122-03 Oversized Plans

1�
17
17
AIL)-
AIWW
MONKS
ISLAND
ATLANTIC OCEAN
I( �I U01111k
C 0 JLN AIL .A!LR 0
0
mm
BRUNSWICK COUNTY,
W ow �1 camum
40
t'
OWNER:
u
NORTH
MR. TOMMY THERRELL
1712 RUBEN ROAD
MONROE, NORTH CAROLINA 28112
[phone]
CAROLINA
SHEET SCHEDULE
1-COVER SHEET
2-BASE PLAN
3-SITE PLAN
4-GRADING PLAN
5-EROSION CONTROL PLAN
6-UTILITY PLAN
7-DOCK SYSTEM
8-CANOE DOCK
9-DETAIL SHEET
10-DETAIL SHEET
jUN 1 1 2W3
DIVISION OF
EAST COAST -ENGINEERING
COMPANY, P.A.
Shallotte, North Carolina 28459
4918 Main Street - P.O. Box 2469
910.754.8029
T'hu &v*-mg sbaH not be reprodumd m wbok or m pw wAKM
vriUm pwmiss of Fm Cow EogkwmiW Campmy, P.A.
MONKS ISLAND
ECEC PROJECT NO. 0515

PROPERTY BOUNDARY
COURSE BEARING DISTANCE
L-1
S
71'33'38"W
36.01'
L- 2
S
44' 16' 12 "W
81.00'
L-3
S
08'57'48"W
47.14'
L-4
S
29'40'57"E
34.91'
L-5
N
45'30'16"E
15.11'
L-6
S
60' 13'32"E
17.07'
L-7
N
65'08'54"E
28.46'
L-8
N
46'50'21 "E
46.91'
L-9
N
59' 16'32"E
22.39'
L-10
S
23'43'23"E
24.80'
L-11
S
24`56'34"W
30.23'
L-12
S
43'32'45"W
49.49'
L-13
S
67'39'59"W
31.95'
L-14
N
77' 48' 15"W
28.72'
L-15
S
44`03'00"E
15.54'
L-16
S
39'25'39"E
46.51'
L-17
S
31'46'41 "W
21.69'
L-18
S
55'58' 11 "W
60.02'
L-19
S
43' 12'33"W
49.59'
L-20
S
62'42'41 "W
63.04'
L-21
S
62'00' 14"W
77.64'
L-22
S
54' 13'23"W
51.43'
L-23
S
58' 17'45"W
45.57'
L-24
S
56' 14' 15"W
67.93'
L-25
S
39'52'31 "W
28.82'
L-26
S
25'51' 18"W
21.85'
L-27
S
31`44'43"W
14.18'
L-28
S
53' 1 O' 12"W
45.04'
L-29
S
72'39' 16"W
31.57'
L-30
N
66'35'48"W
36.83'
L-31
N
68'43' 14"W
56.67'
L-32
N
88'45'52"W
43.88'
L-33
S
89'20' 13"W
56.59'
L-34
S
71'37'19"W
32.67'
L-35
S
63'19'53"W
67.63'
L-36
N
75'11'55"W
58.76'
L-37
N
40'03' 16"W
67.16'
L-38
N
27'51'42"E
34.72'
L-39
N
29' 14'03"E
30.05'
L-40
N
50'00'23"E
33.62'
L-41
N
82' 13'54"E
61.94'
L-42
N
67' 17'05"E
19.59'
L-43
N
08'27'33"E
13.44'
L-44
N
16'07'08"W
36.20'
L-45
N
02'34'50"E
61.19'
L-46
N
18' 13'52"E
38.06'
L-47
N
06' 19' 12"E
71.85'
L-48
N
10*37'23"W
62.34'
L-49
N
20'04'56"W
44.94'
L-50
N
33'05'08"E
14.46'
L-51
N
22'11'46"W
23.38'
L-52
S
87'38'29"W
14.72'
L-53
S
33'56'31 "W
31.98'
L-54
S
73'56' 13"W
14.96'
L-55
N
19'47'37"W
11.58'
L-56
N
34'04' 17"F
47.47'
L-57
N
15'49'45"W
10.43'
L-58
N
45'05'42"E
30.76'
L-59
N
87'22'10"E
30.52'
L-60
N
38'06'57"E
117.65'
L-61
N
41'58'55"E
138.92'
L-62
N
56'37'01 "E
135.22'
L-63
N
68'05'21 "E
149.70'
L-64
N
68'05'21 "E
121.22'
LINES 1 THRU 64 REPRESENT MEAN
HIGH WATER (ELEVATION = 2.9 MSL)
THESE POINTS WERE LOCATED 2/15/00
404 WETLANDS/LANDWARD
LIMIT OF
COASTAL MARSH
WETLAND A
WETLAND B
0.06 AC
0.01 AC
COURSE
BEARING
DISTANCE
COURSE
BEARING
DISTANCE
L-1
S
35'52'22"W
22.19'
L-56
S
74'24'54"W
51.94'
COURSE
BEARING
DISTANCE
COURSE
BEARING
DISTANCE
L-2
S
30'50'29"W
21.00'
L-57
S
86'1322"W
52.32'
L-3
S
3544'08"W
32.59'
L-58
N
80'31'56"W
58.85'
L-1
N
76'42'27"E
28.71'
L-16
N
63`41 19 E
22.36 '
L-4
S
22'49'09"W
27.81'
L-59
N
60'23'16"'W
44.06'
L-2
N
74'07'47"E
37.25'
L_ 1 1
N
40`07'430E
20.33'
L-5
S
5644'29"W
27.29'
L-60
L-61
N
N
45'48' 14"W
65'03'204E
37,22'
34.47'
L-3
N
73'02'19"E
24.77'
L-18
N
36'09'24"W
15.21'
L-6
S
48'13'00"W
18.67'
L-7
S
13*10'59"W
16.52'
L-62
N
58'18'39"E
35.25'
L-4
N
89'58'52"E
24.87'
L-19
S
41'00'37"W
25.56'
L-8
S
13'39'32"W
49.83'
L-63
N
39'48'22"E
35.38'
L-5
N
75'59'09"E
22.62'
L-20
S
42'17'41 "W
23.07'
L-9
S
24'4322"W
30.55'
L-64
N
07'00'54"E
38.60'
L-6
N
67'33'47"E
31.83'
L-21
S
"
21'OZ 04 W
1 1.4$ '
L-10
S
26'30'09"W
28.32'
L-65
L-66
N
N
35'22'24"W
28'03'06"E
26,80'
34.78'
L-7
N
14'51'29"W
7.51'
L_22
N
52'42'18"E
15.40'
L-11
S
22'10'45"W
31.36'
L-12
S
39'05'52"W
20.33'
L-67
N
06'46' 154W
30.21'
L-8
S
83'48'56"W
29.95'
L-13
S
35'36'41"W
23.51'
L-68
N
06'19'59"E
40.72'
L-9
S
71'31'14"W
36.46'
L-14
S
08'00'46"W
8.15'
L-69
N
01' 12'39"E
27.29'
L-10
S
80'06'20"W
40.72'
COURSE
BEARING
DISTANCE
L-15
S
78'09'32"E
19.36'
22.09'
L-71
L-72
N
N
46'32'49"W
01'48'08"E
22.35'
29.12'
L-11
N
89'29'24"W
22.21'
L-23
S
42'58'45"E
75.15'
L-16
L-17
S
N
84'57'16"E
59'49'17"E
10.97'
L-76
S
87'5558"E
14.32'
L-12
S
83'09'07"W
33.93'
L-24
S
04'57'55"E
67.41'
L-18
N
59'46'50"E
22.96'
L-77
N
01'57'51"E
25.34'
L--13
N
83'18'05"W
23.69'
L-19
N
60'4757"E
27.53'
L-78
N
02'07'16"W
26.13'
L-14
S
04'19'40"W
15.21'
L-20
N
79'00'33"E
14.90'
L-79
L-80
N
N
43'05'13"E
36' 11'33"E
34.12'
23.99'
L-15
S
64'58'02"E
25.68'
L-21
N
48'28'33"E
19.15'
L-22
N
80*28'11 "E
32.90'
L-81
N
42'03'32"E
46.81'
L-23
S
3344'32"E
19.15'
L-82
N
01'1322"W
23.34'
IIVTRACOASTAL WATERWAY
L-30
S
49'16'04"W
30.80'
L-83
N
01'40'05"E
38.71'
L-31
S
54'30' 15"W
23.75'
L-84
N
03'55' 17"W
33.54'
N
01'19'14"w
4.30'
L-32
S
52'24'12"W
47.86'
L-85
N
08'01'12"W
25.78'
42.16
22 70
404 VVETLANDS/LANDVVARD
L-33
S
48'57'30"W
34.55'
L-86
N
10'00'39"E
15.41'
L-61
L-62
LMT OF COASTAL MARSH
L-34
S
6Y41'02"W
47.79'
L-87
N
50'51'29"E
47.50'
A°'
32.46'
95.58,
-`L
L-35
S
60'02'41 "W
61.34'
L-88
N
56'33'27"E
29.76'
L-58
l�
96.76
/4j6 L-I 7
88
5 34'
L-36
S
72'22'58"W
38.61'
L-89
N
59'46'04"E
33.37'
��59 'o0
L-60
85,19'
L-8g
So 8
'� .
L-37
S
89'08'05"W
9.83'
L-90
N
71'52'45"E
35.83'
L-56
�'
�� 1°2
�79
�"
90'�.� C,6
3
L-38
N
87'12'33"W
22.32�
L-91
N
66'04'53"E
48.52�
�'�
L-101
��`�
^�
C`,``
L-39
S
70' 17 33"W
47.04
L-92
N
7924 12 E
44.34
��S
L-97
?
L-40
S
73'16'25"W
36.22'
L-93
N
73'56'20"E
45.85'
L-41
S
74'05'25"W
28.03'
L-94
N
67 21'22"E
50.95'
�% ,gel,
L-42
S
32'40'45"W
20.24'
L-95
N
59000'05"E
32.52'
L-43
S
84'20' 16"E
37.99'
L-96
N
51'22'58"E
40.20'
J)
4
L-44
N
71' 14'26"E
15.82'
L-97
N
57'09'30"E
16.14'
`-
L-45
N
35'09'04"E
23.83'
L-98
N
74'31'04"W
50.78'
a
L _9
L- s
L-46 N 78' 18'07"E 37.19' L-99 N 05' 18'03"E 12.69'
L-47 N 74'33'57"E 22.34' L-100 N 86'20'52"E 38.41'
L-48 S 20'44'32"W 8.76' L-101 N 41*11'36"E 33.00'
L-49 S 63*21'09"W 44.97' L-102 N 2644'12"E 22.10' /
L-50 S 70'32'58"W 29.60' L-103 S 80'32'13"E 44.74' ,5
L-51 S 541326"W 40.34'
L-52 S 20'57'02"W 56.04'
L-53 S 82'33'20"W 41.89'
L-54 N 77'46'36"W 74.58'
L-55 N 5113'32"W 20.64' /bo'
Ov� �.'k6 6 u 0)
OD
3
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�► " ►°' 2z z 'n z b
co to 'i
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L-40 4�' L�66 z Go
9
(0 3.55 AC 1.75 AC 1.49 AC 1.43 AC 2.88 AC
40
W)
0 `O
to
r L �' 404 WETLANDS/LANDWARD
M r 6 IMIT OF COASTAL MARSH
o' L-62 L-63
T-19-5 NIR ON LINE NIR ON LINE N 47'28'44"E NIR ON UNE NIR ON LINE T-19-1
_ _ _ N 75'34'24"E
- - INTRACOASTAL WATERWAY RW - - - - - - - - - - - -
150.55' - -------100.03'----- N 25.35'
----------------�
125.12 \)S•
!0
0
NIR ON LINE
L s �34 \ ► < Lgti
�V T-18-3`
. �L-6 L-���A I
NIR ON LINE /� I
NIR ON LINE / L-2 !
NIR SE
NIR ON LINE
. 2 WEEA
Tt AND B
\
1 1 0 1 L-20 *i
PROPERTY BOUNDARY
�L , �� �� -22 -.._�
404 WE LANDWARD LIMIT OF l �, I S <�,,> N .'8 i L-17 \ L-8 L-g
COASTAL MARSH I 0� 4- , ®` v�,�i Ili, -17 L`79 `\ �
-• -� -• - 404 WETLANDS �'2g ,27 �26 L L--24 �..
L-28 `23 L-22L_35 L-21
L- 3g 06, C 34 r� r I`� L-12
9.36'3._ . 3� L-3 7 L Q . wJ
C-20 46.7 IR ET
L-19 L-18 -1"I
L
SCALE: 1" = 5V
0 25 50 100
This drawing shall not be mrodwed in whale or in part wilt"
written pmmiWon of East Coast EnIginming ComQanY, P.A.
13.82'
SHALLOTTE RIVER
:W
�Iv
NIR SET
,
SE CORNER OF LOT 11 /
EARL DELLA BEACH
MAP BOOK 4-PAGE 9 /
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NC GRID COORDINATES
N 59,170.43338
E 2,188.785.46229
NAD 27
N/F
McKEE C. ET HILDA C. PIGOTT'
7F
'--N 40' S5' 51 "W JCEHV
� � � l�11
58.23' J U N 1 1 2003
I)WISION OF
' A, i A L MANAGEMENT
SURVEY tNFORMA770N PROVIDED BY TOMPKINS LAND
SURVEYING WITH THE FOLLOWING NOTES:
NOTES
1 AREA BY COORDINATES.
2 PROPERTY IS SUBJECT TO ANY AND ALL RESTRICTIVE COVENANTS
EASEMENTS AND MINERAL RIGHTS RECORDED AND
UNRECORDED IN THE BRUNSWICK COUIV' Y REGISTRY.
3 PROPERTY IS LOCATED IN A VE FLOOD ZONE.
4 IRON RODS PLACED AT ALL CORNERS UNLESS OTHERWISE NOTED.
5 PROPERTY SUBJECT TO ALL ZONING REQUIREMENTS OF
BRUNSWICK COUNTY NC
8 CAMA LINE AND 404 WETLAND LINE LOCATED BASED ON
FLAGS AS SET BY LAND MANAGEMENT GROUP DEC. 2001
7 ALL ELEVATIONS BASED ON NGVD 29 MEAN SEA LEVEL DATUM.
SURVEYING DATED JULY 10, 2001. NOTE FOR BEARING/DISTANCE
DATA SEE MAP BY TOMPKINS LAND FOR GRID TIE SEE MAP
DATED JULY 10, 2001
•
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Dear. 09 APR 03
Scale: 1" = Sa
Drawn By: EINN
Cbecked By: DBB
THIS PLAN IS NOT ISSUED R
CONSTRUCTION WITHOUT
AFFlXED CORPORATE SEAL.
Sheet 2 of 10
ECEC PROJECT NO.0515

-----__
- - - - _ _ ___ _ 80' SETBACK LINT
SITE PLAN NOTES: 80'W
t) NO GRADING TO OCCUR J'OR CONSTRUCTION OF BOARDWALK. BOARDWALK. TO BE LEVEL
WITH EXISTING GRADE ON LANDWARD EDGE AND CONSTRUCTED ON PILINGS ON
WATERWARD EDGE. HANDIAILS TO BE CONSTRUCTED ON WATERWARD EDGE OF
BOARDWALK FOR SAFETY.
2) 404 WETLANDS AND LANIIWARD LIMITS OF COASTAL MARSH AS FLAGGED BY LAND
MANAGEMENT GROUP, INC. IN DECEMBER 2001.
3) SAND CART PATH TO BE CONSTRUCTED USING A 6" CELLULAR CONFINEMENT SYSTEM, 8' x
29 PANELS. CELLULAR CONFINEMENT SYSTEM TO BE FILLED WITH ON -SITE SAND
REINFORCED WITH TURF GRID 360 GEOFIBERS MANUFACTURED BY GEO SPEC, INC.
MANUFACTURER RECOMMI'NDS 1.25 - 1.5 LBS OF FIBERS PER CUBIC YARD OF 6" DEEP SAND.
PROPOSED DOCK SYSTEM
WATERWARD LIMIT OF
COASTAL MARSH --
y
�/
2N x 2T GAZEB0
WITH 26, x 24' ROOF
15' UTILITY EASEMENT TO BRUNSWICK ELECTRIC
MEMBERSHIP CORPORATION (BEMC), ATLANTIC TELEPHONE
MEMEBERSHIP CORPOItATION (ATMC} AND FUTURE HOM
OWNERS ASSOCIATION FOR MONKS ISLAND.
I O' WIDE WOODEN BOARDWALK.
(SEE SITE PLAN NOTES AND DETAIL)
SPAN DREDGE FINE SLEEVE WITH BOARDWALK.
DO NOT BLOCK SLEEVE WITH PILINGS.
US ARMY CORPS OF ENGINEERS'
DREDGE PIPE SLEEVE.
MEAN HIGH WATER Otis
(MiiVV) 2.9' MSL SO4
f
30' SETBACK
FROM MHW
t
3V x 4V UNCOVERED DECK
US ARMY CORPS
CONSTRUCTION,
I
i
LANDWARD LIMIT OF
DISTURBANCE AS FLAGGED
DURING SITE VISIT WITH U.S.
ARMY CORPS OF ENGINEERS
IN NOVEMBER 2002.
99 APPROXIMATE CENTERLINE OF AIWW (SCALED)
80'
80' SETBACK LINE
------------------------
INTRACOASTAL WATERWAY
WATERWARD LIMIT
— �OF COASTAL MARSH
.r 404 WETLANDS i LANDWARD
LIMIT OF COAVTAL MARSH
Ilj •�' \
OF ENGINEERS'
RTrRANCE.
LIMIT OF AREA OF \
ENVIRONMENTAL CONCERN
2V x 2V UNCOVERED DECK
REDUCE BOARDWALK END OF BOARDWALK
•. FROM 10' T'O 8' IN WIDTH �
T-19-5 INTRACOASTAL ATERWAYRW--------------
\------------- ------ --- p-----------------------------------
---------------------------
---------------
- 8' SAND CART PATH �^ — — — — — —1
404 WETLANDS /LANDWARD ` \ (SEE SITE PLAN NOTESi� `.
LIMIT OF COASTAL MARSH `\ •1� \ \ AND DETAILS / > i
' )
LIMIT' PROPOSED
\ i P S ENCE i' I0' UTILITY EASEMENT TO EMC, ATMC, ► ESTDEN
PROPOSED 5W x 5W HELICOPTER
PAD (DESIGN BY OTHERS)
PROPERTY BOUNDARY / MEAN HIGH WATER (MHW) 2.9 MSL
404 WETLANDS/ LANDWARD LIMIT OF
COASTAL MARSH
--�-� --• -- 404 WETLANDS
- WATERWARD LIMIT OF COASTAL MARSH
JO' SETBACK FROM MHW
-- --- -- LIMIT OF AREA OF ENVIRONMENTAL CONCERN
Phis drawing shall not be reproduced in whole or in part widKm
written permission of East Coast Engume ing Company, PA
-- i
PROPOSED
RESIDENCE
i
y� •` 1 �� AND FUTURE HOME O S ASSOCIATION
' ► `� i FOR MONKS ISLAND.4�pl - �1*1_ IP 1-1 I I
�Otb `
SCALE: V — 59
0 25 50 100
1
I I
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I i
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I I
r 4
PROPOSED I
RESIDENCE
I
\ "N404
w�
—� 6' PIER
WATERWARD LIMTI
OF COASTAL MARSH__'ft-A--*_
CENTERLINE '^
WATERWARD LMT
OF COASTAL MARSH
41
T-18-3-
J U N 1 p3
DIVISI° o, _iF
COASTAL fVIA A' GEM N.IT
_ 1
r�
s
SHALLOTTE RIVER
APPROXIMATE CENTERLINE OF INTRACOASTAL WATERWAY CANAL
SCALED BY TOMPKINS LAND SURVEYING FROM U.S. ARMY CORPS
OF ENGINEERS MAP.
�—PROPOSED FLOATING CENTERLINE OF SHALLOTTE RIVER SURVEYED BY TOMPKINS LAND
CANOE DOCK SURVEYING.
MLW - 1.99 MEAN SEA LEVEL NGVD 29
F��-TT+-��1
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ON
Dine: 09 APR 03
Scale: 1" — 50'
Drawn By: EMN
Checked By: DBB
THIS PUN IS NOT ISSUED F+
CONSTRUCTION WITHOUT
AFnXED CORPORATE SEAL.
H
AL
Foe
rrrrrrrrr��',
Sheet 3 of 10
BCBC PROJECT NO.0515

STORMWATER DATA TAFILE
TOTAL PROJECT AREA = 11. l l AC
PROJECT AREA OUTSIDE RIGHT-OF-WAY = 4.25 AC
PROJECT AREA WITHIN AREA OF ENVIRONMENTAL CONCERN (AEC) = 4.30 AC
PROPOSED UPLAND DEVELOPMENT
PERVIOUS STRUCTURES = 5,130 SF
UNCOVERED DECK IN R/W = 1,200 SF
BOARDWALK != 3,530 SF
UNCOVERED DECK FOR CANOE DOCK = 400 SF
IMPERVIOUS STRUCTURES = 25,615 SF
LOT 1 = 3,500 SF
LOT 2 = 3,500 SF
LOT 3 = 3,500 SF
LOT 4 = 3,500 SF
LOT 5 = 3,500 SF
CART PATH = 5,615 SF
HELICOPTER PAD = 2,500 SF
PERCENT IMPERVIOUS FOR TOTAL PROJECT AREA = 5.29 %
PERCENT IMPERVIOUS OUTSIDE RIGHT-OF-WAY =13.83 %
PROPOSED IMPERVIOUS STRUCTURES IN AEC = 3,065 SF
HELICOPTER PAD =1,865 SF
CART PATH = 1,150 SF
LOT 5 = 50 SF
PERCENT IMPERVIOUS WITHIN AEC = 1.64%
FOOTPRINT OF HOUSES SHOWN ARE FOR
EAAMPLE. HOUSES WILL BE CONSTRUCTED BY
OTHERS.
STORMWATER FROM ALL IMPER P70US AREAS TO
SHEET FLOW ACROSS SITE.
39 x 49 UNCOVERED DECK
3,529 SF WOODEN
BOARDWALK
/ \ �0
INTRACOASTAL \'
WATERWAY RW - - - - - - -'�
PROPERTY BOUNDARY / MEAN HIGH WATER (MHW) 2.9 MSL
404 WETLANDS/ LANDWARD LIMIT OF
COASTAL MARSH
-� - 404 WETLANDS
- - - WATERWARD LIMIT OF COASTAL MARSH
30' SETBACK FROM MHW
- - - - - LIMIT OF AREA OF ENVIRONMENTAL CONCERN
t0------ EXISTING CONTOURS
20 PROPOSED CONTOURS
"his drawing shall not be reproduced in whole or in part without
vritten permission of East Coast EnginverinIg Company, P.A.
2,3W SF
HELICOPTER PAD
REMNANTS OF OLD
SOUND CHANNEL
i
LANDWARD LIMIT OF INTRACOASTAL WATERWAY
DISTURBANCE AS FLAGGED
DURING SITE VISIT WITH US -
ARMY CORPS OFENGINEERS. ____ _----__ _ ___--------------------- - -_-
7/7f/,
77/77
\ \Y,7-
`\ J
vj/
I ( (� SEE INSET FOR
I i I PROPOSED CONTOURS
.\ J
_23—
� III I I \ \ \ N� , �_ _---__✓- � __ _
INSET I
SCALE: I" = YY \ I
0 15 30 60 I I
t \
's
t /
\ ✓` �..� � ��\�� � ., --; _- -- � \
F \ \
SHALLOTTE RIVER
\r/
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00
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00
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con "..4
•li cd �
cas
I.
I
_ JI JIJN t 12003
DI V IO,ION OF
COASTAL MANAGEMEN
SCALE: 1" = SY
0 25 50 too
/ f BERM TO BE
/ I REMOVED
C N
a
a
94
Is,
DO . 09 APR 03
ScWc: As Shown
_ Drawn By: EMT,
Cheep By: 288
THIS PLAN IS NOT ISSUED F
— ` 1 CONSTRUCTION WITHOUT
I AFFIXED CORPORATE SEAL.
Sheet 4 of 10
ECEC PROJEI- F NO. 0515

v
SEDIMENTATION AND EROSION CONTROL PLAN NOTES:
1) NO GRADING TO OCCUR FOR CONSTRUCTION OF BOARDWALK. BOARDWALK TO BE
LEVEL WITH EXISTING GRADE ON LANDWARD EDGE AND CONSTRUCTED ON PILINGS ON
WATER WARD EDGE.
2) EXISTING BERM TO BE REMOVED. GRADE TO TIE INTO EXISTING GRADE AT
LANDWARD EDGE OF BERM (23' - 24' MSL). POSITIVE DRAINAGE TO BE MAINTAINED FROM
LANDWARD EDGE OF BERM TO TOP OF PROPOSED REINFORCED SLOPE. ALL MATERIAL
FROM EXISTING BERM TO BE USED FOR CONSTRUCTION OF REINFORCED SLOPE.
3) SLOPE TO BE REINFORCED WITH GEOTEX 4 x 4 OR APPROVED EQUAL. FACE OF SLOPE
TO BE STABILIZED WITH TAN OR SAND COLORED PYRAMAT (SEE DETAILS).
4) NO MATERIAL TO BE BROUGHT ON SITE FOR FILL. PERMISSION HAS BEEN GRANTED BY
THE U.S. ARMY CORPS OF ENGINEERS (USACOE) FOR USE OF SPOILS IN RW. CONTRACTOR
MUST COORDINATE WITH USACOE, NAVIGATION BRANCH TO DETERMINE EXACT
LOCATION AND AMOUNT OF SPOILS THAT MAY BE USED.
5) FOOTPRINT OF HOUSES SHOWN ARE FOR EXAMPLE. HOUSES TO BE CONSTRUCTED BY
OTHERS IN THE FUTURE.
R'
CONFINEMENT
SYSTEM. 8' x 29 PANELS.
PLAN
FINISHED GRADE
6" CELLULAR �`•
CONFINEMENT SYSTEM
6" ON -SITE SAND REINFORCED WITH
TURF GRID 360 GEOFIBERS.
O EXCAVATE FOR LEVEL BASE TO A LENGTH ADEQUATE FOR REINFORCEMENT
EMBEDMENT. MANUFACTURER RECOMMENDS A MINIMUM LENGTH OF 75%
OF THE HEIGHT OF THE REINFORCED SLOPE.
O PLACE FILL AND COMPACT. MAXIMUM 18" LIFT AFTER COWACTION
RECOMMENDED BY MANUFACTURER
O INSTALL FIRST LAYER OF REINFORCEMENT WITH ROLL Dg1.ECTION
PERPENDICULAR TO SLOPE FACE.
0 PULL REINFORCEMENT TIGHT, KEEP TENSION APPLIED UNTIL REINFORCED
FILL IS PLACED, STAPLES OR STAKES MAY BE USED TO MAINTAIN TENSION.
0 CONTINUE SLOPE CONSTRUCTION UNTIL FULL HEIGHT IS RJiACHED.
0 PLACE FINAL REINFORCED FILL AND TOPSOIL.
o CONSTRUCT ANCHORAGE TRENCH FOR EROSION CONTROL MATTING.
0 PLACE EROSION CONTROL MATTING, BACKFiLL AND COMPACT TRENCH.
-71
i�
LIMIT OF DISTURBANCE = 1.8 AC
/
i
2" BASE OF ON-SrrE SAND
LANDWARD LIMIT OF
DISTURBANCE AS FLAGGED
DURING SITE VISIT WITH U.S.
ARMY CORPS OF ENGINEERS.
GEOTEX 4 x 4 OR APPROVED EQUAL, INSTALLED
PER MANUFACTURER SPECIFICATIONS
TAN OR SAND COLORED PYRAMAT TRIM,
ANCHORED PER MANUFACTURER SPECIFICATIONS
VEGETATE SLOPE WITH SEA OATS OR OTHER 1
VEGETATION PER SEEDING SCHEDULE
ORIGINAL GRADE - 1
INTRACOASTAL WATERWAY
- EMBEDMENT, L —
L = MINIMUM 0.75 x H
ANCHORAGE TRENCH INSTALLED PER MANUFACTURER SPECIFICATIONS
/ - FINISHED GRADE , --- SUBGRADE
I MEN I
M10, Ad
MAXIMUM 18" LIFT AFTER
COMPACTION RECOMMENDED
BY MANUFACTURER
THIS DETAIL IS AN EXCERPT OF INFORMATION PROVIDED
BY SI GEOSOLUTIONS. CONSULT MANUFACTURER FOR
INSTALLATION SPECIFICATIONS.
ANCHORAGE TRENCH IN%TALLER PER MANUFACTURER SPECIFICATIONS
REINFORCED SLOPE CROSS SECTION
NOT TO SCALE
M
I f
NOTE: MANUFACTURER RECOMMENDS 1.25 - 1.5
LEIS OF FIBERS PER CUBIC YARD OF 6" DEEP SAND.
PROFILE i0�'�
SO / '/n2 3 1 1 4 p
/
GOLF CART PATH '
NOT TO SCALE r ,
/
� 1
100 LF OF Y REINFORCED SLOPE.
l END OF REINFORCED SLOPE TO /
`TIE INTO EXISTING GRADE AT A
MINIMUM 3:1 SLOPE. J
INTRACOASTAL---------------- ----- �------- --------�-------------------------------------------------------- ------
WATERWAY-k-V - - - - - - I �,, � - - - - 11
I
1 \ i
\ � ` APPROXIMATE I I ► . -- �---
41 \ / OF EXISTING BERM
•
— —
BERMTOB
E RL'MO
�TS0
0 VED
PROPERTY BOUNDARY / MEAN HIGH WATER (MHW) 2.9 MSL
404 WETLANDS/ LANDWARD LIMIT OF
COASTAL MARSH
-* --w --• -- 404 WETLANDS
- - - - - LIMITS OF DISTURBANCE
- - -LIMITS OF 1: 1 REINFORCED SLOPE
SCALE: I" - 50'
0 25 50 100
This drawing shall not be reproduced in whale or in Port without
written permission of East Coast Engmewing Company, PA
4� REWOP
SLOPE,
TRANSITION
'a
wto I �_v �__ ii I I \
TEMPORARY.)
SILT FENCE
�• I
I I
L------J
BERM TO BE
REMOVED��
�l
.J
EXISTING BERM TO BE REMOVED
(SEE SEDIMENTATION AND
EROSION CONTROL PLAN NOTES)
20 LF REINFORCED t
SLOPE, TRANSITION j
00 F 31 OpB
gEINFOR FX jST 4G
la
T 20' MSL'
.J
N
UPPER LIMIT OF
PROPOSED 1:1
REINFORCED SLOPE
LOWER LIMIT OF
PROPOSED 1:1
REINFORCED SLOPE
41
7 T IN
DIVI::. .o OF
COASTAL Iv-1 `,.,?A("E VIENT
W C1
.00 N
► N 0
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OON
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Daft: 09 APR 03—
Scale• 1" — SW
I)rs" By: EMN
Chocked By: DBB
THIS PLAN IS NOT ISSUED F
CONSTRUCTION WITHOUT
AFFD(ED CORPORATE SEAL.
Sheet 5 of 10
BCEC PRONCT NO.0515

FOR CONNECTION OF 6" SDR 21 PVC WATERLINE TO 6" SDR 9
HDPE PIPE, PROVIDE RESTRAINING GLANDS AT ALL
MECHANICAL JOINTS FROM HDPE PIPE UP TO AND JNCLUDM
BOTH SIDES OF GATE VALVE, FIRST & SECOND BELL OF SDR 21
PVC PIPE TO BE RESTRAINED USING BELL RESTRAINTS.
INTRACOASTAL
_.WATERWARW------
—"—�- PROPERTY BOUNDARY / MEAN HIGH WATER (MHW) 2.9 MSL
404 WETLANDS/ LANDWARD LIMIT OF
COASTAL MARSH
404
its drawing shall not be reproduced in weak or in part without
Men permission of East Coast Engi mr*g Company, P.A.
15' UTILITY EASEMENT To BRUNSWICK ELECTRIC
MEMBERSHIP CORPORATION, ATLANTIC TELEPHONE
MEMBERSHIP CORPORATION, AND FUTURE HOME
OWNERS ASSOCIATION FOR MONKS ISLAND
SCALE: I" - 50'
0 25 50 100
I
i
I
I
I
I
I ,
I
I
I
I
i
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INTRACOASTAL WATERWAY
6" SDR 9 HDPE WATERLINE
BY DIRECTIONAL BOKE
SHALLOTTE RIVER
lil
0
w
W
2
• ....MGMIJ41
scale: I. = 301
Drown By: EMN
C7 tcked By: DBB
0
x
a
u
x
N
x
0
z
h
0
U
U
3
x
as
THIS PLAN IS NOT ISSUED F
CONSTRUCTION WITHOUT
AFFlXFD CORPORATE SEAL.
Sheet 6 of 10
ECEC PROJECT NO.0515

NOTE FROM SURVEYOR: X -11.70 (-9.81)
BASED ON INFORMAmN OBTAINED FROM THE U.S.
DEPARTMENT OF COMMERCE NATIONAL OCEANIC &
ATMOSPHERIC ADMINISTRATION (NOAA), THE MEAN
LOW WATER (MLW) WAS DETERMINED TO BE -1.89 MEAN
SEA LEVEL (MSL) NVGD 29.
BASED ON INFORMATION OBTAINED FROM THE US
ARMY CORP OF ENGINEERS IN WILMINGTON, NC, LOCAL X -g_00 (-6.11) BOATLIFT (TYP) X-13.00(-11.11)
MEAN LOW WATER WAS DETERMINED TO BE -3.1 MSL, 1
WHICH IS USED FOR DREDGING PURPOSES. 1
INSTALL RAILING TO PREVENT
USE OF ENDS AS BOAT SLIPS
X -4.70 (-2.81)
X -0.55 (1.34)
L
X2.62 (4.51)SPOT ELEVATION
MSL (MLW)
G FIXED PIER
WITH RAILING
6" TO 8" PILINGS ONE
8' CENTERS (TYP) _21
�y
X -0.42 (1.47)
WATERWARD LIMIT OF
COASTAL MARSH
DOCK SPINE
311
PROFILE OF SECTION A -A!
1,50
0 0
0
O O
4'
X -2.00 (411) O
I x 105' FD{ED
DOCK SPINE
X -1.50 (-0.39)
INTRACOASTAL
X -11.30 (-�.41) WATERWAY
X -8.80 (.6.91)
X -9.10 (-7.21)
X -6.00 (4.11) X 4.00 (-2.11) X -8.00 (-6.11)
X -5.80 (-3.91)
15° °
"i 15, 15'0-1 39 30' 80' INTRACOASTAL WATERWAY
SETBACK LINE
0 0 0 0 0
® O © n
® l0 X -3.10 (-1.21)
O
0 0 0 0 O O 0 0
24'
-2.50 7
6' O o 4' O O 6'
4' 4' 4' USE OF ENSTALL DS AS BOAT SLIPG TO S
I S' x 24' GAZEBO w/
X -0.44 (1.45) 20' x 26 ROOFLINE
PILINGS FOR BOATLIFT ON 12.5' CENTERS
,E PLAN VIEW FOR LOCATIONS)
ING HEIGHT PER MARINE
NTRACTOR (TYP)
MHW (2.9 MSL)
MLW (4.89 MSL)
APPROXIMATE
AISTING GROUND
NG DEPTH PER
RIINE CONTRACTOR
SCALE: 1" = 10'
nig drawing shall not be reproduced in who* or in port without 20
written permission ast ermission of East Cog (bmpany, PA. 0 5 10
6'
6'x24'RAW
SECTION A -A'
(SEE PROFILE)
A
SASSPAN CREEK
MEAN HIGH WATER LINE (NO MARSH GRASS -
SHORELINE LINED WITH SHELL FRAGMENTS)
WATERWARD LIMIT OF
X -0.44 (1.45)
I V x 72' FLOATING
DOCK SPINE
/
r
i
r
/
/
r
/
r
r
/
/ EARL DELLA rr
BEACH i
X
X-0.34 (1.55)
SCALE: 1" = VY
0 5 10 20
r
r
11
/r
1
r
/
/
/
r
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/
r
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r
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/
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1
r
r
/
WATERWARD LAW OF
COASTAL MARSH
1
r
r
/
r
r
/
r
/
r
/
r
r
/
/
r
r
/
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-----.-------.------.--.-----------• ----------------------------------------------------------------- T--.--------
512'
_ CENTERLINE OF
INTRACOASTAL WATVUW Y --
NY SETBACK
90' CORPS
- - - -I MAINTAINED CHANNEL,
80' SETBACK
43'
SCALE: I" = 60'
COASTAL MARSH � _ _ _ �- - _ - - - - _.._ 30` 60 120
W O1 �0
00 N
NO
Cs M
a .0�
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C--� U '
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Vl
DOw __09 APR 03
Scale: As Shawn
Drawn By: EMN
Chocked By: DBB
E C B E "IV E
I� J U N 1 12003
DIVISION 0-F
COASTAL IV M,.'
THIS PLAN IS NOT ISSUED FOR
CSTRUCTION WITHOUT
AFP3r'tED CORPORATE SEAL.
t�MlsiiNeyr
CARaj
A
SEAL
t 1579
RTO
Sbwt7of10
E W PROJECT NO.0515

WATERWARD LAW OF
COASTAL MARSH
-0.75 (1.1
-1.92(-0.03)
-1.83 (0.06)
-1.04(0.85)
�pAg�N CORRIDOR LINE WATERWARD LII41T OF
� COASTAL MARSH
I
7.5' �
30'
— ______ — -- -- 6' x 20' FLOATING
15' SETBACK FROM RJPARIAI`1 I.II`IE -- DOCK I
DISTANCE OF ;t
WATER BODY
-1.06 (0.83)
-1.85 (0.04)
-0.61 (1.28)
6.S
6' SECTION A -A'
(SEE PROFILE) t7
tn�2� LEGENll
X 2.62 (4.51)SPOT ELEVATION
MSL (MLW)
p
-1.27(0.62)
�(-1.70(0.19)
-1.12 (0.77) \ SCALE: I " = 10'
pm
0 5 10 20
NOTE FROM SURVEYOR:
BASED ON INFORMATION OBTAINED FROM THE U.S. DEPARTMENT OF COMMERCE NATIONAL
OCEANIC & ATMOSPHERIC ADMINISTRATION (NOAA), THE MEAN LOW WATER (MLW) WAS
DETERMINED TO BE -1.89 MEAN SEA LEVEL (MSL) NVGD 29.
BASED ON INFORMATION OBTAINED FROM THE US ARMY CORP OF ENGINEERS IN
WILMINGTON, NC, LOCAL MEAN LOW WATER WAS DETERMINED TO BE -3.1 MSL, WHICH IS
USED FOR DREDGING PURPOSES.
6" TO 8" PILINGS ON
8' CENTERS (T'YP)
SCALE: 1" =10'
"('his drawing shall not be reprnchuced in whole or in part without0 5 10 20
written permission of East Coast Pngmeming Company, PA
MARINE CONTRACTOR
PROFILE OF SECTION A -A'
EXISTING
GROUND
MAW (2.9 MSL)
MLW (-1.89 MSL)
01
0000N
F-� N O
z pa
U10, N
00
O -b4T
Z�
0 4) • C>
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00
F�+�1
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0
Dale: 09 APR 03
She: As Shown
Drawn By: EMN
Checked By: DBB
�7
2003
THIS PLAN IS NOT ISSUED f
) N OF CONSTRUCTION WITHOUT
OAS � iVANAGEMENT AFFIXED CORPORATE SEAL.
4 .84RT0't•*`�
Sheet 8 of 10
ECEC PROJECT NO.0515

1. CONTRACTOR TO NOTIFY N.C. LAND OUALITY SECTION, REGIONAL OFFICE IN WILMINGTON, [phone], PRIOR TO BEGINNING CONSTRUCTION.
2. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON PLANS.
3. INSTALL ALL UTILITIES.
4. BEGIN GRADING AS SHOWN ON PLANS, WHILE CONSTRUCTING REINFORCED SLOPE.
5. INSTALL CART PATH.
6. AS CONSTRUCTION PROGRESSES AND AT THE END OF EACH DAY, EROSION CONTROL DEVICES
MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF Dfs'TURBED AREA.
7. IMMEDIATELY UPON COMMPLETK)N OF WORK, ALL DISTURBED AREAS ARE TO BE SEEDED, AND MULCHED. DISTURBED
AREAS ARE NOT TO REMAIN EXPOSED LONGER THAN 15 DAYS.
8. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED.
EROSION CONTROL NOTES:
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMIPUANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
2. ALL LAND DISTURBING ACTMMS ARE TO BE PLAID AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME.
3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PE IMANENT AND UfWFORM GROUND OVER.
4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE
SEDIMENTATION, AND SHALL BE SEEDED AS NECESSARY TO BRNO THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT.
5. SEDIMENT AND EROSION / TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL
AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS.
S. OVER THE DURATION OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS
OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TD REMEDY
THE SITUATION.
7. CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL
OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE.
WATERLINE GENERAL NOTES
1. WATERLINE PIPE SHALL BE LAID IN ACCORDANCE WITH MANUFACTURERS' RECOMMEN0AITKONS AND THE PROJECT DRAWINGS AND TECHNICAL SPECIFICATIONS. SHOULD A
DISCREPANCY EXIST BETWEEN THE MANUFACTURERS RECOMMENDATIONS AND THE PROJECT DRAWINGS AND TECHNICAL SPECIFICATIONS, THE MORE STANGEN'T REQUIREMENT
SHALL CONTROL.
2. ALL MATERIALS SHALL BE IN COMPLIANCE WITH THE PROJECT TECHNCCAL SPECFK)ATKONS.
3. TRENCH &W ! >` R3 WHEN LAYNG PIPE AND ENDS PLUMED WHEN L1AYNG IS DISCONTINUED. ANY WATER FROM THE EXCAVATION SHALL BE DISPOSED OF IN SUCH A MANNER
THAT THE NATURAL URAINAGE OF THE AREA SWILL NOT BE DISTURBED.
4. TRENCH BACKFIELD IS TO BE FREE OF STONES AND ANY FOF>EKW MATERIAL, L, AND SHALL BE PLACED IN SIX (NI) INCH LAYERS COMPACTED IN ACCORDANCE WITH THE TECHNICAL
SPECIFICATIONS.
5. DETECTABLE TERRA TAPE D IS TO BE INSTALLED APPROXIMATELY ONE (1) FOOT BELOW FN SHED GRADE AND DiiECTLY OVER ALL PIPE.
6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO DIGGING, WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. UNNDERGROUND UTILITY
LOCATIONS, IF SHOWN ON THE PLANS, ARE BASED UPON THE BEST AVAILABLE INFORMATION AND SHOULD BE CONSIDERED ONLY AS APPROXIMATE.
7. WATERLINES SHALL BE INSTALLED AT LOCATK)W AS SHOWN ON THE PROJECT DRAWNCGS UNLESS OTHERWISE APPROVED BY THE COUNTY AND THE ENGINEER IN ADVANCE OF
I ISTALLATION.
6. THE MNNMAUM DEPTH OF BURY SHALL BE THREE (3) FEET FROM THE TOP OF PIPE UNLESS OTHERWISE NOTED ON THE PLANS.
9. ALL FITTINGS INCLUDING REDUCERS SHALL BE BLOCKED AS SPECIFIED AND AS SHOWN ON THE DETAILS AND WITHIN THE PROJECT TECHNICAL SPECIFICATIONS.
10. ABSOLUTELY NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY BEYOND ANY AREA WHICH EASEMENTS ARE TO BE PROVIDED BY THE OWNER.
11. CONCRETE THRUST BLOCKING SHALL NOT OBSTRUCT WEEP HOLES ON ANY FIRE HYDRANT ASSEMBLY, STEEL CASING PIPE, OR BOLTS ON ANY FITTINGS.
12. WATER N EXCESS OF THAT REQUIRED TO PRESSURE TEST, FLUSH, CHLORINATE AND REFLUSH MORE THAN ALLOWED BY THE TECHNICAL SPECIFICATIONS STALL BE PAID FOR BY
THE CONTRACTOR. EXCESS QUANTITIES SHALL BE ESTIMATED BY THE ENGINEER.
13. THE WORK SHALL BE ARRANGED IV A MANNER THAT WILL CAUSE A MIMMUNM OF 018TURBANCE TO VEHK ULM AND PEDESTRIAN TRAFFIC. ADEQUATE INGRESS AND EGRESS TO BOTH
PRIVATE AND PUBLIC PROPERTY SWILL BE PROVIDED BY THE CONTRACTOR DURING ALL STAGES OF MWITIUCTION. WITHOUT WRITTEN APPROVAL FROM THE MINTY OR UTILITY
COMPANY, EXISTING SERVICES SHALL NOT BE INTERRUPTED BY THE CONSTRUCTION WORK My AREAS UTILI2NG OPBN•CUT SWILL BE REPAIRED THE SAME DAY AS CONSTRUCTION
OCCURS. A09OLUTELY NO OPEN TRENCHES SHALL BE LEFT OVERIWOHT.
14. THE DEVELOPER'S CONTRACTOR SHALL INSTALL A WATER SERVICE ASSEMBLY TO EACH LOT AS SHOWN ON THE DETAILS. THE COUNTY SHALL PROVIDE THE WATER SERVICE
METER.
15. THE CONTRACTOR STALL CONTACT THE COUNTY UTIUTTE8 DEPARTMENT (4101253 2e66} AND THE ENGINEER (810 M-81211) A MINIMUM OF FINE (5) WORKING DAYS PRIOR TD THE
BEGNINING OF CONSTRUCTION. CONNECTION TO THE EXISTNG COUNTY WATERLINE SHALL BE PERFORMED BY THE CONTRACTOR UNDER THE SUPERVISION OF THE COUNTY UTILITIES
DEPARTMENT AND THE ENGINEER'S REPRESENTATIVE.
I& THE CONTRACTOR SHALL KEEP THE EN004M INFORMED RELATIVE TO THE PROGREW OF THE CONSTRUCTION. THE BN(iIEER SHALL OBSERVE CONSTRUCTION ACTIVITIES AS
REQUIRED BY NORTH CAROLINA GENERAL STATUTES 130A - 317. FAILURE OF THE CONTRACTOR TO KEEP THE ENGINEER INFORMED MAY REQUIRE UNCOVERING OF WORK TO VERIFY
COMPLIANCE WITH PLANS AND SPECIFICATIONS. ANY COST ASSOCIATED WITH UNCOVERING WOW MOTOR VERIFYING COMPLIANCE SHALL BE BORNE BY THE CONTRACTOR.
17. TRAFFIC CONTROL SHAM. BE N ACCORDANCE WITH SECTION ISO OF THE NC DOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
SEEDING SCHEDULE
ALL DISTURBED AREAS SHALL BE STABILIZED WITH A PERMANENT VEGETATIVE COVER. THE CONTRACTOR
MAY USE METHODS AND SCHEDULES SHOWN BELOW; HOWEVER, IT IS RECOMMENDED THAT THE
CONTRACTOR CONSULT A SPECIALIST WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS.
A. CULTIVATE AREA TO A DEPTH OF 5".
B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE.
D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
KIND RATE PER ACRE
COMMON BERMUDA GRASS (UNHULLED)
20 LBS.
COMMON BERMUDA GRASS (HULLED)
12 LBS.
PENSACOLA BAH KIGRASS
50 LBS.
KOREAN LESPEDEZA
25 LOS
TALL FASCUE
30 LBS.
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE.
F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE
OF 300 GALLONS PER ACRE IN LOCATIONS AS AUTHORIZED BY THE ENGINEER.
ITris drawing shall not be reproduced in whole or in pan without
wnuen permission of East Coast F.nginewng C onVany, P.A.
C% inrr 1kv%-rr . %
NN. 10 GA.
OP WIRE
MIN. 12-1/2 GA. 31
INTERMEDIATE WIRES
MIN. 10 GA. BOTTOM WIRE
6" MIN. COMPACTED _
FILL OVER SKIRT` 4F-
Q
W
co
�
rrvum vicvv
r--- STEEL OR WOOD POST
j- WOVEN WIRE FENCING AS REQUIRED
m SIT FILTER FABRIC
2U-
1.
W
SIDE VIEW
ANCHOR FABRIC SKIRT W/ MIN. 4"
LONG WIRE STAPLES @ 12" O.C.
'FOR REPAIR OF SILT FENCE FAILURES,
USE 057 WASHED STONE IN LIEU OF
COMPACTED FILL.
NOTES:
1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS.
2. WHERE WOOD POSTS ARE USED, POSTS SHALL BE A MINIMUM OF 3" IN DIAMETER AND V IN LENGTH. POSTS SHALL BE CREOSOTE OR
PENTACHLOROPENOL TREATED SOUTHERN PINE.
3. WHERE STEEL POSTS ARE USED, POSTS SHAM. BE 5' IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE.
4. WOVEN WIRE FENCING, WHERE REQUIRED (SEE NOTE 06), SHALL CONFORM TO ASTM A116 FOR CLASS 3 GALVANIZING. FABRIC SHALL
BE A MINIMUM OF 32" WIDE AND HAVE A WNW" OF 6 LINE WIRES WITH 12" STAY SPACING. THE TOP AND BOTTOM WIRES SHALL BE
10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1/2 GAUGE. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS
THAN SO STAPLES 1 112" LONG.
5. FILTER FABRIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 L,B.A N. IN. AND
A MINIMUM OF 85% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INFNBRTORS AND STABIUZERS.
6. IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LSAJ N. IN. OR GREATER, AND THE POST SPACING (S) DOES NOT EXCEED F, WOVEN
WIRE FENCING IS NOT REQUIRED. OTHERWISE, WOVEN WIRE FENCING IS REQUIRED, AND POST SPACNG SHALL NOT EXCEED V.
FINAL BACKFILL
PIPE SIZE AS
INDICATED
ON THE PLANS
INITIAL BACKILL
CLASS 1
TEMPORARY SILT FENCE
NOT TO SCALE
PIPE ZONE
B" O.D. I 6"
MIN. MIN.
FINAL BACKELL
_3" MIN.
CLASS 1, 2 OR
O.D.
6" MIN. CLASS 1 OR 2-
STABLE
FOUNDATION
MATERIAL
PVC PIPE
PIPE ZONE
6" O.D. I 6"
MIN.1 07MIN.
E
PIPE SIZE AS
INDICATED
ON THE PLANS
Iwo)
Q�
W N) vt
0 N
Ned O
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U ' N
(D 00
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Z I`
0
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r O
1�1
Dab: 09 APR 03
3" MIN. Scale: As Shown.
Dmvn By: EMN
O.D. Checked By: DBB
11=�
STABLE
FOUNDATION
MATERIAL
DUCTILE IRON PIPE
PIPE BEDDING DETAILS
�) t1.//
JL:; . J1)
COASTAL ; ,a-�.ACEMENT
THIS. PLAN IS NOT ISSUED F
OONSTRUCTION WITHOUT
*ftED CORPORATE SEAL.
�cH
SEAL
B,gRT0% .�
sheet 9 of 10
KTC PROJECT NO.0515

POURED IN PLACE
CONCRETE COLLAR
(3000 PSI MIX)
COMPACTED ABC BASE
UNDER COLLAR
GATE VALVE
JJ�O�000 D
o O O O
000.0O
000
BLOCKING
. d
MIN. BEARING AREA - 1 FT. SCE. A
i
POURED IN PLACE
CONCRETE COLLAR
(3000 PSI MIX)
PRE -APPROVED PRECAST COLLAR
WILL BE ACCEPTED IN
NON -TRAFFIC AREAS.
VALVE BOX - CENTER 13OX
PLUMB OVER VALVE STEM
GRAVEL
OOODO0O0(
O O !
NO CONCRETE SHALL TOUCH
BOLTS 04 GLANDS. WRAP
BOLTS OR GLANDS WIPLASTIC
M.J. GATE VALVE AND VALVE BOX
NOT TO SCALE
THRUST BLOCKING TABLE
BLOCKING DIMENSIONS FT.
MIN. BLOCKING VOL
TYPE FITTING PIPE SIZE
B
H
X
C.F.
221 /r 40
1.0
0.6
0.5
1
r
1.5
1.0
0.8
1
r
2.0
1.1
1.0
1
12'
3.0
1.7
1.5
4
i r
4.0
22
2.0
8
450 4•
1.5
0.6
0.8
1
6"
2.0
1.3
1.0
2
8'
3.0
1.5
1.5
3
120
4.0
2.5
2.0
9
16"
5.0
3.5
2.5
20
90° 8 TEE 4'
2.0
1.0
1.0
1
6"
3.0
1.5
1.5
3
8"
4.0
2.0
2.0
7
12'
5.0
3.6
2.5
20
16"
6.0
5.4
3.0
43
CONCRETE BLOCKING
NOT TO SCALE
GENERAL BLOCKING NOTES:
(8) • 4 F13M
2 EACH WAY
3,000 P.S.I. CONCRETE
THRUST COLLAR
2" SCH. 40 MIPT XJ
SLIP PVC ADAPTER (TYP.)
2" BRASS NIPPLE
BID ITEM HERE TO END
NOTE: SEE SPECIFICATIOW FOR SUPPORT
THREADED GALVANIZED STEEL ADDS
WITH 4- x w HOOK, SEE -TIE ROD
SCHEDULE" FOR QUANTITY AND SIZES OF RODS.
M.J. CAP OR
OTHER M.J. FITTING
C.Y.
COL SHALL, FORMED USINGMPPLE
7 DIA. THREADED TAP AND BRASS -
1THRU$T
PER
FOR 7 LINE EXTENSIONS.
AS PER COLLAR DIMENSIONS SHOWN
END VIEW
TOP VIEW
COLLAR DWENSIIS
TIE ROD SCHEDULE
SIZE LINE MIN. W.
MIN.D
r
2
5v
4" 8'
18'
Ir
2
3/4'
7
24'
r
2
&4'
8" 12"
38"
17
4
W4'
12" 18"
AIr
18'
4
71W
1S" 18-
96'
2U'
4
1'
24'
4
1 1 /4"
1/3
CONCRETE THRUST COLLAR
3/4
NOT TO SCALE
1/4
3/4
1 213
1. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 P.S.I.
2. BLOCKING DIMENSIONS AND VOLUMES PRESENTED INT THE 'THRUST BLOCKING TABLE" ARE
BASED ON A SOIL BEARING CAPACITY OF 2,000 P.S.F.. WHERE THE ACTUAL SOIL BEARING
CAPACITY DIFFERS FROM THIS VALUE, THE ENGINEER SHALL DETERMINE REVISED DIMENSIONS
AND VOLUMES FOR THE CONTRACTORS USE IN CONSTRUCTING THE BLOCKING.
3. CONCRETE TESTING SHALL BE SUBJECT TO SECTION D OF THE SPECIFICATIONS, WITH THE
EXCEPTION THAT THE NUMBER OF CYLINDER TESTS SHALL BE BASED ON AN AVERAGE
OF APPROXIMATELY 1 PER 4 BLOCKS POURED. SHOULD ANY TEST FAIL, ADDITIONAL TESTS
MAY BE REQUIRED BY THE ENGINEER AT THE SOLE EXPENSE OF THE CONTRACTOR.
4. CONCRETE SHALL BE FROM AN APPROVED READY -MIX PLANT, UNLESS JOB -MIXED CONCRETE
IS SPECIFICALLY APPROVED BY THE ENGINEER ON SITE.
5. THE BACK OF THE BLOCK (THRUST BEARING AREA) SHALL BE AGAINST UNDISTURBED SOIL.
6. ALL Fr"ING AND ACCESSORIES, SHALL BE WRAPPED WITH 10 MIL. POLYETHYLENE PRIOR TO
POURING BLOCKING. NO CONCRETE SHALL BE PLACED WHICH WILL PREP/ENT THE DISASSEMBLING
OF ADJACENT JOINTS. SHOULD CONCRETE COME IN CONTACT WITH ANY NUTS OR BOLTS,
THE POURING OPERATION SHALL BE IMMEDIATELY STOPPED, AND THE AFFECTED AREA BE
THOROUGHLY CLEANED TO ASSURE PROPER BOLT AND NUT OPERATION,
7. BLOCKING VOLUMES FOR 2" FITTINGS SHALL BE 0.3 C.F. EA.
This drawing shall not be reproduced in whole or in part with
written permission of East Coast Enginming Company, P.A.
N
TEE
VALVE BOX
(SEE VALVE AND
VALVE BOX DETAIL)
IIIJ GATE VALVE
- MU PLUG
TAPPED 2'
2" BRASS
COUPLING
2" BCH. 40 MILT X
SLIP PVC ADAPTER (TYP.)
2' BRASS NIPPLE
2" BLOW -OFF ASSEMBLY
NOT TO SCALE
PROVIDE BAN W1 EXTENSION SECTION AS
REQUIRED FOR PROPER VERTICAL. ALIGNMENT
BURY LINE
W GATE VALVE & VALVE BOX
(SEE VALVE A VALVE BOX DETAIL) COMPACT BACK
STONE
(7 C.F. MIK )
CONCRETE
BLOt+ICNG :: WEEP HOLE TO
REMAIN OPEN
8' D.LP.
to
/ 8' D.I.P. 3/4' THREADED GALVANIZED j
STEEL TIE RODS WITH i
EYE BOLTS (4 TOTAL.)
NOTE: THE TEE IS NOT A PART OF THE FIRE HYDRANT
ASSEMBLY FOR B10DIIKi PURPOSES.
FIRE HYDRANT ASSEMBLY DETAIL
NM TO SCALE
2' BRASS CAP
2" BRASS NIPPLE
2' SCH. 40 FIPT X
SLIP PVC ADAPTER
2" SCH. 40 PVC
2' PVC 904IEND
THRUST BLOCIONG�
INCLUDED AS PART OF ASSEMBLY)
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D1VIti.. .v OF
COASTAL iv_iANACEMEtN`1'
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ON
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W
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U
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x
Dry: 09 APR 03
Scale: As Shown
Dmwcn By: EA4N
Checked By: DBB
THIS PLAN IS NOT ISSUED F
CONSTRUCTION WITHOUT
AFMED CORPORATE SEAL.
SAL
179
d
gR�ON
,ffff!lfff91ff�i
heet 10 of 14
ECBC PROJECT' NO.0515