SW8041022_Approved Plans_20050113

SPMAL NOTE: ULYRAWLET RESISTANT QLACK) MWR
ROADSIDE SWALES BETWEEN STA. 3+00 AND STA. 8+00 FAWC OR EGMALENT SECURED TO WRE
Do NOT CONFORM TO THE LOCATION AND DEPTH S140VM WiTH METAL CLIPS OR UK AT W OFF
IN THIS DETAIL SEE GRADING PLAN & PROFILES FOR RE- 12 ONCE rXe OR 2W WELDED UK HOOKED 01M Coam
C,�L QUIRED DEPTH AND LOCATION OF SWALES IN THIS LOCATION. OEDARW OR WOOD PMNPO. MAMMSVEGETATIVE STABILIZATION
#
RIGHT OF WAY MAW" SEDIMElff STORAIGE LEVEL REMOVE PER SEEDING SPEOFICA71ONS
SEDIMENTW*N THISLEVELIS READIED
I OR AS OIRECTED By 0111VIECT1011L
200 61 OOP
SHOULDPAVEMENT 3
-SHOULDER DITCH 2# MIN
•
J_
0001 AS RE0*D
LINE CENTER OF SWALE W/
SOD (PINNED TO PREVENT DISLODGEMENT)
A* 400
Morada Bay Drive SO'
Swale Detail
NO SCALE
C, L
sot - - MIUMAL GRACE
RIGHT OF WAY
ICOVER M14 SOL MID TAMP SWWLL 774EODORE MILLER
1,64 6' 5' NNW== CARRY So OF WIRE KTO TRENCH. BK. 733, PG. 138
61 "nalpow""1001 CARRY APPROX. Ir OF FAIRC INTO W04M
SHOULDJ_ PAVEMENT SHOULDER DITCH RA (AGRICULTURE)
METAL. CEDAR 01 4*XC TREATED 11001101 POSTS AT Ir
OFF CENTER MAXIMUM. CEDAR AM W000 POSTS SHMILD
BE X Ow UNINUIM.
IF A
Silt Fence Detail ��
Cul-de-Sac
NO SCALE is
WE .1107
Street- Cross Section
NO SCALE
DEPTH-e
DEBORAH SWAIN
LOT 1, BLK. 8
hf. B. 15, PG. 2
R15A4 (SINGLE FAMILY MOBILE HOME)
Tr
ow
ORP
SM TRAP 0
//
WiDIW-14!
DEPTH-4'
1000
30' DRAINAGE EASEMENT oe 401111'01
00
00,
QZ
.100
_j
N)
V-
UMTH-W
TH
MORAa4 SAY
PHASE I
HA--Of?AIDA,
rs
C)
o _.
DRAINAGE PIPE CHART
OUTLET
AREA Q10 DIAMETER GRADE LENGTH VELOCITY
PIPE (acres) (cfs) (inches) V%) (if) (fps)
"Eff 1.10 3.30 151, 1.05 40 6.0
"F" 13.5 28.5 2-18" 1.90 40 9.5
If Area <10 Ac If Area > 10 Ac
Q=CiA Q=281 x DAB RCP = Reinforced Concrete Pipe
tc=5 min. where DA=A/640 LF = Linear Feet
i10=7.50 in/hr. FPS = Feet per Second
C=0.40
NOTE:
1. Contractor shall use NCDOT approved RCP or CMP for all pipes underneath
NCDOT and/or Private roadways.
2. Contractor may use NCDOT approved RCP or HDPE (2 wall) in all other areas
including driveway pipes.
ION
DA WD SEKEL
BK. 874, PG. 166
R20 (SINGLE FAMILY HOUSE)
30' DRAINAGE EASEMENT
REP RAP SCOUR PAD SCHEDULE
Sized
using NYDOT
Dissipator
Charts.
VELOCITY
LENGTH
WIDTH
TYPE
RRSP
# (fps)
ZONE
(feet)
(feet)
STONE
6
7
6.0
9.5
2
2
8
12
4
10
Cl"B"
CA
Legen-d
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
Fool
SODDING
MULCHING
RIPRAP-LINED CHANNEL
SOD -LINED CHANNEL
0 a r-*
LEVEL SPREADER
MW
OUTLET STABILIZATION STRUCTURE
EXCAVATED DROP INLET PROTECTION (TEMP)
FABRIC DROP INLET PROTECTION (TEMP)
BLOCK doGRAVEL INLET PROTECTION (TEMP)
13
TEMOORARY SEDIMENT TRAP
SILT FENCE
ROCK DAM
CHECK DAM
PROPOSED FINISH GRADE
PROPOSED TOP OF CURB GRADE
PIPE LABEL
See Schedule
iedule
PLAN VIEW
-41-1 D [-I
Bogue Sound
VICINITY MAP
NOT TO SCALE
EXISTING ROAD
da=211E�r_
I (SEE NOTE)
RESERVED BY OWNER
RIP RAP 11/2 D
PLAN VIEW I
(TYPE PER 1/3 D INSTALL GEOTEXTILE
FILTER FABRIC
UNDER
PLAN) RIP RAP
construction Specification@
50
5ECTION VIEW
1.
Stane, size - Use MSHA size No. 2 (2-1/2" to 1*) or AASHTO
designation M43, size No. 2 ( 2-1/9* to 1-1/2"). Use
crushed stone.
1. D = IN51DE DIAMETER OR %IDTH
2.
3.
Length - As effective, but not Ins than 50 foot.
Thickness - Not lose than six (6) Inches.
OF CULVERT
4.
Width - Not Ion than full width of all points of
2. M I N I M U M STONE Th ICKNF-55 TO BE
5.
Ingress or egress. Minimum of 12%
Washing - When necessary, wheaft shop be cleaned to
TWO TIMES SPECIFIED STONE DIAMETEK.
remove sediment prior to entrance onto public right-of-
way. When washing Is required, It shaft be done an an
area stabilized with crushed atom which drains Into an
Rap Scour Pad
approved sediment trap or sediment basin. Ali sedimentRip
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, boards
NO SCALE
6.
gravel,
or other approved methods.
Maintenance - The entrance shell be maintained in a
condition which will prevent trucking 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 AN sediment, spilled. dropped. washwd or
tracked canto public rights -of -way must be re.moved
immediately,
Temp.
Construction Entrance
NO SCALE
SMIRM014 S
ME CLASS I RIP MD FOR S7MCnAt
• STONE AND PAY FOR AT THE coNmwT tur
PRICE PER SOU4I YARD OR PER ION PL4W
RP MR. CLASS L
WE AV. 5 OR AV. 57 MW FOR SEDWOff
COI AND MY FOR AT TW CONTRACT UNIT
PRW PER MIN SMWENr (V4nI STPNE
DO NOT USE sawuir aw IN A LIVE
SnI
REL40VE ACCUMMATO SEDWiNr WfEN
STORAGE AR554 IS j FIAL
T CONTROL
R.Ow
A& 1110101011 ow
. • sediment Trap Detail
17
NO SCALE
E... STEW SMOUD APPROVED
BK 820, PG 353 NORTH CAROLINA EMVIROMMENTAL
R20 (WOODED) NIANAGEMENT COMMISSION
D'VIS'30141 OF ViATER QUALITY
Date
EROSION CONTROL NOTES NOTES: stormwater Permit No
I ) OWNER AND DEVELOPER: rate
1. Sediment control devices and structures shall be Installed. Material Wicatigm Rata INLAND PROPERTIES GROUP, LLC
maintained and amended as needed to provide effective Lime 1000 lbs./cc. 2894 BELGRADE-SWANSBORO RD.
control of accelerated sedimentation until the contributing F"izer (10-10-10) 800 lbs./co. MAYSVILLE, N.C. 28555
watersheds am stabilized. Mulch 1.5 tons/cc. 910-743-6070
Z gatruction Smence: Permanent Seettiag
A. Notify Engineer, Owner and Land Oudity Section prior Common Bermuda 2) PROPERTY IS ZONED R20
to beginning construction. (Unhulled Sept I - April 1) 100 lbs. /ac. 3) PROPERTY IS PRESENTLY AGRICULTURAL
S. Install stabilized construction entrance(s). (Nulled April - Sept. 1) 75 lbs./cc,
C. Silt fence shall be installed at edge of Clearing where so "Rebel" Fescue 50 lbs./ac. 4) REFERENCES:
indicated, an OR down slopes immediately after am Is cleared. Rye Grain (Sept. I -April I only) 50 lbe./cc. M.B. 30, PG. 3.37; BK. 1026, PG. 406
Sot fence shall be maintained unto the area Is stabilized competely. SK. 1026, PG. 408; BK. 1036..PG., 457
00 Construct drainage swales and sediment storage d"ce& Install German Millet (April 1 - Sept 1 only) 50 lbs./ce. 5) PIN #s:
storm drainage piping. Temamrx 52204
E. Immediately nod, mulch and Install liners. Dec. 15 - April 15 6305.03349521-, 6305.01358174; 6305.03345465; OVINER/DEVELOPER: SURVEY & BASEMAP BY:
F. Maintain erosion con" measures as needed to assure Kobe Lespedozo 50 lbs. /cc. 6305.03347477; 6305.03.43.2345 INLAND PROPERTIES GROUP. LLC ALAN DELL SURVEY
ING. NG, P.A.
full functionoblility. Rye Grain 100 IbL/0C. 6) 404 WETLANDS ARE PRESENT AS INDICATED. 2894 Belgrade-Swonabora Road 604E CEDAR POINT BLVD.
.Q Place CABC over compacted subgrads. Install asphalt April 15 - Sept. 1 7) PROPERTY IS LOCATED IN ZONE X PER Maysville, N.C. 28555 SWANSSORO, N.C.
surface course. German Millet 40 lbs./ac. (910)-743-6070 (252)-393-6101
H. Reseed and mulch shoulders and ditches. Install linere on Sept I - Dom 15 MAP 3720630500J, EFFECTIVE DATE: 7-16-03
all swales (and provide ground cover an all exposed slopes.) Rye Grain 100 lbs./cc. 8) TOTAL TRACT AREA = 465,776 SOST. = 10.69 ACRES.
1. Seed, fertilize. and mulch all disturbed areas within 15 days 4. Contractor Is responsible for maintaining Oltt erosion control
of completing any phase of the grading work. measures and amend measures as required to prevent 9) TOTAL NUMBER PROPOSED LOTS: 14
J. Permanent groundcaver for all disturbed areas within 15 accelerated erosion from to" place an this site. Contractor
hxorking days or no more than 90 calendar days folio" inspect all erosion con" devices after every rainfall event 10) LOTS SERVED BY PUBLIC WATER (WEST CARTERET WATER GRAPHIC SCALE
completion of construction. repair, remove accumulated sediment, or supplement measures CORP.) AND PRIVATE WASTEWATER DISPOSAL SYSTEMS.
K. Remove all temporary devices after permanent groundcovw may be necessary to prevent erosion & retain sediment an site. so 0 30 so 120 240
Is established. 5. Once all areas have been stabilized, contractor In to remove 11) ALL BOUNDARY AND TOPOGRAPHY INFORMATION PROVIDED
3. -Seeding BReelficatlarin temporary erosion control measures..regrods, do mulch to BY OTHERS AS INDICATED. ELEVATIONS RELATIVE TO NAVD 1988
Apply time and fertilizer and work into 4-6 inches of sop. Seed restabilize the" orace.
mixture shall be distributed uniformly and covered with a dew 6. For additional requirements, am the approved erosion 12) DISTURBED AREA 7.0 AC
straw mulch. Ali mulch shall be crimped or asphalt tacked to help and sedimentation permit.
hold in place. Material and application rates are as follows. IN FEET
inch = 60 ft.
REVISIONS
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717 kC� F-UVED I
OCTI 2 1 2004
E"--
SCALE: 1 60'
DATE: 10/13/2004
PROJECT: 04-0115
DRAWN EM JC/DKN
SHEET 1/4

20'
PAVE ENT
CURB
UT ER
2'1 3• I 4'
CURB GUTTER
�1.5' SF9.3
12 GAUGE eXe OR 2"Xe WELDED WIRE HOOKED ONTO
PREFORMED CHANNELS ON METAL POSTS, OR FASTENED
TO CEDAR OR WOOD POSTS WITH NO. 8 STAPLES.
Rm 112"
3 11/16"
3 I vie" .d
p :R=i2; a • ` "� ., • ';ems y • ' e ;30,00 i$SI CONC 'R-1 "
, 3000 P51 CONC. . : a n • ®'pl$ DAYS
@,'2& • DAY$
f 24" I
Curb & Gutter- Valley Gutter
NO SCALE NO SCALE
DEBORAH SWAIN
LOT 1, BLK. B
M. B. 15, PG. 2
R15M (SINGLE FAMILY M081LE HOME)
aLL,T11t06'�II'
30' DRAINAGE EASEMENT
I
{
{
{
MORADA BAY
PHASE ILij
�- - RADA B
XI T.VV
o ��� c N
i1rM 110) IF 0tjSL1f I
cj- siA �,SANE{
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L_ DRAINAGE PIPE CHART
O
OUTLET
AREA Q10 DIAMETER GRADE LENGTH VELOCITY
0 PIPE (acres) (cfs) (inches) (o) (if) (fps)
(� if'r 13.5 28.5 2-18" 1.00 48 9.5
If Area <10 Ac If Area > 10 Ac
U Q=CiA Q=281 x DA RCP = Reinforced Concrete Pipe
.Q _ tc=5 min. where DA=A/6li8403 LF Linear Feet
L_ i10=7.50 in/hr. FPS Feet per Second
0_ C=0.40
NOTE:
Q 1:', Contractor shall use NCDOT approved RCP or CMP for all pipes underneath
NCDOT and/or Private roadways.
2. Contractor may use NCDOT approved RCP or HDPE (2 wall) in all other area
O including driveway pipes.
O
ULTRAVIOLET RESISTANT (BLACK) MRIFI
FABRIC OR EQUIVALENT SECURED TO WIRE
WITH METAL CUPS OR WIRE AT 8" OFF
CENTER.
MAXIMUM SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL. IS REACHED
OR AS DIRECTED BY INSPECTOR.
3'0" •
NATURAL GRADE
•
COVER WITH SOIL AND TAMP BACKFILL.
'
CARRY 6' OF WIRE INTO TRENCH.
2' MINIMUM
CARRY APPROX. 12" OF FABRIC INTO TRENCH
METAL. CEDAR OR e*C TREATED WOOD POSTS AT 8'
OFF CENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD
L BE 3' DEEP MINIMUM.
Silt Fence
Detail
1 � � � � p15 RBPNCE �MIiS
Tv
DAVID SEKEL
BK. 874, PG. 166
R20 (SINGLE FAMILY HOUSE)
N 30' DRAINAGE EASEMENT
RIP RAP SCOUR PAD SCHEDULE
Sized using NYDOT Dissipator Charts.
VELOCITY LENGTH WIDTH TYPE
RRSP # (fps) ZONE (feet) (feet) STONE
6 9.5 2 12 10 Cl"B"
NQTE:
TYPICAL SWALES SHALL HAVE 3:1 SIDE SLOPES,
VEGETATIVE STABILIZATION WHERE SPECIFICALLY INDICATED, $WALES SHALL
PER SEEDING SPECIFICATIONS HAVE 5:1 SIDE SLOPES.
I
4' MIN _
AS REQ'D 1
LINE CENTER OF SWALE W/
BOTTOM WIDTH (B) SOD (PINNED TO PREVENT DISLODGEMENT)
B=0 FOR 3:1 SWALES
B-3 FOR 5:1 SWALES
THEODORE MILLER
BK. 733, PG. 138
RA (AGRICULTURE)
RESERVED BY OWNER
Legend
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
!� I
SODDING
O
MULCHING
G
RIPRAP-LINEO CHANNEL
G*08*
SOD-LINEO CHANNEL
C* t I=)
LEVEL SPREADER
OWN
OUTLET STABILIZATION STRUCTURE
EXCAVATED DROP INLET PROTECTION (TEMP)
FABRIC DROP INLET PROTECTION (TEMP)
BLOCK & GRAVEL INLET PROTECTION (TEMP)
TEMPORARY SEDIMENT TRAP
SILT FENCE
�sf
ROCK _ DAM
CHECK DAM
-►-►-
PROPOSED FINISH GRADE
/
PROPOSED TOP OF CURB GRADE
PIPE LABEL
99 A 99
Bogue Sound
VICINITY MAP
NOT TO SCALE
V LENGTH
V SIDEWAIX
6'
z
A
QA
I ( ( I I I
r
6'R
6 N0. 5
CL'B" STONE
0 8" O.C.
3' LENGTH
4' SIDEWALK
6'
CONC. CURB
& GUTTER
6 NO. 5
®8 O-C.
3,000 PSI
CONC.
T
5"
OWOR
l I AS N
I
ASPH�
i t i
eK-: • •'rc I
r
iwr..,v
IN SITE PLAN�•�r
11i ii ill
DPEN
5.25"
8X SLOPE
2.5 I SLOPE
3.000 PSI
4 CONC.
CL"B" STONE
SECTION A -A
SECTION B-B
Flume Detail
NO SCALE
REVISIONS
Nov. 9, 2004 Per
WCWC
Nov. 9, 2004 Per
Land Quality
Feb. 28, 2005
Miscellaneous
June 22, 2003 Revised Notes
(Disturbed Area)
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STRUCTURAL STONE '' ;•
. ; •;•sT. ' r• ti ��`' SEDIMENT CONTROL
NOTE: •�••;.• . Yrjw; STONE
USE CLASS I RIP RAP FOR STRUCTURAL Z '::► ; i'• '' ''$`'
STONE AND' PAY FOR AT THE CONTRACT UNIT • : •'` ''' 'f'"`�'
PRICE PER SQUARE YARD OR PER TON PLAIN .�� `•'"` RIP RAP CLASS 1. :: •r , ;�� •
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT f:: , �. • �' �'' _ 'I'
CONTROL AND PAY FOR AT THE CONTRACT UNIT •{s•.� I•,•�..•yam•• .
PRICE PER tON SEDIMENT CONTROL STONE , ; % •k•:I = '?
FLOW
DO NOT, t1SE
.
REMOVE ACCUMULATED SEDIMENT WHEN
STORAGE AREA IS FULL.
�•.. ":. . fry
45 SIAM WM r• • .J
awas O_
Sediment Trap Detail
NO SCALE
See Schedule
PLAN VIEW
D
iedule
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E. STEVE STROUD
1 /2 D
II"_
�j
J
BK. 820, PG. 353
R20 (WOODED)
RIP RAP 1 /3 D INSTALL GEOTEXTILE
(TYPE PER
�"'
�
Z
FILTER FABRIC UNDER
PLAN)
Z
RIP RAP
W
SECTION VIEW
ry
EROSION CONTROL NOTES
W
4
NOTES.
_
I . D INSIDE DIAMETER OR WIDTH
W
1)
OWNER AND DEVELOPER:
OF CULVERT
1. Sediment control devices and structures shall be Installed,
Mgteric Application Rate
INLAND PROPERTIES GROUP, LLC
2. MINIMUM STONE THICKNE55 TO BE
Z
maintained and amended as needed to provide effective
Liaise 1000 lbs./ac.
2894 BELGRADE-SWANSBORO RD.
TWO TIMES SPECIFIED STONE DIAMETER.
0
control of accelerated sedimentation until the contributing
Fertilizer (10-10-10) 800 lbs./ac.
MAYSVILLE, N.C. 28555
watersheds are stabilized.
Mulch 1.5 tons/cc.
/
910-743-6070
2. Construction Sequence:
A. Notify Engineer, Owner and Land Quality Section prior
to beginning construction.
Pranent Seeding
Common Bermuda
2)
PROPERTY IS ZONED R20
Rip Rap Scour Pad
0
(Unhulled Sept. 1 - April 1) 100 lbs./ac.
3)
PROPERTY IS PRESENTLY AGRICULTURAL
B. Install stabilized construction entrance(s).
C. Silt fence shall be installed at edge of clearing where so
(Hulled April - Sept, 1) 75 ibs./ac.
■
"Rebel Fescue 501bs./ac.
4)
REFERENCES:
NO SCALE
W
indicated, an all down slopes immediately after area is cleared.
Silt fence shell be maintained until the area is stabilized con etel
p y
Rye Fain (Sept. 1 - l 1 only) 50 lbs./ac.
M.B. 30, PG. 337; BK. 1026, PG. 406
BK. 1026, PG. 408; BK. 1036, PG. 457
D. Construct sediment storage devices. Grade struts, includinglnstall
German Millet (April 1 - Sept. 1 only) 50 lbs./ae.
5)
PIN #S:
swales. Install storm drainage piping and outlet protection.
E. Immediately seed. mulch and install sod liners in swales..
Dec. 15 .- April
p •
6305.03349521. 6305.01358174; 6305.03345465;
OWNER DEVELOPER:
/ SURVEY &BASEMAN BY:
I
F. Maintain erosion control measures as needed to assure
Kobe Lespedezo 50 lbs./oc.
6305.03347477; 6305.03.43.2345
AS INDICATED.
INLAND PROPERTIES GROUP, LLC ALAN BELL SURVEYING, P.A.
full functionablillty.
Rye Grain 100 ibs./ac.
6)
404 WETLANDS ARE PRESENT
2894 Belgrade-Swansboro Road 604E CEDAR POINT BLVD.
G. Place CABC over compacted subgrade. install asphalt
surface course.
April 15 - Sept. 1
German Millet 40 lbs./ac.
7)
PROPERTY IS LOCATED IN ZONE X PER
Maysville, N.C. 28555 SWANSBORO, N.C.
(910)-743-6070 (252)-393-6101
H. Rreseed and mulch shoulders and ditches. Install liners on
Sept. 1 - Dec. 15
MAP 3720630500J, EFFECTIVE DATE: 7-16-03
SCALE:
1 " _- 60'
all remaining swales (and provide ground cover on all exposed slopes.)
Rye Grain 100 ibs./ae.
8)
TOTAL TRACT AREA = 465,776 SO.FT. = 10.69 ACRES.
1. Seed, fertilize, and mulch all disturbed areas within 15 days
the
4. Contractor is responsible for maintaining alit erosion control
9)
TOTAL NUMBER PROPOSED LOTS: 14
of completing any phase of grading work.
15
measures and amend measures as required to prevent
DATE'•
10/13/2004
J. Permanent groundcover for all disturbed areas within
working days or no more than 90 calendar days following
accelerated erosion from taking place on this site. Contractor
inspect all erosion control devices after every rainfall event
10 )
LOTS SERVED BY PUBLIC WATER WEST CARTERET WATER
GRAPHIC SCALE
completion of construction.
repair, remove accumulated sediment, or supplement measures
CORP.) AND PRIVATE WASTEWATER DISPOSAL SYSTEMS.
K. Remove all temporary devices after permanent groundcover
is established.
may be necessary to prevent erosion & retain sediment on site.
5. Once all areas have been stabilized, contractor is to remove
11)
ALL BOUNDARY AND TOPOGRAPHY INFORMATION PROVIDED
60 0 30 60 120 240
•
PROJECT'
04— 0115
3. Seeding Specifications
temporary erosion control measures, regrade, & mulch to
BY OTHERS AS INDICATED. ELEVATIONS RELATIVE TO NAVD 1988
DRAWN BY''
JC/DKN
Apply lime and fertilizer and work into 4-6 inches of sell. Seed restabilize these areas. 12) DISTURBED AREA = 7.8 AC
mixture shall be distributed uniformly and covered with a clean 6. For additional requirements, see the approved erosion
straw mulch. All mulch shall be crimped or asphalt tacked to help
and sedimentation permit
( IN `;FEET )
hold in place. Material and application rates are as follows:
1 inch = 60 ft.
SHEET
1 /4
0