67-08 Permanent Pipeline & Spoil Island Preparation OVERSIZED PLANS

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.OSCID NO. 060692001
CODE NO. 40616
ITEM NO. 4G26
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V�C"CNDTY
NO SCALE
I'' � I A\la
SHEET INDEX
NO.
TITLE
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COVER SHEET
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SPOIL SITE U.S.A.C.E
PERMANENT PIPELINE
ISLAND 88
PLAN VIEW —
(FINN'S ISLAND)
SERVICE ROAD
C2
C3
PERMANENT PIPELINE
PERMANENT PIPELINE
PERMANENT PIPELINE
STANDARD DETAILS
PR('*,—ILE VIEW — SERVICE ROAD
PK71LE VIEW — SER ICE ROAD
pov,,r ILE VIEW — SER ICE ROAD
"'PILLWAY RISER, CRADLES, & PIPELINE
C4
C5
C6
��CAT IN MA�
NO SCALE
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07039
DES. MKB
CHK. NWA
DRWN. DLW
DATE 11/19/07
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23591
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ALL SECTIONS OF 36" DIAMETER
USE EXISTING 26' ELEV. CONTOUR CMP PIPE TO BE REPLACED BYCONTRACTOR WITH EQUIVALENT PIPE.'
AS TOP OF DIKE (NO GRADING REQ.) OUTFALL MUST BE BELOW NLW.
m
DISCHARGE PIPE STANDARDS
FROM DREDGE ;x ; F,:, r ,'•..:.�:�• { -r:. �' a
GRADING AREAS
`�' ;''�' `' �:- BERM/DIKE TOP ELEV. _
TOP OF DIKE 26 r
1 F _ �` TOP DIKE MIN 3'-0" WI `-
44
SLOPE SIDES AT 2:1�f
F. ::.:A,:Y• ram'-!` % /- / O
II APPROX. NORMAL LOW J ! z
I lI I I DIKE i I _ — LIQUID LINE WATER LINE w
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DREDGE MATERIAL ``�_j'1 '` —� o o
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SECTION @ INLET
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--- FLAGGED By
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MAL HIGH fA00
N RURAL RESGURCES �_''�-� — y? �'
ATIj LZ 1 j� `. ft r
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APPROX. LOCATION OF DREDGE PIPE (INLET) VEPAR ENT ° _1 _
DREDGE PIPE NOT DRAWN TO SCALE ,, m
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BEARINGS AND DISTAN�ES 'Ln
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ALONG THE NORMAL HIGH, D��4- y0
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WATERLINE "Ni X
DIKE
71
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1(-
SEDIMENT DEPTH ADJUSTABLE
AS REQUIRED WEIR BOARDS OUTLET PIPE
SECTION @ OUTLET
TYPICAL SECTIONS
DIKE, OUTLET PIPE, & DREDGE
NTS
Course
Bearing
if Distaff ce '
L 1
S
38'08'27"
W
' 70.00'
L2
S
47" 17 20
W
' 83.28 i
L3
N
84°54'40"
E
84.037
L4
N
65°09'04"
E
83,17
L5
N
63'33018
E
88<011'
L6
N 28°33 39
E
1 99.3o'
L7
N
55'07'00"
E
1 93.28'
L8
N
73°22'51 "
E
! 89,2,9'
L9
N
56°39 10"
E
145.78'
L 10
N
58°45748"
E 7
85. 9
L 11
N
28'48'35"
E
15 .01 '
L 12
N
23°09'13"
E
14706
L 13
N
02' 15 37
W
129.89
L 14
N
02'09'57
E I
100.64'
L 15
N
54'54'00"
E I
9 .34' `
L 16
N
87° 16'02"
E +
90+ 13'
L 17
S
68'58'52"
E
10 54'
L 18
N
15°00'39"
E
L 19
N
19'5429
E
80. 4
L20
N
JO'S4'07
W
133.
L21
N
44'51 ' 15"
W
308.11 ,
L22
S
40'55'16"
W
166.48'
3
S
54° 14'55 '
W
15Z 61 \
4
S
54'20' 14
W
151.73' '
S
56'08 24 "
W
\ 146.20 \
L2
S
55'04 43
W
168.98, \
EL +SEE PLAN
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BASIN DATA
AREA
®
17:
13,605
SF
AREA
®
"'8:
74,493
SF
AREA
@
20:
160,715
SF
AREA
@
26:
382,70E
SF'
PREPARATION NOTES.
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1.
FILL PLACEMENT SHALL BE IN UNIFORM DEPOSITS NO THICKER
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THAN 3 FEET. OVERFILLING SHALL BE MOVED AT THE
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CONTRACTORS EXPENSE.
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2.
MINIMUM CLEARING AND GRADING ARE REQUIRED,
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3.
SPILLWAY DETAIL SHOWN IN SPECIFICATIONS (PERMIT
APPLICATION) IS TO SHOW GENERAL REQUIREMENTS,
Q MENTS, A
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DIFFERENT TYPE SPILLWAY MAY BE USED PROVIDED THE
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CONTRACTOR SUBMITS A DRAWING OF SUCH FOR APPROVAL.
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4.
PLACEMENT OF DREDGED MATERIAL IN THE INDICATED SPOIL
F
AREA SHALL BE CONTROLLED IN ACCORDANCE WITH THE
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REQUIREMENTS OF THE DIVISION OF COASTAL MANAGEMENT.
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DEPOSIT SHALL BE MADE ABOVE THE HWL. IN CONFINED AREAS
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SO AS TO ALLOW SOLIDS TO SETTLE WITHIN. DEPOSITS OR DISCHARGE
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SHALL NOT ALTER EXISTING DRAINAGE DITCHES, CANALS OR STORM
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DRAINS. x
5. ALL ELEVATIONS ARE NGVD 29.
_ � = 6. SPOIL ISLAND SHALL BE EXCAVATED TO CREATE THE DIKES/BERMS H U
TOP OF DIKE = 26.00
AS SHOWN ON PLANS. CONTRACTOR IS TO UTILIZE EXISTING U a
TOPOGRAPHY TO MINIMIZE GRADING.
2 ? '•.:s �� r,� % %�% /;,>�___- , ' FLOOD POOL = 23.41
x?3s d \ L '`���- �; 'q/r;'� = - y ' 7. MAX SLOPE ON THE DIKES SHALL BE 1:1. 2:1 SLOPE PREFERRED. 1~00
` Y' f ~''. f % /� �� = .-s'%' - 1�`��, ""`l BOTTOM = 17.00 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
A STABLE SI DESLOPE.
8. A STOCKPILE AREA IS NOT NECESSARY PER THE DESIGN.
BASIN VOLUME ELEV. 23.41 50,400 CU. YARDS ALL EXCAVATED AND DREDGE MATERIAL SHALL BE
2Q \ 19T01 °® `\ \ \ ` ' �. �j 5 �2¢3 �" =%o ��=-' �' NOTAp FOUNF BASIN VOLUME ELEV. 21.58 = 36,000 CU. YARDS CONTAINED WITHIN THE 26 CONTOUR LINE INDICATED ON PLANS.
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N SCALE: 1 = 60'
0
�9TFR�/ VF L4 L5 0 60 120 1 80
ROBERT H. GOSLEE & ASSOCIATES, P.A. F ?a
LAND SURVEYORS - LAND PLANNERS
513 CHESTNUT ST. WILMINGTON, NC 28401 q
[phone]
EMAIL: rhgilm®bellsouth.net
NTS
1
07039
DES. MKB
CHK. NWA
DRWN. MKB
DATE 11 /19/07
23591 =
W.
A cow,
OF 7

MAP" OF SURVEY'
FOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT & NATURAL RESOURCES
OF THE BEAR ISLAND SERVICE ROAD AT HAMMOCKS BEACH STATE PARK
SWANSBORO TOWNSHIP - ONSLOW COUNTY - NORTH CAROLINA
SCALE1 " = 80' DATE. JUNE 13, 2007
NOTE.°
UNDERGROUND TELEPHONE CABLE, UNDERGROUND POWER LINES
AND WATER LINE PLOTTED FROM EXISTING EVIDENCE FOUND
AT MARKERS AND VALVES AND MAY NOT BE PLOTTED AT THE,
CORRECT LOCATION BETWEEN THE MARKERS AND VALVES.
ALL ELEVATIONS ARE NGVD29 DATUM
` ROBERT H GOSLEE & ASSOCIATES, PA
LAND SURVEYORS - LAND PLANNERS
513 CHESTNUT STREET
WILMINGTON, NORTH CAROLINA 28401
910-763-1941
[e-mail]
SEE SHEET C3 FOR PLAN AND PROFILE
PIPE SIZE = 12" HDPE SDR 17
m
6" MIN.
INITIAL BACKFILL -�
SAND
STABLE
FOUNDATION
NEW 12" 0 HDPE PIPE — SDR 17 MATERIAL f2
o�
NOTE: �n [L
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1. DREDGE PIPE SHALL BE INSTALLED AT ELEVATIONS
SHOWN ON PLAN & PROFILE DRAWINGS.
2. BACKFILL TO BE INSTALLED IN 12" LIFTS (MAX.) AND COMPACTED
TO PRE -EXCAVATION DENSITY AND DEPTH. to
FILL TRENCH BACK WITH EXCAVATED SAND.
3. BACKFILL TO BE FREE OF ROCK, FOREIGN MATERIAL OR FROZEN EARTH.
r BEDDING
BACKFILL TO
DENSITY AND GRADE
/COMPACTED GRANULAR MATERIAL
IF REQUIRED BY THE
ENGINEER
PIPE WIDTH +24" MAX
TRENCH BOTTOM
STANDARD PIPE TRENCH DETAIL
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COORDINATE TRIMMING AND REMOVAL
OF EXISTING WAX MYRTLES WITH
PARK STAFF. LIMIT IMPACT TO
MYRTLES AS MUCH AS POSSIBLE.
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MAP OF SURVEY
FOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT & NATURAL RESOURCES
OF THE BEAR ISLAND SERVICE ROAD AT HAMMOCKS BEACH STATE PARK
SWANSBORO TOWNSHIP ONSLOW COUNTY - NORTH CAROLINA
SCALE.• 1 " = 30' DATE- JUNE 13, 2007
NOTE.•
UNDERGROUND TELEPHONE CABLE, UNDERGROUND POWER LINES
AND WATER LINE PLOT7E:D FROM EXISTING EVIDENCE FOUND
AT MARKERS AND VALVES AND MAY NOT BE PLOTTED AT THE
CORRECT LOCATION BETWEEN THE MARKERS AND VALVES.
ALL ELEVATIONS ARE NGVD29 DATUM
PLAN
PERMANENT PIPELINE
5' OFFSET FROM EDGE OF ROAD
CONTRACTOR RESPONSIBLE FOR
AVOIDING EXISTING UTILITIES.
ROBERT H. GOMM & ASSOCIATES; PA
LAND SURVEYORS — LAND PLANNERS
513 CHESTNUT STREET
WILMINGTON, NORTH CAROLINA 28401
910-763-1941
rhgilmObe//south. ne t
EXISITING GROUND
12" HDPE PIPE
HORIZONTAL SCALE: 1 " = 30'
VERTICAL SCALE: 1" = 3'
15
10
Lei
FERRY BASIN
8" X 8" X 12' PT TIMBER PILING
CRADLE STRUCTURE (TYP.)
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SEE DETAIL SHEET C6
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DES. MKB
CHK. NWA
DRWN. MKB
DATE 11 /19/07
23591
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OF 7

F
MAP OF SURVEY
FOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT & NATURAL RESOURCES
OF THE BEAR ISLAND SERVICE ROAD AT HAMMOCKS BEACH STATE PARK
SWANSBORO TOWNSHIP - ONSLOW COUNTY - NORTH CAROLINA
SCALE. I" = JO' DATE: JUNE 13, 2007
NOTE:
UNDERGROUND TELEPHONE CABLE, UNDERGROUND POWER LINES
AND WATER LINE PLOTTED FROM EXISTING EVIDENCE FOUND
AT MARKERS AND VALVES AND MAY NOT BE PLOTTED AT THE
CORRECT LOCATION BETWEEN THE MARKERS AND VALVES
ALL ELEVATIONS ARE NGV029 DATUM
0
PERMANENT PIPELINE
5' OFFSET FROM EDGE OF ROAD
CONTRACTOR RESPONSIBLE FOR
AVOIDING EXISTING UTILITIES.
INTERSECTION OF
O , tx� WATER LINE AND DREDGE PIPE
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INTERSECTION OF
WATER LINE AND DREDGE PIPE
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— EXISTING WATER LINES (DO NOT DISTURB)
TRENCH OVER OR UNDER AS NECESSARY
WITH DREDGE PIPE.
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TWO EXISTING WATER LINES EXIST
4" WATER LINE IS ABANDONED
6" WATER LINE IS ACTIVE
CONTRACTOR NOT TO DISTURB
EITHER LINE. MOVE DREDGE PIPE
ACCORDINGLY.
ROBERT H. GOSLEE & ASSOCIATES, PA
LAND SURVEYORS - LAND PLANNERS
513 CHESTNUT STREET
WILMINGTON, NORTH CAROLINA 28401
910-763-1941
[e-mail]
EXISITING GROUNR
...........................
HORIZONTAL SCALE: 1 " = 30'
VERTICAL SCALE: 1 " = 3'
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DATE 11 /19/07
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ROBERT H. GOMM & ASSOCIATES, PA
LAND SURVEYORS - LAND PLANNERS
513 CHESTNUT STREET
WILMINGTON, NORTH CAROLINA 28401
910-763-1941
rhg1/m®bel1south. net
20
15
10
5
10
ANGLE PIPE TO HEAD
BETWEEN DUNES.
MAP OF SURVEY
FOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT & NATURAL RESOURCES
OF THE BEAR ISLAND SERVICE ROAD AT HAMMOCKS BEACH STATE PARK
SWANSBORO TOWNSHIP - ONSLOW COUNTY - NORTH CAROLINA
SCALE. 1 " = 30' DATE' JUNE 13, 2007
O Q� NOTE.UND•
\' V ANDERGROUND WATER LINEEPLOTTEDEFROM EXIUSTNGGROUND POWER EVJDENCE FOUND
\° Q° AT ERS AND VALVES LOCATION BETWEENDMAY NOT BE PLOTTED AT THE MARKERS AND VALTHE
O 'LVALVES.
�
CORRECT
JJ ALL ELEVATIONS ARE NGVD29 DATUM
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DES. MKB
CHK. NWA
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DATE 11 /19/07
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NOTE:
AT TERMINATI(
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STRUCTURE 8
A 2" THICK E
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PT 2 X 10 TIMBER.
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DATE 11 /19/07
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