95-09 10.8.10 Oversized Plans

28 29^�`
1 �
t 12 13 t 14 ? 15 16 17 I'
1
7 +*
----- --- ----- _ E--- 33
i 6 /----+-- ---
- t t 32 34
1 _------ _ ; ; ; t ; ;
_--- t 30 ; 31 ;
--+---- i 29 t
28 t
26 27 1 ;
t 24 25 t
23 ;
; I \
17
i 16
15
12 14
11 ; � 13 t
10 t - ;
t 8 9 r= ;
7
5 6 ; i +- 29
28
----+_ - 27
- ! t, 26 AREA
24 1 25
21 22 23 1; i
-h
F h }�....
i I
1 '
1 1 \
6
i
f
r � ,
,
7
2
3 4
5 '
6 7 8 9 %
10
12
13
22
42 i 43 23 1 24 t 25 `, 9 = 39 X' 39 \
8 38 ``'` 14 k 38
h -
7 -: , 37 13 -x
37
6 ,'�, - 36 \\\� 12 --X 36
2 ; 3 ; 4 5 -_- `� 35 11 -^ - `� 35
1
35 -x"" 34 1 fl -
33 .� g 423
�{�-
` \, 3
32 3
26 % 11 27 % 28 30 31` ��, 7 -'
29 t 1 % 6 -k--- 31�� 22-
5 30 �� 21
'-x- - , 29 ' 24
11 28
2 = -'r- ' 27 '` 19 - -
- -_ — ; y_-
- -__-+ - ; 25 26 18 45 25
COMMON - �---
1 ; 17 ,'k-
1 ` 21 1 22 1 23 24
AREA i 16 - ' 46 ;�--
15
47 --
1 11 14 11 -k'-- 48. 26
13 _-x= ' 50 111 49\11
-
1 2 ; ; ; i1 ; 12 - -.x 3f`` -
i 3 1 4 ! i 9 ! 10----------+' - - 51 pR� L /
+ I
1 5 6 ; 7 8 ; 1---- ; 3 52 d
ao
______ ' ' _}___ , , , ;
Tl---
+---------*---- ; 54
--+-- -----+------ Spy
{ --- -- - +----- -- +------ i 56 � 55 � 1 1 44
,
63 1 1 1 ;
64 1 62 ; 1 ; ; 57
61 ;
60 59 58 42 43
,
41 _,-
�.
40
NORTH �b 1 1 80 ;
39 30
38
66----------------- ILJ 3 1
F., 85 t 81 79------------- - -
33
' 67
/ ; ; ; ;'11
84 1, 83 82 1, r---------------34
37 : (p ;
i 35 ,
21
r
20
68
69 %r
19 i 70
I ;
I
18
1 ;
17 ;
28 / 1
48
2 ' 3
29
i
2 1 3 ;
4
% 1
BEECH
1
_ i
/�(1
u"
--+--------- 77 �/i S 1 3 4 5 g 7 ? i
p ! 2 % 8 9 10 % 1
r r COMMON',71
;
72 73 � 74 AREA
75 ;
' HI J
icommcW i
-
16 %
RY A!L 76
HOLLY
r AREA
15
t
14
3 4 5 _Jr
i % O
10
i i
)'
i % 6 J
11
%
i 21-1
12
14 l
%�
------ - I
—
�13
r
14 I j -----
----
r
7 6 5 4 3
2
8R-------
2
�}
- a
f
12 11 %
% ;' ;' I 1
--------------
9
t
t 9
_----
2213 i
11fl -------
(
16
,• % ; %
------
>(
------------
'-------
_
- -
------------
5 %4 3 2 1% E 1 1 % 15 17r '-ram fg m
r ;
8 -----------
20 , r
J
; 2EA,314 ...�rrF�»s�t tE?sV.�Er�A��AL, 175 ; 20 1$7 21
'I 19
198 221 23 1 2425 1 2610,
°
%27
12;1 i i ; ; ; ; , i 28 29 r
frf i4. ; ' ; ; ; r ; i , 3:0,
f 1 51 17 r i + V i 31 2
i1 8i ' ' N© it -_-__-
11 fl% 1 �' ©D---� ; 5
r 6 1 21 221 i ' WOOD
3 j 4% 6
w
}yi `(' t J r' ;2324/� i ! 7
f > ? 1 (> (1 11 �f rl l ,dJ Z y 33 1 ; 8 i 7
f ) r` J f f (} r 1 f,J i f(J 1 (` ; , , 2 26r2 L8;29 J- 31 J 34: + r ' '. ' ' J .{ r
l�,�'��J`r'TJ f1%rrT� 35, ; 1 r 3 % 4
JV,% iJ 6 ;1 I
7 ; 8
39 -------
4 '1 J { ` r - 1 - ,r C J f i 1 / ( J: ' r k f 1 )2 t l J r fs r' r' ,/• j .' /` J ; , ; ; ; 4i ; ' ; ; 1
'/ r'_ l / �' s ,% ' �'J- ! r' (J !J f` / a ( f1 Ft ' f '} J '` 1(/ T/J t' ( 1 ' ri(> ' } (,•J / I„ J !P„` 1 ; r f f'' I; r; i 41 1 2;3i �a�4
/_ _J V'OD 1� !! TRAIL
(, ; r
45 4. 7 it.:... , r 1
� t y
I j r if t ' .f" I 'ri r �r'i `f ' • T i Frw / l } t r r ,t ' E'`� } ' ( �,i ft J ` / T ! r t ` % s f' 1 r - i r` ,, ; ' % ; ; '` - .a'-'r .�
r / 1 � (" �". + l r � J, ' I � J t. � • . / ,' i >) J l J t l r > � ,e''� � i 1 I r i J ' 1` i ' ; ' ; { ) ' #�sFk.S'�4,ri f .� ;
F
% fJ J r ,✓ J r 1 (a , j ; ` ?Er3 (�_ - r
- ; -------
1 s / � j J r • 1 pf , r' ) f ✓ t 1 � r,. r� F(' � ( i rr , ; , + J (° r � , i f f - - ��j
�"F M-' SITE
r
.• ,� sJ , ,r J r 1 J % .''' r % / ! I , i - ! f ; r i ` !
(! J !' +( � r' �,i i ! ,• ` ri j P l ! J i fa j,/ � � f .J
(� f �, , . ed , r 1 ' r ,< /` ,r r r rs , J � J r' ' (i; r"' (J r` / � � ' / 49 5fl'' r ( f J � r" .r• r" tJ ' �
A �9 7 i
4 � f�
t ( e f� ' I J•��r F Y J f j1� f> r f �f ! f .% r V'
fr's r% - t s i`l r !' s �. r/ f1 r J ) r / (i J r F i 5T
r �' „r ( r , �" i ,f' P' J ( e J (` ( J JJ !fi-' ) Cf r,. / `° (' i'' } fr 3 J • r' j t' / ( J ( J r/ !'' t f' r, J r r
, ``' ff,/
. 1 r' f, i - s s' (1 ;J r f ,r ( i- r� f ( J ( ✓ ! J `r' j 1r t / J ( / ( rf r' t f r' ) .f' f / ! fJ °i i r
,r
l J (/ f % f 8 f f'
r•,
?r
/ f s' ;
r+ ` ` ^f' t" � 1 r` i` J f r l r', 1 ? { J r J (,J f ,J ! „t i - 1 C
> ' J - r`�' r r`. '? rJrJ\iA
' r J {'` ,l , j f J J I f _ V i i t tf J {� f f F�'{'J . r J JI ,tr ,P'! l rI ` r ,1 + },r ��r) f`� f�- i€ l,iF ? �t rs J'�tr' ti ' , T l / ,'!° t '!'( / ! f �/ t , f I� i- ,�� �r l'r f (1 jr'r / ( ? !f tt > i/ tr % )/ "t(tt %! / %",r lf rF �"/ , '%/ J i J i r' �/ l/'f r' �� j/ it ! J rf i ''r 'jrr` 'J Jr ,,,.{ ` � • (� ('s ( J Jrr (1 FJ f( r' iP'J r' ))/',�� t' j,(r�', r-'l �a� ` , �
"
-
5
r A�13YA ;
6
f , r
f
/
(
l
!t t '• i- J rr ,r'� ! � (� J f ! ( f f ! (i J '/ 1 1 .'`` rf (' 1 �,, ! J 'f, ( r'�e {`� - f' J i rJ if i' r i } ! r J F /t _ '�� 1 � f s > ,i' ,7 j
tr- r r i I ' r' r' � ( l / f ! � f / !� r >} , �, + � /' / r !`>' % J „' .} J ' ! ti / `' �, � J.J s� f r !' •r { +'
efts �1( '/� =f �''(�,J f°� ; f fi // a' r}''I r/ f1J fr �r r � fl r � ; ,=�, r l � r r � <' � �( (- J , =,� � , �rr � 1 f� t .,+ , ; � � r �{ � rr• -r ,� J
QUIBLE & ASSOCATES, P.C. IS NOT
REW MS[ Lt FOR THE CWlENT OF
PLANS PREPARED BY/FOR
ADVENT4J0 I)MRS, INC.
-DRAWING FILE: P98033,12 ver'4—base rl vi
0
10
1
If1
m
m
4
m
r>`
AlIAl
77 1 �� � ��° e���.�a�J' FL * lN"a :fit ill
t �``¢` sce
E'er') �.° '�' "'rn�. - •"""''" l
lfil
9
?r
-1. 1:
�
t --i J
:::.
3'.)
t , t „
<„ v>. ... ",:,r ., a c..>�.:.:.,* ram. dE._tr, � .x'.r..,� �::; - :..
1
� ._:-' c::: � � t_s __
... .. .. ...
77,
(QUMLL.0
T� 1T+ F"OJ
tk
t t` v
1
t - ] C
u
PLANS IS
ENGINEER
ENGINEERS
y EFORE YOU 0#0 !
ALL TOLL FREE
800-632-4949
WRTH CA# OLINA
ONE CALL
i
RECEIVED
NOV 3 201
z
w
c f uJ r
1! g Q=
w-
w
cd an
Q
LLJ
U ii> w
CC ® O
c.�
GRAPHIC SCALE
250 0 125 250 500
( IN FEET )
1 inch = 250 ft.
P.
z�
i
00
v
tN
ti
pwo
w ni."
z
ea 7E
0
v
zwz
1
,
CIO,
W W
W
Pg,
tC
C00
V)
i Y,
+a�aaasaiaaa��N#�
DDio� w
ol SHEET NO.
k
z

43 0 44 f 43 1 42 1
39 39 0 45
14
28 1 29
"I
24 25 11 26 TP'NIL
26 2 3 27 38 38 0 47 46
7 11 1 " I I" ­� 11
?J L -If I
25 13
11 1 37 37 \11 \1 0 T -------
315 48
6 12 0
11 1 1 1 1 1 -- 10
1_7 - I I I I (SOUTH
I I I I I I i 1 11 Z) 11 1 ____ 1, t t 1, 11 1, % __l %1, 1, 1 1 1 11 1 1 1 1 ___­ -
'r- 11 ----- - ----- 30
15 16 17 1 -10 1 1 1 11 -- 1, 35 --T 8
12 13 14 4
31 36 1 CHICAHAUK 'TRAIL
--------- 37
io
3 1 11, 1
34
9 35 2
3
33 LLJ 20 1 21 22 29
3
, I I I
-------- t r\l " 32
1 11 33 9 23 0
------------ 1, i - 11 -------
7 ------------- ---------- ---------
2 3 4 5 6 2 8 7 546 1
34
------- 54 1 543 1 542 1
13 33 1 26 31 7 io ------------- -------------- T,
I I 1 11 11 32 27 1 28 1 30 1
12 ------- 1 11 i 11 1 11 11 - 11 22 2 _5 ------- ---- r
1 31 31 1 , 11 11 - .4
30
---------- 545
29 5 30 ------ ------
----------
28 21 ---------------
29 6 �`\' � - 2
I 1,1 11 " 9 Lij
------- -- 27 4 29 2 18 27 34 1, 35 6
26 0
25 61� 2 Ld ------------- --------- 1
24 3 28 ',, v I i ---------------------- ------------
19 ------ --------------
27 ------ 3 If JO-
21 22 1 23 ------------- 1 0 ----------
17 ------ ---- 0
2 6 cf) 25 26
9 20
I
5
- ---------- 26 18
17 COMMON 1,, 25 ------
27 16 ------------ F 25 45 __j t 8 ------- uj
26 1 24 17 7 --------- T -------- ------ i -------- ry 536 537 53-8
23
22 1 1 24
I --------- ------ 4Z
AREA ---- ---------- 7-1 V) 32 33 Ljj -----------------
4 21 46 n
25 12 6 1, " 1 0 23 535
at Li- I I i 4
13 ALL HEAVY EQUIPMENT TO BE ct : 15 -
14
0,
9 10
4 15 47 0 4 6 1 13 1
lzr 12 ZD ------
4 ----------------
MOBILIZED / DEMOBILIZED TO 48 26
'a THIS PROJECT ON HICKORY 5 p ESKEET
7 8 cl or
11 k 29 49 uj
5 6 -------- i TRAIL OR EAST DOGWOOD TRAIL C�l 3
13 50
12 on, B 534
2 ------- SD 11 1 1 1
I Is 1 1 ; 2 11 5 1 51 526
27 1 % 27
14 3 A- 28
4 1, ----- ---- I
-t 11 1. c MMON 91 AYBERRY TRAIL
-------- 9 lo W\j 13
17
5 1 1 8 1 1 ------ ---------------- 52 15 1 16 1 2
13 26 R A 4 4 *0 SID D?\'\'
Za,
------- 25 0 - ----- 6 7 - ----- ------ 14
------ --- ----- 53
24 1 1
I----------- ---------- --- ----
St I Jl' 2 10 f
I --------- 5 6 9
1 3
- ----- 22 23 28
i 54
1 21 14 t 55 1 4 7
1 44 710 533
56
95
LOOP
20 1�
Is 64 63 62 11
42 43
60 59 532
%
18 61 58
8
10� -------- - ------------- -------- - 531 1
7 IV ... .
6
kj.\A
65 41 T
29 530
jv
40
ORITH 80
39
30
2
38
I f 2 3 5 7 8 9
------------------ 31 6 10 11 12
66 i
14
-A 32
Lu 4
i ! 15
-------------
85 81 79 33 17 18
11 : 16
10,
67 19 f
9
4
15 1
7 6 84 1 83 1 82 ------ n 3 20 14
4 5 6 8 1 7 37 BEECH TREE TRAIL
0ftB;D0-E,. S, 1, 35 ALL HEAVY EQUIPMENT TO BE
MOBILIZED DEMOBILIZED TO
78 C) ----------------
3 Dlspm
22 21
-----------------
THIS PROJECT ON HICKORY
TRAIL OR EAST DOGWOOD TRAIL
-A
OA, 36
__T --------
69 20 - -----------
2 7
-- ------ 70 77 3 2
19 4 5
11 8 9 10 12 13 15 16 18
6
COMMON 14
3
19 20 23 24
71
22
I --------- 18 72 73 AREA 21
25 17
26
75
17 5 11
14 1 1 1 ply 76 -------
COMMO14
16 IL HOLLY
11 18
13 so, I ii AREA I —lain 15 ty te? Ll
12 14
10 1 3
2
13 10
3
1 4 21-1 6 --j
1 12 j
2
6
7 1110 14 ------
14 W ---------- 22 21 " ) 11 12
2 13
19f
19
7 6 5 4 22
BR ;
2 41 12 --------- 8
16 13 20
6 ----------
io 9 --- 21-2 7
15 115
HOLLY TRAIL
131
---------- 42
r -----------
j
------------
7 7
27
"log"I8 16 16 15
6 5 17
4 3'2 1 8 --------- 11 Z b
CA
20
A
D
S tj
I�
S tj
S tj�
4
16 ---------
E H 1 2
A --------- 10
5 PC L
20 17
21 DICK M41TE BRIDGE 019 19
2_2 23 24 2 5 1 9
26
27
2
I I 1 1 22 ------------
3 29
5 21
113 6 7 20
30 19 8
0 " / s 4 1
11 �7h 31 z 8
8t i I I I 18
16
'10
0 �;T
--------------
q( 'R D 5
19 Of I
21 3 4
221 V()OD 6 7
IL
24 2 1 11 12
CULVERTI 2 13 14 12 2&,'29 34 ------ -------
26 JIRIDGE
3
6
15
4
36 37 2 5 6 16
17
­39 4 5
2 ---------------
5
6 ----------------
2 4
3 NO HEAVY EQUIPMENT SHALL BE
; 7
5
MOBILIZED / DEMOBILIZED FOR THIS 9
�43 4 4 4 4
7
D TRAIL 0
MARINA 2
3 3
NOR TH NtikRIN SITE DUE TO WEIGHT RESTRICTIONS
IN PLACE ON THE TALL PINE LANE BRI 5
3 DGE. 4
ell
?
----------------
2 3
4 4
7 ---------- — ------
T
5
6
5 7 TALL PINE LANE BRIDGE
9
e, ji I j 2 1
10 3
2
8
4
5
SSCA
6
5
YAUPON TRAIL
MARINA 11
6
0 2
3
TALL 4
el/ el 10
2
'o
t/ 4 e) rl) 3
1B b 1 f 8 1A 5
9
st, Y, 5 6
3
4
el
Isel
e) 7 8
9
el r
el e"
LEGND
rl
el
i ((' "/ / - e"
EXISTING WATERS
';Ke
Iell LOADING AND OFF LOADING
ell I
.,J e e-) el
0
0
PROPERTIES
(-,J i el
i j e'
r r" ell
I ell e, e" e"
el
NO HEAVY EQUIPMENT
Is HEAVY EQUIPMENT ROUTE f
7
r
------------- - I
e OUTSIDE CHANNEL DREDGED TO 6' T --------
- --------- --- -------
---------- --------------- ---------- ------
- — -------------- -------
0
--T-A-T ----- ---- ---------
e j ( T
-----------
*0 5' IT -------
INSID
__l -------------
------------
------------
0 6' ------ ---------
---------- 4 — --- — --- —
INSIDE CHANNEL DREDGED T BEFOfteE YOU DfG 1
------------ ----------
----------
--------------------
NOTE: -- ----------- ------------
CALL TO
CHANNEL "A" DREDGED TO 4' 11 7WE DATA GIVEN ON THESE PLANS IS REUEVED ------ T - ----------
�GWEIC $0A
IS NOT
---------------
TO BE ACCURATE, BUT THE ACCURACY GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, 7YPES,
IsCHANNEL "B" DREDGED TO 5' AND DIMENSIONS OF THE EXISTING UTIUTIES 1-800-632-4949
IF A DISCREPANCY
PRIOR TO CONSTRUCTION.
10 =C�ICA�HAUKTRA�l
0
C
Q52'�
IS FOUND, WORK SHALL CEASE AND THE ENGINEER ARINA r
NORTH C
WORK MAY CONTINUE UPON ENGINEERS
NOTMD.
HANNEL "B" DREDGED TO 4' PROCEED. ONE CALL
C NotICE TO
Sri
isf,
0
00
a
U
o
00
E
0
04
4
0
r
LLJ
ox
u
V-4
La
z C5 1%
0
0
0
E
#4 t
vo
*
—1
Z w
a M —
V-4
LAJ
41
q
AIM
t uli -
1% 0
1v
05
-0th
EL
Q 0 CL
:n Ad
0
kn �E
rn
COMMISSM $0.
P98033.12
DM040 BY
JJA,TAS
DRAVN BY
iL$Z Elcm
CHECKED BY
JJA
ISSUE DATE
10/8/ F 10
SHEET
i

-CONTRACTOR TO TAKE ALL NECESSARY P CAU"ONS TO
PROTECT EASTMIG IMPROVEMENTS. ANY SITE
MOMCATtONS REtAtIREdi TO USE THE STORAGE AND:.
STAGING AREAS WILL 13E THE RESPONSIBILITY OF THE
CONTRACTOR AND THE CONTRACTOR WN.L BE
RESPONSIBLE FOR RESTORING THESE AREAS (INCLUDING
G LAptDSCAPiNG SOD'
BULKHEADS, PIERS. RAMPS, FENC�I , - """
AND/GR OTHER FEATURES) TO PRECONSTRUCTION " ' ....
Gl BETT
T14!N DR ER. — CONTRACTOR MILL ALSO BE f -,r'--••,•�� �"• ••• •••• •4•
RE' 11%nBLE FOR REPAIRING ANY UNINTENTIONAL
DAMAGE TO THESE AREAS (INCLUDING BULKHEADS,
kPIERS.ORAMPS.FfNCtN LANDSCAPING, SOD AND/OR
FEATUIRES) THAT ARE CAUSED AS A RESULT OF
NTRACTOIftS USE
OF THE AREAS.
IF A TREE THAT IS TO REMAIN
IS, DAMAGED, THE CONTRACTOR f1
SHALL REMOVE IT AND REPLACE ty
IT WITH A TREE OF THE SAME
SPECIES, 2 INCH CALIPER OR � I
LARGER, FROM BALLED AND
BURLAPED NURSERY STOCK
WHEN ACTIVITY IN THIS AREA IS
COMPLETE �
BEFORE YOU DIG !
CALL TOLL FREE
1--800-632-4949
�If
NORTH CAROLINA
ONE CALL
4AYS OF list ACTiVIM. iF SAID AGTiVI S t74iR (X}TSIDE
ii1E P IMANENT VEtI 3�hTiON .,. aATES (APR. 3t}}T of TEMP- _
iI ORARY VEGEIATIG 1 �CATlG SHALL BE FOUL #4�D FOR
N PLAIi6 ttHTiLTHEAiE PENT SEEDING fERI0C3. AT /�
PROPOSED GRAVEL Wt rH Tiff T V TfiT I MAU BE �TABLI$IED ACCORDING TO I NOTE:
f f L F r PEC�MANF T Vi TATl hi SPECIFICATIONS (SEE PERM. do TEINP. SEEDING
. ° THE t3ATAf - -�GtVfN THESE "rl AA a kie% F'I ANMED
SPEC'S ON THIS
NIF
a) 1F VKC %9VE WW OWSM OR STORMWATER RUNWI EROStO N DEVELOPS DURfM TIME OF
fZTRUDE BLINKEN REVOCABLE 7 T
CE
f r v`
[ EXISTING CONCRETE MONUMENT RiUMEfidT
S� a1S1Y, LiCa'tt ON TI1� PROJECT Siff. a1#3lTlt'AL SILT FENCING SHALL
INSTAL1 AS 1)ARECTR BY SO AS iC1 T TO ADJACENT
2e7 MLLCRE5T DRIVE
KITTY HAW, NG 27g4q
'
50UND�s117E SOUTFIERN SHCJRES
0 EXISTING PIPE
CONTROL D IL SHE
PFtCtTY 9LT 1 IIETAH ON GITROL DETAIL SHEET.
E
d.) TIS" 0ONTROLS TO BE iNSPECIED, MAINTAINED AND REPAIRED
N O �tY t ANENT maRms ARE ESTABLISHED. j
BLOCK q4
LIMITS OF DISTURBANCE
EXISTING WON ROD
�) C. SCkt#LE: I '
PLAN �AL AND OT t APPLICABLE PERMITS,
1 OBTAIN
LOT 6
0 CALCULATED POINT
2) FLAG AND/OR �I STAKE LIMITS.
f 3} tK�31 PT�tCTNf)N GX91F ICE (G�wNER, cdNTR#CTOR, ENGINEER,
ANp fiA TE t OFFiaLS) AT LEAST WEEK PRIOR TO START
J t6,172.87 sq.#t. TEMPORARY t PIK NAIL f� Ct TRIIIvT�iDl AC�tVIT#ES.
i` LIMITS OF DISTURBANCE TAB BE ACCESS
RIVEMATE
RIAL #) INS1 1 L SIi T F tt 16 +� Lf1Da f5 �aH01�i ON PLIW
cob UTILITY P LE 5) COAL E IE GfAt�►1G , a PRt3(aURES
iADE Stt> a TO PtAtI / ItNSTALL'INFlLATiON BASIN TO IX3ADE I
CONCLUSION OF FINAL GRADING 6) 1i
Mlk7) AFii i> RLL iA Y. / 6
tPF`'
�t \,�; MICHAEL A GEOR6E 7TRU5TEE5 I TREE 6) oNcE silt is FULLY sTaBlu a I TD ESTAIAISIL FtN� GRADE AND sTABiLIZE sIDE sLGSPES. GEOROEA. d HOLE55 ROBlN50N t
_ 20 BEEGHNi%T DRIVE 9) CONTACT PERSON RES3ONSKE FOR MA1NiENAMM TOM OF SOUTHERN SHORES p 750 577JRC�E✓r✓ WAY
MR. PETER PASCOE. TOWN MANAGER
LOBE VALLEY NJ 07053 - - - - - - - - - - - 5375 N. VA IIa DARE TRAIL ALFh1§RETTA, GA. 30022
.,
\ LIMITS OF DISTURBANCE EX. CONTOURS {NAVD 88) sOUThiERN SHORES, NC 27949
50UNGtSIDE-0/fTHERN SNORES
_50YN95/DE-SRN 5HORES I EMi — — — — —
�TWE FltIC�G POLYMER IS A LIQUID. uQUtO (252)2s1-2344 SLOG
BLOCK q4 i ---�-5 PROPOSED CONTOURS '8) PLYIdEE$ MALL ilf INJECTED INTO THE
K q4
R
LOT r7 ` ATANT AT THE POLYMER STATION. THIS LOT 2 -fir
SILT FENCE -001MG PROCESS "LL BE SET UP " fi H THAT
iT IS MANUALLY DOSED BASED ON CONTiNUA4L
MOTORING OF THE TURBIDITY. AD JE (T5
TO THE RATE OF FLOCCULATION WILL 'BE 13ASED
EXISTING FENCE
ON TH€ FLOW/TDITY OF THE SUPERNATANTAs
i
F AINS THROUGH THE STATION. THE
T IN PROCESS IjI L 8E
MO3tT BY A TRAINED TECHNtC1AN DURING
A €` ? Nl� ALL I RS OF ACTIVE DREDGING.
JOHN F. d GARLIC A. EGKffi1 •-•' �' /�/ -/'�' / �'= r
2Iq HILLCREST I. RIVE BNJ.G4M1N G. 5f3A{^� I , s � •�--
-r�' ,�- /
59ME N 5HORE5, NC 2ig49 P-0. BOX 2012 �i , !'/ X
S!il tl� 11 - 011 tf ftOr S KI TTY HAW, NC 2l94q
— —
—
-
-- r
r
- - \ - - - - -
_ _
/
t1,764 FT. SILT FENCE - ' - -- - _ _ - - — - _ - �% - SHORES
�`-
"' — - -- - -SPOIL S1OGK#'t1 J: AREA _ _ _ _ _ - 1 I - - i ��01/THE2/Sl
_ _ - _ - ,' ,. _ _ BLOCK
4 t1 764 FT. SILT FEND E q4LOT 3
J ,1
f A
r _
�` '_•= -� ._._ -� - _r � - ' : - �: _ � — - - - ..� \>'�''(2 10` �R H#}Pe EC�AL3�?li1ON IFiRES
� :> t.
' ' i 9ET AT 11,1i7• ►itS< ",-\ \ - _ _ ' . 1/�y^ — , %/, f' %, �1Q� �,-/ _ - - - / \
--� � - - r i ..-� - - - - ' _ — - " !' - _ \ ___ _ - � y - D. �E. THE PIPE IN1At kA1�, i� > - - � ! �•_. _ - _ _ s� � .� I ' - �% /. /
- / , % :� �, _ _ - =-----4�-- - `-' ! =- .,�- j2% - _-= _ - _ . \ \ �_ a �• .P[Pf8 SHALL HAVE A MIIJ#MUM OF 1 SIT OF #IOR'itAt _ 1'. `.; `� , J , _ _ \` - - _ ""`."+ �zT;A ./- - /' -,/,�, ' � - ' i'/- �/ ,
''—•—� - STO:i_-- _--- --- __.._ -- --� ._- ''- - _ - �°" � ' -" � \ � - SE'PARATKIIJ AND BACKFtLl MAT�AL SYtALL 19€ t,�tPPNAC TO `,� ..�, _ \.`\ � � , "` -�. -/ ••"' - % '
SPOIL CtkR#,L AR€A ._.. - - - •- � .` r / PREVENT i}tR SHi#2T CIRCUI TIlf _S - -�.. �— ;> , � �.,, ! .�.. - --- ' / /- ' \ " '"�'%,� / /t, ^
—
V IT
c, r C}- a \ • '.: .� - _ SPtNt STOCK#'IL1 ALA %r - - - — — - - - - _�` - r f j/
SILT RTA1N - — -- �.- _.-'' _
{.,, f3v •� �� .^ ,. --i -. \ '�..v§-" > .bra .' ':3 a �'�r"v: _ �r — _ FL. 3%i. !'Vi. �/� \
r c. � ! / �5�...r`�'" _ ... - _... ; .-.. - `, - .- ...,.�-„_..?-^�':��.�.:. `,^:,u;-.,.�,.u�:.,-,.. ✓ ',.. ,.., ..,�r'�..:.�"#�'?i .. _.�.,'�+.,,�.. �r _ � _ . �-�\ �. � _ �\ _ �.-..,.La r�. n....sarkrn d•_�"1 - �` - - --� - - _ '/ _ '/ - � r �r � • /. �, t �. i \ ,y7.
NOTES
1-
APPLICANT: TOWN OF SOUTHERN SHORES
5375 NORTH VIRGINIA DARE TRAIL
SOUTHERN S+IOR€S, NC 27949
TEL: [phone]
i
FAX: (252)261-^0452
CONTACT PERSON: TOWN MANAGER - PETER RASCOE
2.
PROPERTY OWNERS:
HILLGREST DISPOSAL
SITE LOT 3, BLOCK 94, SOUTHERN SHORES, SOUNDSIDE
BENNJAAMIN CHANDLER SPAWR
P.O. BOX 2012
KITTY HAWK, NC 27949
PIN NUMBER: 9868 13 24 1121
LOT 4, BLOCK 94, SOUTHERN SHORES, SOU14USIDE
JOHN F. & CAROL A. ECK
279 HILLCREST DRIVE
SOUTHERN SHORES, NC 27949
PIN NUMBER: 9868 13 23 0204
LOT 5. BLOCK 94, SOUTHERN SHORES, SOUNDSIDE
MICHAEL A. GEORGE TRUSTEES
20 BEECHNUT DRIVE
LONG VALLEY, NJ 07853
PIN NUMBER: 9868 13 14 93M
3.
PROJECT: TOWN OF SOUTHERN SHORES MAINTENANCE CANAL DREDGING
PROJECT, PHASE 1
4.
TOTAL PROJECT AREA (HILLCREST DISPOSAL SITE): t4.00 ACRES
5.
REFERENCE MB. Z SL 268
6.
SURVEY DATES: 03/03-24/05
7.
DISTANCES IN U.S. SURVEY FEET
8.
VERTICAL DATUM NAVD '88, BASED ON GPS RAPID STATIC SESSION, OPUS REPORT
#000270167
9.
THIS IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED FOR RECORDATION OR
CONVEYANCE
10. SITE ZONING: RS1, SINGLE FAMILY RESIDENTIAL
11.
PROPERTY IS LOCATED IN F.I.R.M. ZONE X AND AE (EL 7') (ZONES SUBJECT TO
CHANGE BY F.E.M.A.) CURRENT FIRM ZONES PER FIRM MAP 3720986800J
(9/20/06) NAVD 88
4
COMMSSM NO.
P10027
BY
ADI
MAN BY
OTHERS
owxm BY
ADI
ISSUE QAiE
10 8 10

T.
.-PlU--6PE5
woo-
3a-4- -64 NOTES
1. APPLICANT- 7004 OF SOUTHERN SHORES
I 537 A DARE TRAJL
SOUW=NC
27949
36
NIF
OERTRU12E BLINKEN REVOCABLE TRUST
1787 Lill I I-ZX=T DRl1VE r
BEFORE YOU ING .
CALL TOLL FREE
1-800-632-4949
DRTH CAROLINA
ONE CALL
WIFil Jim 0"
KITTY HANK, A6 27949 " PIN WM60: 98 133 23 0204 FOR Ll TYPES,
n
50t1iV0 IDE-50UTHERN 3HORE5 IF A TREE 'CHAT IS TO MOM LOT 5. BLOCR 94, SOUTHERN SHORES, SOUNDSIDE AW DIMENSIONS OF, 1w UMTWS
BLOCK V DISTURBANCE IS DAMAGED. TIRE CORM04TON MICHAEL A. MOM TRUSMES PRIOR TO N$71K)CI-W IF A 01-SCRE-PANCY
pm17 —�T SHALL REMOVE T DRIVE Is F0WI, %WwORK SNOWL �&W AI46 THE EMNEER
LOT 6 20 SMORW I I
IT WITH A TW AY
LONO VALLEY, NJ 07853 NMfIED. WOW A'#' 060ftM LOON ENGWERS
SPECIES, 2 Ulm OALM 00 PIN NUMMER: 9608 13 14 9308
No-ncE to
LARGER. FROM BAUAD AND
BURLAPEID WIRSW STOCK'
3. PROJECT- TOWN OF SOUTHERN SHORES MAINTENANCE CANAL DREDGING
WHEN ACTIVITY IN THIS AREA IS PROJEcT, PHASE 1
LIMITS
COMPLETE
OF 4. TOTAL PROJECT AREA (HILLMST DISPOSAL SITE).- ±4.00 ACRES
42 5. REFERENCE MB. Z SL 268
N/F m/F
MICHAEL A OEOROE TRi6TEE5
DRIVE 20 BEECHNUT 6. SURVEY DATES: 03/03-24/05 CiEOR6E A. t HOLLY A. ROBINSONOBIN
W 57MROE55 NAY'
LOR6 VALLEY, NJ 07653 7. DISTANCES IN U.S. SURVEY FEET
ALPHAI, A,
BLOCK 94 16&A. 30022
55ON051PE-50UTHERN 5RORE5 `7
B. DATUM NAVD '08, BASED ON GPS RAPID STATIC SESSION. OPUS REPORT -c0NV51DE--5OVTlERN 55WORE5
7
BLOCK q4
LOT 5 , 'z I - -1.
-L DISTUAM AW-AS IN LOT 2
SEED At THIS IS NOT A BOUNDARY 'SURVEY AND IS NOT INTENDED FOR RECORDATION OR 9. 5
30— ;N bbOAL CONVEYANCE
—44
g. -5"� 10. SITE ZONING. RS1, SINGLE FAMILY RESDEN71AL
-a
it. PROPERTY IS LOCATED IN F.IX;M, ZONE X AND AE (EL 7 (ZONES SUBJECT TO CHANGE BY F.E.M.A.) CURRENT FIRM ZONES PER FIRM MAP 3720986800J
< -
It (9/20/06) NAVD 88
30
JOHN F 4 CAROL A. ECK
279 HILL0aE5T DRIVE
BENJAMIN C. 5FAW ;o"
NC 27144
z P.O. BOX 2012
32 KITTY HAAK, WC 27q4q
- I w..P—
q4
1.677 FT SILT FENCE
L 1 4
-A 506NMIDE 500RE5 -WHERN
A,
7- .,.Pj
32 FT. SILT Fe4m BLOCK q4
rE i�
LOT 3
29
EXCELSIOR FABRIC I- �
V,
A 7 "�"
10 29
2a
20
\24-
27 .........
11726
.4c
\2q
25'
— — - - I
�26 N -
24
—24
i 24 25
-7777- 2.3 1 - I '\\
23
4-
t
22
21
21
--20 f
- `�20
19 YY 'c
1. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES;
0.) AREA TO BE DISTURBED: *174,578 S%fL - ±4.00 ac.
b.) ALL DISTURBED AREAS S"01169E PERMANENTLY "THIN FIFTEEN
TURBING TtVI
DAYS OF LAND S.IF O ACTIVITIES OCCUR OUTSIDE
THE PERMANENT VEGETATION SEEDING DATES (APR. 1- S'Ep. EN ltMP-
ONARY VEGETATION 'SEED"- SPEC' W'AII()N$, SHALL BE FOLIO, FOR
PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT CEDING PERIOD AT
WHICH TIME PERMANENT VEGETATION SHALL BE EiTA86�WW AC6AiNG TO
PERMANENT VEGETATION SEEDING SPECFICATIONS (SEE PERM. at TEMP. SEEDING
SPECS ON THIS SHEET).
C.) IF 0 TIME OF
'*$T
, Fr SHALL
BE to ADJACENT
PROPERTY.
d.) SM AND REPAIRED
AS NECESSARY
C S
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2) FLAG AND/OR ROUGH STAKE WORK LIMITS.
3) HOLD PKSCONSTRUCTION CONFERENCE (OWNER, CONTRACTOR. ENGINEER,
AND APPROPRIATE G01431VT OFFICIALS) AT LEAST ONE WEEX PRIOR TO START
OF CONSTRUCTION ACTIVITIES
4) INSTALL SILT FENCING 0 LOCATIONS SHOWN ON PLAN
5) COMPLETE CLEARING AND GRUBBING PROCEDURES.
6) GRADE SITE ACCORDING TO PLAN / INSTALL INFILTRATION BASIN To GRADE.
7) ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY
AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY
8) ONCE SITE IS FULLY STABILIZED; CLEAN BASIN To ESTABLISH FINAL GRADE, AND STABILIZE SIDE SLOPES.
9) CONTACT PERSON RESPONSIBLE FOR MAINTENANCE: TIDWN OF SOUTHERN SHORES
MR. PETER RASCOE. TOWN MANAGER
5375 N. VIRGINIA DARE TRAIL
SOUTHERN SHORES, NC 27949
[phone]
iEND
J,
PROPOSED GRAVEL
,P-
y PROPOSED EXCELSIOR FABRIC
El EXISTING CONCRETE MONUMENT
0 EXISTING IRON PIPE
@ EXISTING IRON ROD
0 CALCULATED POINT
A PK NAIL
UTILITY POLE
TREE
EX. CONTOURS (NAVD '88)
PROPOSED CONTOURS (NAVD, '88)
SILT FENCE
X—X— EXISTING FENCE
WARREN B. DA V15
A- 267 HILL CRF5 T DRIVE
KITTY HAWK. NC 27949
59AV951VE--50tlTHERV 50RE5
BLOCK 94
LOT I
4- 19
V,
JUMITS OF DISTURBANCE
-4-12
16 *11,677 FT.
------------ -1
14
13 14
V- El
13
All
li —1,
- - - - - 12
y
r a
10 A
10
9
N,
4--
fit
ds r
7 8
Is'
f
6 7
6
j Ww" It 5 'O.RAINY
H
2136 HAVERFOR9 DR .
0
CHE5APE4KE. VA. 2-1320
. . . . . . . . 500051DE--aalrfERN -cwoRE3
>
EXCELS199 ABRI BLOCK 104
(Typly <
LOT22
VL
7
4)
4-
1.5
30
7
J Y
—6—
p�k
2-
7 - - - - V
ZML
74— 4 1 1 1 V
Ir
OF DIS
CAW ---
CONTRACTOR TO REMOVE SILT FENCE
AT THE CONCLUSION OF THE PROJECT
AND ONCE VIGOROUS VEGETATIVE
GROWTH OCCURS. CAIVAL
7
-av
't ve 00
4-
Z
FERMAOMM YEGM TEM 'ORARY VEGETATION
±1,677 FT. SILT FENCE
SEEDING DATES. APRIL SEPT 30 DATES: OCT. 1 MARCH 31
SEED t I APPLICATION RAMS/ACRE SEED MIXTURE APPLICATION RATES/ACRE
BMA .30 LBS. RYE: GRAIN 175 LBS.
UI)A 50 LBS.
�n
C'M "wulM FER TILl Z Ea A
3ERMAN MRIETT 10-10-10 0 750 LB/ACRE VAX vi t
1-144, \ 1, , - - M
<
N� 15 LBS.
7 '�IJE 20 LBS.
MULC4-i
CONTRACTOR TO TAKE 7ER
APPLY 4,000 LB. STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NECESSARY PRECAUTI(
NETTING OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
PROTECT E)GSTING UTILITIES �-10 0 5100 L19/ACW
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
UNTS OF MWR9 E GRAPHIC SCALE
i,c)oo LS/AOR R STRAW BY TACKING WITH ASPHALT,
1) 15 30 60 E S*AW. ANCHO
i i%L A DtSIK NTH BLADES SET NEARLY
OR A rtoi
0 CAN USMiNS TAMULCH ARWORNG TOOL 7�Z
6,ANAL IN ."Kau SEAEODMG SPECIFICAEMS
N#4G FILE:P9803,3.12 vor4-bamdwu I inch 30 f t-
r wo.
10
z
E
In 1100
-ul 20
- 'c:':4,
. All
(D
ev-4
z
u
,0
6
0
z Z
W ILLJ
IF
OA
.................
0
4;�,
I
cowmam mo.
P980313-12
DESMED BY
JJA,TAS
.DRAYM BY
TAS,/KCM
04ECKM BY
JJA
ISSUE DATE
10/8/10 .10
SHEET NO.

CURLEXO SLOPE
APPLICATION DETAIL
AMERICAN EXCELSIOR COMPANY
ARLINCTON, TEXAS TRENCHING NEEDED IF A MINIMUM
OF 3'-0" IS NOT AVAILABLE AT THE
CREST OF SLOPE OR IF OVERLAND
FLOW IS ANTICIPATED FROM UPLAND
AREAS, SEE DETAILS
A
STAPLE 12 11
2" O.C. ALONG
BLANKET AT SLOPE
-- 3' MIN. CHANGE
STAPLE 12" O.C. ALONG
BOTTOM OF BLANKET
AT THE END OF SLOPE
BLANKET TO EXTEND A STAPLES ARE THROUGH/
MINIMUM OF 3'-0" BOTH BLANKETS.
es _
BEYOND TOE OF SLOPE. ND
c- `" w,.. FOR BOTTOM OF SLOPE
�
N.T.S.
SOIL PILE
FROM TRENCH
SLOPE TO
PROTECT
ST p 1
(2)10" DIA. STEEL PIPE STUBS
2" X 2" X 1 /4" SQUARE TUBING STARTING
AT THE TOP AND DESCENDING VERTICALLY
ON 2' CENTERS.
3/16" BOTTOM PLATE--
3" X 3" 1 GAGE CHANNEL--v,
(1)6" DIA. STEEL PIPE
STUB FOR PASSIVE
SKIMMER
WA
TWO LAYERS OF POLY SHEETING (6
MIL) MEMBRANE INSIDE THE FACE OF
THE BERM MAINTAIN V-4' OF COVER
OVER THE MEMBRANE, DEPTH OF
COVER TO BE DETERMINED AT THE
TERMINATION, SEE N.T.S.
DETAIL NOTES
1. STAPLE PATTERNS ARE DEPENDENT ON SITE CONDITIONS.
TRENCH APPROX. SEE CURLEX6 STAPLE PATTERN GUIDE FOR DETAILS. N.T.s.
1 ROW OF STAPLES,
12" O.C.
2 ROWS OF STAPLES,
STAGGERED, 6" O.C.,
EA. DIR.
2 ROWS OF STAPLES,
STAGGERED, 6" O.C.,
EA. DIR.
SOIL FILLED
FROM SOIL PILE
I
SILT FENCE DE'i AM
-ANCHOR GUY (TYP.)
72" DIA. STEEL PIPE OVERFLOW STRUCTURE
3" X 3" 7 GAGE CHANNEL
3/4" X 6" EYE BOLT (TYP.)
STOPLOGS
SEE DETAIL
THIS SHEET
EXTEND MEMBRANE
2'-3' INTO THE BASIN
AT THE B0170M OF
THE SLOPE
MEMBRANE INSTALLATION DETAIL
TURNED DOWN END
TO TOE MEMBRANE
INTO THE BERM AT
THE TOP OF SLOPE
MEMBRANE
SHEETING TO
HAVE A 1'
OVERLAP AT
ALL JOINTS
N.T.S
L—EX7£W FU.TER FABRIC TO
LINE TRMCH (µL WIES)
FILL TRENCH
('r WOE z 8' BEEP )
TOP OF OUTFLOW
CONTROL MEASURE
O 12.00'
6" X 6" 10 GAGE CORRUGATED STEEL BACKING PLATE [TYP.]
1 /4"
3/4" 1 41 /2" , r 3/4"
IIGH WATER ELEVATION
TWO LAYERS OF POLY
SHEETING MEMBRANE
INSIDE THE FACE OF THE
BERM MAINTAIN V-4' OF
COVER OVER THE MEMBRANE
io
a
0
0
w
SEED WITH
0 200' 10' 20'
SEASONAL GRASSES,
PLACE FUTERRA
N
F4 NETLESS ECB BY
PROFILE PRODUCTS
- _
:> _" •«.
OR EQUAL IN
ACCORDANCE NTH BERM
SLOPE STABILITY
ANALYSIS REPORT
PREPARED BY CRISER
- ©
TROUTMAN TANNER
- -
AND DATED AUGUST 13,
_
2010
_
- ,
i A
SILT F ENCE
-i �. f '. -!-♦ i / - - ram/ �f 1 \ \ . -;
• l
TYPICAL DETAIL ALL BERMS 6"X6•X5' - 3' BURIAL DEPTH
DETAIL 2 A T� SIR PACED CAB E0 O DE
TIED TO THE POST NEAR THE
GROUND SURFACE. POSTS
TO ACT AS TIE IN SUPPORTS
AND DO NOT SUPPORT THE
WEIGHT OF THE FLOATING
CURTAINS.1 VARIES 77
$g"�i
BDTTOM OF
t S BAD • (-)2.0'
���j
EA 12 GAGE ASPHALT COATED CORRUGATED
STEEL FOR DA 94 10 GAGE ALUMINUM %�
N.F.S. FOR )A 26
INSTALL ANTI -SEEP COLLAR
WITH CORRUGATIONS VERTICAL
s" o. c.
N ry
Z _
!� 10"
`-1/2" X 2' SLOTTED A
HOLES FOR 3/8" DIA. BOLTS
NOTE:
ONE HALF OF ANTI -SEEP COLLAR SHOWN OTHER
HALF SAME EXCEPT SLOTS ARE VERTICAL_
EUDM
N.T.S.
ANTI -SEEP QQUM WA
N.T.S.
NOTES:
1) UNASSEMBLED ANTI -SEEP COLLARS SHALL BE MARKED 6Y PAINTING OR TAGGING WHEN
NECESSARY TO IDENTIFY MATCHING PAIRS OR TAGGING WHEN NECESSARY TO IDENTIFY
MATIORK 'AIRS TO SECURE A PROPER INSTALLATION.
2) A 3/4' X 1" WI07M NEOPRENE GASKET SHALL BE INSTALLED AT THE LAP BETWEEN 'THE
TWO HALF SECTIONS AND BETWEEN THE PIPE AND COUPLING iBAND. THESE LAPS SHALL
ALSO BE CAULKED WTH BITUMINOUS MASTIC AT THE TIME OF INSTALLATION.
3) ALL WELDS AM HfAT AFFECTED AREAS ON ZINC COATED METAL SHALL BE THOROUGHLY
CLEANED AND TREATED IN ACCORDANCE WITH ASTM A760.
TOP OF OUTFLOW
CONTROL MEASURE
0 12.00'
<I of
3" X 3" 7 GAGE CHANNEL
c • j
o '
z
Ci
SQUARE TUBING 15 2" X 2" X 1/4" [TYP.]
a 4
�1)6" DIA. STEEL PIPE (BOTTOM) 0 4'0, (1)6" DIA. STEEL PIPE
STUB FOR PASSIVE STUB FOR PASSIVE
SKIMMER PIPE INVERT -�
SKIMMER
O 4.0'
SPUMY EL (2)10• DIA. STEEL PIPE STUBS FOR
N.T.S. CONNECTION
ON TO (2) 10" HDP. EFFLUENT PIPES
TYPICAL FLASH BOARD RISER DETAIL
W.ETEFFLUENT PIPE BELOW THE NWL OF DETAIL 2 B
C IG STREAM I L
CONSTRUCT OUTER
WIDTH VARIES IS ACC
0 2.1 SLOPE MINIMUM
12" TYPICAL
SECTION A -A
I #]
us
FLOATING CURTAIN DETAIL
DETAIL 2C — N.T.S.
CONTRACTOR TO BUILD ELEVATED WALKWAY
TO OUTFLOW CONTROL MEASURE. (MAY BE
SUBSTITUTED WITH GRAVEL APRON WALKWAY
TO OVERFLOW CONTROL MEASURE)
CONTINUE INTERJCR SLOPE 0 2.1
WIDTH VARIES PER TREE LOCATION
NEW SPILLWAY RISER 161TH 96' WEIR AND 36" STUB OUT
— 6' X 6" TO GAGE CORRUGATED STEEL PLATE (TYP.)
SLOPE STABILITY ANALYSIS, TOP OF
STABILIZATION0'
CAPACITY HILLCREST PACITY AND BASIN BERM 0 14.TOP OF OUTFLOW CONTROL MEASURE 0 12.0'
DISPSOAL SITE - PHASE 1-
CANAL DREDGING - TOWN Of'
SOUTHERN SHORES-, DATED m ' Jx
AUGUST 13, 2010 2 i] BOTTOM OF OUTFLOW CONTROL MEASURE WEIR a 8:0'
1 r lPOLY TI
1 Z is
MEMBRANH ENO —
r -r I
k + " r? l rr, f! r r f s' j r F cOA7IMG `PA¢Sstw SIPHON
.'l , } TO BE USED WNEN NOT
T T ! ! l n j �`: i r' i i` ACTINE,LY D EETGING
el
THE PASSIVE SIPHON WILL
a , ` : U+— f j (� ' �, ! r , f : SIPHON THE CLEAR WATER
-- -- '• % r r + r r DURING NON -ACTIVE DREDGING
+ �{' HOItRS. THIS DRAWING OF TILE
O O ' -s- f,' t r
c _ j I T ` _rr- %j J� l J Jf� f l POLISHING POND WILL II+ICREASE
� 2 r ? j f f , �� ri' THE EFFICIENCY
IVVE THE EDGIGING
HOURS
J�QQ% (2) 10' HDPe PIPES = -- + -- /111 e`!
+ ANTI -SEEP COLLAR - + + ' i / 1 j/ f fliF
-- 1Qt4f (i) PER EFFLUENT
PEE f BOTTOM ODREi bGN�TAk ET
_ 5' LEDGE ' ? r AREA - WIDTH VARIES SEE PLAN SI#EE T'
- _I_ } } _ _ j _ "� 3- 3 OF 6777
f
OUTFLO
r r
4" 3 'BOLT GALV. '
t.
" t
rt • " /;' y, �! + � r ! `1���' '' � �i' / J J (/ ' ° f GUY CLAMP (Typ j
/� �\/ %% �✓ ir' /fit \y ''+ = / %/ , j !� t + l f f ! : r
,
is p =--
i ,' yt,"s��;?. /1 /\ 11�••��-{ _ .�,�! ,�- „/l f i ./ /�; j!j `�/`/� ,` `.2r
i i/„$ - /- r•i t - /�„�1 �! ! �..•-� - " .r NIMBLEYE Ntd-1 MICH SCREW M04OR�..TTP.
� s
DETAI
ell) fl
SPILLWAY AW"
SF
NOTES: \ a ,*
1. THE CONTRACTOR SHALL FURNISH AND INSTALL FOUR ANCHORSt-
/,
TVrn ON EACH SIDE OF RISERS AS SHOWN
2 ANCHORS, GUY t,`I.RMPS AND GALVANIZED STEEL STRAND SHALL
BE MANUFACTURED BY A.B. CHANGE CO CETITR 4UA, WD, OR APPROVE-- EQUAL
3. ALL CONNECTING HARDWARE MALL BE GALVANi= AND APPROVED B" / t � t ✓� ! 1 • `
THE CONTRACTING OFFICER.
BERM DESIGN BY CRISER
TROUTM.AN TANNER, SEE
REPORT ENTITLED "BERIM
Z