85-11 Oversized Plans 8/10

FL-,L--jRLlNG170N- P-11-JACiFi
C"A MAJOR PLANS
VICINITY MAP (MINNESO'Ii')
N.T.S.
DRAWING FILE: P05119-CAMA-PH3
PLOT SCALE: 1 "= 5100'
BUR F
P _ ,.-— 3
-_ _
_A
PM Box i-aos
U
2
Ll z
aw�0�-U
p3—w
N aLn OULLJ �z
fa gfc� ow=ao03a = m �N�ir—acnFz
woewpapSF��`'
Ca9 m v LLJ LLJ ; 0
� v a Or 0
T
} CONU-
14A"INA MI. Nz
0
_ _
5
z
�
r XED = _ 18
-�
AE - z TAILS
LEGEND
EXISTING ASPHALT PAVEMENT
UN, EXISTING ANDS
y�/. M%
p
- --- --- BLUE LINE `TREAM
N
O
Z
- - - 404 WETL A-0 LINE
--�
- - - COASTAL WLAND LINE
------ ZONE 1 X BUFFER
- - PROPOSED SWALE/DITCH
= EXISTING CONTOUR
F.I.R.M. ZONE
PROPOSED CONTOUR
-N C 7 :- 5
1. OWNERS: BURTON FARM DEVELOPMENT COMPANY, L.LC.
P.O. BOX 1908
ROCKY MOUNT, NC 27802-1908
f =_AT REFERENCE: PLAT CABINET A; SLIDE 145-3
==D REFERENCE: DEED BOOK 454; PAGE 916-917
DEED BOOK 454; PAGE 918-921
=AMLICO COUNTY, NC REGISTER OF DEEDS
RRENT ZC', NG DISTRICT: MINNESOTT BEACH R-MU
(RZSIDENTIAL MIXED USE DEVELOPMENT)
4 PROPERTY IS _OCATED IN A F.I.R.M. ZONE "AE" (EL 8), SHADED X. & X.
COMMUNITY PANEL # 370181 6444 & 6446 J (INDEX DATED 07/02/04)
SUBJECT TO CHANGE BY FEMA.
5. TOTAL TRACT AREA: '9,027,671.0 sq.ft. - 436.82 acres
6- TOTAL NUMBER OF LOTS = 4-61
7. BOUNDARY SURVEY DATA PROVIDED BY HERBERT J. NOBLES, JR. - SURVEYOR. PLAT
ENTITLED "SURVEY FOR BURTON FARM DEVELOPMENT COMPANY LLC DATED 09/12/05.
8. TOPOGRAPHY DATA PROVIDED BY OTHERS.
9. LAND PLANNING BY ATLANTIC INTERNATIONAL DESIGN STUDIOS.
10. BLUE LINE STREAMS-DENTIFIED BY ENVIRONMENTAL SERVICES, INC. WIDTH AND ROUTE
OF BLUE LINE STREAMS DETERMINED IN FIELD BY LAND MANAGEMENT GROUP. LOCATION
AS PER FIELD SURVEY BY HERBERT J. NOBLES, JR SURVEYING SERVICES.
SURVEY PROVIDED BY:
HERBERT J. NOBLES, Jr.
PROFESSIONAL LAND SURVEYOR
�n NOR , CAP 28515 - (252)-745-59511
0
O
Z
® z
�! O
U
'XCEIVSD a W O
U
� 'JU11 O Q
MAY 3� ILf a
l�
DCM-MI'D CITY
m
to
�T O
Ld
U
® Q
m
m
tz
lirl V)
Z
1014 Aft z
GRAPHIC SCALE
500 0 250 500 1000
( IN FEET )
1 inch = 500 ft.
SHEET N0.
OF 6 SHEETS

8 a
i pa �-'+_a+e°'�4a♦adr,F++aK ® � laK� � Jpw+Y F _wa [K 8 f
7 + _m .e«t i F j ♦[ m! J+ h 8J
♦w „.m ww+w® «m<< �a a `$ aI � ! «®♦wm _°`aa # « wmro E �l.s 4 /$
NOW OR FORMERLY
CAMP SEAFARER ♦♦ ♦♦ [ � F � 1+w $ � 4'� a�K , -,r a�� �� � r< a � � ,;«�, .,
w♦♦a♦w 8 arF d Fa®} k ➢ ® � a+,...> 2'�J F a 8 " ar
@ b f < a+'a"m� £ 8'-9 J @ ate+ g«♦ am€ E
1601 HILLSBOROUGH STREET, RALEIGH NC, 27605 i q @ ® F"°°"w g`++a♦♦o-°a! is g ; � `� ,:. _!
� 2744 SEAFARER ROAD ®m`w® ' �_�� Fa ` ® FJ m6` <®; , ♦__�r ��-�g
D.B. 127, PG. 439
PARCEL# E09-20
_ r
¢¢ NCPIN# 6446327429 -_m -__ . «$aa
B }�J , AI ®a+ m„„r's ♦i ama ! ram+ 1 _F �/$m
9 Jlwy dd ♦i y3r{{ d p �®i 6 #�, s"°m ! p n(�,``.P.� :'" �. \\ g �r
F�
# t r 6 1 F! :,.. I a a'/8p Y 8F g_ww 8 € #8c 4+♦♦b`"♦„{a _,3 vi ,.,. a \ [w}m...:::nwrm.•w,,,® ---- mm_ r_-m: - --
<!F # y,w i +a[ } w♦wm® ♦a .. ro, _
•^♦ t [ m di a . J" / _ '1, w _
I ! J'•+ & 1 pia ) ! ✓ '
'" ♦€ FF €; F p I a Y "I-,
\\\
I8 &! Jd `i[ .+_ 3® d F F a$ jd4a, /a[[ 1 ♦g J S gf i t 81 Jl ! § � f 1 � Fk,'§ 8 B w<mm,�k _my«J✓ .._.m
!F I! Ff [ a t F+ 9 fa .@ € ! f 1, j ; w ! F a t ; @ g 8 i S J ! l a i { F+ I J+ � ,-t Y ♦ & ,.. m #
FFJ @! ig ♦3€ !! [♦♦®.yJ Sr tI !® ,A !€ YlKI fY€ 1 £ 111 oa as aww+ . ®a_+n@ 4 $-+at®JJ K ®.<a++a a ! ��€ ®K J 1 a� Ir\4 a,,.r'F�a �. el A ,� ..«.^wm <F+�fJ�#{a♦'em. @
k adaJ 3N 8 t t " 1 i ;! { a dF 8 ♦ _. -.• i 8 w f aam ip „ 8 °"�ro4. 4 4+' 1 ! . ~raww�R _ a s'a6 r 19 #1 $< 1 ; fA JF# ! 4 gF � KK♦are $ t [♦ J! aF'a'. wK®_ws�a � +J wm.a=° @ .u^" .. !" i F \ 3 - a
f[ r!� 1 % ! 1 {[ a 4 •_-"'^w .2.� a.. ! "s-ro'1 1 1 B
r^`""r"8P_+ /.•:m®s°B.+o #9 8€ I! - @{ i i } r Y tY a 1®_a € , f ♦_�_ar } +6w '^a ,aF / @.. _ F € � p f f i
}
i 1
{ J $,e••'^` !1 gv::::__1F IF #@ fii dr@ I-§
ir<'
d d @ Z d' m°°°x'.a_w,.:.._a 4 % 8 a *"+m,.FF ! § d@ 0 3 f ! ♦ w€ t♦ $ _
1 ®K. #r , w+� '"''e'm'°«, '�" { } `+__ a �. ,aa 1 „,.a .,.sr" _ - - /�aa - � � �" `'�� A �t � � a I : ♦ a♦
` € g *�,�: °`"` ®-...® „pa � ♦ a 3� ,, fs 1 Y a /s= ae+', '-\ +.a ®[
r
MILL CK `�"`- "��`,!_ �'y ';�
!f�\:— ti'``t\`'[:jt• 4 f � -♦
£ : �< � . _: ::, r : i. \[ ..� -_ \� -/.'�_ 1._ % � _. -4�' $ `� _ y . a,; 4.,,�,„ +4 - � �"s 7'^: j::% - .i. +--w♦m > � '"5
.: � , ....:. 1 '' '--' __ °*<`•W� ,--:,._ -.. .// a ">".m i ' +::: :\`}
- .m.:. _ _ •. . y ,:'. - _ _ : _ _ a � _ __. _ _ � _ .. [(!; -_.._. ' -' ` '/ t< •1. J - m h? \m. a _31„_ . 4 1 "x _ 8 -q� � 0 ♦ p
-., ..::: ., ..: _... -.:. '\ s ...E � ^.,-..: :,. _ r � m -} :; :) I � £ J - i 1 - ,dM rt" '. i,4 .l - •>I ---r
-
-. .. .. :.:-:.: �i"i-: .. _ :t s i O __-.{, 8.• __... G }
J i
.. .. :. .............. .:.. :: i_ _.: . _ __ ::.... _. � ..- �:. _ .: _ _ _ ■ _ -, fi - w l --- � './ 1. _ :i .'°'°V\i1.,, *.�'.. /� a _ ♦: ®a,l
y
. ,:- ..��. � ,,..: -,. z �:. .:� -. __ ... _, li E-; _..•.. �_, f'.. @. 1 - .1 • 1 \ ` r t `- :./ p 1'I !l - d 4- ... a \
e�- ._:. a: .. . :.. --,:. __ _ ..,,.,:. r _. __ .•r # 4 _.: :.:. =x_ t- a. � ._1 : N�-. ♦ [[ _ f �:. - sw `:! �'•r
!s. ♦ � � - Mb
:.;,� + # a ...:. ,. :. _:. •` ,• � , - _ ,..d--�... - : / , : r .�_ " ".' -�.. ♦ . +,• v __., ..® t , r , �( I- 4 � [ K� t [ \ _ . ...��w .a,. I t _. _,, e � ".k,_ _ � � . ti��'`�: ��,\ . F w _, .._ . ..,a°`- °\a`�
XB�� ���.3a 1 �\ �•�j����,€3s A l ��k:m,.::::y `I/�i�lli��.. ,�
31PM56
31PM \< _ mil'
_)f ram!'iof
...1
�,;,:,W;,- ,� ..,�� R. ♦ c s I vt _ #
\ III#�2i.+'.
4`\"9.\ E � 3.�'"' ::�.. � - � f`�
FIT
Ift
iN
= r _ bL
s.t
'. I': Z ..,w,„•. i „mod ��,..r°`
-,._ ,..,.a.., _ .,r' �a �.e "'�
YI ♦� tS�jt —!' ' a f- � - ".�ruu � f�a � _ p� I }\ � ' -= y�-'--- -
!1
idarm
VA
J i _
!!
tl
i
!!i PROJECT AREA
f YI
, I
1 � i
$d } r
® 437± ACRES
>e
J 1
##
Fr
d@
!Y
aF ,
fli°= - - - -
NOW OR FORMERLY
HENRY G. METZGER, JR.
693 RAYMOD DR. ARAPAHOE NC, 28510
LOT 1 THE BLUFFS
D.B. 371, PG. 625
PARCEL* F094-24
NCPIN# 6445762365
i
a
aK,t J'yaFBfi "♦$ ♦ Fxg +Ba+
$[m,°mgm ®,„r°°'a. ♦K4♦ lF�aiamtd*® jgJd'_, to
d@ Kag q $� g I g F 8_•ue.m'� s [♦a.w
J�Fr
I /e ��a♦m a... -a gpY
aA a[ a
DRAWING FILE: P05119-CAMAA-ph$
PLOT SCALE: 1 "= 350'
aJ°
as
a
}
+sa
i
I
ra
1
3
pi✓
a
! r
a
r
L
(60-
' !I
ao-,Z;�
LEGEND
• •
EXISTING ASPHALT PAVEMENT
EXISTING WETLANDS
31PM57 = _ - = t
EXISTING ARCHAEOLOGICAL SITE
- --- ---
BLUE LINE STREAM
- -
4O4 WETLAND LINE
- - -
COASTAL WETLAND LINE
------
ZONE 1 30' BUFFER
- -
PROPOSED SWALE/DITCH
-
EXISTING CONTOUR
M
F.I.R.M. ZONE
PROPOSED CONTOUR
GRAPHIC SCALE
350 0 175 350 700
{ IN FEET )
1 inch = 350 ft.
O
_ ®
Z Z
N
i
Z W
� �
N
u)
NJ
W
iao •r
(D
i-
z
N W
O
Ce
z v
a
.T.qel
® N
® Q
®#
Q
M
"-
•�
y
�'
4'Z
v
N�
a
Z W
N La
W O
``V
Z
`
•�y
z:L
W W
C
Q
a
07
O
En
W
X
z
�
o
W
Hy
}
O
n
�
li
I
N
ZO
•
W.
z
V
r� �
¢
NNU
n
Z
W
a�
z
Z
Q
U
O
U
J
Q
CL
ul
0-
EE
0
O
U
W
m
H
O
V)
W
Q4 :2
COMMISSION NO.
P05119
DESIGNED BY
DAD
DRAWN BY
TAS OTHER
CHECKED BY
WDE
ISSUE DALE
08/09/10

75' ESTt9QiNr c>
WOOD SLOTTED
END SEE
(190 LN.FT.)
SEE DETAILS
BEM
SEE DETAIL SHEET 4 FOR
ACCESS CHANNEL DETAIL
i,
ACCESS CHANNEL
151,999 SQ.FT.
3.49 ACRES
ACCESS CHANNEL
APPROX. DREDGE TO
8.0' TOTAL DEPTH
f 30,518 CU,YDS
BULKHEAD \
(BEGIN JETTlr7
I
�
' —
i
I �
I 10C
Ty
I
tl I
I
N_
_N
I
i
I
I
No
_
I
I
PER# 1
,S"I
=ate==- �-- _..-�.. •__,_'\\>� �,_� \ �.,# \ _ .-\''•3s \\\ \ ko
3_.
_
\`
M1
' \
\
VINYL &
WOOD BULKHEAD
(1,259 LN.FT.)
=40 l
a
21. 3 sq, fL
€. w
o 0:1
3
x • � 2tCn
1 ,tom
1
j j
'7.
-
Itt A
r.
jJ. 4�/ 53
f a%f ,
1
1 �
r
r�
-
\ = -
\z5 Y.
_
-.._
_
VEf,Wr..
_—- ._,
_T
NE -. - - _
,
1
e,,.. _„�, � �.���.�. ,�.,,..... ,� e = � AEC - � K � Q. - . • � -
SURVEY PROVIDED BY:
HERBERT J. NOBLES, Jr.
PROFESSIONAL LAND SURVEYOR
1-IR-6 FAQ EN -GOAD - OA;`BCiFA NOWT:: CAS UNA 28Z�,5 - 12,-�' 5951
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 it-ch = 50 ft.
DRAWING FILE: P05119-CAOA-PH3
PLOT SCALE: 1"= 500'
A
Z \ : I y CONC.WALK
y^ WHIN V AEC
4 VI /7
I 1 €
■ I fr9J1 e4 tL -
N.W.L. — — r
I
EFFLUENT I k
CHANNEL DREDGE
SPOILS LOCATION F
I ( J
HYDRAULIC DREDGE I
unL(MAINTAIN 50' 50.01
SEPARATION FROM
NORMAL WATER tFVQ) ■ ■ �-c �� , , . ! _ I r' 1 -q- ■INFLUEN T O _
t
• . � -,_— _
FR
Fes"
_ P• -
SASE g
a
-
._� = p
.r�
-- `�"-_: „„H ,.. ��,_ ��Yem�.:,�� ' s - > � �� fir' � ,�E •- /
0
Z Z
N
Z 5=
i
zW
Q >
N
A
a- J
N
x N
4 =
I
os
El w
L.- t
J U
�
.
CC3
Z U
=
V
®
# a
I
yZ
U Z
N �
uj
N w
W Z
N
w 0
Z
j
o
W W
a
�a�tWnp3�i;
to U WUY�ZCJ��
oc d oa7d' R__a:ovvs
z
N ff ro=
O� F�,lNaaz�a
O W. V 0 3
=aoo
C
adS�J Xaazr-=Ljo
V1ooaa--
a m�a3m�3
o �z
a yes
W
z
0
cn
S
W
�
Z
U
O
as
W
N
g
P
P
N
Q
M
�
N
z
01
COMMISSION NO.
P05119
DESIGNED BY
WDE
DRAWN BY
TAS OTHER
CHECKED BY
WDE
ISSUE DALE
-08/09/10
SHEET N0.
OF 6 SHEETS

NOTE: DETAILS SHOWN ON THIS SHEET ARE
FOR PERMITTING PURPOSES ONLY AND NOT
FOR CONSTRUCTION. STRUCTURAL DESIGN
TO BY DONE BY OTHERS.
9.,c
5210 DOCK 5Y5TEM
Flotation
Thermo Vacuum Formed High Density
Polyethylene Encased Polystyrene 41_G" DOCK CR055 SECTION
(Minimum Dersity 1 .2LB/FT3)
„EL OATING PIER CROSS—SECTION
ORIGINAL DETAIL BY SOUND MARINE
N.T.S.
SEWAGE PUMP OUT
STATION
v
SEWAGE PUMP OUT SIGN DETAIL
N..S,
DRAWING FILE: P05119-CAMA---PH3
PLOT SCALE: NTS
(2) 2X 10
SYF Banding
12" Galvanized
Thru Bolts
1/2- HD GALVANIZED (2) 2' x 10" \!D
' x r IP1'
THRU BOLTS BANDING NG
IN
12"4 TIMBER PILE
(O 8.0' CENTERS.)
APPLY MARINE SEALANT (3M
5200) ON TOP SURFACE
AFTER CUT-OFF
5/8" STAINLESS STEEL ROD, TYP.-,�,
2' x 8' CROSS MEMBER
r x r FRAMING
-2X6 WAVE BOARDS
(O 6" CENTERS)
1/2- GAPS BETWEEN EACH
O
-5"XB" WALER, (TYP.) -CO
12'0 TIMBER PILE
(O 8.0' CENTERS.)
TYPICAL BREAKWATER DETAIL
N.T.S.
DESIGNED BY OTHERS
5/8" STAINLESS STEEL ROD, TYP.
12"0 TIMBER PILE 6"XB- WALER, (TYP.)
(6 8.0' CENTERS.)
\-14-2X6 WAVE BOARDS
15-2X6 WAVE BOARDS (O 6" CENTERS - THIS SIDE)
SIDE)
1/2- GAPS BETWEEN EACH
TYPICAL BREAKWATER DETAIL
N.T.S.
DESIGNED BY OTHERS
THERMO VACUUM FORMED HIGH DENY J
POLYETHYLENE ENCASED POLYSTYimE
(MINIMUM DENSITY 1.2LB/FT3)
5' x r HD GALVANIZED
DOCK ELEVATION/SECTION
ANC BRACKET fix'
WrrH 1/2' THRU BDL74C
3" x 3" HD GALVANIM 2' x 8" iRAMD
ANGLE BRACKET C— CAL)
';
(2) 2' x 1V BANIXNG (TYPICAL) � /j,
3' x 3-HD GALVANIZED
ANGLE BRAE�T (TYPICAL)
WITH 1/2- THRU BOLTING
ANGLE HST (TYtxl(X)
WITH 1 /2' THEM E;O "c
r . r xwwc )
•c OLVANiz
sUE. 1TRLf
OPTIONAL INTERIOR PILE GUIDE
SCAB:
GENERAL NOTES
1 LNE LOADS R.OATING PIERS DOM F*GERS - 40 LBS PER SO. FT. OR NOC USED
LOAD ON ANY AREA 2 FT. SO. THE DOCK SHALL NOT HAVE MORE TWI Six M3M 1T FROM TK
HORIZONTAL UNDER A UNFORM LIJE LOAD OF ONE-FNLF OF THE PER wVrH OR ;041[" GDNCENRIED
LOAD OF 800 LBS APPLIED M ONE SIDE
2 DEAD LORD& THE WEIGHT OF THE COMPONENT PARTS OF THE STRUC JW AS WE #6 N4M DDO
8,0:3, UTILITIES, BOARDING SEEPS, AND OTHER APPLICABLE DOCK ACCfS90RE3 APE .W) IN THE
DESIGN OF THE DOCK SYSTEM
3 FLOATATION: WILL BE DEFAMED TO SUPPORT THE DEAD LOAD PWS 4G :B5 '_W -310Z *PLED TO TK
EMITS AREA OF TIE DOM SUSACE.
4 UNDER DEAD LOADS, ROATMG DOCKS WILL HME A MINMNY OF:
A. 1S' FFEMOARD WTIH it FLOAWON
B tr FR®OYiD wrw 1r ROADOO7 I
C, 20" FREEBOARD WM 11r RDAT/OLON
5 CHAPTER 36 OF NC STALE wADW CODE 2006 EDTIION AND/OR A.- 'v--JO— -11RED COEPLWM
8 ALL LUMBER PFEM iE W&GED SOUTHERN YELLOW PM GRADE 02 OR 3E"S, —IMNRETEN" W
EPA APPROVED WRETi001alE PiESaRILTAE OiLWIATED COPPER
STANDARDS OF Z MET.TAN 1W>m P4ESEIg: ASSOCIA110N.
7 ALL ANGLES AND RATS - HOT DIPPED GALVARM, FASTENERS - slma- S S'ET-
FLOATING PIER DETAIL
ORIGINAL DETAIL BY SOUND MARINE
N.T.S.
NO
WAKE
ARLINGTON PLACE
MARINA
DOUBLE 2' x 6' STRINGERS-
8' WOODEN
WAI ICWAY
4'-0-
4•-0-
4'-0-
LOT
302/303
NWL O EL. 0.76'
CO
VERTICAL SLOTS IN VINYL
SHEETPILE FROM TOP TO
MUD LINE 0 2" WIDE EACH 24"
& 6" WIDE EACH 25'
TYPICAL JETTY DETAIL
N.T.S.
DESIGNED BY OTHERS
WIDE CHANNEL
61
S' I 375'
110'
GREEN SQUARE CHANNEL
MARKER
36" MAX. (FED
STANDARD)
EVEN NUMBER 12"
MILITARY FONT
MIN 36"
100'
5' TOP OF CHANNEL
BOTTOM OF CHANNEL
BOTTOM CHANNEL (8' BELOW
TYPICAL CHANNEL AND MARKER DETAIL
N.T.S.
DESIGNED BY OTHERS
'ORTION OF CHANNEL TO BE DREDGED
TO MAX DEPTH OF 8 FT.
(RELATIVE TO NORMAL WATER LEVEL)
CHANNEL MARKER (TYP.)
PLACED f5' OUTSIDE OF
CHANNEL
ACCESS CHANNEL DETAIL
SCALE: 1 "=200'
UPLAND MARINA AND CHANNEL TO BE
DREDGED TO A. TOTAL WATER DEPTH OF 8.0'
216'
W
n
TYPICAL MARINA SECTION MI —MI
-DRIZONTAL 1"=50'
VERTICAL 1"=10'
CL
RED TRIANGLE
EQUILATERAL
ODD NUMBERS[
MILITARY FONT
PROPOSED PROPOSID
pNrsa Piro PROPOSED 10-
TYPICAL PIER AND SLIP CROSS—SECTION
N.T.S.
DESIGNED BY OTHERS
TRIPLE STACK ATTENUATOR TO BE
USED ALONG MAIN ATTENUATOR
TRIPLE STACK ATTENUATORS DRAFT 46 INCHES
425' TOTAL
ATTENUATOR DETAIL —MAIN ATTENUATOR
N.T.S.
DESIGNED BY OTHERS
DOUBLE STACK ATTENUATORS DRAFT 26 INCHES
f�l
0
Z Z
N
I
aseZQt
w
m
W
JCL'
N
W
V)
C4
Z
U 4F
Z(A
Y
C
F W
ar
aL
J U
m
b
N W
O
V/
Cd
Z U
:3
. T.4
OU N
M 'c
G
* J
In
ro
J
y
F-
tD D
w
In
Z
W �
v
Z
e
LLj LLI
a
a�NO3�w
e �? WC3>-v�ioa. tia�
W,6 NN�mo
wC-ffw0 I=
�� O 2w0 J
WQ 0a
y NN�,N�oTnFz
� Ai wc�oaoSH-
o `J` Ozdazt3
w
0
S
>
d jC2-�3?Z$
Fv a83
z
0
LL
5
W
z
o
W
Wes-
N
a
N
N
Z
COMMISSION NO.
P05119
DESIGNED BY
WDE
DRAWN BY
TAS OTHER
CHECKED BY
WDE
ISSUE DATE
08/09/10
r SHEET N04
OF 6 SHEETS

CONSTRUCT OUTER SLOPE O 3:1 SLOPE MINIMUM
CONTINUE INTERIOR SLOPE O 2:1
WIDTH APPPOY in'
LUvv rKUm Irlt UIKtU KtltlN HUN AKtA WILL dt
'ONFINED BY PIPE TO A POINT AT LEAST 50 FT.
VATERWARD OF THE NORMAL WATER LEVEL (NWL) OF
HE NEUSE RIVER AND POSITIONED SUCH THAT EFFLUENT
;HALL NOT ADVERSELY AFFECT SUBMERGED AQUATIC
(EGETATION (SAV). THE CONTRACTOR SHALL INSPECT
-HE TERMINAL END OF THE EFFLUENT PIPE ON A DAILY
)ACIC
EFFLUENT PIPES SUPPORT FRAMES
(SEE DETAIL SHEET)
EXACT PIPE IVER
ELEVATION TO BE
FIELD DETERMINED
NWL C� f2.0' NEUSE RIVER
CONTRACTOR TO INSTALL PIPE
SUPPORT SYSTEM AS NECE'3SAR
Z
a
mm
-n "q
C6o
DRAWING FILE: P05119-LAMA-PH3
PLOT SCALE: NITS
c
CONTRACTOR TO INSTALL PIPE SUPPORTS _ C-?
(2) 10`0 HDPe EFFLUENT PIPES AS NECESSAtl
.3' I TO ADEQUATELY SUPPORT PIPE SYSTEM
2" X 10"-�
SPILLWAY ELEVATION
N.T.S.
CONTRACTOR TO INSTALL EFFLUENT PIPE WITH A
0.28% SLOPE MINIMUM TO MAINTAIN A 2.0 FT/S
SCOUR VELOCITY
ESSURE TREATED
BOLT THRU WITH 1/2"
)IA. BOLTS, NUTS, AND
WASHER [GALVANIZED]
6" MINIMUM EXTENSION BEYOND POST ETYP.]
6" X 6"
PRESSURE TREATED
POST [TYP.]
SUPPORT FRAMES FOR EFFLUENT PIPE
N.T.S.
ALL HARDWARE SHALL BE HOT DIP GALVANIZED IAW ASTM A'=3
S" 10 AGE CORRUGATED STEEL BACKING PLATE [TYP.]
" X 3" 7 AGE CHAN ,:_
SQUARE TUBING 15 2" X
TOP OF OUTFLOW CONTROL MEASURE
(APPROX 2' BELOW TOP OF BERM)
CONNECTON TO (2) 10" HDPe EFFLUENT PIPES
..+iirivv JI I/AL_
BE MANUFACTURED BY A.B. CHANGE CO. CENTRALIA, MD, OR APPROVED EQUAL.
3. ALL CONNECTING HARDWARE SHALL BE GALVANIZED AND APPROVED BY
THE CONTRACTING OFFICER.
PERMANENT
VEGETATION
SEE: ,NG DATES: APRIL
1- SEPT 30
SEE MIXTURE
APPUCA70N RATES/ACRE
BAHIA
50 LBS.
COMMON BERMUDA
(UNHULLED)
50 LBS.
GERMAN MILLETT
15 LBS.
FESCUE
FERTIIJ
20 LBS,
26-13-13 O 500 LB/ACRE
MULCtI
APPLY 4,000 LB/ACRE STRAW.
ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING
TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
NEW SPILLWAY RISER WITH 72" 0 WEIR AND (2) 10" STUB OUTS • ? z N
U z} i
m
—6" X 6" 10 GAGE CORRUGATED STEEL PLATE (TYP.) g N
d N
Z * * `� Y
r--TOP OF OUTFLOW CONTROL MEASURE � �
(2' BELOW TOP OF BERM III J v ° o
En w o io (D � d
Z V
p.4 OU O 1n c v
M
10 ® J M
* a I s
. z
Z Lu N
�z NW
w O
CONTRACTOR TO BUILD ELEVATED WALKWAY z m
TO OUTFLOW CONTROL MEASURE. (MAY BE p� w w s �i SUBSTITUTED WITH GRAVEL APRON WALKWAY a
TO OVERFLOW CONTROL MEASURE)
TEMPORARY VEGETATION
SEEDING DATES: OCT. 1 - MARCk� 31
SEED MIXTURE APPLICATION RATES/ACRE
RYE GRAIN 175 LP
FERTILIZER
10-10-10 O 1000 LB/ACRE
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL A DISK WTIH BLADES SET NEARLY
STRAIGHT CAN BE USE) AS A MULCH ANCHORING TOOL
GENERAL:
FE7tT1<iZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOU
YA/1TF)iANC E: NT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING.
SA-,s7A_-oRY STABILJZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATVE COVER CAN EXPAND RAPIDLY AND,
_ NIATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE
-' titiJ THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW
cS - �+rGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GUWES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED,
Ake 11A.l:HED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE.
W.AK OR DAMAGED SPOTS MUST BE RELME , FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILUZATION MAY BE NEEDt I, TO MAINTAIN
P90OUCTYVE STANDS.
(2)10" DIA. STEEL PIPE S1
2" X 2" X 1 /4" SQL ;-;E TUBING S-
AT THE TOP AND DESCENDING VER-
ON 2' CE
3/16" BOTTOM P
3" X 3" 1 GAGE CHA',
GENERAL SEEDING SPECIFICATIONS
THIS
SPILLWAY PLAN
N.T.S.
HOR GUY (TYP.)
DIA. STEEL PIPE OVERFLOW STRUCTI,RE
C 3" 7 GAGE CHANNEI_
6" EYE - - _T (TYP.)
BOTTOM OF BASIN
L6
1 /4"
3/4• 1/2"
3/4'
3/4' I I. 5/8" I I 3/4"
3/16-
2.5"
TIMBER STOPLOG DETAILS (NEW,)
_ N.T.S.
ROVIDE 48 STOPLOGS.
STOPLOGS :SHALL BE 3" X 6" NOMINAL TONGUE AND GROOVE (T&G) LUMBER.
SOUTHERN YELLOW PINE #2 OR APPROVED EQUAL. TREATED IN ACCORDANCE
JITH AWPA STANDARD C-2 (2.5 PCF RETENTION. WATERBORNE PRESERVATIVE)
AFTER FABRICATION. UNTREATED WHITE OAK MAY ALSO BE USED.
STOPLOG LENGTH SHALL BE AS NEEDED TO FIT THE SLOTS PROVIDED WITH
'10 MORE THAN 1/2" CLEARANCE ON EACH END.
STOPLOG THICKNESS SHALL BE AS NEEDED TO FIT THE SLOTS PROVIDED
KITH NO MORE THAN 1/4" CLEARANCE ON EACH SIDE.
Ll Z
O � O
a�W039w
t0 U aU>-NZUa�
N a a aNaU Z
yj d !f W
F w�"c9.•O��awomo
Qa x5� waz�a
= w 1 .8
�gz
cc W O CE
> 46 WOm m gp
IL ��QZ..-
OJ~cJ WF
O Omom:33 p
Ix- pad 00
�
5
z
U
a
W
�
a
W
6
vs
—Icq I I I I IZ
COMMISSION NO.
P05119
DESIGNED BY
WDE
DRAWN BY
TAS OTHER
CHECKED BY
WDE
ISSUE DATE
08/09/10
SHEET I30.
6
OF 6 SHEETS