SW8050608_Approved Plans_20050615

ire
60' RIGHT OF WAY EASEMENT
9' PAVEMENT 9' PAVEMENT
1,,A"/FT
'/4"'/FT
� Nxx
V\1
1'-2" BITUMINOUS
CONCRETE SURFACE
COURSE, TYPE 1-2
—iS"CABC
6' SHOULDER VARIES
CENTERLINE NE OF DITCH
"IFT
Si —opE VARIES
4AAl
SECTION
Ax \X

-,-------------, - ---------------------- - - I ____ _____ ___ - __ - I __ - --L-----
k
11 NTH�i r.
E. , �� i
I — i
� -
1 . ALL EROSION AND SED IMENT IC-ONN ;,ROL km,E,_�,,-, ;:�- � _-.- - , �- - , �_
-",! �!_ Z� ,�'_ , - E
- Z�" _
FOR STABILITY AND EFFECTIVE YP PA
--f-_-,?$ _N, _- 1�-
_ � _II k
" '"y p
LIN
c FF
PRODUCING RAINFALL EVENT OR A7E I � E_-PAIRS
REQUIRED SHALL BE COMPLE I I L-- - -- ­ - NS i _,N ND
FUNCTIONS
INDICATED ON THE PiLAN.
2. SEDIMENT SHALL BE REMOVED -1 BEH ' NC � --,_-
`__ ­-_ -- 1AEN
=_
__-_ I "N�r
WHEN iT BECOMES 0,5
� r- T EEP ;.c I- --- I - ,- s_c-
� I �
REPLACED OR REPAIRED A5 NE E I 7C ,0 41 - %� ­7 , ,' tt
i
AREAS3. ALL SEEDED SHALL BE -ERTT- �j ,,I-, --,��-----C4%� Mi-nL- p L,
AS NECESSARY ; � I '_1 ,
A-` 7--`,__�_'t�oE N 7 !�� T',-,
� - 11..�
! I
I MAINTAIN A DENSE VE�3FT,41;,,-�'-c - "j, Z' --
L� _ � ,*, ; *_� .
� . t. �- ­ �_
�
�
FILTER FABRIC
-
;
i; 11i ;:
III �ia �li i
K�_ I li'll'i
I a a -17
Do 1
­4
r
I-
(D
0') I
I
"Zzr
� O-)
n
is
"
I
co
]:E
I - , _ELEVATION OF 1,2 HEIGHT OF SEDIMENT STORAGE ZONE. -_ - -_ - .
I ,- - -_
®
WITHIN-,", -
I
)(-.1
_t_
_
` - - - c- -- --
TYPE 3, CLASS B- - -
; -_
\
_
-
COMPACTED FILL-
11 I, I
I
\ - )(.4op ,\ -__
plpn-
I
TOP OF SCALE
- CONTINLdE RIP RAP
GRAVEL
UP SIDES OF SPILLWAY
FACE \ /
. I
TOP ELEVATION OF STORMWATERA
CLASS B RIP RAP
' i '
,'_ SEQ I ktENT STORAGE
NA
M4 Qp
ul / 3' �* 4 1
­ .1 -TRAP LENGTH
(LENGTH AND CIDTH DI�AENSiONS GIVEN ON PLAN VIEW)
TEP�RARY SEDIMENT TRAP �ETAIE
INAt-S UPON STABILIZATION
�
10' MAXI *1- *� a -.
�
I
i
4
�
� i
—1 c
f l I, M�-
, I
��, ,__�Ep
; ; , -
�,�j , "
/ -
I �11
I "
�. c,i_t�K ANu GKUk3 AREA WITHIN LAND DISTURBANCE LIMITS AS SHOWN.
2, INSTALL STONE CONSTRUCTION ENTRANCE.
3. INSTALL SILT FENCING AS SHOWN ON PLANS»
4. INSTALL SEDIMENT TRAPS, RIPRAP OUTLET PROTECTION AND STONE
CHECK DAMS AS SPECIFIED ON PLANS.
5. REGRADE EX, DITCHES AS SHOWN, ENSURING THAT SEDIMENT STORAGE
FEATURES ARE CONSTRUCTED, CONSTRUCT ROADSIDE DITCHES AND
SEEDALL SECTIONS WITHIN 14 DAYS FOLLOWING LAND DISTURBANCE.
-
6. GRADE STREEW' AREA, PLACE STONE BASE COURSE AND SEED AREA
TO REMAIN O�lTSIDE OF PAVED AREA.
7. PAVE STREET.
8, PERFORM FINAL SEEDING AND MULCHING AND FILL SEDIMENT
NOTES:
I
I
I
N -
1. CONSTRUCT TRAPSI
, , - , -_ LEANED WHEN '.,2 SEDIMENT STORAGE ZONER
, � !__ : L_
i !v! ;! 11 . I
; I I I I i 4--
, ,1P - I / � - -_
_�C' - .� � .1 - _\
-
RECEIVING STREAM
=NORTH RIVER CLASS SA)®
DRAINAGE AREA
= 988.441.69 SF
_
PROPOSED IMPERVIOUS
F Tlc�
STRE 1,
-
= 36,000 SF
-_
—
(1-9 @ 18,
—
TOTAL IMPERVIOUS
-
= 198.000 SF
IMPERVIOUSACTUAL % — I
- 20.03% 1 1
I 1 " , - ; ­­ -_ L -
, N
. - 11 I I
- ,K
I '"
,\
7
111(
- 1&
_I
L7
l\1\ \ ,
-Iz-I 1LLII
,
,-
_ -_� _I
7­
--, I
/
-
-
- -
I _1 � � -- --- , _"I .
I +, _-
,
a
_
-
-I�
,
I
I
_
_- __
'
of`I­,
-
I-
---1-
I 1 I -
, 4_
-I
,
­,
I-
. ,
-
X,� d�I�
CLASS
LASST
1I A
_."
-"- -_-_-R-_J
1_i\-'_-
I_I­
: P
I'
, '0"--A,
--,P"�
__- 1-vi­-
- L i5­
---E
I1.
I
VERT
-_
_�_Vi,7 �- - H 1',
_
18 RCP
_._s_I >.
-
1-iI
,1-
Z
-,
,
o"
"
i I
0
I,*
0
II
,`1a
-1
_
I-
-
6-
68L
SILT FENCE
- I, -,- !1I
ETA
_ I __--_,"L-L!-4_ a -_,U, I , —,, I_�,
__21
__- _ ___- -
D TO SCALE
_ i L� "-1l7xt7_- _- t _ - ­
_ -­_ Ii�II 1',sTRUCTION
NOTES: ".., ,� -L�-__V DISU- ,!__ -- -VTL� �, .0BANCTOTAM,ZLAND T--N RANCEON
UM OF 32IN IDTH, AND A iNOL- _: - _L --.__� ._L ,­
f
-�
-- 6 LINE WIRES WITH
"
__2STAY SPA( ", � -___ _ A* _IG. . -II , , �II - 1
----I-_I��_I_ _1 __J�"1z� ADEQUATELY TO THE WIRES., _-�_ - ­ L--- -- -j- ,�L,.----�' ,�I I � � _�_
P1-
-
@E­,
I
-­
- -- _
A
t14'-W
,
-
--- _­
<,.
-. o-
A-_�-
OT DITCH
;-
LW_-,
EZ
,-p I _ I
:I_I
,-
,I
I-
N,
­
I
,
-"
T
­ �. ­_,
S7 Gi _1- �-­�,.._�® -_- ! , UAL 15"RCP �--
JCD
ST-
FENEP- TEE_!L!; _;�o�- JNV2.35
---�4
< i ��1; -%- -
- - - 1
,,1I
",-
Y.,O
-1
.
-
_,-i
; -0 1 E
_1�L �!CHECK DAM � ,�_p I C +E�LlC,D
' �_45 FT/S P-
-,I V _ SILT ®®
"- _��- _FECE, TYP __ Z.
____L\
� //- - I1 �
_ 0
� \
�_ `ZZ,
- - ®� -z
I _1. A _ L '-L /, �,, - L.I ____ -- / IC
ENT TRAP 41-,4-
__k ®b LGTH 1- . SEb IMENT TRAP t2.i-SEDIM
�"
- ,_
, 0/
. - , _w
�EN
Y , "\ I li �� / - � 0 W/IDTHH= 15/ ,-
. - -­- _,,�� %%
PTH =
PTH = -I- - 12 _ l � .� 0 k & 1_:"4 ETLANDS DE
I - /"w 4®5 "
\ "_' � sl k \ / I # %_ , '>,�� �I 1I
I - E/ ® ,
i I I * - , /I -II , -I
r-
� I A5\ k 1- LENGTH /- I
I
I
..I I I
. -
- I ►II I 05
­ '1mXI � ' X / ;5-
. - x =
1_�, DEPTH, 3o
\ L I ®z / - -At-
�_ �1-TE A
APPROXIMAI a --- CLASS P
1, A
- ­_ 1\ 111, LENGTH=5'
-" -1 _REMOVEEX I N-�#,e --,
i
8/ A REG,, 1 I/
WIDTH -
v E. T IG/
-kII I 11 x � -- 1ep AD641 1
-. . � ,I 0 ju * DITCH 0 1351,TO SECT11�0N C-C �® I,90 "RCP
\\1- - �, 1 3%I \ 0= 12-32 FS ®' ,�
\\ -- I V= 13T/S
\ A,v it 48 LF ,5Cp \ \\
._'�'., -\ 0 Y= 1-63T �-
I INV E Oi4 ,\\ A & % EX. 18"CMP s I it .20 \ �,I1• 0I I 10 -'�,0
\; % - L INV S 0.10 k,I Q- 2.13 OFS ♦x -
I
6 . 1
\1- \cLAss V-�.AFT/S \ _ ,, 1 ;
PRAP(x FE3I - o1
N - I,
% 40TI NZ ♦I O®s0
- I v I SELF IMEN RAP .0-
- �= . 7'- ,-,%�'�' � LENGT,��,��% . H 8,'_­_:- 1I I-
\ 1 --\ ' A \ WIDTH = 1.0 \ x \
a UEH 11H - - % cxI SEDIMET T R 07 \\ \ �_,,;�_
� /1 fj
ra LENGTH,-- �5 / - O0,e
I I \ ♦
�,0*� WrDTH_ = 15 \ \\%1 !, .
_,I - - ODEPTH 3' X. - \ \0 1. * , -­ - ®
__1, 4 7, \ \ * ®� LEGENLINE ®® I--,
I x _
EI . ♦- \\ �\ " E "I 041AC ACRES
cop . \ - �;I .41 CPPAND GRADE �.1 CH CHORD��4\%\ % � \ \ D I TCH@ 0.135TO SECION C-C �1°,® dB
I L
.I
I
11
I
;II!ILL
DEED BOIIK
,
I
- - -- -­-Q= 1-3.3 C-FS-1
,
\ \0
_I1
I I \11 \ I ' \�\.
�
4
0I*II I
11�
1'
1
O
,
:1A
.,
,
­
.11 I
EOP EXISTING EDGE E OF
PAVEI MENT
\ I > " EX 1) I1�1 1% -A o \\ 0 e\ 4- FE
IIV?- = 1 .�Y00 FT \ kA-0e1 INV INVERT
\'
_, -,.o�,\ x \-\\ % \ 4--LF I
I" . \ �- \ \ \% * 00., 10 .0 MBL MINIMUM BUILDING LINEI
,�_k 0,e N/F NOW OR FORMRLY
'1IIIll
'.I
-:
. I1
1"1 I I .1
I-!1I:
., r - p \% \,�I1� p�r\\ \\ \ ;01�-fE5. PS PAGE\% N R RADIUS
® -
f ® \ CHECK D.-- -1:R/W RIGHT OF WAY
' I - _r AM \ ®1 RCP REINFORCED CONCRETE PIPE
%�/r % THIS SHEETl - %\ ;, -
.I
LI.II
L
\ \
L
, I
1 I
I `,I
-
�
I -I
"0.3
_v
I
L
L
-
I
I I
.
SF
SQU.
AREFOOT
/\ \% , �\I\ \ ,P 4*;1.0k Typ
__P \ \% E= 5�, 1 0,k LNGT,H-20 \;- � " - —
X— SILT FENCE
WI=x \
__ \ ;WTI� 1XI�1
% -
­%\ WA \ \\ = t v
COASTAL WETLAIfQ
_
0
I, %CLASP 404 WETLAND
_ _--S�,ARIRAP e0 �\ \ I \ 11
J:�\ _0 =
� - LE G-
s % DH 0',
�- _'_V - _.THICKNESS, = iIL0,
- ­ 0 N %
4 i
t - -_. 0 I, N. "
11�
0ETLNIS_ -,I 1- LIMITS 1 - ® DUAL 48 LF 15RCP I
4II -
-I
III I I I . %\ ' - . I - -
',� %
\4 o I
I,
-0k 1(p --� - 19 ,
\- I �.'p_;,
. "V
\.
,
1I1
1
"
I ,
I11
-
I_v
N _IN o1 I0V II N
.
L I11 L% I,
,\ I
I.
-I .II LI I - - I-
­
- -
-
,-"& teI-,­ - _
"
"I , I -/
1
'1"1 -,1,
'
-I
,
I "
'
-
,1
1
iI1u
I
,f j-
I/
L
U" ,
I\U
r
SCALE: NOT TO SCALE I __ ­ \�'1 � �,,�. �% VK \
% I -_G%XF I � SHEET�% I I -/,,'.V= 2.26 FT/S EX SPO,IL
is % 6c'� \ V01LE' FL01 TO THE REAR OF THE PROPERTY.
IL 1- .\ ,. 1 "� ♦x % .$ -,� 0_0 NO PORTION OF THE SPOIL PILE SHALL I / 004__
_- __ __ - ---­-77—=%,�
'f
!11,1
. '\11 I .,,
'"I N.4
% I , ♦%__A�oC lMj_TS___r �\e XFE2®4 s
.
VARIES $ _"2vAPPROX. 4; GTAL .-o0,sue' �v,,, RL /,
.
k -
�,", % )I t 0a.,__0 �0os�\\ ;�'-fif �
TIE INTOEXCELSIOR EROSION - - x �,® _ / \ �4GRAVEL �H00
f ® % \ /
-L i ARSH x \ %
EXISITNG 11r 0 04 --o40._4 Io
I ­%�i . - I � % _vAvoo _0_ 0900o. 00 00 \z­ "?, ,Z-, I
BI
tYKJI:U
!�NUI1
V00
;=� / IC M�I I j 0 . INV .7-
i 1_
\ /*
% 276
i,
`\-.IVI
TO B
" \ I 1I % 0 o 0 \ 45 -Z k UC
%- - -dp
-100, v 00 t5
♦ I
I L
II ,LI
IL
-
. I � - __
\ 1, - � I N ­ -11 oc 11 0 \ " ",%\" - - 000 I �L , "3. � 11 I LL 0
. , �
% % , " "I Is <� 0- " �,%, � I
- I , �19 000 � 1
- - \ \ , � _��, a I , , .
-_ 11 , _. �,
I \1 \* % , 0 @"/) ,V1� 11 I'll
- ; I . I \ I � 11 .
10 1�'. r %"-' jw I L �, I I
SCALE. NOT TO SCALE, � _v --- 1, ., � I \ .-, 'is -- U) V\ . I I \ I
� \' 1, I , - N1, ,-., I " , I I , v X, - - , \L" I .
% I - . I . % - I I _ 0 � ,�� \ I I I . ,
, \ ! % -- "� 11� , \1 I ONS:
It \ I X , I I
i - r I 'rx fq ,\ �, , , 1, , -
\ I , , r'j�, - I I
- \. I 0 1 1%, �1" - I
I % ,_ I . k
I I % `Lid I . . - , , \ I � ,� . �il- -
­ ,� � �' � � 1, 1
",I♦ I 1;k,xvN-
\, , % - 0 % I I _____ L"� � 11 , I No. BY DATE DESCRIPTION I
, I __ - - I 1, n \ I �i 0 <1 I , I mmvm"11111111111111 MMOMMMEEMM__ __ I
_ I 11
�, 1\ t - \_ I
- � -,
\ + % ____­ � . ­ I , COMMENTS
% � /,/,� � I 0 \�11 , % _�Vln \ � _,_1 ( ) I - GYT 611105 Sal
\ // I I N-._I�k , � 1011 ,♦ 0 �cl \,, "I,\ �-,' I
1* I�N I" I. 1 2 GYT 6110101 SW COMME0-S
, I I ­ I
�, __ I I
LLJ % /'11 ­ - I IN x \1 *♦ --: - op
z \--/ ; I I I % 3. kI 1,
. I '10. N., % 0 \1 � % �, \,,'
1. 0 I'll, — I
I I
, <<�' - - N, --A ,
EXCELSIOR NI `­ x
% 0 \ I 111% I I
>_ 11
I I
CONTROL BLANKET y I- _\ \ - 3. ?,o,
- AR I E,"*- %
I )X x /'r,
,L/, " -u
1%\ .11,11,11%,
,
.
0 \\\ L ,
\.
I x 0 %\ \�o0*0
k
, ,
-I I
.I:
I
EROSINEL O-
11
It%40�0-OjMNN
NrI
II9I 11MM—AImI
IVP111.1-L-_
EAN_ --rIrGRADING
0 0� ;,.1%() PLAN 14foa3. : �1_\%�_ � jL -
/ , ' L SEED BED PREPARATION �. VlA , �
�
10-10-20 ------- % �/ \,/­�,1­ '
T_E_
S'IL I
I
,
,
I , . , I
- -_ I � I , � \ , , I \ I 11 I..,
SEEDING MIXTURE I r.
I .
COUNTY
1 % 1. \\ I\ 1, \ , 1k, COMMUNITY, . .
" , '" I , I ,.�. 1, 9
I", \ � -, \ � , , , " , \ — - -_ - —_
I 11 I \\ "
I
DESIGNED:
.PENSACOLAI , I "%,Ll , i ,,, r.
� � ,
(MAY 1 -AUGUST '311) � 1, ,�1111 ; r , RDC
I "
I
%, '.oq4�,
11 "\\, 1, vp PO BOX 3�4'2
,,Qlm,� Q A ®
"
\ ,\, , A '
I , , "" GYT
( % , _�.\ . -
000000 05
I , e I
/Ac\�, 60 30 0 60 120 1� \ , % 1z, 8 CHECKED ED:
,
-
I I I I & I
I 11�1 11 PHONE: [phone], a, I? 0 0
/AC'1\ ,-0. ,I',-
. ,0�m I I I I I _w1ammum I .... I --- I t-IT-] I % I 111 \ ,�', 1)1-1 -- $ 9 a — -_ RDC
\ 4; 0 1
, " --
-1, * ,.� SEAL I *'m I
I - ,\,�111' 0 a* STD ENGINEERING, P.A. I
�� 4 w
. ft I
LANDSCAPING MIXTURE \ SCALE: 1 "= 60' 13W a wo
SHEET #2 OF 2 - I : -
� " — -
1) \1 -1 � ,,�t, Z0 151A HIGHWAY
, , - -, a 4t z 24 RDC .
I I ,�, P. , 0�, I 'k , :q,.vo ! p
,�� 0 -. -Al . .
. I
I * $ .
( APR IL 1 - JULY 31) -4 I lto QINS,�-- -� MOREHEAD CITY, N.C. 28557 DATE -
�00 , e-) f Iq . 14. 1 -7479 f 4/15/05
\ 1. (2 5_2�-� 7
1 c , '. V
_ , 15�1 � ,
�,
1-10.1 01._ , 14 1
1--r-
I
DESIGN FILE #� G/pm� �J C • dgil HYBRID BERMUDAGRASS SPRIGS MAY BE
-
I %% I I
I
I�tll,'1% �k I I
1111111 Ili ''I - . I 4- ,�� — vrN a-!;76� " �_ � /, (.�, ) o os, SCALE: - __ __ 111111111 I I
m mi 11111 In 11 111m I - I
C .
R NALD A ULL "
- I I
. - 11 . -, I / 111111111 ill 11,1111;111N ilillilillllllo IN NOR 11 PHE 1 = 60'1 1
I I I
I