SW8080717_APPROVED PLANS_20080812

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 x 1
DOC TYPE
❑ CURRENT PERMIT
R APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 CGS 08 12
YYYYMMDD

LEGEND
,'.
INLET PROTECTION
❑ p
PROPOSED SILT FENCE
- - - - -
PROPOSED LIMITS OF DISTURBANCE
CONSTRUCTION ENTRANCE
-
PROPOSED PRIVATE DRAINAGE EASEMENT
X 14.J4
PROPOSED SPOT ELEVATION
iu
EXISTING CONTOUR
11
PROPOSED CONTOUR
TRAFFIC FLOW DIRECTION
INDEX
1
COVER SHEET-STORMWATER AND SEDIMENT & EROSION CONTROL PLAN-
-2
GRADING PLAN
3
DETAIL SHEET
4
DETAIL SHEET
5
DETAIL SHEET
6
DETAIL SHEET
CONSTRUCTION SEQUENCE
THE GRAVEL CONSTRUCTION ENTRANCE OFF ISLANDER DRIVE WILL BE INSTALLED. SILT FENCE WILL BE
INSTALLED IMMEDIATELY AS SHOWN ON THE PLAN. INFILTRATION TRENCHES, CATCH BASINS, DROP
INLETS, STORMDRAIN MANHOLES, STORMDRAIN PIPE, AND INLET PROTECTION WILL BE INSTALLED. THE
LEVEL SPREADER AND VEGETATED FILTER HALL BE INSTALLED. THEN INSTALLATION OF THE CURBING,
ROCK, AND PAVEMENT WILL TAKE PLACE. UPON COMPLETION OF ANY PHASE OF ACTIVITY DISTURBED
AREAS WILL BE SEEDED WITHIN 21 DAYS OF NO CONSTRUCTION.
r
a-/
\ W "RCP
-
. SOB
5D• VEG z 4
CE
/
�ATEp F/L7F'R
c
CQ�(
E. I. R.
T It'`j
R
R
R
F R
LIMITS OF
DISTURBANCE
'r R F '� R R
AS
F
\BULKHEAD
NECESSARY ALONG
^' " TOW= f 4.15
PROPERTY LINE TO
�.
GE(S)-
ENSURE RUNOFF
FLOWS ACROSS
VEGETATED FILTER
R T TOW�14.25
F
TOWARDS CREW
m T
T
DRIVE & NOT
ACROSS WESTERN
�. F T T A'
R R
0 2�
PROPERTY LINE
'` F R " m R
w
TOP 3.3
INV(6 -12.09
Z
T F R R
�10.25 %
Em eral ff
TTDM=6.25
.
I
Pavement
1 6" DIP
MH AIP.
Oasis Car R
Wash, LLC
24' RCP
Bk. 1059
TOW=1425�
TOW=I .0
GE(S)=120 TOW 14.42
Pg. 3 72 GE(S)=12-0
Ot TOW=73.0
GEM=13.0
TOP=11.84
INV=7.42.
tv
BOTTOM=6.42
N 64'41 '44 "W 1 122.61 '
TO NCGS MON. 'ALEX"
HAVING COORDINATES IN
METERS OF N: 102898.355, -
E.- 787266.745 (NAD 1983)
\ SILT FENCE
v
Existing Maq Nail
Base P. P. P.P.
NOTES:
1. SITE AREA = 1.88 ACRES.
LIMITS OF DISTURBANCE = 2.25 ACRES.
2. ANY EXISTING IMPERVIOUS SURFACE ON SITE SHALL BE REMOVED. ANY EXISTING IMPERVIOUS
SURFACE BETWEEN THE WESTERN EDGE OF PAVEMENT AND RIGHT-OF-WAY OF ISLANDER DRIVE
SHALL BE REMOVED.
3. ALL WATER THAT DRAINS OFF IMPERVIOUS SURFACES WILL BE DIRECTED INTO STORMWATER
SYSTEM.
4. A BENCHMARK IS TO BE PROVIDED TO DETERMINE THE SEDIMENT ACCUMULATION IN THE
INFILTRATION SYSTEMS. PAINT A LINE IN EACH CATCH BASIN & DROP INLET AT THE CLEAN
OUT LEVEL. CLEAN OUT LEVEL SHALL BE AT THE LOWEST PIPE INVERT.
5. ONCE VEGETATIVE FILTER AREA IS DISTURBED THE VEGETATED FILTER MUST BE INSTALLED AND
IMMEDIATELY SODDED PRIOR TO ANY RAIN EVENT.
6. CONTRACTOR TO CONTACT ADS REPRESENTATIVE FOR SPECIFICATIONS FOR PROPER
INSTALLATION OF INFILTRATION SYSTEMS. CONTRACTOR TO USE PROPER FITTINGS AND
CONNECTIONS (TEES, BENDS, ADAPTERS, ETC.) TO CONNECT PIPE. CONTACT: JOEL BYRD
843-424-6011
7. PRIOR TO INSTALLATION OF INFILTRATION SYSTEM CONTRACTOR IS TO NOTIFY THE ENGINEER,
JEFF MALPASS AT 910-392-5243.
8. HORIZONTAL SEPARATION BETWEEN WATER AND SEWER IS TO BE 10' BETWEEN EDGE OF PIPES.
9. A 24 IN. VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER & SANITARY
SEWER LINES OR FERROUS PIPE SPECIFIED.
10. VERTICAL SEPARATION BETWEEN WATER AND SANITARY SEWER;
WATER OVER SEWER: >18" OR USE D.I.P. (ON BOTH) 10' ON EITHER SIDE OF CROSSING.
SEWER OVER WATER: USE D.I.P. (ON BOTH) tO' ON EITHER SIDE OF CROSSING.
11. VERTICAL SEPARATION BETWEEN WATER AND STORM DRAIN;
WATER OVER STORM DRAIN: >18" OR USE D.I.P. ON WATER 10' ON EITHER SIDE OF CROSSING.
STORM DRAIN OVER WATER: USE D.I.P. ON WATER 10' ON EITHER SIDE OF CROSSING.
12. UPON COMPLETION OF ANY PHASE OF ACTIVITY DISTURBED AREAS WILL BE SEEDED WITHIN 21
DAYS OF NO CONSTRUCTION.
13. ALL DROP INLETS TO BE HEAVY DUTY 2'x3' FRAME & GRATE (GENERAL FOUNDRIES INC., ITEM
#24364 OR EQUIVALENT). FRAME & GRATE TO BE TRAFFIC BEARING.
14. ALL CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL, STATE, & FEDERAL REGULATIONS &
CODES.
15. ALL ROOF DRAINAGE TO BE DIRECTED TO APPROPRIATE INFILTRATION SYSTEM (SEE DRAINAGE
AREAS ON SHEET 3). RUNOFF MUST BE DIRECTED INTO THE CATCH BASINS OR DROP INLETS
OF THE APPROPRIATE INFILTRATION SYSTEM.
j 16. CONTRACTOR TO ENSURE INFILTRATION TRENCHES MEET DESIGN SPECIFICATIONS UPON INITIAL
OPERATION ONCE THE PROJECT IS COMPLETE AND THE ENTIRE DRAINAGE AREA IS STABILIZED.
17. CONTRACTOR & OWNER TO VERIFY ALL ADA STANDARDS ARE MET.
18. SLOPES ACROSS HANDICAP SPACES TO BE 1:50 OR FLATTER.
19. ALL INFILTRATION SYSTEMS MUST BE LOCATED IN PRIVATE EASEMENTS & ACCESS PROVIDED TO
THE NEAREST PUBLIC RIGHT-OF-WAY FOR MAINTENANCE.
20. ALL P.P., S.P., & OVERHEAD POWERLINES ON PLAN ARE EXISTING. CONTRACTOR TO
COORDINATE WITH POWER COMPANY REGARDING RELOCATION OR REMOVAL OF EXISTING POWER
POLES AND/OR OVERHEAD LINES IF NECESSARY.
21. THERE ARE NO WETLANDS ON SITE PER LAND MANAGEMENT GROUP, INC.
22, MAINTENANCE AND INSPECTION PROVISIONS FOR THE INFILTRATION TRENCHES SHALL BE IN
ACCORDANCE WITH THE JULY 2007 NCDENR STORMWATER BEST MANAGEMENT PRACTICES
MANUAL (INFILTRATION TRENCH-16.5.2).
23. BYPASS PIPE SHALL BE DIP INSTEAD OF PVC WHERE THE COVER IS LESS THAN 3 FT.
24. CONTRACTOR TO ENSURE STORMWATER RUNOFF FLOWING THROUGH THE BYPASS PIPE WILL
FLOW OVER THE LEVEL SPREADER & NOT AROUND THE LEVEL SPREADER.
25. CONTRACTOR. TO COORDINATE WITH UTILITY COMPANY REGARDING RELOCATION OF EXISTING
FIRE HYDRANT ALONG CREW DRIVE.
EX. FIRE HYDRANT
TO BE RELOCATED.
CONTRACTOR TO COORDINATE
WITH UTILITY PROVIDER.
2" 1-2 ASPHALT
�- 6" ABC
PAVEMENT DETAIL
NOT TO SCALE
Curve
Radius
Length
Chord
I Chord Beor.
C-1
1571. 02
537. 40
534.78
N 87-16 20 W
C-2
1421.02
549.91
546.49
S 85.59 31 E
36.00'
1'-10.5' I�I( 0'-4.5' R 24.00' 18.00' 18.00 n
1'R II 440.00•
�. 3.00'
14'R I : _ 154.00'
84.00,
n a
66.00'
o
75J ADJACENT TO BUILDING & WHERE A DROP '
INLET IS LOCATED THE GUTTER SHALL POOL & BUILDING DETAIL
SLOPE AWAY AS SHOWN N.T.S.
STANDARD CURB SECTION TYPE "A"
SD 7-Ol
NOT TO SCALE
Iy�F PROP R AREA BET1yEFN Cr e W Dry v e (6 O ' R
0.4g wl 8.7.5, C/NE TO ECEV--1 .5 ECREW CREW DR/ / � _ OR c%eAN oui ¢ Av4) INFILTRATION TRENCH #2
r_ p;25 -_
13
CE
-`- [-SILT FENCE
26. ANY EXISTING WELL ON SITE SHALL BE ABANDONED PER FEDERAL, STATE, & LOCAL
REGULATIONS.
27. GROUND ELEVATION (GE) ON RETAINING WALLS IS THE GROUND ELEVATION AT THE WALL. THE
ACTUAL BOTTOM OF THE WALL TO BE DETERMINED BY OTHERS. PROPOSED RETAINING WALL
DESIGN & HEIGHT (AS MEASURED FROM TOP OF WALL TO BOTTOM OF WALL) BY OTHERS.
MALPASS ENGINEERING, P.C. IS NOT RESPONSIBLE FOR RETAINING WALL DESIGN.
28. NO WARRANTY IS EXPRESSED OR IMPLIED FOR SUITABILITY OF SOILS. OWNER/CONTRACTOR
SHOULD CONSULT WITH GEOTECHNICAL ENGINEER FOR SOILS INFORMATION. ANY UNDERCUT &
REQUIRED REPLACEMENT WITH SUITABLE MATERIAL SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
29. GUARDRAILS OF SUFFICIENT HEIGHT TO PREVENT ACCIDENTAL INJURY SHALL BE INSTALLED ON
ALL RETAINING WALLS.
30. OWNER. SHALL ENSURE CULVERT #1 IS KEPT FREE OF SEDIMENT.
C - 2
A OUTSIDE SILT FENCE
BE MULCHED SAME DAY AS DISTURBED.
CB-S 12
MH
LI61I7S OF DISTURBANCE - -
_.-IG=13.71 INV=& 6
INV(6 )=12.09� c3-6" D1P� W 9807 _ 2�5" _
IW-f0.25 \ -
EM
1 �l�� e�i l���r� �►ir��
�,►,ii
rA
MH
�, ■DRAINAGE
Sol
IVA
.•.. .
EASEMENT
INFILTRATION TRENCH #1
/POSED
.,, ... ; BUIL
PAD ELEVAT TONS
DRAINAGE TO BE SET BYARCHITECT
R
PROPOSED
DRAtNAGE
EASEMENT
1 �
�
■ N!
DIP
: .
, ,
M,
Ml
SOMH- IT
rr
:. . : .
,-
:. .------
0
402
,•
. i
0.
Borrow:.
• r
•„' •
i' OF 4 fER QUALITY
Edge Pavement
NAL DRAW.
m .DOSES 01
NC HWY 58-EMERALD DRIVE
(200 ' R/W)
CENTERLINE
I REWSED PER NCDENR. 7-22-08
REV N0. DESMPMN DATE
REVISIONS
d
A
VICINITY MAP
NOT TO SCALE
E. P-K NAIL CIL INT.
S 46°00'00 "W 49.75'
GRAPHIC SCALE
,
( IN FEET )
1 inch = 20 fL
rEXISTING OVERHEAD
POW£RLINF
OF DISTURBANCE
F.H.
CONCRETE R/W MON.
RECEIVE-
-JUL 2 3 20U8
BY: V7
COVER SHEET - STORMWATER AND SEDIMENT & EROSION CONTROL PLAT`
i & S HOTEL
TOWN OF EMERALD ISLE CARTERET COUNTY NORTH CAROLINA
DATE:
6-13-08
SCALE:
1"= 20'
DRAWN
11081.11 'j4 MALPASS ENGINEERING, P.C. CHECKED:
tNQl 4+� 1134 SHIPYARD BOULEVARD JBM
WILMINGTON, NORTH CAROLINA 28412 PROJECT N0:
Phone [phone]$Q
Fax [phone]
' UDF
�6EAL
%iP E Owner: 881 HOTEL PROPERTIES, II.0 QEME EMERALD DRIVE
�'�EMERALD ISLE, NC 28594
P1i: 252-354-32t2 � 1
K:\AutoCAD\200S\1S0\h&s_hote!(7- 22-08).dwg

K-.\AutoCAD\2005\150\h&s_hotet(7- 22-08).dwg

Permanent Seedh
Specifications #6.11 - Specifications
Temporary Seedino
Specifications #6.10 - Specifications
(Specifictions are as per the 'Erosion and Sediment Control Planning and Design Manual' of the state of
(Specifications are as per the 'Erosion and Sediment Control Planning and Design Manual' of the state of
North Carolina)
North Carolina)
Table 6.11p - Seeding No. 1CP for: Well -to Poorly Drained soils with Good Moisture Retention; Low
Table 6.10a - Temporary Seeding Recommendations
Maintenance
for Late Winter and Early Spring
Seeding mixture
Seeding Mlxture
Species Rate (Ib/acre)
Species Rate (lb/acre)
Tall fescue 80
Rye (grain) 120
Pensacola Bohiagrass 50
Annual (espedezo (Kobe In
Sericea Iespedeza 30
Piedmont and Coastal Plain,
Kobe Iespedeza 10
Korean in Mountains) 50
Seeding Notes
Omit annual lespedeza when duration of temporary cover Is not to extend beyond June.
1. From Sept. 1 - Mor. 1, use unscorified sericea seed
2. On poorly drained sites omit sericea and increase Kobe to 30 lb/acre.
Seeding dates
3. Where a neat appearance is desired, omit sericea and increase Kobe to 40 lb/acre.
Mountains - Above 2500 ft, Feb. 15-May 15
Below 2500 ft: Feb. I -May I
Nurse plants
Piedmont - Jon. 1-May I
Between Apr. 15 & Aug. 15. add 10 Ib/ocre German millet or 15 lb/acre Sudangross. Prior to May 1 or after
Coastal Plain - Dec. I -Apr. 15
Aug. 15, add 25 lb/acre rye (grain).
Sol amendments - Follow recommendations Of soli tests or apply 2,000 lb/acre ground agricu(tw^al limestone
Seeding dates
and 750 lb/acre 10-10-10 fertilizer.
Best Possible
Mulch - Apply 4,000 (b/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool.
Early spring: Feb. 15 - Mar. 20 Feb. 15 - Apr. 3
A disk with blades set nearly straight can be used as a mulch anchoring tool.
Fall; Sept. 1 - Sept. 30 Sept. 1 -Oct. 31
mulch immedlatety following
Motntenence - Refertilize if growth is not fully adequate. Reseed, refertiltze anderosion
or other damage.
Soil amendments - Apply lime and fertilizer according to soil tests, or apply 3,000-5,000 lb/acre ground
Table 6.10b Temporary seeding Recommendations for Summer
agricultural limestone (use the lower rate on sandy soils) and 1,000 Ib/acre 10-10-10 fertilizer.
Seeding mixture
Mulch - Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor straw by
Species Rate (lb/acre)
tacking with asphalt, netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set
German millet 40
nearly straight can be used as a mulch anchoring tool.
Maintenance - if growth is less than fully adequate, refertiiize in the second year, according to soil tests Or
In the Pledmont and Mountains, a small -stemmed Sudangross my be substituted at a rate of 50 kb/acre.
topdress with 500 lb/acre 10-10-10 fertilizer. Mow as needed when sericea is omitted from the mixture.
Reseed, fertilize, and mulch damaged areas immediately.
Seeding dates
Mountains - May 15-Aug. 15
Table 6.ilq - Seeding No. 2CP for: Well -to Poorly Drained soils with Good Moisture Retention; High
Piedmont - May I -Aug. 15
Maintenance
Coastal Plain - Apr. 15-Aug. 15
Seeding mixture
Species Rate (lb/acre)
Soil amendments - Follow recommendations of soli tests or apply 2,000 lb/acre ground agricultural limestone
Toll fescue (blend of two or
and 750 lb/acre 10-10-10 fertilizer.
three improved varieties) 200
Mulch - Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool.
Rye (grain) 25
A disk with blades set nearly straight can be used as o mulch anchoring too(.
Maintenance - Refertilize if growth is not fully adequate. Reseed, refertllize and mulch Immediately following
Seeding dates
erosion or other damage.
Best: Sept. 15 - Oct. 15
Possible: Sept. 1 - Oct. 31 or Feb. 15 - Apr. 30
Table 610c Temporary Seeding Recommendations for Fail
Seeding mixture
Soil amendments - Apply lime and fertilizer according to soil tests, or apply 3,000-5.000 lb/acre ground
Species Rate (lb/acre)
agricultural limestone (use the lower rate on sandy soils) and 1,000 lb/acre 10-10-10 fertilizer.
Rye (grain) 120
Mulch - Apply 4.000 Ib/ocre grain straw or equivalent cover of another suitable mulch. Anchor straw by
tacking with asphalt, netting, or roving or by crimping with a mulch anchoring tool. A disk with blades set
Seeding dates
Mountions - Aug. 15-Dec. 30
nearly straight can be used as a mulch anchoring tool.
Coastal Plain and Piedmont - Aug. 15-Dec. 30
Maintenance - Fertilize according to soil tests or apply 40 lb/acre nitrogen in Jan. or Feb., 40 lb in Sept.,
and 40 lb in Nov., from a 12-4-8 , 16-4-8, or similar turf fertilizer. Avoid fertilizer applications during
Sol( amendments - Follow soil tests or apply 2,000 tb/acre ground agricultural limestone and 1,000 (b/acre
warm weather, as this incenses stand losses to disease. Reseed. fertilize, and mulch damaged areas
10-10-10 fertilizer.
immediately. Mow to a height of 2.5-3.5 inches as needed.
Mulch - Apply 4,000 tb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool.
A disk with blades set nearly straight can be used as a mulch anchoring tool.
Table 6.11r - Seeding No. 3CP for: Dry Sands to Sandy Looms;
Maintenance - Repair and refertitize damaged areas Immediately. Topdress with 50 lb/ocre of nitrogen in
High Maintenance, Fine Turf
March. If it is necessary to extend temporary cover beyond June 15, overseed with 50 lb/acre Kobe
Seeding mixture
(Piedmont and Coastal Plain) or Korean (Mountains) (espedeza in late February or early March.
Species Rote (bu/1,000 ft" 2)
Tifway or Tifway 11 Minimum: 3
hybrid Bermudagross Rapid cover: 10
lit Seeding Notes
7. Sprig or sod (Practice 6.12, Sodding). Moisture is essential during initial establishment. Sod must be kept
well watered for 2-3 weeks, but can be planted earlier or later than sprigs.
2. Common Bermuda can be seeded or sprigged but does not produce a high -quality turf. It is also less
cold tolerant than the hybrids, more weed prone, and a pest in flower beds and specimen plantings.
Planting dates
Apr. - July
Soil amendments - Apply time and fertilizer according to soil tests, or apply 3,000 Ib/ocre ground
agricultural limestone and 500 lb/acre 10-10-10 fertilizer, or 50 Ib/ocre nitrogen from turf -type
slow -release fertilizer. Add 25-50 lb/acre nitrogen at 2- to 3-week intervals through midsummer.
Sprigging - Plant sprigs in furrows with a tractor -drawn transplanter, or broadcast by hand.
Furrows should be 4-6 inches deep and 2 ft apart. Place sprigs about 2 ft apart in the row with one
end at or above ground level (Figure 6.11d).
Broadcast at rates shown above, and press sprigs into the top 1/2-2 inches of soil with a disk set
straight so that sprigs are not brought back toward the surface.
Mulch - Do not mulch.
Maintenance - Water as needed and mow to 3/4- to 1-inch height. Topdress with 40 Ib/ocre nitrogen in
Apr., 50 lb in May, 50 lb in June, 30 lb in July, and 25-50 lb in Aug.
C
INV(
B(
(TYPICAL)
(; rrn / Top. 13.55
1NV. 10.0
BOTTOM=8.0
INFILTRATI❑N TRENCH #1
DETAIL - PLAN VIEW
SCALE: 1'=20'
INFILTRATION TRENCH ELEVATI❑NS
TRENCH #
TOP ELEV,
BOTTOM ELEV,
SHWT
CLEANOUT ELEV,
1
11.83
9.5
7.42
10.0
2
1 12.08
9.75
7.74
10.25
Table 6.11s - Seeding No. 4CP for: Weil -Drained Sandy Looms to Dry Sands, Coastal Plain and Eastern Edge
of Piedmont; Low -to Medium -Care Lawns
Seeding mixture
Species Rate
4 MAX
Centipedegrass 10-20 Ib/ocre (seed) or
33 bu/acre (sprigs)
- r _ ,,.
19-GAUGE
Seeding dates
�11a-`..�_if..
'7+ +'
HARDWARE CLOTH
(1/4 MESH OPENINGS)
Mar. - June
(Sprigging can be done through July where water is available for irrigation.)
Soil amendments - Apply lime and fertilizer according to soil tests, or apply 300 lb/acre 10-10-10.it
tIL�' .�
$,
Sprigging - Plant sprigs in furrows with a tractor -drawn transplanter, or broadcast by hand.
Furrows should be 4-6 in ches deep and 2 ft apart. Place sprigs about 2 It apart in the row with one end
at or above ground level (Figure 6.11d)
,.Broadcast
of rates shwon above, and press sprigs into the top 1/2-2 inches of soil with a disk set straightso
that sprigs are not brought bock toward the surface.Mulch
7NCDOT
- Do not mulch.
Maintenance - Fertilize very sparingly - 20 Ib/ocre nitrogen in spring with no phosphorus. Centipedegrass
#5 OR /57
cannot tolerate high pH or excess fertilizer.
NOTES. WASHED STONE
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
�-O 5
Table 6.111: - Seeding No. 5CP for: Well -Drained Sandy Looms to Dry Sands;
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING
Law Maintenance
THE INLET. SPACE POSTS EVENLY AROUND THE PEROAETER OF THE
Seeding mixture
INLET, A MAXIMUM OF 4 FEET APART.
3.34'
Species Rate (lb/acre)
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE,
�0.5'
Pensacola Bohiagrass 50
AND
BOTTOM. PLACING A 2-FOOT FLAP OF THE WARE MESH UNDER
Sericea Iespedeza 30
Common Bermudagross 10
THE GRAVEL FOR ANCHORING IS RECOMMENDED.
0.5' TI I
T 1 5' 1-
German millet 10
HARDWARE CLOTH & GRAVEL
Seeding Notes
INLET PROTECTION DETAIL
SPREADER LIP &
1. Where a neat appearance is desired, omit sericea.
NOT To SCAU
LEVEL
CONCRETE F DETAIL
2. Use common Bermuda only on isolated sites where it cannot become a pest. Bermudagross may be
SCALE NOT TO S
SCALE
replaced with 5 Ib/ocre centipedegrass.
Seeding dates
Apr. 1 - July 15
9
42.7'
Soil amendments -Apply lime and fertilizer according to soil tests, or apply 3,000 Ib/ocre ground
�P e:
agricultural limestone and 500 lb/acre 10-10-10 fertilizer.
�t &
Mulch - Apply 4.000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor by tacking
QJ
42.7' MIN.
with asphalt, roving, or netting or by crimping with a mulch anchoring tool. A disk with blades set nearly
•`- `ram-
straight can be used as a mulch ancoring tool.
CROSS SECTION
Maintenance - Refertilize the following Apr. with 50 lb/acre nitrogen. Repeat as growth requires. May be
'3�Z
mowed Only once a year. Where a neat appearance is desired, omit sericea and mow as often as need.
Table 6.iiv - Seeding No. 70P for: Grass -lined Channels; Coastal Plain, Lower Piedmont, and Dry Soils in the
i'9
EL-11.84 LEVEL SPREADER UP
Central Piedmont
TOP EL=12.09
Seeding mixture
r
TOP-11.84
11.84 11.84
Species Rate (lb/acre)
Common Bermudagross 40-80 (1-2 lb/1,000 ft"2)
6' MIN :::••-: +••:o ;:;.; (�,. -:-
SLOPE=OS
Seeding dates
A i
so, TED FILTER VEGETA
Coastal Plain: Apr. - July
Piedmont: Apr. 15 - June 30
-
�`Qpl�
3 FT WIDE STRIP OF FILTER
Soil amendments - Apply time and fertilizer according to soil tests, or apply 3,000 lb/acre ground
COARSE AGGREGATE
INSTALL 42.7 LF LEVEL FABRIC WITH 4' LAYER OF
SPREADER UP & CONCRETE /57 STONE PLACED ON TOP
agricultural limestone and 500 lb/acre 10-10-10 fertilizer.
FOOTER PERPENDICULAR TO
Mulch - Use jute, excelsior matting, or other effective channel lining material to cover the bottom of
FLOW FROM PIPE (SEE DETAIL)
channels and ditches. The lining should extend above the highest calculated depth of flow. On channel side
TEMPORARY GRAVEL C�NSTRUCTI�N
slopes above this height, and in drainages not requiring temporary linings, apply 4,000 lb/acre grain straw
PROFILE -CENTER OF VEGETATED FILTER
and anchor straw by stapling netting over the top.
ENTRANCE/EXIT
VEGETATED FILTER DETAIL
Mulch and anchoring materials must not be allowed to wash down slopes where they can clog drainage
devices.
NOT TO SCALE
NOT TO SCALE
Maintenance - A minimum of 3 weeks is required for establishment. Inspect and repair mulch frequently.
Refertilize the following Apr. with 50 lb/acre nitrogen.
STEEL POST
Refer to Appendix 8.02 for botanical names. 6' CLEAN -OUT -
SCREW -ON CAP-
6' PIPE STUB
METAL CLEAN -OUT BOX
18' ADS N-12
PERFORATED PIPE
CL
INFILTRATI❑N TRENCH
CLEAN -OUT DETAIL
NOT TO SCALE
NOTES:
GROUND
1. FILTER FABRIC SHALL BE A MINIMUM OF
36'IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WARE AS DIRECTED
BY THE ENGINEER
2. STEEL POST SHALL BE 5' 0' IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
SDMH-3
TOP= 13.93
INV=10.25
BOTTOM=8.25
' I / 4' CLEAN I 2.25'
2.25, SAND
COMPACTED GRAVEL
057 WASHED STONE
NOTE, SEE PLAN VIEW FOR NUMBER OF RUNS OF PIPE.
INFILTRATI❑N TRENCH #1
CROSS-SECTION DETAIL
N.T.S.
TOP=13.45
INV=10.25
BOTTOM=8.25
INFILTRATION TRENCH #2
DETAIL - PLAN VIEW
SCALE: 1'=20'
_-COMPACTED CLASS I OR
VERY GOOD CLASS II MATERIAL
18' ADS N-12 PERFORATED
PIPE; PIPE INV=10.0
-COMPLETELY SURROUND
GRAVEL WITH FILTER
FABRIC.
TRENCH BOTTOM ELEV=9.5
-- 1.5'
MIN. 12' BETWEEN
TOP OF ROCK
AND BOTTOM OF
PAVEMENT SECTION
IS- PIPE
6' /
:C4L)
COMPACTED CLASS I OR
VERY GOOD CLASS II MATERIAL
18' ADS N-12 PERFORATED
PIPE; PIPE INV=10.25
COMPLETELY SURROUND
GRAVEL WITH FILTER
FABRIC.
TRENCH BOTTOM ELEV=9.75
LS'
1 1 / 4' CLEAN SHWT ELEV=7.74
2.25' SAND 2.25,
COMPACTED GRAVEL
#57 WASHED STONE
NOTE, SEE PLAN VIEW FOR NUMBER OF RUNS OF PIPE.
INFILTRATION TRENCH #2
CR❑SS-SECTION DETAIL
N.T.S.
1Z9100 - E _ Cr" Dri ve (60'
.50
�
12.36
eg - .Ats7Q� r10Qero.rrsAwrtrS : R / �J
1223 USign
_
t2
- - 13.01 12.95
__�----- - - 3.60
13:63
C 2
R 13.30 4 1 --- - -_ _ - 60X
13.25
73 ,� - - 4 A.0 ? 92 13.96 6
X14.07 i
13.9
--
13.52
X 3.55' 41
14.4
14. 18 14. 18
_ � 1 4.41 --
41
/
19
16
14.
fs � INFILTRATION TRENCH �2
DRAINAGE AREA
f PROPOSED HOTEL BLDG. -
� N J
A
21 / 201 �� �� % _ POOL AREA & BUILDING PAD ELEVATIDNS
TO BE SET BY,,ARCHITECT
INFIL7RA110N TRENCH1�
----- _ - ---- -__.- -- A/NAGEIAREA
914
t6 1 C(POST)_ .82 14.34�X
419
-# 14.34 4.34
- -
13.84
1 4b, b 13.35
Sign 13.93
70
INFILTRATION TRENCH 10 -
DRAINAGE AREAS - -
SCALE1 "--30' _
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
BRIC SKIRT
HE ENGINEER
IMPERVIOUS
AREAS (SO. FT,)
INFILTRATION
TRENCH #
BUILDING
PARKING
OTHER
TOTAL
1
5,082
1 13,865
1 16
1 18,963
2
5,352
1 16,249
408
1 22,009
DESCRIPTION
_-
_REVISIONS
DETAIL SHEET
-� & S HOTEL
TOWN OF EMERALD ISLE CARTERET COUNTY NORTH CAROLINA
u
3.65 X
3.65
DATE:
6-13-OB
SCALE:
N.T.S.
DRAWN
` HGA{a;''rr, MALPASS ENGINEERING, P.C. CHECKED:
Y `�:• 1134 SHIPYARD BOULEVARD JBM
WILL NGTON, NORTH CAROLINA 28412 PRQIECT N0:
Phone [phone] Q t� IIYi f3 Fax [phone]
40
Owner: H&S HOTEL PROPERTIES. TLCam EMERALD DRIVE
SHEET NO:�
EMERALD ISLE, NC 28594
PH: 252-354-3212 6
�•�ri` H OF:
E.