SW8970401_APPROVED PLANS_20071105 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 C1-10401
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 0-11 I o 5
YYYYMMDD

EROSION AND SEDIMENTATION
CONTROL NOTES:
I. Construction Sawenre:
a. Notify owner, Engineer and Land Quality Section prior to beginning
construction.
b. Grading shall begin at low points, points of outfoll release or at
other locations where sediment measures are shown on the plan;
and the sediment control devices (sediment traps, silt fences,
diversions stormwater• treatment areas, etc.) shall be installed
before or simultaneously with the disturbance of any area draining
to the device.
c. Limits of disturbance will be according to the plan as shown. Silt
fence shall be installed immediately after disturbance. Silt fence
shall be maintained until the disturbed area is stabilized completely.
Silt fences are shown based on topographic information in the
locations expected to be needed to trap sediment prior to entering
down slope areas. Actual locations of installation shall be adjusted
to the actual physical an site topography. That is, where silt fence
is riot shown on the pion but the actual topography reflects a
downward slope, silt fence shall be installed. Where the actual
topography reflects an upward slope silt fence is not rewired.
d. Rough grade site, install catch basins, storm drain pipes, t drainage
swales. Immediately construct rock check dams where shown. Within 15
days, temporary seed swales if not In final condition or permanent
seed and install scale liners, if in final condition.
a. Fine grade parking and storage area. Install concrete surface course.
F. Establish gronndcover on exposed slopes within 15 calendar days, following
S. Contractor is responsible for maintaining all erosion control measures and
Legend:
completion of any phase of grading.
mm
shall amend measures as rewired to prevent accelerated erosion from taking
-
�-
G. Seed, fartilize, and mulch all disturbed areas within 15 days of
place on this site, until site is restabilized and accepted by the engineer and
OIPF
- Iron Pipe Found
completing any phase of the grading work. Apply temporary seeding if
owner.
[76.8]- Existing Design Elevation
NC14R
area is to be disturbed again and permanent if areas have been final
4. Upon restabilization of all disturbed areas and swales, contractor shall remove
graded and accepted by angineer and owner.
all temporary erosion control facilities and grade, grass, mulch, and restabilize
P9 RGD
- Rock Check Dam
"n
2. Seeding Specifications:
Apply time and fertilizer and work into sued bed, seed mixture shall be
the areas.
®ST -
Sediment Trap
Drainage Flow Arrow
X
distributed uniformly and covered with a clean straw mulch. Mulch shall be
--- --
- Existing Ditch
SITE
13
crimped or tacked to help hold in place. Material and application rates follows:
OL
- Disturbed -Limits
NC5
M Materials A plicats rate
sf of --
Silt Fence
/
1113
2 A G&I
aionc
Lime be
Fertilizer (10-10-10) 800 lbs/ac.
PP -
RCP
Power Pole
- Reinforced Concrete
Boathous
®
Ywod
NGN To
Mulch 2 tons/ace
Pi Pe
ei
Asphalt Tack 435 gal/ac.
it -
Property Line
^ _--
Permanent Seeding
ECB
- Existing Catch Basin
Cedar
Point
"Rebel" Fescue 100 lbs/ac.
C.B.
- Catch Basin
-
Corteeret
Common Bermuda
Cr -Centerline
I
Hulled (Apr. 1 - Sept. 1) 50 lbs/ac.
TOG
- Top of Curb
®
Unhulled (Sept. 1 - Apr. 1) 75 lbs/ac.
FL -
Flow
o
0
Rye Grain (Sept. 1 - Apr. 1 only) 50 lbs/ace
German Millet (Apr.l-Sept.l only) 50 lbs/ac.
v`
EOP
- Edge of Pavement
seer
5>�
0
Dem anon
RRA
-I Rip Rap Apron
o
AS�edin
P
Koba Lespedeza 50 lbs/ac.
Q
Q.
Rye Grain 100 lbs/ac.
15 15
O
-Swale Label
a_
s
April -Aug.
German Millet 40 lbs/ac.
- Pipe Designation
Aug. 15 - Dec. 15
O
Rye Grain 100 lbs/ac.
Intracoastal
Waterway
N/F
1Temporary� John Janes \ Cedar Point Vicinity Sketch
Iconstructiorl Fire Department
Entrance _j Not to Scale
Site Benchmark - - or
Ex Nail in PP P or Near i ens �� ct oni
£ Sherwood Dr. Ground Level. Assumed entrance J
1 o a -- ---- - existing design -- ---- ---- - - ---- - - SR 1131 Elev. 75.00
\ - - - - 20' gravel road existing gravel drive - - \•\ W Inv. In 69.]
\ 8 g Inv. G t 69.J by others __ - . -
_ 60 R/ W 7
--- - - Inv-O t_71.6
/ Inv.
In
\ �7 +
\ \ 76 LF 15" RCP
IQ16. II 1 -
IPF •n 365. I'\
n
I \
1
6 �\
Z
s \ems.
w
F ol�� \�
In
`i \ \ \ \
g APPROVED
NORTH CAROLINA ENVIRONMENTAL \ FTi` 4 d't`"
MANAGEMENT COMMISSION Ito existing ditaJ \
DIVISION OF WATER 4UAIM \
General Notes:
I. Boundary information taken from a map entitled 'Survey
for Leonard 5afrit' dated November 25, 19% prepared
by Prestige Engineering and Land Surveyhg.
2. Topographic information by Parker and Associates, Inc.
February 1997 and November 2006.
3. There are no wetlands on site.
4. 'As of January I, 1986, anyone digging with mechanized
awilpment in highway right-of-way, private utility easements,
or public spaces will be rewired by North Carolina Law to
give notice of the proposed excavation to all the existing
area utilities at least 2 working days before starting to dig.
The utility owner is rewired to locate its facilities in the area
of the proposed excavation. Utility members of 'One Call' can
be contacted at 1-800-632-4949.
5. Contractor is responsible for contacting any local utility
companies that are riot members of 'One Call'.
6. Contractor is responsible for any damages to any existing
utilities.
7. Contractor shall remove or relocate all existing structures
and utilities rewired prior to site construction.
8. For additional information, see other plan sheets.
9. Runoff from this project drains to the Boathouse Creak which is
classified as SA:WQW
10. This project is not affected by any special flood hazard area
based upon FEMA map CPN 370466 5374 K (Town of Cedes• Point).
Effective Nnov. 3 2005.
xis mg Ic _ _ 18
68.95t [R� �I �
E-01411 _
t7 72� 1V - �.�' PP IPF Grade f� �OCi (i �C� LT tt2 �1 �� 73 0 73 6
C� C�
to Drain i� �1� [3]0 �-
50 L.F. Min. ��I ] :2� i Owner Option; Site
6q 5:1 Swale �'
• 0.S% / [3 5 174 0 e Remove and Benchmark
ITO� Replica Existing
Concrete rking Perking Area. To v
2 Inv. Out 30 _ Improve Drairoes m
2 I 3 <a A y Conner Elevation
S, C�� -- -- r3 4.25 -4 g 71 8 [2 51 Idewalk 74.6
xistin
� � x r � � � � � x - � ! �/C Ramp 101110�� V 9 �6 vy or �3` Swale
s GB TOP 72.3 2 Story d Pump110
Ay c Concrete 10, ❑'/_ p
v O To
71.8 Tank X75.04
FL 71.32 / u Buiain p Se tic
Remove D Inv. C 69.0 [2] a q2 Tank
15' RCP ' 7 Inv. D 69.7 \ 1 3 Q V A 10,0
/C Relocate A/G
4
Inv. Out �5Y'SL A Unit. Protect
�. �' EGB d k�3.2 F.F. I Story
X With boll
` 3 Elev. v -i if Nees
Top _� �. 74.90 Building ti-� TOC 7 .7 �4.
---
.8 w
9 IS" RCP's invert 169.18 (SW) 7 `p
Z '3. �'Sa invert 69.gl (NW) Bulk Storage Area .d y�'� 0.57X NOTE:
o ` PO g Lumber �4A y S S Contractor Shall
�" Bend �O� �9� TOG 75.q Ensure Positive
.A r ` Construction Occurs
nfiltration basin I� Fence Place Silt
� �- C`��" y�_'a � o Shelter I„I ,2 �� 1Wiat�hrNo Standing
ottom of basin ` lot' _p
fJ
Bottom of � o � x �
C
sieve 68.5 BottoExposed 9b �,� 0 nc\ I _.42 99
y e�: 8l7i 6 TOG �3� o
Slope �,. � - �: 6 FLU
ui TOG 72.1
1 n Basinlets to c FL 71.6 DL At Edge °, WN xn
Shall be urn of Curb Plugged
�:a\
1'o _ SConstruct
�rti Ion-
w
Contributing Existing Design Finish Floor�77tmr
Areas
(T, Stabilized' • ` remove istinnGW L at } f o
f
w
AA - C.B. Lid , Existing 6- A
Is I'lissing� rL �s BoarDesid
IJRCP's my �� ^,b� n o Bin DL •
i
54, y6 u t V Ct Swale
Inv. Out TOP 72.0ECB -- ° V u
68 CB TOG 71.5 ���/ Top 71.8 do
B FL 71.0 Inv. A 69.0 overt 69.,3 (SE) _
/ S
- Inv. 601.7 p h� " Invert 69.06 (5114) u �
° 9
-- / Remove Jun� 0 ction 2] A6
} Y// Box and all 150 11 j w u < x72.40
RCP DL at
<p EOP r
150 L.F. Min. DL At Edge
5:1 Swale Inv. Oct TOC 72.1 of Curb r32 TOCI S
00.5% .6 3 FL 71.65 24 C G I
I I i'k ryP - ---Edge of Goncreie1�73-- -L SS 7
O5.6.0
FL 75 + i71.9 TOC� 24° Concrete A --- > > A
.� 2 r72.5 TOE .a ti 3.3 �' S v �- r
Ab e 71 4 FL iS urb 6 Gutter 72.0 FL sq �� Sn `� o� Sv v 24 CKa 99) rn�
- - - -�� '!
- p - O Chain l ink fence O L _ d �� T -� -�� s }
/,9 MatC
C - ® - t 5O P + 6a CBA+4 v 03 - _-
L ? S e a S +j 4 _ __ Existing ditch
_ � 6 d .6 d 71.OB
---71 -- S 9 d9
365.83, 580.60' x72.99 xS IPii
� 5 35'43'15' W - 946.43'
DRAINAGE PEPE CHART
SWALE CALCULATIONS OUTLET
Channel AREA Q10 DIAMETER GRADE LENGTH VELOCITY
9rea Q10 Side- Slope Velocity Velocity Depth PIPE (acres) (cfs) (inches) (ft / ft) (if) (fps)
A - � -1 P - - Gradin Drainage, Erosion and Sedimentation Control Plan
Seam pere� (cfs Slope � (bare) ( reseed) (grassed) g r
Ti 0.5 � �- B 1.4 8.0 18" RCP 0.0078 98 6.1
C 1.4 9.0 18" RCP 0.0077 69 6.0 CEDAR POINT BUILDING SUPPLY
2 - 2 1.9 9.0 5:1 0.5 2.8 1.2 1.2 D 1.9 9.0 18" RCP 0.0077 52 6.0 ` '`''
EXTERIOR STORAGE ADDITIONS
Q=CiA RCP = Reinforced Concrete Pipe " -
Q=ciA Friction Factors tc=5 min. CFS = Cubic Feet per Second
C=0.9 n=0.02 Bare Earth -. i10=7.17 in/hr. LF = Linear Feet
Cedar Point, North Carolina
i10=7.17 in/h:. n=0.06 Grass C=0.9 FPS = Feet per Second ' Owner:
v= 1.49 R 2/3 s 1/2 '
Safrit Properties, LLC
... i',
In NOTE: P.O. Box 388
Notes: 1. Contractor shall use invert elevations shown on plans Beaufort North Carolina 26516-0388
1. See site Ilan for typical section locations. � � �
for construction. Grades shown above are rounded.
2. Line bottas and sides of all ditches and 2. p(252) 728-3843
swalType 1 e lengths in chart are from centerline catch basin
wish American Excelsior Curlex Blanket Pi
Type I. to centerline catch basin. Actual pipe lengths may vary
due to size of catch basin boxes. DATE: 06/1 q/07 GRAPHIC SCALE V'-30'
PRiNTIED _p 0 10 20 30 (00 90
PARKER & ASSOC!ATES INC SCALE : 1 " = 30'
EE
'JQNSULTING ENGINEERS IF24D SURVEYORS LAND PLANNEW
p ROx R76 JACKSONVLLE NC 28541-0970 Parker & Associates, Inc. gin
FIELD BOOK: N/A Consulting Engineers - Land Surveyors - Land Planners `�� aO�
76
DISK NAME: ACAD 1090 SHEET 1 OF 2 P.O. Box dg - re541-0978
908 New Bridle Street - 28540
FILENAME: CEDAR POINT GEN.DWG KHW/BLD Jackeondlle, North Cemilina
JOB NO.: S060502-4214 Phone [phone] - Fax [phone]

NOTE: BURLAP SHALL
NOT BE USED.
A 1 ? 1 A
1 w
MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
WELDED WIRE MESH
5'
BERM
S4
EXIST►NG � UN2 5r —
_ BERM
TOP OF BERM 71.0
�(--� TOP OF 1.5" VOLUME 69.5
112" R4CIN RnTTOM RR 5
INFILTRATION BASIN - SECTION VIEW
SECTION A -A
NOT TO SCALE
SPLASH 1
APRON 1 1/2D
W =CHECK DAM WIDTH
D- DEPTH OF CHANNEL
dm= MEDIAN DIAMETER OF STONE DIRECTION OF
B BOTTOM RUN OFF FLOW WOODEN POST 6" CONCRETE
PLAN VIEW WELDED WIRE MESH
TOP CHANNEL 6" BACKFlLL
6" EROSION h SILTATION ^� QP
W = VARIES �'W//��' 12" CONTROL FABRIC I GROUND LINE
1/2 W (CHANNEL) f1/2D D
—1 24" MIN.
1/2 1 1 20 FLOW 12";(�, EXTRA DEPTH REQUIRED ® 1.5 0 O
' sue`_ FOR NON —STABLE SOILS OC
T m 15" RCP
4 kgN SECTION VIEW
CHANNEL �T STONE ��JJ
BOTTOM TYPICAL INSTALLATION OF SILT FENCE TO INFILTRATION
NOT TO SCALE r o e cud
SECTION A -A
SECTION B-B
HO L GIVEN MANSIONS ARE MMMl1M UNLM ODO M% SPECIf1ED
BY THE ENGINEER FOR SITE SPECIIC CONDITIONS.
EXISTING ROAD
R/W I I J L'__� R/W
CONSTRUCTION
ENTRANCE
PROFILE
(SEE NOTE)
50' MIN.
LENGTH
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 atone.
2. Length - As effective, but not Ie than 50 feet.
3. Thickness — Not lop than six (6) Inches.
4. WIMh — Not Is" than full width of all points of
Ingress or egress. Minimum of 12'.
5. Washing — When necessary. wheels shill be cleaned to
remove sediment prior to entrance onto public right—of—
way. When washing is required. It shall be done an an
area stabilized with crushed stone which drains Into an
approved sediment trap or sodkmsnt boom. AN sedmett
shall be prevented from entering any wterm droin, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6. Molntmonce — The entrance shall be maintained In a
condition which will prevent tracking or flowing of
sediment onto puck rightrof—way. This may require
periodic: top dressing with additional stone as conditions
demond and repair and/or cemout of any measures used to
trap sediment. All sediment. spilled, dropped. washed or
tracked onto public rights —of —way must be removed
Immediately.
IREV. 06/02/97-KHW-CHG. CHUTE DETAILS TO CATCH BASINS
REV. - 5/7/97-CAS-CH ANGE CONCRETE CHUTE DETAILS
_L
—
FD
RIF .....
5D I
IN CHANNEL
TOP OF CHANNEL
ROCK CHECK -\
DAM
tl`P31 TA ei
VARIES (SEE CHART) CHANNEL
FLOW FLOW
VARIES
\/X (SEE CHART) , !`�
NQTES:
1. SEDIMENT TRAP TO BE INSPECTED AND MAINIAiNED
AFTER EACH PERIOD OF SIGNIFICANT RAINFALL TO
RESTORE TRAP TO ITS ORIGINAL DIMENSIONS.
L
PLAN VIEWS
20
I:Ce][e:1_CI: 47A
SECTION VIM
MEDIAN STONE DIAMETER = SIZE
1. D = INSIDE DIAMETER OR WIDTH
OF CULVERT
2. MINIMUM STONE THICKNESS TO BE
TWO TIMES SPECIFIED STONE DIAMETER.
RIP RAP APRON
NOT TO SCALE
e
2" WIDE STAINLESS
STEEL STRIP
ANCHORED TO CONCRETE
CONCRETE SLAB
REINFORCED WITH
WIRE MESH
OPENING
IN CURB
CONCRETE CO'JER
WITH LIFT HANDLES
TOP OF CURB 71.5
OPENING IN CURB—,\ �
24" CURB do GUTTER �}
MONOLITHIC
CURB/CHUTE POUR
15" BY-PASS PIP
INV. 69.5
COMPACTED —
SELECT FILL 6
4" CPP PERFORATED PIPE
T6"
12"X12"
NOTE: 15" PERFORATED PIPE
TO HAVE 24"X24" CONCRETE
SLABS FOR ANCHORS
FIELD BOOK: MISC. /137. PG 59-63
DISK NAME: ACAD 377
FILENAME: CPBS__DET.DWG CAS
JOB NO.: S970130-G2108
I UL. I MIL —
PLAN VIEW
NOT TO SCALE
TOP OF CATCH
BASIN 72.0
15' RCP
TO INFILTRATION BASIN
2' 3 I ion
3'
SHEET 2 OF 2
JL I AIL —
iORIZ. 1 B=4r
VERT. 1 "=2'
DETAIL SHEET
se•
CEDAR POINT BUILDING SUPPLY
CEDAR POINT, NORTH CAROLINA
SAFRIT PROPERTIES, LLC
BEAUFORT. NORTH CAROLINA
DATE: 03/26/97
SCALE: AS NOTED
Parker & Associates, Inc. ,
Consulting Raglneers - Lend 9nrweyors - Land Planners
P.O. Box 976 - Jaobon Wo. North Ce"Una - 86641-0976
Phone [phone] - Fax [phone]

r
F1
=,A
s_
A
SPLASH
APRON
BOTTOM
TOP OF PLAN VIEW
#67 STONE
jA
1 1/2D
W = CHECK DAM WIDTH
D= DEPTH OF CHANNEL
dm= MEDIAN DIAMETER OF STONE
6„ 6„
CHANNEL TOP
STEEL POSTS
NOTE: BURLAP SHALL
NOT BE USED.
WELDED WIRE MESH
6' BELOW GROUND
J
1 MOTE:
SPACING FOR STEEL
f POSTS SHALL BE:
1) 8 FEET MAXIMUM
DIRECTION OF WITH WIRE MESH
RUN _FFF F Ol^ OR
2) 6 FEET MAXIMUM
STEEL POST WITHOUT WIRE MESH
WITH EXTRA STRENGTH
WELDED WIRE MESH FILTER FABRIC
EROSION 4 SILTATION -
CONTROL FABRIC COMPACTED tPv
IL
GROUND LINE
24' MIN.
EXTRA DEPTH REQUIRED
4" FOR NON -STABLE SOILS
- SECTION VIEW ■
TYPICAL INSTALLATION OF SILT FENCE
NOT TO SCALE
OPENING
IN CURB
I VC IL�IL
PLAN VIEW
NOT TO SCALE
1/2 WA/4
� I I I �1/2D
(CHANNEL) j} D I I CONCRETE COVER
1/2 1 1 2D FLow F� 5D -mil f-- WITH LIFT HANDLES TOP OF CATCH
-+.-ITOP OF CURB BASIN
4" MIN
7 STONE
CHANNEL _ L _ J- OPENING IN CURB
BOTTOM CHANNEL 3D
z`"'E_:. - - 24" CURB & GUTTER
SECTION A —A SECTION B—B x 71.0
15' RCP
MONOLITHIC 69.0 INV.
NOTE- GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED IN CHANNEL NO CHANNEL CURB/CHUTE POUR �
BY THE ENGINEER FOR SITE SPECIFIC CONDITIONS.
PLAN VIEW 18" BY-PASS PIPE
FORTIFIED ROCK CHECK DAM INV. 69.7 y���\ TO INFILTRATION BASIN
COMPACTED �`
NOT TO SCALE D SELECT FILL 6„ 2' I_ 3' IN ( 6„
TEMPORARY LINER
INSTALL PER MANUFACTURE'S
DEPTH AS RECOMMENDATION
N ON
PLANS
II
1.5' LINER HEIGHT
3or5
SWALE DETAIL
NOT TO SCALE
EXISTING ROAD
R/W I I A Y R/W
ENTRANCE
PROFILE
(SEE NOTE)
50' MIN.
LENGTH
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
Constr,cflm Specifications
1. Stone size — 2-3" washed stone
2. Length — As effective, but not lees 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 — Men 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 on
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 method&
6. Maintenance — The entrance shall be maintained in a
condition which *NJ 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.
Rlf I —
TOP OF
2 D
SECTION VIEWS
MEDIAN STONE DIAMETER = 6" RIP RAP
1. D = INSIDE DIAMETER OR WIDTH
OF CULVERT
2. MINIMUM STONE THICKNESS TO BE
TWO TIMES SPECIFIED STONE DIAMETER.
RIP RAP APRON
NOT TO SCALE
2'
MAX
2'
lq-GAUGE HARDWARE CLOTH
(1/4" MESH OPENINGS) --�
8" CONCRETE BRICK WALLS OR
STANDARD PRECAST VAULT —�
TOP OF HOOD,
IF CURB INLET
36" MIN.
PIPE
2,1] 7
I GRATE 4 FRAMERB
30" MIN.
PIPE CUT AND
GROJTED FLUSH
PIPE WITH HALL -
PIPE
MIN. STAKE
�#57 WASHED STONE
2:1 SLOPE
GRATE AND FRAME
II FPROPOSED
PAVEMENT PROPOSED
Iq-GAUGE HARDWARE CLOTH
(114" MESH OPENINGS)
GROUT
INVERT CHANNELS
5' MIN.
STAKE
#57 WASHED STONE
/--2:1 SLOPE
ASPHALT
SURFACE
1p PROPOSED SUBGRADE IF
i PAVEMENT PROPOSED
19-GAUGE HARDWARE CLOTH
1 �(I/4" MESH OPENINGS)
PIPE
sIDE SECTION
NOTES:
1. Box to be in accordance with N.C.D.O.T. STANDARDS. Box to be
enlarged to accommodate larger or multiple pipes as regyired.
2. Dewey Brothers, Inc. CH-BN 2001 24" X 36" frame and radius grate or equivdient.
3. Drainage fabric meeting N.C.D.O.T. standard specifications for shoulder drains.
CURB INLET CATCH BASIN
WITH TEMPORARY SILT FENCE
NOT TO SCALE
3'
TYPICAL CATCH BASIN DST)
HORIZ. 1 =4
VERT. 1 "=2'
3000 P.5.1. CONCRETE
CONCRETE
N
- n• n - e-
L 24' T
COMPACTED SUBGRADE
CURB & GUTTER AND PAVING SECTION
PAVEMENT
TYPICAL EXTRUDED
CONCRETE CURB
NOT TO SCALE
Detail Sheet
NOT TO SCALE
Per
Foot p
3:1 H:V
" A or Flatter
Concrete
5
Typical Grading Away
From Edge of Concrete
NOT TO SCALE
CEDAR POINT BUILDING SUPPLY
h 1; EXTERIOR STORAGE ADDITIONS
.,� Cedar Point, North Carolina
Owner: Safrit Properties, LLC
P.O. Box 388
i
Beaufort, North Carolina, 28516-0388
[phone]
(ku DATE 06/19/07
&/lI4/oT SCALE: AS NOTED
Parker & Associates, Inc. tag Aari2;0�
FIELD BOOK: N/A Consulting Engineers - Land Surveyors - Land Planners -
DISK NAME: ACAD jJ1090 SHEET 2 OF 2 P.O. Box 976 - Jacksonville, North Carolina - 28541-0976
FILENAME: CPBS_DET.DWG BLD -
JOB NO.:S060802-4214 Phone [phone] - Fax [phone]
T(
N

LEGEND:
- DRAINAGE FLOW ARROW
X70.68
- EXISTING SPOT ELEVATION
TOW
- TOP OF WALK
TOC
- TOP OF CURB
FL
- FLOW LINE
76-8-1
- PROPOSED SPOT ELEVATION
RRA $0
- RIP RAP APRON
RCD C
- ROCK CHECK DAM
ST ®
- SEDIMENT TRAP
T 0
tj
- SWALE SECTION
O-
PIPE DESIGNATION
- ----64----
- EXISTING CONTOUR LINE
-
- PROPOSED DITCH
--
- EXISTING DITCH
IPF
- IRON PIPE FOUND
Pp
- POWER POLE
RCP
- REINFORCED CONCRETE PIPE
CPP
- CORRUGATED PLASTIC PIPE
• 72.12
7> 7
X 70,4z -
• 71.22
- N/F
JOHN JONES
\\ 72.92
,302
7c3 %
74 • 74.12
/ . 73.72
/ . 7352
73
72.42
. 73 32 /
II
j
TEMPORARY
7 �2 EF TRANCE -
f
, • 72.92
I I ---
• 67.56 • 671$03.06
1 69 7 ; �. PROPOSED 60' UTILITY
6Z Al� & R/W EASEMENT INV INV. IN 69.4
�7 %1 20 'P 6 1 1 RCP N0' R
IPF \I •• 68.2a N 35'43'02" E 946.31 RRA 357
`1 sos , its 365. 1' 1 �� j sin ?6 ''_o I ® 729. • 73. e
m s C %o / ' d \ T0CU0_
(ST #1/ PIPE A(HORS INE DITCH INTERSECTION EVERY TAIL "
06 ; 3:1 SEE D TAIL TH 5 SY RIPRAP
\ SLOP
\'� • SL E t 71-sa �
64.00 \ • 6 + I II 1 .96 • 70.66 130' 1 71.96
I ,ij • 69.54 • 75.68✓
64.E SI T FENCE j I I ' / /
I /75 sz
40' 1 50' ` 4 �
x
P ORA
Pj YPASS SWALEI\.
-0 51 I P (Ln- .
• 618 I 1 II O' ( 15 PERFORATE
INFILTRATION BASIN NOTES: \ ' X }
°i 1. CONCRETE PIPE ANCHORS TO BE PLACED 7o.oa 2_ / � • 76.7s
L4 EVERY 20't (SEE DETAIL). \�f I ` p/ 15 RCP 2
t2. E S OF PERFORATED CPP TO BE LEFT S� I ` 1 ` 1� 4. I FILTRAT10�1 �_ CU
\ l BASIN / TRANSI ON
3. 5' WIDE BEAM AT ELEV. 71.0 TO BE INSTALLED \ o + 1 \ (TYP) F / R P PP
1 AROUND PERIMETER OF BASIN WITH 3:1 SLOPES BOTTOM 9'_ 2.1 TOc
ON Boni SIDES. 6 FL
\y , t ri,67. to E�EVASIN e / a 60 Mo TOC 71.5
I wt FL 71.0
1 I o INV. TO BASIN 68.8
\654. \ k I o INV. TO DITCH 69.5
C.B.
C) 644
Lo
88 $6 \ \� <pA� ° $, t X4• PERFORATED _ F0�0
20' ` BASIN 68.8
'.5
U+L1L IO-DFl:eli � 5 3tie
w0 61.78 63.53 65.36 67.42 6930 \ 0 15• 1 p' CP
0 `�, \\ \, \N ERFORATED
TRPP
ANSITION -
+� e -CPP
• 69.78 TIE NEW DITCH � + TOP OF RERM
�_-
TO EXIS G DITCH ,\\ ��--aeza SL�iEE
-_ T
WAI
YP
:1 1 P
-X-X-X-X-X-%-�-M
365.83'
GENERAL NOTES:
1. BOUNDARY INFORMATION TAKEN FROM A MAP ENTITLED
'SURVEY FOR LEONARD SAFRIY DATED NOV. 25, 1996,
PREPARED BY PRESTIGE ENGINEERING AND LAND SURVEYING.
2. TOPOGRAPHIC INFORMATION
BY PARKER & ASSOCIATES, FEBRUARY 1997.
3. SITE IS PARTIALLY WOODED.
4. PROPERTY LINE IS THE GRADING LIMITS. DO NOT DISTURB ANYTHING
OUTSIDE OF GRADING LIMITS.
5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND
UTILITIES PRIOR TO COMMENCEMENT OF WORK.
6. AS OF JANUARY 1, 1986, ANYONE DIGGING WITH MECHANIZED
EQUIPMENT IN HIGHWAY RIGHT-OF-WAY, PRIVATE UTILITY EASEMENTS,
OR PUBLIC SPACES WALL BE REWIRED BY NORTH CAROLINA LAW TO
GIVE NOTICE OF THE PROPOSED EXCAVATION TO ALL THE EXISTING
AREA UTILITIES AT LEAST 2 WORKING DAYS BEFORE STARTING TO DIG.
THE UTILITY OWNER IS REWIRED TO LOCATE ITS FACILITIES IN THE
AREA OF THE PROPOSED EXCAVATION. UTILITY MEMBERS OF ULOCO CAN
BE CONTACTED AT 1-800-632-4949.
7. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ANY LOCAL UTILITY
COMPANIES THAT ARE NOT MEMBERS OF ULOCO.
8. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES TO ANY EXISTING
UTILITIES.
10. THE STORMWATER INFILTRATION BASIN REWIRES INSPECTION DURING CONSTRUCTION
AND UPON COMPLETION REWIRES CERTIFICATION OF CONSTRUCTION TO THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT BY A
PROFESSIONAL ENGINEER. SEE THE BASIN SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
11. FOR ADDITIONAL INFORMATION, SEE STORMWATER PERMIT
AND EROSION CONTROL APPROVAL LETTER.
REDESIGN, MOVE BASIN, BLDG.'S
67.0 - - - -
71 --- -- I 20' .7-2�-
"---- 72.78
J JJ YJ 1:.7
EROSION AND SEDIMENTATION CONTROL NOTESI
1. Construction Sequence
a. Notify Owner and Engineer prior to beginning construction.
b. Install stabilized construction entrances.
C. Begin clearing and grubbing of required areas.
d. Install slit fences in locations shown.
F. Excavate stormwater infiltration basin one foot deeper than
elevations shown on plans to act as sediment trap.
g. Install storm drainage piping and construct swales.
h. Rough grade site.
i. Maintain erosion control measures after every rainfall
event to assure full functionability.
J. Fine grade site. Place CABC over compacted subgrade.
Install asphalt surface course.
k. Seed, fertilize and mulch all disturbed areas within 30
days of completing the grading work for the area
involved.
2. Seeding Specifications
Apply time and fertilizer and work into seed bed. Seed
mixture shall be distributed uniformly and covered with a
clean straw mulch. Where slopes exceed 4X•, asphalt tack shall
be applied. Minimum material and application rates are as
follows, MATERIAL APPLICATION RATE
Lime 1000 LBS/AC.
Fertilizer (10-10-10) 800 LBS/AC.
'Rebel' Fescue 100 LBS/AC.
Common Bermuda
(Unhulled Sept.l - April 1) 25 LBS/AC.
Rye (Nov. 1-Feb. 30 only> 50 LBS/AC.
Mulch 1.5 TONS/AC.
3. 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.
4. Once areas have been stabilized, Contractor is to remove
temporary erosion control measures, regrade, reseed and
remulch these areas as needed.
MUCK & FILL EXISTING DITCH
WITH COMPACTED SELECT FILL
CEDAR POINT
FIRE DEPARTMENT
• 72.82
I -_
STING QESIGN
GRAVEL�ROAD
BY OTHERS--,,
­1110-
ORARY
EXISTING GRAVEL I
INV. OUT 71.6
2' RRA
0
M
r .04 _
IPF
TI2 \ ., ;+ flu , 0,158 73. +�y �
2, o OUTSI E BULK STORAGE FIN. FLOOR Z2AI 9 SIP C\S 10' 18YP. 30. R 73.-8 ---' SITE BENCHMARK
+ 10' RR SPIKE IN PP
\ / i 16�3. 74\ / 73.5 /s S MIN AT GROUND LEVEL
/t \ 'z8 \ ASSUMED ELEV. ZQ
2-60 DRAINLINES
71.6 60' \\ ` 72.5 \ \ �Q s' MIN I 238
72.7 24 TANK( x
`. H/C RAMP 1 RE AI
7,.3a \\ 3 BUILDING
\ 13 ¢,. in FINISH
0 FLOOR
74.
OUTSIDE BULK STORAGE t _11 ,n • 7358 EXISTING
r- 3' SWALE
2.Se
` 4.(1 o
CONC ETE • 71,58 ?9,9
RB & G TTER 'BULK STORAGE AREA _7�
110' x
74 SILT FENCE I 0
( ` /
0
N
�2*
a �:S4 GRADE THIS AREA TO W
�. / / / • 70.e8 DRAIN- tJT TO DITCH
AISLE / � �� x N
J =--- _ - BOARD 00
FINISH FLO R ELEVATION 73. �75
BIN r
- - - - -�� FINISH I U)
i FLOOR I In
40
_ Z41 x
/ • E-THRU AISLE / n.ea
a�2��/
i r
:-10'in CD
` ~ -� a APPROVED
110M CAROUNA EWOUN WOOK
�\ 163' /' i / . 7o.6e MIUTAOEOF W TUI OSM
QUALff
-+► / m DIVISION OF WATER DUALITY
APPROXIMATE / wmwstwPer. 9 1 71.28
WETLANDS BOUNT R"
LINES CONC. CURB & GUTTER
- - - - - - / 24' /+
i +
FTO-C-722-31 C 73.2
FL 71.4 FL 7 0 FL 73.1 • 71.68 */*
[ %'�-X-.-_ �1i-- % mil- -..�Xi-X_X�X_X�%_X-%---�X�X�x %-X-%X-%-%-%�
»JX 68 0
RELOCATE EXISTING DITCH_ TO HERE]
SILT FENCE
LT
FVISTIN6 DITCH
• iz.5a
580.60'
49)
IPF
• 72.
. 71.88 75.98
LINE DITCH INTERSECTION
MUCK & FILL EXISTING DITCH
nE TO
WITH 5 SY RIPRAP
WITH COMPACTED SELECT FILL
EXISTING
TYPICAL SWALE •-i ATIONS
SWALE
AREA
010
DRAINAGE PIPE
CHART
LENGTH 010 OUTLET
DIAMETER
GRADE
PIPE
(ACRES) (CFS)
(INCHES)
(FT/FT)
<LF)
VELOCITY
(FT/SEC)
A
0.04
0.2
12' RCP
.005
76
1.9
B
0.45
1.9
15' RCP
.005
76
2.5
C
1.07
6.9
15' RCP
.012
16
6.5
D
0.94
6.0
15' RCP
.012
16
616
0 =
CIA
RCP = REINFORCED
CONCRETE
PIPE
llo=
7.17
IN/HR
C =
0.6
Sediment .Disturbed
SEDIMENT
TRAP CHART
Size
Volume
Trap
Area (Acres)
(Cubic Yards> (Length x Width x Depth)
N 1
0.15
5
9'L
X 5'W X 3'D
M 2
0.20
7
16'L
X 5'W X 3'D
N 3
0.50
17
25'L
X 6'W X 3'D
Design Standard - 33.3 C.Y. Sediment Trap Volume Per Disturbed Acre
GRADING, DRAINAGE, EROSION '~
AREA SIDE CHANNEL VELOCITY VELOCITY AND SEDIMENTATION CONTROL PLAN ky, 1 �
SECTION (ACRES) 010 (CFS) SLOPE SLOPE (BARF) (GRASS)
I - 1 0.94 6.0 511 1,6Z 3.9 1.7 CEDAR POINT BUILDING SUP
2 - 2 3.0 12.5 3-1 1.67. 4.7 2
or
NOTES See Site Plan for Typical Section Locations. URMWATE CEDAR POINT, NORTH CAROLINA
Q=cla FRICTION FACTORS, QWNER•
110= 7.17 inches/hr. n= 0.02 Bare Earth n E C E 1 1/ E
C=0.9 SECT. (D _ 0 n = 0.06 Grass (�fnus SAFRIT PROPERTIES, LLC
C=0.7 SECT. v=1.49 R 2/3 S 1/2
n JUN 021997
EE BEAUFORT, NORTH CAROLINA
PROJ ft if 0 7
PRINTED L - 5�
PARKER & ASSOCIATES INC
CODLSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS
P Ux 0,DX 976 7ACKSONVILLE NC 28541-0976
FIELD BOOK: MISC. /137. PG 59-63
DISK NAME: ACAD 377
FILENAME:CPBSGEN2.DWG CAS
JOB NO.: S970130-G2108
SHEET 1 OF 2
4v)
DA fE: 03/26/97 GRAPHIC SCALE: 1"=30'
0 10 20 30 60 90
SCALE: 1 "=30' III FEET
Parker & Associates, Inc. (S-
Conewtind Enaineen - Land 8nnL eyon - ad nannw e
P.O. Bos 976 - 7aoll omilta, North Carolina M41-OM
Phone [phone] - Pas (910) 4644 6-s1

I;_
LEGEND
-----►
- DRAINAGE FLOW ARROW
X70.68
- EXISTING SPOT ELEVATION
TOW
- TOP OF WALK
TOC
- TOP OF CURB
FL
- FLOW LINE
76.8
- PROPOSED SPOT ELEVATION
RRA ®
- RIP RAP APRON
RCD
- ROCK CHECK DAM
ST ®
- SEDIMENT TRAP
- SWALE SECTION
®
- PIPE DESIGNATION
-- -64--- -
- EXISTING CONTOUR LINE
-
- PROPOSED DITCH
-------------
- EXISTING DITCH
IPF
- IRON PIPE FOUND
PP
- POWER POLE
RCP
- REINFORCED CONCRETE PIPE
CPP
- CORRUGATED PLASTIC PIPE
1 61.78
73
74 74 12
• 7212
73 S`
71 7'
. 7062
- j
I
. 71,22
N/F
JOHN JONES 7332
7- _
72.92
TEMPORARY
CONSTRUCTION
. 73,72
. 72 42
73
\ CEDAR POINT
FIRE DEPARTMENT
I
2 ENTRANCE . 72.82
I ! `• ' 72.82 TEMPORARY
• 65.6`? • E756 s'100- + -� 73.06- -- - -- - CONSTRUCTION
I �a ` ENTRANCE
69 EXISTING DESIGN EXISTING GRAVEL DRIVE herhuc
7b PROPOSED 60' UTILITY I S
I & R/W EASEMENT INV. IN 69.4 ZQ" GRAVEL"'ROAD INV. IN 72.0
NV BY OTHERS INV OUT -7 6
' 611.24
N -35-43'02" E
�k- 946.31'
(
m F' 64s 365.71'
`'
•mod
`N. `?.� � `f
"C
° s
RC ST #1
t`
PIPE ANCHORS
�6
EVERY,20't
INE DITCH INTE
3:1
SEE D TAIL
TH 5 SY RIPF
,.
SLOP
` I
3: TUP
Up HUM
64. 00 \, r .�a0 I �I
96
• 70.66
71.96
`\.
69.54
1 I
SI T CE
/`
1
64
� x
40'
i 50'
40' T
I
Aj
r4 PERFORATED
20'
15" PERFORATE)
�831a
CPP
INFILTRATION BASIN NOTES: x /
1. CONCRETE PIPE ANCHORS TO BE PLACED ° p4 -
EVERY 20't (SEE DETAIL). \" f`
2. ENDS OF PERFORATED CPP TO BE LEFT t3L /
� � 15"X4- IFILTRATI0�1
OPEN. Z �, �.� TEE BASIN ! ad
3. 5' WIDE BEAM T ELEV. 71.0 TO BE INSTALLED \ \ * (TYP) I I f
AROUND PERIMETER OF BASIN WITH 3:1 SLOPES N, BOTTOM QF
ON BOTH SIDES. �y ,'\ " ' 4 BASIN LZ
��L0 E�EV. 68 5_
65
�I
,
\ \ ' o
67 �s\4 %t 0
$8 66 \ + �p�� q� 1 'x4" PERFORATED
F
NNNNNNNNN.
`� * 40' 20'
= 63.53 65.3F 67.42 15" _10,
ERFORATED
SLOPE-
• 6s.7s E NEW DITCH +
LIO EXISTING DITCH RCD _~X 6824-_. SEW -- - --
ST #3 + a -- -- -
. 7; 6F
36
GENERAL NOTE&
1. BOUNDARY INFORMATION TAKEN FROM A MAP ENTITLED
'SURVEY FOR LEONARD SAFRIr DATED NOV. 25, 1996,
PREPARED BY PRESTIGE ENGINEERING AND LAND SURVEYING.
2. TOPOGRAPHIC INFORMATION
BY PARKER do ASSOCIATES. FEBRUARY 1997.
3. SITE IS PARTIALLY WOODED.
4. PROPERTY LINE IS THE GRADING LIMITS. DO NOT DISTURB ANYTHING
OUTSIDE OF GRADING LIMITS.
5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND
UTILITIES PRIOR TO COMMENCEMENT OF WORK.
6. AS OF JANUARY 1, 1986, ANYONE DIGGING WITH MECHANIZED
EQUIPMENT IN HIGHWAY RIGHT-OF-WAY, PRIVATE UTILITY EASEMENTS,
OR PUBLIC SPACES WILL BE REQUIRED BY NORTH CAROLINA LAW TO
GIVE NOTICE OF THE PROPOSED EXCAVATION TO ALL THE EXISTING
AREA UTILITIES AT LEAST 2 WORKING DAYS BEFORE STARTING TO DIG.
THE UTILITY OWNER IS REQUIRED TO LOCATE ITS FACILITIES IN THE
AREA OF THE PROPOSED EXCAVATION. UTILITY MEMBERS OF ULOCO CAN
BE CONTACTED AT 1-800-632-4949.
7. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ANY LOCAL UTILITY
COMPANIES THAT ARE NOT MEMBERS OF ULOCO.
8. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES TO ANY EXISTING
UTILITIES.
10. THE STORMWATER INFILTRATION BASIN REQUIRES INSPECTION DURING CONSTRUCTION
AND UPON COMPLETION REQUIRES CERTIFICATION OF CONSTRUCTION TO THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT BY A
PROFESSIONAL ENGINEER. SEE THE BASIN SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
11. FOR ADDITIONAL INFORMATION, SEE STORMWATER PERMIT
AND EROSION CONTROL APPROVAL LETTER.
IREV. 06/02/97-KHW-COMPLETE REDESIGN, MOVE BASIN, BLDG.'S
__71 -- --- 20'
S 35'43'15" W - 946.43' • 71 74
EROSION AND SEDIMENTATION CONTROL NOTESi
1. Construction Sequence
a. Notify Owner and Engineer prior to beginning construction.
b. - Install stabilized construction entrances.
C. Begin clearing and grubbing of required areas.
d. Install silt fences in locations shown.
F. Excavate stormwater infiltration basin one foot deeper than
elevations shown on plans to act as sediment trap,
g. Install storm drainage piping and construct swales.
h. Rough grade site.
1. Maintain erosion control measures after every rainfall
event to assure full functionability.
J. Fine grade site. Place CABC over compacted subgrade.
Install asphalt surface course.
k. Seed, fertilize and mulch all disturbed areas within 30
days of completing the grading work for the area
involved. .
2, 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. Minimum material and application rates are as
Follows, MATERIAL APPLICATION RATE
Lime 1000 LBS/AC.
Fertilizer (10-10-10) 800 LBS/AC.
'Rebel' Fescue 100 LBS/AC.
Common Bermuda
(Unhulled Sept.l - April 1) 25 LBS/AC.
Rye (Nov. 1-Feb. 30 only) 50 LBS/AC,
Mulch 1.5 TONS/AC.
3. 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.
4. Once areas hove been stabilized, Contractor is to remove
temporary erosion control measures, regrade, reseed and
remulch these areas as needed.
oa 20 'P 6 LF 1 RCP q0' R `\�- -._ ... -RRA A A 6 F 12" RC g0� R - --
RRA '- 352 1` 7W 73. 73.0 7 IPF
6 .8 ` 72.p • 73. s 5�0.60 ' 10',,
T�C RCD ST 2 �e .71.5a 73, .� -�..PO
p 71 7 2 8 o OUTSIDE BULK STORAGE FIN. FLOOR ],1 9 SP C�S 10' 18' YP. J0, Ft 73.8 __- -- SITE BENCHMARK
1 1p' RR SPIKE IN PP
20' l63' 74 13.5 Z, `s' MIN AT GROUND LEVEL
L ASSUMED ELEV. 75.0
'1za TOW 2-60 DRAINLINES -
� 1
_-T4 _.._� 71.6 60 I 72.5 73.5 5' MIN
72.7 , 7 .ss SEPTIC x
. 7s es H/C RAMP a RETAI
L -
TANK
\ \ x 52 3 BUILDING - - - -
. 7, ae j ,. m FINISH
FLOOR xYPA S ALE � 1 v
5:1 I SLOPE --- 74.3
i - �' OUTSIDE BULK STORAGE I EXISTING
. 73.58 3' SWALE
,I x O I ?.58
• 76.78 1 ' �. I j --- - 4.0 O
i 15" RCP,. 2 CONC ETE • 71.56 �`>, R_ . TO _ x
I
CURB & G TTER I 'BULK STORAGE AREA -73
TR NSI ON 76 110' x
RC iO CPP 14 I I o
w B• - 2.1 TOG _ - SILT FENCE ' I n
1.6 FL j \ «
ao TOC 71.5 7 s -- t I N
�21/ INVFL . TO BASIN 68.8 l �' %' l I I III I l l l I• II 8 I I I I I Ill I I I I I I r s ? - G1?A E THIS AREA TO x w
r T 70,89 DRA 9UT TO DITCH
1 S� _(� INV. TO DITCH 69.5
D �j - AISLE / �- I N
IN CB
Q, a4 -- _ _ _ BOARD I 00
`� 1• FINISH FL0 • R ELEVATION T3. -.__ -- _ F77F , BIN x I :a
- - - \ ,1 FINISH n
FL 71.0 FLOOR I rn
BASIN 68.8
lLL1L I0 p'- CH fiJ.5 ti 4p C / / - �� 74.3 x
_ -- • 71.88
f��21��/E-THRU AISLE I , �; \ / �.1
CID '' / ll i N m o'
i x
t sit
NSITION - 10' / ; a ° NF x
c
-TO -CPP __ !\ 163' / i / omVl�a
- --
S
- - --- - - - - . --- - - _ --- -.--\_� -- ------
APPROXIMATE
�
71.28
WVDS BOUNDARY
6674 LINECONC. CURB & GUTTER
-- i - -- - -
__. 24'
so 42
- +
5:1 SIDESL P - TOC 72.5 -� OC 2 *�
FL 73.1 • 71.68
TO __7T - - r FL 7 0 -
-X-X-X-X-%-4e�- i�%�X'�-�.._ -Y_- X % - _XiX-X-X�X� X-X�X�X� X-X-x x-x�x-X-X-%-
_-. " 71.5 X 68.0 x 68.0 - f RELOCATE EXISTING DITCH TO HERE SILT FENCE ^?�
-- -
�� - DITCH
72.58 --- 20' .�.`7� - • 71.98 EXISTING
• 72.78 580.60' IPF
• 7228• . 75.98
LINE DITCH INTERSECTION T1.88
CK & FILL EXISTING DITCH WITH 5 SY RIPRAP MUCK &FILL EXISTING DITCH TIE TO
fH COMPACTED SELECT FILLWITH COMPACTED SELECT FILL EXISTING S 4f
SWALE •
TYPICAL SWALE CALCULATIONS SEAL i' 1
GRADING, DRAINAGE, EROSION r 14;75
DRAINAGE PIPE CHART AREA SIDE CHANNEL VELOCITY VELOCITY AND SEDIMENTATION CONTROL PLAN �'jIIIE��y►
AREA 010 DIAMETER GRADE LENGTH 010 OUTLET SECTION (ACRES) 010 (CFS) SLOPE SLOPE (BARE` (GRASS)
PIPE (ACRES) (CFS) (INCHES) (FT/FT) (LF) VELOCITY , M"
(FT/SEC) I - 1 0.94 6.0 5,1 1.6'/. 3.9 '•' CEDAR POINT BUILDING SUP LY
A 0. 04 0.2 12' RCP .005 76 1.9
B 0.45 1.9 15' RCP .003 76 2.5 2 - 2 3.0 12.5 3-1 1.6% 4.7 2.1
C 1.07 6.9 15' RCP .012 16 6.5
D 0.94 6.0 15' RCP .012 16 6.6 CEDAR POINT, NORTH CAROLINA
NOTE, See Site Plan For Typical Section Locations.
0 =CIA RCP =REINFORCED CONCRETE PIPE
Ila= 7.17 IN/HR 0=cla FRICTION FACTORS, OWNER
C = 0.6 110 = 7.17 inches/hr • n = 0.02 Bare Earth •
C=0.9 SECT. _ n = 0.06 Grass SAFRIT PROPERTIES, LLC
C=0.7 SECT. v=1.49 R 2/3 S 1/2 --
n
SEDIMENT
TRAP CHART
BEAUFORT, NORTH CAROLINA
Sed Imen t
Trap
Dl sturbed
Area
volume
(Cubic Yards)
Size
(Length Width
Depth)
E C
E I V E
GRAPHIC SCALE: 1"=30'
03/26/97
(Acres)
x
x
p
0 10 20 30 6 0
M 1
C.15
5
9'L X 5'W
X 3'D
-
CATE:
0 2
3
0,20
0.50
7
17
16'L X 5'W
25'L X 6'W
X 3'D
X 3'D
JUN
021997CALE:
+++#
-1 =30 FEET
Design
Standard - 33.3 C.Y.
Sediment Trap
Volume Per Disturbed Acre.
PROD# C)E M
Parker & Associates, Inc. H°=
�,.�+u
-
FIELD BOOK: MISC. #137, PG 59-63
ACAD 377
Consulting Rngineers - Land Fors - Land Planners
DISK NAME:
FILENAME:CPBSGEN2.DWG CAS
SHEET 1 OF
P.O.Box 976 - Jacksonville, North Carolina - 28541-0976
JOB NO.: S970130-G2108
phone [phone] - Faz (910 456-5441