25-00 Oversized Plans

2'X12' WALL
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6'X6' WALL
@ 2' ❑.C,
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CORNER WALERS INTERLOCKED
BY EXTENDING OVER UNDER WALERS 2'
MAX SPACING
4.5'1
j I 1 V JIGRADE LINE ELEV, VARIES I I I I II j
I I I I I I II I I I I I I I I l i l l I I I I I I
1 1 1 1 1 1 II I I I I I I I I I I I I I I I I i
l l l i l l II I I I I I I I I I I I l i l l l 1! 4,5'
I I I I I I I II I I I I I i l l l l l l l l l l l
I! 1 i 1 1 1 II II I
LAI' WALERS MIN 2'-0 L/
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MIN 2'-
3'
EVERY OTHER PILE LJ LJ
L1J
N"X8'X'
CPIL8E 6O.C.45�MINIMUM SHEETING
N[JTE, PRU VIDE 6' RIP RAP AT BASE
OF BULKHEAD TO PREVENT TOE BULKHEAD ELEVATION VIEW
EROSION AND SCOUR NOT TO SCALE
TOP OF WALL
ELEV. 5.41
1,01 EXISTING
GROUND LEVEL
8'X8'X11
e
Z)r_U 1IUIN A -A
BULKHEAD DETAIL
M7117
NOTE,
BULKHEAD DETAIL IS TYPICAL AND
MAY BE FIELD M❑DIFIED TO ADAPT
fO LOCAL SITE C❑NDITI❑NS IN COMPLIANCE
KITH BUILDING CODE AND CAMA REGULATI❑NS,
T 1q
FINISHED GRADE 500
SUBGRADE �N
iv
SILT
BARRIER
FABRIC
8" CONCRETE BI?If%K WALLS
OR PRECAST VAui_T WITH
EXTENDED BASE
GROUT INVENT CHANNELS
/-24"X24" HEAVY DUTY
FRAME AND GRATE
7-GROUT TEMPORARY
- MIN. STAGE
PROPOSED
SUBGRADE
TEMPORARY
SILT BARRIER FABRIC
1 8-
#4 REBAR AT 12" O.C. E.W.
NOTES OR MONOLITHIC PRECAST BOTTOM
1. BOX TO BE IN ACCORDANCE WITH NC DOT STANDARDS. BOX TO
BE ENLARGED TO ACCOMMODATE LARGER OR MULTIPLE PIPES AS REQUIRED.
2. FRAME 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
REV. 9/08/99 KHW - ADDED NEW BULKHEAD
REV. 6/15/99 LAM - AID NEW T❑P❑ & L❑CATI❑N INF❑, ADJUST GRADES TO MATCH
I
DIT -1y �
SEP 0 8 1999
DIVISION OF
COASTAL MA14AGEMENT
12"
6" C.A.B.C. *gg�pc&- °off \--1 1/2" 1-2
TREARA S1112 3 3 4'
FILTER FABRIC
`/°�
#57 CLEAN I 24" PERFORATED ALUMINIZED
WASHED STONE 8' 12" STEEL PIPE BY CONTECH OR
--" APPROVED EQUAL.
STORM DRAINAGE INFILTRATION
PIPE DETAIL
NOT TO SCALE
N
1-1/2" BITUMINOUS CONCRETE
ASPHALT TYPE 1-2 (BCSC) -,
24"
� !!�, - L- L- L- L- L- N- L- L- N- N- N- - t,
e e a b.a n s s s s s s s
\d_ A_I `A_� \d-I C `d 1 �_1
6" CRUSHED STONE (CAB
TYPICAL RAISED ASPHALT CURB
NOT TO SCALE
N 31 ` 00' 00' W 200, 00'
3
� 3
C6 10 NEW BULKHEAD 10' ROLL_ -OUT REFUSE L'
M EXISTING APPR❑X, 80 L, F, CONTAINER STORAGE "D
BULKHEAD W111i WOOD SCREEN
2 1' WIDE BULKIIEA _ — 40' `n'
x x x x x
x ----- - - -
X -
•
/ Ar �......
o �5
-.
BUILDING #1
BUILDING #2 REMOVE
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cr�co
1,620 S.F.
3,888 S.F. EXISTING
`
�.F. ELEV.
rn \ F.F. ELEV. BULKHEAD
SILT
FENCE
3
X.'
1.0
11.0
BUII_DIN� #3
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\
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1,U2' S.F. c„
t F ELEV
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_ COASTAL
o \ h' 108' 11.0 m CONCEPTS
5 5.71 d
Ln 5' Lj
ina
ri ,0 SS ❑ FIT2 7,0 �' o
ACE
HARDWARE 30' u + Q -
� z
7,0 6,8 �_ h 6, - WOOD RETAINING
5 SPACES ®9'X19' 14 SPACES ©8'X19' } 7 0 WALL
g X CB / ( CB
°j rn TOP 6.5 4' SCH 40 PV f 9'2 TOP 6.5 AS'?HAL
© IN`✓• 3.5 S WER SERV C INV. 3.5 CURB
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5 —`t 75- LF 24"SDIA F 25 LF �a
x` 24"SDIA '
�, / n
IPF i 7 0 f 4- D PLUG END LDAD I N Z❑NE1 X/ ( SERVICE UG END_ 7 0 `
NOTE- SLOPE THIS` +,�7,� ( ` ` • • _
\+AREA TO EXIST, . �— j ..
X.
8 ! 5, T RADE @ PROPERTYSSC❑ + • ` . - . ' S 0
S�1' 00' 00' E 2 00'
s / 24
B CB CI 0 `Jm -� �Pp
�_ / 100 SF 1" WATER k 0
SITE �' g FREESTANDING METER 0 SITE
LIGHTING 9 0�- SIGN 0 0 ��, LIGHTING
EXIST. EOP 5
STABILIZED STABILIZED
CONSTRUCTION MATCH EXIST. PAVEMENT CONSTRUCTION MATCH EXIST. PAVEMENT
ENTRANCE (ELEVATION 4.6 ENTRANCE ELEVATION 5.0
SLOPE SLOPE LENGTH (FT.)
<2% 100
2 TO 5% 75
5 TO 10% 50
10 TO 20% 25
>20% 1
REF: EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, D.N.R.C.D. 1988.
NOTE: BURLAP SHALL
NOT BE USED.
DIRECTION OF
RUN OFF FLOW
N.C. HWY. 50/210
75' R/W
MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
WELDED WIRE MESH
J
NOTE:
SPACING FOR WOODEN
POSTS SHALL BE:
1) 8 FEET MAXIMUM
WITH WIRE MESH
OR
2) 6 FEET MAXIMUM
WITHOUT WIRE MESH
WITH EXTRA STRENGTH
WOODEN POST FILTER FABRIC
WELDED WIRE MESH - -
BACKFILL - ~
EROSION & SILTATION N
CONTROL FABRIC --� GROUND LINE
24" MIN.
12" �i/��, / EXTRA DEPTH REQUIRED
FOR NON -STABLE SOILS
SECTION VIEW
TYPICAL INSTALLATION OF SILT FENCE
NOf TO SCALE
w
EXISTING ROAD
CONSTRUCTION
ENTRANCE
PROFILE -
11
(SEE NOTE)
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 cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
immediately.
FIELD BOOK: MISC. #144, PG.
DISK NAME: ACAD 449
FILENAME: MC_CENT.DWG 'CC/LAM
JOB NO.: S990128-2545
ATLANTIC OCEAN
I
VICINITY SKETCH
NOT TO SCALE
TRACT DATA,
TOTAL ACREAGE - 2.25 AC
ZONE - C1
LOT COVERAGE - 21 % (20,790 SF)
PARKING REQUIRED - 1 SPACE/400 SF = 18 SPACES
PARKING PR❑VIDED - 18 SPACES (1 H/C)
PROPOSED USE - RETAIL
TOTAL BUILDING S, F, - 7,128 SF
LANDSCAPING,
REQUIRED - 1 TREE/10 SPACES
PROPOSED - 2,249 SF ( PERIMETER)
- 647. 7 SF ( INTERIOR)
SETBACKS - NONE
LEGEND,
IPF - IR❑N PIPE FOUND
CB - EXISTING CABLE BOX
PP - EXISTING POWER POLE
PB - EXISTING PHONE BOX
S, T, - 10' X 20' SIGHT TRIANGLE
SSC❑ - SANITARY SEWER CLEAN OUT
EDP - EDGE OF PAVEMENT
CB - CATCH BASIN
SDIA - STORM DRAIN INFILTRATI❑N ASSEMBLY
F.F. - FINISHED FLOOR
H/C - HANDICAPPED
R/W - RIGHT OF WAY
- FLOW ARROW
G= - TRAFFIC ARROW
x 7,0 - PROPOSED ELEVATION
- LANDSCAPING AREA
- WOOD DECKING
MHW - MEAN HIGH WATER LINE
X565 - EXISTING GROUND ELEVATI❑N
NOTES;
1, BOUNDARY INF❑RMATI❑N TAKEN FROM MAPS
PREPARED BY MARK PADGETT SURVEYING AND
PR❑VIDED BY OWNER TO PARKER & ASS❑CIATES, INC,
2, SITE TOPOGRAPHY DATA PR❑VIDED BY
PARKER & ASS❑CIATES, INC,
3. SITE BENCHMARK, TOP OF MANHOLE, APPR❑XIMATELY
110' SOUTH OF THE SOUTHERNMOST PROPERTY LINE
OF HARDEES, ALONG N, C, HWY. 50 & 210, ELEV, 4,63
ST❑RMWATER CALCULATI❑NS
PROPOSED IMPERVI❑US AREA=17,(09 SF
DESIGN STANDARD;
RETAIN 1,5 IN, RAINFALL EVENT OVER IMPEPVI❑US AREA
1/_,_209 SF X 1, 5 IN
12 IN.
2, 151 CF (REQUIRED VOLUME)
STORMWATER INFILTRATI❑N ASSEMBLY
AREA OF 2 FT D I A, PIPE = 3.14 SF
AREA OF TRENCH = 4 FT X 8 FT = 32 SF
32 SF - 3.14 SF = 28, 86 SF ( NET AREA)
28, 86 X 0.4 (40% V❑IDS) _= 1 1, 54 SF
3, 14 SF + 11, 54 SF == 14,68 SF
TOTAL LENGTH TRENCH PROVIDED = 150 LF
150 FT X 14, 68 SF/FT = 2, 202 CF (ACTLAL VCLU^1E)
2,202 CF > 2, 151 CF
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PRINTED_. > 9 i
PARKER & ASSOCIATES ATE.S INC
CCtl ULTING ENGINEERS LAND SURVEYORS LAND PLANNERS tC fs�4 F .•
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P. 0„ JOK 976 JAGK.,SQNVILI.E: 1�1!' 9,9547.-0976
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SITE & LANDSCAPE PLAN
THE CAUSEWAY
SURF CITY, TOPSAIL TW'P.,
PENDER CO., NORTH CAROLINA
OWNER: MILES McCORMICK
C/O COASTAL CONCEPTS
513 ROLAND AVE.
SURF CITY, N.C. 28443
[phone]
GRAPHIC SCALE: 1 "=20'
DATE: 03/25/99 0 10 20 40 60
SCALE: 1 "= 20' FEET
Parker & Associates, Inc. �p�ng Hor;�
Consulting Engineers - Land Surveyors - Land Planners S
P.O. Box 976 - 308 New Bridge Street
Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]