27-00 Oversized Plans

LEGEND:
'"dt' _
- GRASS
R
N. C. HIGHWAY 50 1 0 - SQUARE FEET
EXISTING f ® -DECKING
EDGE OF 7 5 R,/W
__----- -- - ASPHALT
PAVEMENT-y - -- ----- -- ---- - -- 112)k- F�/ CII LIGHT
----- - -
-- LIGHT (TYP)---\
M
B 72 98R �� - TRAFFIC FLOW ARROW
N 6 *18'35" W U, a .;
- HANDICAP SPACE
7 6 _
7.82 �rn ro � g --- ,h ` *431 *1 5' JAY �.. ,+8b.5�' y s 10o SF IPF
�, EFH -EXISTING FIRE HYDRANT
FREESTANDING EGV - EXISTING GATE VALVE
t_I L MH - MANHOLE
" h �, ,, u x a,e7 ---..cn SIGN.
N 66`1$ 3 W 5 o`L y so4 r. Sys a �,,/ y�` ASPHALT''PAVING
CO -CLEAN OUT
' q q
BM 3 1 x * 5 4 7 c� w P s SS- SEWER SERVICE
RR SPIKE + 8 p hSS° e K #c 7 q .�.22 I'=a
SFM -SEWAGE FORCE MAIN
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INC.
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x 4.70 STORE R Co HARDEES
F.F. ELEV. 11.0
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S0 �030 p9� x 1.10
x -0.50
an
78 [ 4� 31$ DREDGE EXISTING BOAT
1 •�-/ 15.E * BASIN TOE 6' DEPTH +
DIscHARGE s o IPF MARSH TYPICAL CHANNEL CROSS SECTION
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O PIPE \ x -1.90 o + NOT TO SCALE
`---. -
x
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( 9 F -1.96 MARSH LINE
x -3.89 � 0�6
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ya 9
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DREDGE EXISTING CWANNEL 2.MARSH
x - 5�
x -1.9a `�`► - �� �� F NS % 3.• 'Y � I x -5.04 ��TO 6' DEPTH :90 x -2.52 * 0'Z5
x -256.\
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15 CIO \ x x -0.88 x -2.31
{ 0.80
DRY STACK BLDG. #3
F,
GRID. ELEV. 7.0
'
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DRY STACK BLDG. #24
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GRID. ELEV. 7.0 x . 3.56
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GRID. ELEV. 7.0
ROCK & WATE
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CHANNEL LIMITS i o o x 6$ x : 15 -� _► `n'
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x 0 14
MARSH LINE o0 0.71 J'J
MARSH
x 0.49
MARSH
0.59
x 4.15 ._ - •� � t
192.00' ;.�� �21.15' �_ 45.00'I'�
0.00ISs _ .._.., ._
IPF 4?9 EOP N 29'28'45" W - 313.15' M 24e N 29'28'45' W 216.78' MARSH
BURIED- - -
+
90 NS PKS �� * 2• •N 29'2&45" W - 338.93' ti� °� 0.55 r�- 11
-- Cam- -- ' / k
N n
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ISF END OF GREENSBORO AVE
END DREDGING AT `�' x -157
ASPHALT APPROX. MHW LINE PROPERTY LINE EXTENSION h %` m -0.32 a k '1 58
40' W
-2.03 x
S 61'38'00" W / N ° * IV + ��s
46
20.00' ., k' TE-4
X + x -2 a=70 + x -1.44 �i �1
DONALD H. LUTHER x 0
& WIFE JEAN E. LUTHER z +
7�' U F
D.B. PG 149 wQ> , *'� x` �s4 x sSo
zzo -ry k
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, BEGIN DREDGING OPERATION
POINT OF DISCHARGE 7
SIDE SLOPES TO 15" CORRUGATED ALUMINUM FLASHBOARD x TO REMOVE PLUG AT CONNECTION
TO INTRACOASTAL WATERWAY
TO BE BEYOND MEAN BE GRASSED FOR 10' DISCHARGE RISER a�
LOW WATER LINE STABILIZATION PIPE 2.32 H�a( °9or
v. .S.N �t /II1Ii
x -
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-0.5600
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BASIN
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BRACING
SPOIL RETENTION BASIN BOTTOM
�ISh NOT TO SCALE
FIELD BOOK: HARBOR TOWN, PG 1-22
DISK NAME: ACAD 355E
REV. 10/20/99-KHW-REV. PER CAMA REVIEW FILENAME: SURFM-OA.DWG c AS/KHW
Jce NO.: s570106-G2087 SKEET l OF
REV. 09/09/99-KHW-REV. PER CAMA REVIEW
OCT 2 8199
E$IVf: 10,i' -,
COASTAL MANAG. IVIFNT
PRINTED
Pr!RKER & .RS SOCIATES INC
CONSULTING ENGINEERS LAND SURVEYORS -LAND PLANNERS
P. O. BOX 976 JACKSONVILLE NC 28541-0976
SITE PLAN - CAMA SUBMITTAL
N
0
TREASURE COAST YACHT
CLUB & MARINA
IN THE HEART OF SURF CITY
SURF CITY, TOPSAIL TWP., PENDER CO., NORTH CAROLINA
OWNER: LIONEL MARK YOW & JENNIFER JL�LENE YOW
1900 EASTWOOD RD
SUITE 11
WILMINGTON, NC 28403
[phone]
DATE: 1 /1 3/99 GRAPHIC SCALE: 1"=50'
0 50 100 150
SCALE: 1 `JOt FEET
1
Parker & Associates, Inc.p�na
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]

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6' SOLID.
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— HARDEES—
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N. C . I Ci AY 0
10 0' R/W
EXISTING SFM
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EkST M.H. FIELD BOOK: N/A
DISK NAME: ACAD 355C
FILENAME: TCY_MSTR.DWG
JOB NO.: S970106-2087
LEGEND:
- GRASS
S.F.
- SQUARE FEET
®
- DECKING
- ASPHALT
�)
- LIGHT
- TRAFFIC FLOW ARROW
- HANDICAP SPACE
EFH
- EXISTING FIRE HYDRANT
EGV
- EXISTING GATE VALVE
--
TO NORTH TOPSAIL BEACH
I
2" WATER
ir
W
F-
3
KHW SHEET 2 OF +
MAIN
N\
W
n
— ATLANTIC OCEAN —
VICINITY SKETCH
NOT TO SCALE
TRACT DATA
MINIMUM REQUIRED LOT AREA — 2,500 SF
ACTUAL LOT AREA — 4.8f ACRES
MINIMUM REQUIRED LOT WIDTH — 25 FEET
ACTUAL LOT WIDTH 509 FEET
INTENDED USE — SHIPS STORE, YACHT CLUB,
AND MARINA WITH DRYSTACK
ZONING ❑RD I NANCEi — SECTION 4. 7,
C-1 CENTRAL BUSINESS DISTRICT,
(1) PERMITTED USES,
(A) STORES RETAILING,
(4) CONDITI❑NAL USES,
(A) DRY STORAGE FOR BOATS
EXISTING ZONE -
C-1
BUILDING SETBACKS -
NONE
EXISTING BUILDING ( RESTAURANT) -
9700 S. F. t
PROPOSED BUILDINGS
SHIPS STORE
FIRST FLOOR -
3649 S.F.
SECOND FLOOR -
5076 S.F.
TOTAL SQUARE FOOTAGE -
8725 S.F.
BUILDING HEIGHT -
31 FEET
CLUB HOUSE
FIRST FLOOR -
7500 S.F.
BUILDING HEIGHT -
20 FEET
DRY STACKS
GROUND AREA
2 @ 6300 S.F. EACH -
12,600 S.F.
1 @ 12, 600 S. F. -
12, 600 S. F.
TOTAL SQUARE FOOTAGE -
25,200 S.F,
BUILDING HEIGHT -
47 FEET
MAX. ALLOWABLE BUILDING HEIGHT -
48 FEET
PARKING CALCULATIONS
TOTAL SQ. FTG, EXIST. BLDG, AND PROPOSED
SHIPS STORE _
9700 S. F. + 8725 S, F. = 18, 425 S. F.
PARKING REQUIRED = BUILDING S,F,/400 -
18,425/400 = 46 SPACES
TOTAL SQ, FTG. PROPOSED CLUB HOUSE -
7500 S.F.
PARKING REQUIRED = BUILDING S.F./150 -
7500/150 = 50 SPACES
TOTAL REQUIRED SPACES -
96 SPACES
TOTAL PROVIDED SPACES -
147 SPACES
<INCLUDING 6 H/C SPACES)
m ZONING ORDIHACE DOES NOT SPECI-Y PARKING
REQUIREMENTS
FOR DRY STACK BUILDINGS
L❑ADING ZONE -
SERVED FROM PARKING LOT
DEED REFERENCE -
D. B. Z33, PG U
D TT
OCT'2 81999 1
Dt;��
COASTAL MANAGEMENT
MASTER SITE PLAN
TREASURE COAST YACHT
CLUB & MARINA
IN THE HEART OF SURF CITY
SURF- CITY, TOPSAIL TWP., PENDER CO., NORTH CAROLINA
OWNER: LIONEL MARK YOW & JENNIFER ARLENE YOW
1900 EASTWOOD RD
SUITE 11
WILMINGTON, NC 28403
[phone]
DATE: 09 /01 /9 9 GRAPHIC SCALE: 1 "=30'
0 10 20 30 60 90
SCALE: 1 `30' FEET
Parker & Associates, Inc. 41ug xoxi��
Consulting Engineers — Land Surveyors) — Land Planners
P.O. Box 976 — 306 New Bridge Street
Jacksonville, North Carolina — 28541-0976
Phone [phone] — Fax [phone]
10/20/99—KHW—REV. PER LAMA REVIEW

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— HARDEES—
TRADING LIMITS X 3 5b
J SILT FENCE 4Q
u,
3' WIDE
FINGER
PIER (TYP)
ID
LEGEND:
EXISTING ELEVATION
7.7 -
PROPOSED ELEVATION
-
FLOW ARROW
TOC -
TOP OF CURB
® CB -
CATCH BASIN
JB -
JUNCTION BOX
-
GRASS
SDIA -
STORM DRAINAGE INFILTRATION ASSEMBLY
�.
L.F. -
LINEAR FEET
0
DECKING
ASPHALT
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SILT FENCE
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— ATLANTIC OCEAN —
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VICINITY SKETCH
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NOT TO SCALE
„ S
STORMWATER CALCULATIONS
DESIGN STANDARD:
• •
�,
RETAIN 1.5 IN. RAINFALL EVENT OVER IMPERVIOUS AREA
IMPERVIOUS AREA = 129,477 S.F.
129,477 SF X 1.5 IN. = 16,185 CF (REQUIRED VOLUME)
12 IN.
STORMWATER INFILTRATION ASSEMBLY
-
AREA OF 2 FT. DIA. PIPE - 3.14 SF
• �� —
a_. _._
AREA OF TRENCH -4FTX8FT=32FT
IT� IL
ti I
32 SF - 3.14 SF - 28.86 SF (NET AREA)
28.86 X 0.4 (40% VOIDS) - 11.54 SF
3.14 SF + 11.54 SF - 14.68 SF (ACTUAL AREA)
TOTAL LENGTH TRENCH PROVIDED - 1219 LF (SEE PLAN)
NEW WOODEN
1219 FT X 14.68 SF/FT - 17,895 CF PROVIDED
BULKHEAD
17,895 CF PROVIDED > 16,185 LF REQUIRED O.K.
`
TOW ELEV. 5.0 �
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' OCT 2 81999
_ �\ INV. 4.0 N
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diVislV�� ..r
ce COASTAL MANpGEM�i°
TOP 7.0
TOP 7.0 CB
INV. 4�0, SLOPE TO INV. 4.0 TOP 7.0
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PARK —
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Sl ABiLiZED
CONSTRUCTION N
ENTRANCE]
r �SLOPE TO NATURAL ,
y
100 SF GRADE AT PROPERTY LINE a
FREESTANDING
0'' ✓ SIGN r w
GENERAL GRADING DRAINAGE MS ON AND
�1 SEDIMENTATION CONTROL PLAN
SF SF---�S --- SF- SF— _•7-:_.---SF --SF--SF—SF- ---SF S! --SF -SF SF SF SF SF SF SF SF SF�
sTREASURE COAST YACHT
o
9S s co
NAIL -- GRADING
TSILT FENCE o CLUB UMARINA A
IN THE HEART OF SURF CITY
K t
SURF CITY, TOPSAIL TWP., PENDER CO., NORTH CAROLINA
LIONEL MARK YOW & JENNIFER ARLENE YOW
1900 EASTWOOD RD
N.C.—, HIGHWAY 210 SUITE 11
�— — — — — - — — — — — — — — — — WILMINGTON, NC 28403
11 [phone]
00' RAW GRAPHIC SCALE: 1"=30'
- DATE: 09/03/99 0 10 20 30 60 90
SCALE: 1 "= 30' FEET
Parker & Associates, Inc. g xoriz,
FIELD BOOK: N/A Consulting Engineers — Land Surveyors — Land Planners
DISK NAME: ACAD 355C P.O. Box 976 - 306 New Bridge Street
FILENAME: TCY_SITE.DWG KHAN Jacksonville, North Carolina - 28541-0978
JOB No.: s970106-2087 SHEET 3 OF 4 Phone [phone] - Fax [phone]

EXISTING ROAD
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
Construction Specifications
1. Stone size — Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
crushed stone.
2. Length — As effective, but not less than 50 feet.
3. Thickness — Not less than six (6) inches.
4. Width — Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Washing When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right—of—
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6. Maintenance — The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights —of —way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or clearout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights —of —way must be removed
Immediately.
aLQ-P-L
SLOPE LENGTH (FT.)
<2%
100
2 TO 5%
75
5 TO 10%
50
10 TO 20%
25 j
>20%
15
2011X26" HEAVY DUTY
FRAME AND GRATE
GROUT �� TEMPORARY
/- 4' MIN: STAKE
FINISHED GRADE "moo
5l� U R AD E
t
TEMPORARY
SILT PIPE DIA. + 12" MIN. SILT BARRIER FABRIC
BARRIER
FABRIC
8" CONCRETE BRICK WAL_I S i�iroc ►i ;
OR PRECAST VAULT WITH --
EXTENDED BASE.
} I41
MIN.
GROUT INVERT CHANNELS�'
L 6 L e: t, a, L j) L
8
-_-- #4 REBAR AT 12" O.C. E.W.
OR MONOLITHIC PRECAST BOTTOM
NOTES:
1. BOX TO BE IN ACCORDANCE WITH NC DOT STANDARDS. BOX TO
BE ENLARGED TO ACCOMMODATE LARGER OR MULTIPLE PIPES AS REQUIRED.
2. FR'AME AND GRATE TO BE DEWEY BROTHERS INC. CH-BN-18
OR APPROVED EQUAL.
3. SILT BARRIER FABRIC TO BE SYNTHETIC FABRIC` MEETING
N.C. D.O.T. STANDARDS FOR SHOULDER DRAINS.
4. ALL SEDIMENT, WET, MUCKY, OR YIELDING SOIL MATERIALS SHALL
BE REMOVED AND REPLACED WITH COMPACTED SELECT FILL
PRIOR TO PLACING BASE COURSE.
YARD INLET CATCH BASIN
WITH TEMPORARY SILT FENCE
NOT TO SCALE
REF: EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, D.N.R.C.D. 1988.
MINIMUM 2 x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
s
NOTE: BURLAP SHALL sa oor�eF
NOT BE USED. gNp�r sr, k
cp^,)V
S0�
qas
WELDED WIRE MESH
NOTE:
SPACING FOR WOODEN
POSTS SHALL BE:
1) 8 FEET MAXIMUM
WITH WIRE MESH
OR
2) 6 FEET MAXIMUM
DIRECTION OF
WITHOUT WIRE MESH
RUN OFF FLOW
WITH EXTRA STRENGTH
WOODEN POST
FILTER FABRIC
WELDED WIRE MESH -
}
BACKFILL
~
EROSION & SILTATION
N
CONTROL FABRIC
GROUND LINE
- ►• ► s
24" MIN.
12" w
EXTRA DEPTH REQUIRED
\��\��'
�'
FOR NON —STABLE SOILS
SECTION VIEW
TYPICAL
INSTALLATION OF SILT FENCE
NOT TO SCALE
6" 1'0"
_ -1 /2 R
• �3 R 4�' LA 1 /Z R
,< 1
N _ j Qi /
1 ---�
TYPICAL 18 CURB & GUTTER SECTION
NOT TO SCALE
, , M11
COMPACTED SUBSOIL -/
ASPHALT PAVING DETAIL
NOT TO SCALE
- A
00
F,; C.A.B.C. oo ,° °° °oao 1 1 /2" 1-2
3 3
TREVIRA S1112 4'
FILTER FABRIC o°
oo�
o° of ° o
#57 CLEAN 15" OR 24" PERFORATED ALUMINIZED
'HASHED STONE 8' 12" STEEL PIPE BY CONTECH OR
APPROVED EQUAL.
STORM DRAINAGE INFILTRATION
iPE DETAIL
NOT TO SCALE
EROSION AND SEDIMENTATION CONTROL NOTES:
1. GENERAL
A. Construction activities shall not extend beyond
grading limits line (GL) identified on plan.
B. Contractor is responsible for maintaining all erosion
control measures and shall amend measures as required to
prevent accelerated erosion from taking place on this site.
2. CONSTRUCTION SEQUENCE:
A. Notify Engineer and Owner prior to beginning
construction.
B. Install stabilized construction entrance and silt fence at site
perimeter.
C. Rough grade parking lot.
D. Construct storm drainage infiltration piping with associated
sediment barriers where indicated.
E. Install underground utilities.
F. Construct stone base, curb & gutter and paving for roads.
G. Seed and mulch or otherwise stabilize all disturbed
areas within 15 working days of completing any phase of
grading thereon.
H. Enlarge, amend, and maintain sedimentation control
measures as needed for revised watershed conditions and
effective restraint of off —site sedimentation.
3. SEEDING SPECIFICATIONS:
Apply Lime and fertilizer and work into seed bed. Seed
mixture shall be distributed uniformly and covered with a
clean straw mulch. Where slopes exceed 4%, asphalt tack
shall be applied. Material and application rates as
follows:
MATERIAL APPLICATION RATE
Lime 1000 Ibs/ac
Fertilizer (10-10-10) 800 lbs/ac
"Rebel" Fescue 100 Ibs/ac
Common Bermuda
(Unhulled Sept. 1 — April 1) 25 Ibs/ac
Mulch 1.5 tons/ac
FIELD BOOK: N j A
DISK NAME: ACAD 355C
FILENAME:
NO.: S9 0106T G2087 DWG KHw
JOBSHEET 4 OF 4
OCT 2 8 1999-
Div r,,�..rw (-
COASTAL MA1A03FMIENT
y adc cppr o(a�e e e
-01
Ot
• .
SE AL,
i 1415
�O®v,f/1af.
DETAIL SHEET
TREASURE COAST YACHT
CLUB & MARINA
IN THE HEART OF SURF CITY
SURF CITY, TOPSAIL TWP., PENDER CO., NORTH CAROLINA
LIONEL MARK YOW & JENNIFER ARLENE YOW
1900 EASTWOOD RD
SUITE 11
WILMINGTON, NC 28403
[phone]
DATE: 09/03/99
SCALE: AS SHOWN
Parker & Associates, Inc. tug Hori�da
Consulting Engineers — Land Surveyors — Land Planners
P.O. Box 976 — 306 New Bridge Street
Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]