APO
Q
SITE N
� O d-
U 0
N
W E
S
RIVER ROgp
LOCATION MAP
NOT To scnLE
PROPOSED ACCESS
EASEMENT
�UMITS of oisruRenNCE LEGEND
20�x15' _ 0=IRON PIPE
3' MIN.
»d
DWI
3~ 1.5' MIN. SURVEY Rlf�?Rf NCECOIR MESH EIR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE MAP BOOK 3 PAGE 65
DEED BOOK 1263 PAGE 102 / l /
NOTES 700 G/M 2 COIR EROSION $ ANKET, COIR MESH, �,
BERM DETAIL TREE PROTECTION FENCE FOLDED OVER TO REDUCE PORE MAP BOOK 33 PAGE 305
NET. SIZE, DR OTHER SIMILAR MATERIAL. TO BE USED AS BAFFLE. � SURVEYING,
� � P.C.
NOTE: TH15 LOT 15 LOCATED
v-10yr=im fps V-10yr=126 fps POROUS BAFFLE C R0S:� SECTION DETAIL IN ZONE A7 (ELEv l o)
Q-IOyr=3.91 cf5 Gt-1Qyr=0.92 cfs FIRM COMMUNITY PANEL 21 1 N. FIFTH AVENUE WILMINGTON, NC 28401
NOT T❑ SCALE # 3701 68 0105 D
phone: (910) 7G3-8124
S=A0.5 fttift S=.1>05 ft\fi
DATED APRIL 15, 1986 fax: (9 I O) 7G2-5772
1. SEWER GUARDS REQUIRED AT ALL MANHOLES.
- email : [e-mail]
STAINLESS" STEEL SEINER GUARDS REQUIRED AT 3 MIN.
1.34 1.34
MANHOLES LOCATED IN TRAFFIC AREAS.
-�
1.
9
STEELOR Wt?OD POST
TY' EASEMENT PROVIDED ALONG THE
ff621-06)
2. 10 UTIu EA EM : tMENT dt EROSION CONTRO AND STORMWATER PLAN,.COWER SHEET, SED LyTA OF A LOTS. �, v.. >
FRONTAGE ALL c G RAP C S
,, HI AL,E
1,5 > MIN.'
!
_' fin_
FILTER FABRIC S A A SWALE B
3. SERVICES SHALL BE PERPENDICULAR TO MAIN � W LE SCALE.
J
T RIGHT OF WAY NE IN CENTER Q �e
AND TERMINATE A 1G ,0 0 20 40 IDELANDS N THE RIVER
N.. .� . � 1 = 40
LOT THAT ISs
OF ROAD FRONTAGE FOR EACH A g Q o
��e,
SERVED. SERVICES IN CUL-DE-SAC ARE REQUIRED _I
• AL POINT TOWNSHIP NEW HANOVER COUNTY NORTH CAROUNA DRAWN.
NOTES. p, : FILL SLR
TO PERPENDICULAR OR MUST `ORIGINATE IN .� 4 :.
GROUND UNE OUTLET PIPE
, JCB
N TERMINATE T' RIGHT OF WAY `LINE IN
I
MANHOLE AND TERM N .TEA 1. FILTER FABRIC SHALL BE A MINIMUM OF
FlLTER FABRIC
BERM DETAIL �,
LOT THAT 1S 6 � �. � �: � �� � �,� r;
(NITER OF ROAD FRONTAGE FOR EACH l 36 IN WIDTH AND SHALL BE FASTENED
IIet FEET' �� 4� .. �,v ;
{P 1j � �- AF CHECKED:
o ADEQUATELY TO THE WIRE AS DIRECTED ,..[�LPASS ENGI]�TEER►ING P.C.
SERVED. T, r� �. ,,
I • RAP �.. ,,., ..
BY THE ENGINEER - a r �, ,. JBM
4. ALL SERVICES TYING INTO DUCTILE IRON MAINS
Ni S „
1 inch 40 ft. � .. � .� � . .: � , � . 1134 SHIPYARD BOULEVARD
1- PLACE [ LAYER �' FILTER �_ y.�.,�, �t,� �> �:. °r..
v,
2 STEEL POST.. SHALL BE 5 0 IN HEIGHT to
SHALL 8E CONST
RUCTED OF CLASS 5U D.I.P. 401, .. , WIIMiNGTON, NORTH CAROLINA 28412 PROJECT NO:
FABRIC _
� IC l�II�R RIP RAP.
b MIN. AND BE OF SELF FASTENER ANGLE
o; 1 REVISED To ADD SEDIt�t1' TRAPS a� DETAILS, EtAFFI.!` DETAM.. AND BERM OETIUL. � �
PROTECTO CERAMIC LINED. � cn o_ Ph 910-382 5243
�- STEEL TYPE o•
i
a
3. WOOD POSTS SHALL BE A MINIMUM OF g I
IN HEIGHT AND 3 OR MORE IN DIAMETER e
F T WOODEN
V)
FABRIC SHALL BE AS ED 0 WIRE AB TEN
L
THAN WIRE STAPLES
t'
W%
POST WITH NOT LESS LE
ti
2- 3 1 1 /2 LONG
s _
1
COARSE AGGREGATE WCHOR FILTER FABRIC SKIRT
AS DIRECTED BY THE ENGINEER p 2
2
REVISED To RAISE PROPS DRY SEINER MAIN.
a--e-m
3
REVISED TO ADO VEGETAYM MffM ADD NOTE 13, do AUIST LOCATM OF SSM N-1.
8-23-06
4
REVISED TO ADD SM DETAIL AND ELEVATIONS do AREAS OF SEDIMENT TRAPS.
9-11-06
SMD
CKWOE SIDE SLOPE ON"IMEIA" OWE CROSS
MISED TO 3:1.- TOPON t4 3 dt 4.
9-20•-06
Iry tla.
o
DOE
TEMPORARY GRAVEL CLSIR7ION_FNlRANCE/EXIT
m N
GUIDELINES FOR TEMPORARY SILT FENCE DEREVISITAIL H - - I J
y ` Fax [phone]
..;. r LL
t O�rnas: MRS'PROPERTIES.
SHEET No:
P.O. BOX 15730
W INGTON NC 28408
PH 910-4W-9445
OF:
6