107-08 OVERSIZED PLANS 2007

CLIENT:
INDIAN BEACH OCEANSIDE, LLC
INDIAN BEACH SOUNDSIDE, LLC
C/O RANDY B RYANT
P.O. BOX 2385
ATLANTIC BEACH, NC 28512-2385
252-725-1817
ENGINEERS:
STROUD ENGINEERING P.A.
151 A HIGHWAY 24
MOREHEAD CITY NC 28557
252-247-7479
500'RADIUS
WELL LOCATI
LEGEND
EX=EXISTING WELL
MW--MONITORING WELL
0
PROJECT #: PM13884,
DESIGN FILE#:1388/1388-6IPM1388-6_CONSTRUCTION. dgn
14
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INDEX OF DRAWINGS
BEACH, CARTERET COUNTY, NORTH CAROLINA
SHEET CE1 COVER SHEET & WELL LOCATION
SHEET CE2 OVERALL SITE PLAN WITH WASTEWATER TREATMENT, DISPOSAL
AREAS & MONITORING WELLS
SHEET
CE3
SITE STAKING PLAN OCEAN SIDE
SHEET
CE4
UTILITY PLAN OCEAN SIDE
SHEET
CE5
GRADING & STORMWATER PLAN OCEANSIDE
SHEET
CE6
OCEAN SIDE POOL DETAIL
SHEET
CE7
EROSION CONTROL PLAN OCEANSIDE
SHEET
CE8
SITE STAKING PLAN SOUNDSIDE
SHEET
CE3
UTILITY PLAN SOUNDSIDE
SHEET
CE10
GRADING & STORMWATER PLAN SOUNDSIDE
SHEET
CE11
EROSION CONTROL PLAN SOUNDSIDE
SHEET
CE12
WATER AND SEWER DETAILS
SHEET
CE13
DETAILS
SHEET
CE14
LPP DISTRIBUTION FIELD PLAN
SHEET
CE15
WASTEWATER TREATMENT PLANT
SHEET
CE16
WASTEWATER TREATMENT DETAILS
SHEET
E1
WASTEWATER TREATMENT PLANT ELECTRICAL PLAN
SHEET
E2
WASTEWATER TREATMENT PLANT ELECTRICAL RISER & SCHEDULES
SHEET
E3
WASTEWATER TREATMENT PLANT ELECTRICAL RISER & SCHEULES
1
I
THE OCEAN CLIB
OCEANSIDE
PROPOSED SEPTIC
DRAINFIELD
■■■■■■%%%�%//,;■■■■■■ %�///%�%////////%%%%
i•
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BOOUE SOUND
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INDIAN BEACH
TOWN HALL AINE KNDIL
SHORES
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az
EMERALD ISLE SALTER PATH ROAD
ATLANTIC OCEAN
VICINITY MAP
WELL LOCATIONS
-ATLANTIC OCEAN -
S�pjT
yS
T,QFFT �l 4
COUNT' EXF.WT
a
SR �193
NOTE:
EXISTING ON -SITE POTABLE WELLS SHALL BE
PROPERLY ABANDONED IN ACCORDANCE
WITH THE STATE OF NORTH CAROLINA
REGULATIONS.
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2ao' 10a' 0 200' 400'
SCALE: V = 200'
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COVER SHEET
WELL LOCATIONS
DATE
PROJECT.
PM1388.6
611/07
REVISIONS:
DRAWN BY-
' HECKED BY:
CONTENT:
SCE 1

CALL`.
COURSE
> ALONG BULKHEAD
A TO B
BEARING DISTANCE
1
N
20043'40"W
33.31'
2
N
44°29'18"E
16.39'
3
N
41°18'57"W
2.64'
4
N
44°38'21"E
15.56'
5
S
59°52'16"E
165.18'
6
S
30926'42"E
55°72'
7
N
66°50'25"E
39.26'
8
S
60°31'55"E
25,041
9
S
86°04'48"E
4.42'
10
N
29008'00"E
13.66'
11
N
37°37'49"W
7.93'
12
N
63014'56"W
19°24'
13
N
16046'51"W
69.66'
14
N
56007'31"W
117.42'
15
S
36012`51"W
50.17'
16
N
60°14'26"W
33.24'
17
N
56024'32"W
19.92'
18
N
46039'56"E
29.20'
19
S
39°35'05"E
18.81,
20
N
45°26'13"E
65°34'
21
N
0202443"E
113°52'
22
N
33033'13"E
38.76'
23
N
50°52'32"E
94.90'
24
N
77°46'17"E
54.73'
25
S
45035'52"E
47.14'
26
S
88°51'51"E
53.96'
-WPWIffi+llN�L-------
2X TRT'D DECKING SCREWED TO JOI
FOR REMOVAL, REPAIR AND MAINTAN
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TYPICAL 9X18 PARKING STALL
/-2X8 TRT'D JOIST @ 12" O.C.
,,-6X6 TRT'D SUPPORT BASE 0 4.5' D.C.
\-EDGE OF PAVEMENT
A
PLAN VIEW ELEVATED WOOD PARKING DETAIL
2X8 BAND 2XB BAND
2X WOOD DECKING -PAVEMENT SECTION
-N�
5/8" REBAR 24" LONG DRIVEN INTO THE GROUND
FINAL SOIL GRADE
AXE TREATED
ELEVATED WOOD PARKING SECTION
SCALE: NOT TO SCALE
DA SHWT
1 1.74
2 2.11
5'SIDEWALK 3 3.55
r0.57 MAX SLOPE
6"PERVIOUS CONCRETE 0 5% MAX SLOPE
6'#57 WASHED GRAVEL J ,i 77;6 6"PERVIOUS CONCRETE
-611#57 WASHED GRAVEL
PERVIOUS CONCRETE
SIDEWALKtPAVEMENT SECTION
SCALE: NOT TO SCALE
r! ;< frM� ;/„�!r--2.5" SF9.5A
CRY 8 CABC
PAVEMENT
SECTION
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MOREHEAD CITY, N.C. 28557
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RONALD D. CUL��' R P.E.
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ARAGE 15.08 ~! j7i��t I `� 7 STOR `'$ f'
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` 14.00 27oa $ 30.00 r4 (?.}t1i 63 UNITS (
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152 BR R E P A I R # PARKING CU
WOOD WALK {{
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gFFER. �_'"i_ / /,i t1 i ! - t JjI �,'(i., .'. 'i`;, ;•.:� :•�.�- - 1 M 4� •� i I I ��.:. j aWOOD WALK B, \
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° o EX91NG BASH - - - - - - _ - - - _ - _.. 73.33
_ .._. _ _ _ _.._ - _..._. _..
• � � TO BE FILLED - - -
/i t , . , . "r! r 51IBSEQTIpi� �- t�.73 j -
0 ° PROPOSED BULKHEAD TO % ' "' % , �- WOOD WALK
1 1 �i ,,a � -a)
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The Ocean Club. LLC
Sevin
IN nW.Wall
01
P.I.N. 6334.09-17-2427 P 9-173463
TO STORE ADDITIONAL STORMWATER TO SIMULATE A 12% IMPERVIOUS COVERAGE THROUGH BEST MANAGEMENT PRACTICES
STORE (24.630/,-120/o)X 1.5'/12"/FT X 461487 S F)
7283.42 CUBIC FEET
BMP BASIN NO. 1
AREAATTOP
1715 FT2
AREA AT BOTTOM
723 FT2
DEPTH
1 FT
VOLUME
1219 CF
BMP BASIN NO. 2
AREAATTOP
14834 FT2
AREA AT BOTTOM
7149 F72
DEPTH
1 FT
VOLUME
10991.5 CF
BMP BASIN NO. 3
SUBBASIN 3A
AREA AT EL 9.0
2802 F72
AREA AT EL 8.0
2148 FT2
AREA AT E L 7.0
1550 FT2
AREA AT EL 6.0
1015 FT2
DEPTH
3 FT
VOLUME
7515 CF
SUBBASIN 3B
AREA AT EL 8.0
2818 FT2
AREA AT EL 7.0
1721 F112
AREA AT EL 6.0
723 FT2
DEPTH
3 FT
VOLUME
5262 CF
TOTAL INFILTRATION BMP
24987.5 CF VS. 7274.73 CF REQUESTED BY MARINE FISHERIES
PROJECT #: PM1388•-6
DESIGN FILE #:PM1388-6 CONSTRUCTION_SW2.DGN
IMPERVIOUS SURFACE DETERMINATION
TOTAL TRACT AREA 461487.0 SF
25% ALLOWABLE IMPERVIOUS 115371-8 SF
NON CREDIT
WOOD
IMPERVIOUS
PERMEABLE
PERMEABLE PAVEMENT (SF)
ELEVATED
AREA
(SF)
PAVEMENT (SF)
PLANKING (SF)
(SF)
100°%
100%
70%
IMPERVIOUS
0%
IMPERVIOUS
IMPERVIOUS
IMPERVIOUS
EQUIVALENCE
IMPERVIOUS
MAIN LOOP BUILDING C
1 9818,60
1 8818.60
1
0.00
BUILDING C MAIN SIDEWAU<
56,5.30
1
1
1 555.30
395.71
1055.401
1 1055.40
738,78
TOTAL IMPERVIOUS 113645.78
TOTAL IMPERVIOUS % 24.630
NO WETLANDS EXIST ONSITE
=0101 J
AC ACRES
AEC AREA OF ENVIRONMENTAL CONCERN
BK BOOK
ESP EXISTING IRON PIPE
EIR EXISTING IRON ROD
EOP EDGE OF PAVEMENT
EX EXISTING
FT FEET
MB MAB BOOK
MHW MEAN HIGH WATER
N/F NOW OR FORMERLY
OHP OVERHEAD POWER
PG PAGE
PP POWER POLE
R RADIUS
R/W RIGHT OF WAY
SF SQUARE FEET
TYP TYPICAL
CONCRETE
STORMWATER DRAINAGE EASEMENT
O POWERPOLE
r~ i WATERLINE EASEMENT
PERVIOUS CONCRETE
`} NO CREDIT PERVIOUS CONCRETE
WOOD DECKING
50' 25' 0 50' 100,
s
SCALE: 1" = 50'
SITE
STAKING
PLAN
SQUNDSIDE
DATE
PROJECT:
PM1388-6
10/2/07
REVISIONS:
1-GYT ROAD WIDENING
4/3108
DRAWN BY:
2-GYT SITE REV
4/24108
CHECKED BY:
CONTENT:
CE 9

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,rs
1/0'',
A-
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FFEGARAGE=
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STORMWATER DATA OVERALL
TRACT AREA = 10,59 AC (461,487 SF)
RECEIVING STREAM = BOGUE SOUND
STREAM CLASS = SA-ORW (20-36-(0.5))
PROPOSED IMPERVIOUS
BUILDINGS = 43,469.00 SF
PARKING = 64,643.65 SF
POOL = 2,458.43 SF
SIDEWALKS = 3,074.7 SF
TOTAL = 113,645.78 SF
PROPOSED % IMPERVIOUS = 24.63%
STORMWATER DATA 5751AEC i
AREA W/IN 575'AEC = 276,884.36 SF
25% ALLOWABLE IMPERVIOUS = 69,221.09 SF
PROPOSED IMPERVIOUS W/IN 575'AEC
BUILDINGS = 23,784.16 SF
PARKING/DRIVES = 26,756.99 SF
POOL = 2,458.43 SF
SIDEWALKS = 1 .130- 16 SF
TOTAL = 54,129.74 SF
PROPOSED % IMPERVIOUS = 19,55%
PROJECT #: PM1388-6
DESIGN FILE #:PM1388 -6 CONSTRUCTION-SW2.DGN
N/F
The Ocean Club. LLC
P.I.N. 6334.09-17-2427
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TYPICAL LINE SLOPES W/
EXCELSIOR BLANKET
tD 3.25' 3.25' �. 25' 3
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SECTION B—B
DISCHARGE WEIR
SALE: NOT TO SCALE
N/F
Oceanfront Enterprises, Inc.
P.I.N. 6334.05-18-8190
WEEP HOLE,
TYPICAL
FLOW SOD
#3 BENT
SECTION C-C
FLOW SPREADER
SCALE: NOT TO SCALE
8 BASIN NO.2
NEENAH TRENCH FRAME
WITH GRATE MCOEL R-4939-LX ^I
SERIES BOLTED, TYPE P A o o j A
• i O G �� r l+ -
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PLAN VIEW
N/F
P BI N n 6 3q 09- 7 3463
SECTION D-D
SECTION A —A
NOTE: 3000PSI PRECAST OR CAST IN PLACE CONCRETE
WEIR EL
�f
WEIR WALL END SECTION
TRENCH #
LENGTH
WIDTH
DEPTH
% SLOPE
WEIR EL
1
88LF
49"
0.97'
0.34,%
NO WEIR
2
40LF
49"
1.60'
Q.00%
NO WEIR
3
401 F
44"
2.05' 1
0.30%
8.0
TRECH DRAIN
SCALE: NOT TO SCALE
NOR �N
'j
LEGEND
CMP
CORRUGATED METAL PIPE
DI
DROP INLET
EIP
EXISTING IRON PIPE
FE
FINISHED ELEVATION
FES
FLARED END SECTION
INV
INVERT
JB
JUNCTION BOX
MB
MAP BOOK
N/F
NOW OR FORMERLY
OHE
OVERHEAD ELECTRIC
OW
OBSERVATION WELL
PG
PAGE
PP
POWERPOLE
R
RADIOU
R/W
RIGHT OF WAY
TC
TOP OF CURB
TSW
TOP OF SIDEWALK
TYP
TYPICAL
CONCRETE
STORMWATER DRAINAGE EASEMENT
0
POWERPOLE
WATERLINE EASEMENT
PERVIOUS PAVEMENT
WOOD DECKING
50' 25' 0 50' 100'
1
SCALE: 1" = 50'
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DATE
PROJECT:
PM1388-5
1012I07
REVISIONS:
1-GYT ROAD WIDENING
413108
DRAWN BY:
2-GYT SITE REV
4/24108
_
;NECKED BY:
ICE
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Oceanfront Enterprises, Inc.
P.I.N. 6334.05-18-8190
PROPOSED BULKHEAD. I \ \ \ .
DETAIL, SHEET CE13 SILT FENCE. `\A ii ` 6
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t /' i �• LIMITS. 1DAC
fl ' N/F
\� The Ocean Club, LLC
/ \ P • I . N. 6334.09-17-2427
/ f \
/
1
t
EROSION & SEDIMENTATION CONTROL MAINTENANCE PLAN
1, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF
PRODUCING RAINFALL EVENT OR AT LEAST ONCE PER WEEK. REPAIRS
REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND
FUNCTIONS INDICATED ON THE PLAN.
2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING
WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL BE
REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER.
3. ALL SEEDED AREAS SHALL BE FERTILIZED, SEEDED AND MULCHED
WITHIN 14 DAYS OF DISTURBANCE. DISTURBED AREAS SHALL BE
FERTILIZED, RESEEDED AND MULCHED AS NECESSARY ACCORDING
TO THE CONTRACT DOCUMENTS TO ESTABLISH AND MAINTAIN A
DENSE VEGETATIVE COVER.
PROJECT #: PM1388-6
DESIGN FILE #: PM1388-6_CONSTRUCT I ON_SW2 . DGN
CONSTRUCTION SEQUENCE
1. CLEAR AND GRUB SPECIFIC TREES TO BE REMOVED AS DIRECTED
BY THE ARCHITECT.
2. INSTALL STONE CONSTRUCTION ENTRANCES IN NEW LOCATIONS OR UTILIZE
EXISTING PAVED DRIVES UNTIL NEW DRIVES ARE SCHEDULED TO BE CONSTRUCTED.
3. LOCATE AND REMOVE ANY EXISTING SEPTIC TANKS AND BACKFILL WITH NATURAL
MATERIAL FROM PROPOSED NEW BUILDING EXCAVATION.
4. REMOVE ANY EXISTING FEATURES NOT TO REMAIN OR AS DIRECTED BY THE
ARCHITECT.
5. CONSTRUCT INFILTRATION AREAS (BASINS) FOR SEDIMENT STORAGE DURING
CONSTRUCTION.
6. INSTALL BUILDING FOUNDATION, PILES AND PILE CAPS, ROUGH GRADE SITE,
BUILD BULKHEADS AND RETAINING WALLS AS REQUIRED+ CONSTRUCT INFILTRATION
AREAS.
7. INSTALL SEWER, WATER AND STORMWATER DEVICES, INCLUDING DISCHARGE WEIRS.
8. SEED ALL AREAS DISTURBED.
9. CONSTRUCT BUILDINGS.
10. BACKFILL AND GRADE PARKING AREA. CONSTRUCT PARKING. PROVIDE ADDITIONAL
MEASURES DURING CONSTRUCTIN TO ENSURE PERVIOUS PAVMENT IS PROTECTED FROM
SEDIMENT UNTIL ENTIRE DRAINAGE AREA IS STABILIZED.
11. CONSTRUCT SOUND SIDE AMENITIES.
12• REMOVE SEDIMENT FROM BASINS TO FINAL DESIGN GRADE.
13. PERFORM FINAL LANDSCAPING.
N/F
Bevin W. Wail st al
P.I.N. 6334.09-17-3463
SEE SHEET CE13 FOR DETAILS
NO WETLANDS EXIST ONSITE
NOTES
1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY:
INDIAN BEACH SOUNDSIDE, LLC
C/O JAMES L. MAXWELL, III
938 MILLERS CHAPEL ROAD
GOLDSBORO, NC 27534
[phone]
2. FILL MATERIAL TO BE OBTAINED FROM A LICENSED 8t
PERMITTED BORROW SITE.
LEGEND
EIP
EXISTING IRON PIPE
M
MAP
OROFORMERLY
NBF
NOW
OHE
OVERHEAD ELECTRIC
PG
PAGE
PP
POWER POLE
R
RADIUS
R/W
RIGHT OF WAY
TYP
TYPICAL
PERVIOUS PAVEMENT
WOOD DECKING
Q
POWER POLE
50' 25' 0 50' 100'
i am
�s I I
SCALE: 1" = 50'
1--
Q
y
..e
0
AASTROUD ENGINEERING, P.A.
'� 151A HIGHWAY 24
MOREHEAD C TiYetteijl C. 28557
(252) 2�1.. 4r �0 �t000.
RONALD D. CULLIPHER P.E.
1
i
r
•
4
I
EROSION
CONTROL
PLAN
SOUNDSIDE
DATE
PROJECT:
MUM
10/2107
REVISIONS:
-GYT ROAD WIDENING
4/3/08
DRAWN BY:
2-GYT SITE REV
4/24/08
3-GYT LQ COMMENTS
4/30/08
CHECKED BY:
CONTENT:
E11