WD - 23-01 Oversized Plans

icinity Map (NTS)
N/F
MARY KING LYONS
D.B.846 P.153
V
EIS =
EXISTING IRON STAKE
EIS =
SET IRON STAKE
EIP =
EXISTING IRON PIPE
ECM =
EXISTING CONCRETE MONUMENT
SPK =
SET P.K. NAIL
R/W =
RIGHT OF WAY
M.B.L. =
MINIMUM BUILDING LINE
C/L =
CENTERLINE
PP =
POWER POLE
GW =
GUY WIRE
- E- E-=
POWER LINE
CO =
CLEANOUT
WV =
WATER VALVE
WM =
WATER METER
FH =
FIRE HYDRANT
® = APPARENT SEWER MANHOLE
N/F
LUCY KING JAMES REVOCABLE TRUST
D.B.2140 P.237
N/F
TOWN OF SURF CITY
D.B.3848 P.134
EFFECTIVE FLOOD DATA TAKEN FROM FEMA
3720424500K DATED 02/16/07.
CURRENT ZONING OF SITE IS MIXED USE (MU) PER
SURF CITY NC.
404 WETLANDS & MEAN HIGH WATER LINE
DELINEATED BY HAYWOOD PITTMAN, LICENSED SOIL
SCIENTIST.
COASTAL WETLANDS DELINEATED BY JASON D AIL
(NCDENR) ON 8/6/19.
REVISED PRELIMINARY FLOOD LINE PER
FIRM 3720424500L DATED 11 /30/18 4Z"
e
t2
REVISED PRELIMINARY FLOOD LINE PIER 4� /t'�'
FIRM 3720424500L DATED 11 /30/18 �, / 4�
Q-
�O
GPS DATA: /
ALL COORDINATES AND BEARINGS ARE BASED ON THE NORTH AMERICAN
DATUM OF 1983(NSRS 2011) (EPOCH 2O10.00) / N/F
ESTABLISHED USING NC 'North Carolina GNSS Real Time Network (RTN)" SAWGRASS POINTE, LLC
ON 6-27-19. Elevations based on NAVD 88. / D.B.4178 P.22
/ M.B.14 P.57
UNITS OF MEASUREMENT ARE US- SURVEY FEET.
,23„ W 450.p0,
N 68'02
CAMA Permit Application
Existing Conditions Plan
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] - FAX: [phone]
Business License #: C-2553
TRACT DATA:
TOTAL AREA = 2.82 Ac. (122927.74 S.F.)
TOTAL AREA TO MEAN HIGH WATER = 1.91 Ac. (83,043.63 S.F.)
TOTAL WETLAND AREA (TO MEAN HIGH WATER) = 0.29 Ac. (12,584.22 S.F.) C
TOTAL UPLAND AREA = 1.62 Ac. (70505.80 S.F.)
TAX PIN = 4245-22-2615-0000
0
STREET ADDRESS: 11 N. NEW RIVER DRIVE
ZONING (SURF CITY) = MU (=
TOTAL NUMBER OF PROPOSED LOTS = 10 ,�%s/
AVERAGE SIZE' LOT' = 11,146 s.f. Z �
N /F
EGRET LANDING OWNERS ASSOCIATION
D.B.2972 P.48
M.B.39 P.91
BOUNDARY/WETLAND/CAMA SURVEY
SHOWING
OYSTER POND SUBDIVISION
PREPARED FOR
PIERCE DEVELOPMENT, LLC
TOPSAIL TOWNSHIP, PENDER COUNTY, NC
PREPARED BY
JOH N L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: SEPT. 10, 2019
F.B. 830, PG. 63
JOB#2019-19653 Email: [e-mail]
DD LINE PER N / co -s /
500K DATED ' 4 Loo/ /
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GW
PP �E/-�E--E E
EIS
i441
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1
1
sls
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441
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lv
PID
FB
03
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I
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I �,FH c.
WV
4
/ m S
EIS /M,� /
LINE
BEARING
DISTANCE
L1
N
51 *34'10"
E
51.20'
L2
N
33'50'44"
E
18.32'
L3
N
29'35'26"
E
45.56'
L4
N
22'01'28"
E
39.26'
L5
N
24'51'28"
E
37.23'
L6
N
67'40'35"
E
54.15'
L7
IN
88'40'26"
E
24.02'
L8
N
51'08'52"
E
30.96'
L9
N
68'47'09"
E
20.25'
L10
S
52'36'39"
E
26.44'
L11
IS
64'08'31"
IE
17.55'
L12
N
54'5733"
E
42.12'
L13
N
26'4722"
E
24.84'
L14
N
48'40'42"
E
24.09'
L15
N
40'24'52"
E
21.95'
L16
N
0111'24"
W
18.60'
L17
N
12'07'34"
IE
24.45'
L18
N
49'57'05"
E
50.12'
L19
IN
36'36'38'
E
45.00'
L20
S
84'41'41 "
E
38.86'
L21
N
61'02'57"
E
38.43'
L22
N
86'47'07"
E
7.78
L23
N
34*00'23"'
E
21.95'
L24
N
68'37'52"
E
20.57'
L25
N
25'50'31"
E
30.70'
L26
N
58*14'49"
E
14.25'
L27
N
30'43'00"
E
16.96'
L28 IN
13'00'08"
W
24.57'
L29
N
32'4334"
E
40.50'
L30
N
38*11'33"
E
14.21'
L31
N
57'39'56"
E
26.19'
L32
N
72'5639"
E
21.83'
L33 IN
11'22'57"
E
16.11'
L34 IN
56'06'05"
E
19.79'
L35 IN
49*16'35"
E
35.60'
L36 IS
31-40'13"
E
24.82'
L37 IN
73'27'26"
E
12.70'
L38
N
34*05'53"
W
17.97'
L39 IN
09'57'06"
E 1
14.84'
CAMA MAJOR PERMIT APPLICANT:
PIERCE DEVELOPMENT, LLC,
152 GREAT OAK DRIVE
HAMPSTEAD, NC 28443
OWNER:
JOSEPH S. BREAKEY & WIFE
MARGARET NICHOLSON-BREAKEY
1055 GOLD CAMP RD.
COLORADO SPRINGS, COLORADO 80906
CAMA Process Planning
and. Permit Facilitation by:
COASTAL PLANNING SERVICES, INC.
Kathy B. Vinson, AICP
Comprehensive Land Use Planning and Development Assistance
Office 252.354.4916
Fax [phone]
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R/.•vxi?:.•=.� ' Oversize drawing: Pierce Development
CAMA Major hermit Application
,'� _ ernailed to you on 12/03/19
Ab
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'a
4� gar y'•'t SCALE: 1" = 20'
DATE: 10/17/2019
SHEET: 1 of 3
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UM�����UNSTRUCTr3ION SM
NAT RELEASED FOR C
OEC ® 9 2019
t 0M- HD CITY'

Proposed Property Line
�54.7'
Proposed
Dwelling
Proposed Lot #
& Area Proposed
6 Driveways
0
Q
0.35 Ac. `c a
15376.58 S.F.
260.2 Property Line
Proposed Prop Y
Proposed Typical
(Example)
Subdivision Lot
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Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] N FAX: [phone]
Business License #: C-2553
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PROPOSED
Area Light -0--o
WATER QUANTITIES:
6" WATERMAIN - 486 LF
FIRE HYDRANT - 1 EA
BLOW -OFF ASSY.- 2 EA
SERVICES - 10 EA
SEWER QUANTITIES:
8" SAN. SEWER - 404.48 LF
MANHOLES - 5 EA
SERVICES - 10 EA
Sewer & Water
EXISTING
PROPOSED
SAN SEWER (SS)
SAN SEWER MANHOLE
O
WATER MAIN (WM)
WATER VALVE
X
FIRE HYDRANT
-C�H
-S(FH
BLOW —OFF ASSY.
X-o
"-o
Stormwater
B = Bypass Structure
D = Diffuser
VF = Vegetated Filter
SAD
11 ,, ILA
iss
60
941 SCALE: 1" = 20'
DATE: 10/17/2019
/ "RBSWA SHEET: 2 of 3
C
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PENETRATE RET. WALL
FOR BYPASS
DIFFUSER
DROP INLET
FRAME & GRATE
DROP INLET
FRAME & GRATE
1" ST. STEEL STRAPS
(TYP OF 3)
VEGETATED FILTER
RETAINING WALL
WEIR
ELEV. ' 33
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24" DIA
MANIFOLD
BYPASS STRUCTURE
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ATION SYSTEM (LENGTH =
INFILTRATION SYSTEM
(WIDTH = 18')
Infiltration System No. 1 Plan
(System 2 is Equivalent w/ Alternate Layout (See Sheet 2))
Scale: 1"=20'
FINISH GRADE
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TOP OF SYSTEM
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NON —WOVEN GEO—
WASHED SHWT=ELEV. 2 50' (PER GRAHAM ENVIRONMENTAL) TEXTILE FILTER
SHWT=ELEV 2 r7 (PER V LEWIS BORE 1 FABRIC
STONE SHWT=rya 2;23' PER V. LEWIS BORE 2)
Infiltration Sys. Cross Section
No Scale
8" *CLEAN —OUT" PORT
90'-0'
(1 EACH LATERAL)
CLEAN OUT CAPS
FINISH GRADE
2 f.
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15" INLET
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24" DIA
MANIFOLD
BOTTOM OF SYSTEM
1
SUB�(.RA�E
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WASHED
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TEXTILE FILTER
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HWT=ELEV. 2.67, PER V. LEWIS BORE
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FABRIC
Infiltration Sys. Longitudinal
Section
No Scale
Mean High Water
Wetlands
— — — — ----I
BYPASS PIPE
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FILTER MASONRY
II MASONRY _
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Diffuser Device
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Ret. Wall
BERM
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Lining
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CROSS SECTION
BYPASS PIPE
TO VEGETATED
FILTER
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DROP INLET
FRAME & GRATE
(NCDOT 840.16)
/ Ret. Wall Diffuser Device
f/ (See Detail)
CP
ede Sod
Lining 'n
9
Vegetated Filter Sloe = 1.0%
9 (Slope
_ 50'
55'
LONGITUDINAL SECTION
Vegetated Filter Detail
No Scale
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AEC Grading, Retaining Wall & Dock Section
Scale 1 = 10' NOTE: Con%truction subject to structural
design by others, manufacturers'
specifications, Building Code, etc.
6' Wide x 95' Long Proposed Dock
Proposed
5'
MASONRY
% WEIR WALL
-
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I-" 6' O. D. �1
SECTION
Bypass Structure Detail
No Scale
10
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• WEIR
ELEV. �
15" HDPE MASONRY
TO INFILTRATION WEIR WALL
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MOBILE HOME
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ANCHORS (6
REQUIRED)
DRILL ALTERNATE LOCATION
HOLES (EACH 6" INTERVAL)
DIA. OF HOLES SHALL BE 3"
(32 HOLES (MIN) PER DIFFUSER)
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HOLE LOCATIONS
Diffuser Detail
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SHEET FLOW
Street Cross Sections
No Scale
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2" SF9.5A
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' 10'
SHEET FLOW /2" SF9.5A
Strand Way Typ Section
CAMA Permit Application
Proposed Conditions Details
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] N FAX: [phone]
Business License #: C-2553
SHEET FLOW
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DATE: 10/17/2019
SHEET: 3 of 3
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NOT RELEASED FOR C NSTRUCT1ON