SW8050114_Approved Plans_20050425

C/L
50'
RIGHT OF WAY
4' 3' 2' 20'
SIDEWALK PA ENT
1 12' 1 4" P R
CURB dt
GUTTER
r
2'1 3' 1 4'
a:A
12 G
PREF
TO C
ULTRAVIOLET RESISTANT (BLACK) MIRIFI
FABRIC OR EQUIVALENT SECURED TO WIRE
TAL CUPS OR WIRE AT 8" OFF
I •
•
So" • • -
Street Cross Section NO SCALI
R=r/2"
R='1 et y e •�_
. 40QO PSI CONC. 'Q•e f• " ' e
oAy
1- a . • '
4"
Curb & Gutter
NO SCALE
IAXAIUM SEDIMENT STORAGE LEVEL. REMOVE
EDIMENT 04EN THIS LEVEL IS REACHED
IR AS DIRECTED BY INSPECTOR.
NATURAL GRADE
w
• COVER VNTH SOIL AND TAMP BACICFILL.
CARRY 6" OF WIRE INTO TRENCH.
2' MINIMUM CARRY APPROX. 12' OF FABRIC INTO TRENCH
J I V16" METAL. CEDAR OR 4"X4" TREATED WOOD POSTS AT W
OFF CENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD
:4 0000 ; • . Ra 1/ BE 3' DEEP MINIMUM.
- e . IPSI CONC. n
• ®$ DAY$ •4 ' a
24" ---� Silt Fence Detail
NO SCALE
Valley Gutter
NO SCALE
STRUCTURAL S
NOTE.'
USE CLASS I RIP RAP FOR STRUCTURAL
STONE AND PAY FOR AT THE CONTRACT UNIT
PRICE PER SQUARE YARD OR PER TON PLAIN
RIP RAP, CLASS 1.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL AND PAY FOR AT THE CONTRACT UNIT
PRICE PER TON SEDIMENT CONTROL STONE,
DO Nor USE SEDIMENT aw IN A LIVE
STREAM.
REMOVE ACCUMULATED SEDIMENT WHEN
STORAGE AREA IS j FULL.
J. BELL LANE (PRIVATE)
S12'3 44"E DISTURBANCE LJMIIS
as
:1 ..__ .. .
R POWER —UK E L ....�
SED _.... TEMP -NIP
LENGTH-80'
L, • ' WIDTH-27'
DEPTH-4'
-15.0
9�G61 DIS�NOdA� ..--• 'ISO
' A D � BAY D
s .+ OPP
OHP �-_- aNP
`\/ / '�� � ' ✓ ��/ MORADA BAY
/ o PHASE N
X/ °
3' LENGTH V SIDEWALK 6'
B<7 I
I- C
I I I I \
q '`� I I I I I I C A ;
8 -- CLW STONE
6"R "` G NO. S0 am \
O.C.
3' LENGTH V SIDEWALK 6'
CONC. CURB 6 NO. 5 3,000 PSI :
& GU TTER m 8" O.C. CONC. .I ION
4'TYP O5' AS SHOWN
ASPH\6 SITE
r
5.25" •, ' .•' •'.'
•04 SLOPE ,4 • • . 3,000 PSI
2.5Z SLOPE / 40 CONC.
CL"8" STONE
SECTION A -A SECTION B-B
Flume Detail
NO SCALE
WETL:AN
J.
EROSION CONTROL NOTES
1. Sediment control devices and structures shall be installed, Material Application Rate
maintained and amended as needed to provide effective Lime 1000 lbs./ac.
control of accelerated sedimentation until the contributing Fertilizer (10-10-10) 800 lbs./ac.
Mulch 1,5 tons/ac.
watersheds are stabilized.
Permanent Seeding
2 Construction Sequence: Common Bermuda
A. Notify Engineer, Owner and Land Quality Section prior (Unhulled Sept. 1- April 1) 100 lbs./ac.
to beginning construction. (Hulled April - Sept. 1) 75 lbs./ac.
B, Install stabilized construction entrance(s). "Rebel" Fescue 50 lbs./ac.
C. Silt fence shall be installed at edge of clearing where so Rye Grain (Sept. 1- April 1 only) 50 lbs./ac.
indicated, on all down slopes immediately after area is cleared. German Millet (April 1- Sept. 1 only) 50 lbs./ac.
Silt fence shall be maintained until the area is stabilized competely. Temporary Seeding,
D. Construct sediment storage devices. Grade streets, including Install Dec. 15 - April 15
swales. Install storm drainage piping and outlet protection. Kobe Lespedeza 50 lbs./ac.
E. Immediately seed, mulch and install sod liners in swales. Rye Grain 100 lbs./ac,
F. Maintain erosion control measures as needed to assure April 15 - Sept. 1
German Millet 40 lbs./ac,
full functionablility. Sept. 1- Dec. 15
G. Place CABC over compacted subgrade. Install asphalt Rye Grain 100 lbs./ac.
surface course. 4. Contractor is responsible for maintaining alll erosion control
H. Rreseed and mulch shoulders and ditches. Install liners on measures and amend measures as required to prevent
all remaining swales (and provide ground cover on all exposed slopes,) accelerated erosion from taking place or this site. Contractor
I, Seed, fertilize, and mulch all disturbed areas within 15 days inspect all erosion control devices after every rainfall event
of completing any phase of the grading work. repair, remove accumulated sediment, orsupplement measures
1 Permanent groundcover for all disturbed areas within 15 may be necessary to prevent erosion & retain sediment on site.
working days or no more than 90 calendar days following 5. Once all areas have been stabilized, contractor is to remove
temporary erosion control measures, recvade, & mulch to
completion of construction. restabilize these areas.
K. Remove all temporary devices after permanent groundcover 6. For additional requirements, see the apnved erosion
Is established. and sedimentation permit,
3. Seeding Specifications
Apply lime and fertilizer and work into 4-6 inches of soil. Seed
mixture shall be distributed uniformly and covered with a clean
straw mulch, All mulch shall be crimped or asphalt tacked to help
hold in place, Material and application rates are as follows:
I
w
Sediment Trap- Detail
NO SCALE
THEODORE MILLER
BK. 733, PG. t 38
RA (AGRICULTURE)
T CONTROL
FLOW
NOTES:
1) OWNER AND DEVELOPER:
INLAND PROPERTIES GROUP, LLC
2894 BELGRADE-SWANSBORO RD,
MAYSVILLE, N.C. 28555
910-743-6070
2) PROPERTY IS ZONED R20
3) PROPERTY IS PRESENTLY AGRICULTURAL
4) REFERENCES:
M.B. 30, PG. 337; BK. 1026, PG. 406
BK, 1026, PG. 408; BK. 1036, PG. 457
5) PIN #s:
6305.03349521; 6305.01358174; 6305.03345465;
6305.03347477; 6305.03.43.2345
6) 404 WETLANDS ARE PRESENT AS INDICATED.
7) PROPERTY IS LOCATED IN ZONE X PER
MAP 37206305003, EFFECTIVE DATE: 7-16-03
8) TOTAL TRACT AREA = 465,776 SQ.FT. = 18.04 ACRES.
9) TOTAL NUMBER PROPOSED LOTS: 26
10) LOTS SERVED BY PUBLIC WATER (WEST CARTERET WATER
CORP.) AND PRIVATE WASTEWATER DISPOSAL SYSTEMS.
11) ALL BOUNDARY AND TOPOGRAPHY INFORMATION PROVIDED
BY OTHERS AS INDICATED. ELEVATIONS RELATIVE TO NAVD 1988
12) DISTURBED AREA = 14.0 AC
LOTS 26-32 DO NOT HAVE
ANY LEGAL RIGHTS TO USE
J. BELL LANE AS ACCESS,
AND CAN NOT DO SO.
J. BELL LANE (PRIVATE)
SURVEY & BASEMAP BY:
ALAN BELL SURVEYING, P.A.
604E CEDAR POINT BLVD.
SWANSBORO, N.C.
(252)-393-6101
OWNER/DEVELOPER:
Legend
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
Foil
SODDING
O
MULCHING
O
RIPRAP-LINED CHANNEL
MOM*
SOD-UNEO CHANNEL
C:* s C4
LEVEL SPREADER
OUTLET STABILIZATION STRUCTURE
EXCAVATED DROP INLET PROTECTION (TEMP)
1
FABRIC DROP INLET PROTECTION (TEMP)
BLOCK & GRAVEL INLET PROTECTION (TEMP)
TEMPORARY SEDIMENT TRAP
SILT FENCE
sf
ROCK DAM,
D
CHECK DAM
PROPOSED FINISH GRADE
PROPOSED TOP OF CURB GRADE
PIPE LABEL
_INLAND PROPERTIES GROUP, LLC
2894 Belgrade -Swansboro Road
Maysville, N.C. 28555
(910)-743-6070
TCDD MILLER
8K. 557, PG. 393
8K. 962, PG. 84
RA (SINGLE FAMILY)
Bogue Sound
VICINITY MAP
NOT TO SCALE
I . D = INSIDE DIAMETER OR WIDTH
OF CULVERT
See Schedule 2• MINIMUM STONE THICKNESS TO BE
TWO TIMES SPECIFIED STONE DIAMETER.
PLAN VIEW
AS REQ'DS
E. STEVE STROUD
R20 (AGRICULTURE)
RIP RAP_//1L 1 /3 D
(TYPE PER
PLAN)
SECTION VIEW
Rip Rap Scour Pad
NO SCALE
11 /2 D
INSTALL GEOTEXTILE
FILTER FABRIC UNDER
RIP RAP
REVISIONS
Feb. 28, 2005
Miscellaneous
April 15, 2005 per OWO
(Added Level Spreader)
June 22, 2005 Revised Notes
(Disturbed Area)
a.
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CAL
TTYP SWALES SHALL HAVE 3:1 SIDE SLOPES.
VEGETATIVE STABILIZATION WHERE SPECIFICALLY INDICATED, SWALES SHALL
PER SEEDING SPECIFICATIONS HAVE 5:1 SIDE SLOPES.
4' MIN
QJ
LINE CENTER OF SWALE W/
SOD (PINNED TO PREVENT DISLODGEMENT)
BOTTOM WIDTH (8)
B-0 FOR 3:1 SWALES
Z
8=3 FOR 5:1 SWALES
.�
J
Swale Detail
NO SCALE
Q
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U
W
W
LENGTH-91
WIDTH-31'
u
Q
V D
0
DEP
Z
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n --�� - - --- -
_----
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v 0
RESS, JUL/AN WEEKS
(n
2 � W
ENT R2D (SUMMER CAMP)
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SCALE:--'-1 ► -_-6,
DATE: 12/27/2004
PROJECT: 04-'0131
GRAPHIC SCALE
so 0 30 60 120 240
DRAWN BY: JC/DKN
( IN FEET)
SHEET 1 /4
1 inch = 60 ft.

C� L
50*
RIGHT OF WAY
I
20#6.60
SHOULDER- PAVEMENT "-SHOULDER- DITCH
I * Ft. 1 4 P
00)
'--�SWALE LINING (SEE
Morada Bay Drive 15" SF9.5 SWALE DETAIL)
/ I 1 4;, 1
W
of.
@LA
C, L
500
RIGHT OF WAY
60
SHOULDER1 PAVEMENT SHOULOE DITCH
FT. 1 40 0
J..
"`SWALE LINING (SEE
Cul-de-Sac 1 13" SFSWALE DETAIL)
9,5
NO SCALE
12 GAUGE 4*XO OR rXe WMW WRE HOOKED ONTO
PREYMED CHANNELS ON METAL POSTS. OR FASTENED
TO CEDAR OR WOOD POSTS WITH NO. 8 STAPLES.
:r MINIMUM
L
ULTRAVIOLET 1111=01T MACK) MOM
FABRIC OR EQUIVALENT SECURED TO UK
VATH METAL CUPS OR UK AT Ir OFF
CEN7ER,
MAMMUM 3EDIWNT STORAGE LEVEL REMOVE
SEDIMENT WHEN nUS LEVEL 13 REACHED
/OR AS DIRECTED SY INSPECTOR.
NATURAL GRADE
COVER VAN SOIL AND TAMP 9ACKFLL
CARRY r W VNIE INTO TRENCH.
CARRYAPPROX. 12- OF FABRIC INTO TRENCH
META' CEDAR OR TREATED WOW POSTS AT Or
OW CENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD
K Y DEEP MINIMUM.
Silt Fence Detail
16
vir 14, OVADA BAY DRIvE
NNW
IGN 5
\ i �XiST. ESUFE,�FA7,47N
OHP �OHP
01
PP
MORADA SAY
PHASE 11
de
EXISTING ROAD , :: , ' : ' .. ,
R/W
STRUCTURAL S
NOTE
USE CLASS i RIP RAP FOR SIMXIUW
STONE AND PAY MR AT THE CON nucT umr
PRICE PER SQUARE YAW OR MR TON PLAIN
MP W. CLASS 1.
USE NO. 5 OR NO. 57 STONE FOR SEVWW
CONTROL AND PAY FOR AT rHE coNmicr umr
PRCE PER TON SEDIMENT' CONTROL STONE.
DO NOT USE SEDUM aW IN A LIVE
SMISAIII.
REAVW ACCUNUATEV SEDIMENT WHEN
STORAGE AREA IS j nXL.
r coNma
FLOW
RM
Sediment Trap Detail_
NO SCALE
NO SCALE THEODORE MILLER
&K. W, PG. 1 J8
RA (AGRICULTURE)
J. BELL LANE (P
RIVATE)
TE
_74
(SEE
PLAN VIEW
Construction specifications ; ; ; :: ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; : : �; : :: '
1. Stone size - Use MSHA size No. 2 (2-1/2' to I-) or AASHTO
404.
designation M43, size No. 2 ( 2-1/2" to 1-1/2*). Use
crushed stone. WETLANDS
2. Length - As effective, but not lose than 50 feet. T
3. Thickness - Not less than six (6) inches.
4. Width Not Ion 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-
N
way. When washing to required, It shall be done on an
area stabilized with crushed stone which drains Into an
approved sediment trap or sediment basin. Ali sediment
shall be prevented from entering any storm drain. ditch,
or watercourse through use of sandbags, grovel, boards
or other approved methods.
6. Maintenance - The entrance shall be maintained In a
condition which will prevent tracking or flowing of NA: rd'RA' L A' REA
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
1.55 - ACP,
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.
Temp. Construction Entrance :: ;:::;;.;.;:;
NO SCALE ex.
EROSION CONTROL NOTES
1. Sediment control devices and structures shall be installed, Material Application Rate
maintained and amended as needed to provide effective Lime 1000 lbs./ac.
control of accelerated sedimentation until the contributing Fertilizer (10-10-10) 800 lbs./ac.Mulch 1.5 tGns/ac.
watersheds are stabilized. Permanent Seeding
2. Construction Sequence: Common Bermuda
A. Notify Engineer, Owner and Land Quality Section prior (Unhulled Sept. 1- April 1) 100 lbs./ac.
to beginning construction. (Hulled April - Sept. 1) 75 lbs./ac.
B, Install stabilized construction entrance(s). "Rebel" Fescue 50 tbs./ac. DRAINAGE PIPE CHART
C. Silt fence shall be installed at edge of clearing where so Rye Grain (Sept, 1- April 1 only) 50 lbs./ac. OUTLET
indicated, on all down slopes immediately after area Is cleared. German Millet (April 1- Sept. 1 only) 50 lbs./ac. AREA Q10 DIAMETER GRADE LENGT VELOCITY
Sit fence shall be maintained until the area is stabilized competely. Temporary Seeding
Dec. 15 - April 15 PIPE (acres) (cfs) (inches) (0/0) (if) (fps)
D. Construct sediment storage devices. Grade streets, Including Install Kobe Lespedeza 50 tbs./ac. 11G" 0.99 2.97 15" 0.56 40 n/a
swales. Install storm drainage piping and outlet protection. Rye Grain 100 lbsjac.
E. Immediately seed, mulch and Install sod liners In swales. April 15 - Sept. I
F. Maintain erosion control measures as needed to assure German Millet 40 lbs./ac,
full functionabilifty. Sept. 1- Dec. 15 If Area <10 Ac If Area > 10 Ac
G. Place CABC over compacted subgrade. Install asphalt Rye Grain 100 lbs./ac. Q=CIA Q=281 x DA RCP = Reinforced Concrete Pipe
surface course. 4. Contractor Is responsible for maintaining alit erosion control tc=5 MIR. where DA=A/640 LF Linear Fed
H. Rreseed and mulch shoulders and ditches. Install liners on measures and amend measures as required to prevent i10=7.50 in/hr. FPS Feet per Second
all remaining swales (and provide ground cover on all exposed slopes.) accelerated erosion from taking place on this site. Contractor
I. Seed, fertilize, and mulch all disturbed areas within 15 days inspect all erosion control devices after every rainfall event C=0.40
of completing any phase of the grading work, repair, remove accumulated sediment, or supplement measures
1. Permanent groundcover for all disturbed areas within 15 may be necessary to prevent erosion & retain sediment on site. NOTE:
working days or no more than 90 calendar days following 5. once all areas have been stabilized, contractor is to remove
temporary erosion control measures, regrade, & mulch to 1. Contiactor shall use NCDOT approved RCP or CMP for all pipes underneath
completion of construction. restabilize these areas. NCDOT and/or Private roadways.
K. Remove all temporary devices after permanent groundcover 6. For additional requirements, see the approved erosion
is established, and sedimentation permit, 2. Contractor may use NCDOT approved RCP or HDPE (2 wall) in all other areas
3, Seeding Specifications including driveway pipes.
Apply lime and fertilizer and work Into 4-6 inches of soil. Seed
mixture shall be distributed uniformly and covered with a clean
straw mulch. All mulch shall be crimped or asphalt tacked to help
hold In place. Material and application rates are as follows:
2" go- 2 2
ELEV=
--- ELEV15.=15.5058
V-'Notch Detail
RIP RAP SCOUR PAD SCHEDULE
Sized using NYDOT Dissipator Charts.
VELOCITY LENGTH WIDTH TYPE
RRSP # (fps) ZONE (feet) Lfeet j STONE
8 5.5 2 9 5 Cl"B"
NOTES:
1) OWNER AND DEVELOPER:
INLAND PROPERTIES GROUP, LLC
2894 BELGRADE-SWANSBOR0 RD.
MAYSVILLE, N.C. 28555
910-743-6070
2) PROPERTY IS ZONED R20
3) PROPERTY IS PRESENTLY AGRICULTURAL
4) REFERENCES:
M.B. 30, PG. 337; BK- 1026, PG. 406
BK. 1026, PG. 408; BK. 1036, PG. 457
5) PIN #s:
6305.03349521; 6305.01358174; 6305.03345465;
6305.03347477; 6305.03.43.2345
6) 404 WETLANDS ARE PRESENT AS INDICATED.
7) PROPERTY IS LOCATED IN ZONE X PER
MAP 37206305003, EFFECTIVE DATE: 7-16-03
8) TOTAL TRACT AREA = 465,776 SQ.FT. = 18.04 ACRES.
9) TOTAL NUMBER PROPOSED LOTS: 26
10) LOTS SERVED BY PUBLIC WATER (WEST CARTERET WATER
CORP.) AND PRIVATE WASTEWATER DISPOSAL SYSTEMS.
11) ALL BOUNDARY AND TOPOGRAPHY INFORMATION PROVIDED
BY OTHERS AS INDICATED. ELEVATIONS RELATIVE TO NAVD 1988
12) DISTURBED AREA = 12.9 AC
LOTS 26-32 DO NOT HAVE
ANY LEGAL RIGHTS TO USE
J. BELL LANE AS ACCESS,
AND CAN NOT DO SO.
J. BELL LANE (PRIVATE)
PVC END CAP
(Ons Each Side)
SOD/
IAINING
Elev. 15.58
DIRECTION OF FLOW •�h' r ��3:1 SWALE
� 6-IN
FLOW DIRECTION
SOD/ / !�
/LINING
\12' PVC PIPE CUT IN HALF
(See V-Notch Detail)
Spreader Device_
NO SCALE
Legend
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
SODDING
MULCHING
RIPRAP-LINED CHANNEL
SOD -LINED CHANNEL
C) 8 C*
LEVEL. SPREADER
OUTLET STASIUZA'nON STRUCTURE
EXCAVATED DROP INLET PROTECTION (TEMP)
FABRIC DROP INLET PROTECTION (TEMP)
BLOCK & GRAVEL INLET PROTECTION (TEMP)
13
TEMPORARY SEDIMENT TRAP
Q
SILT FENCE
-sf
ROCK DAM
CHECK DAM
ponancrn mmcw rmAnr
Bogue Sound
PROPOSED TOP OF CURB GRADE
PIPE LABEL. 19A"
I I VICINITY MAP
NOT TO SCALE
J. D = INSIDE DIAMETER OR WIDTH
OF CULVEKT
See Schedule 2. MINIMUM STONE THICKNE55 TO 13E
0 MOM TWO TIMES SPECIFIED STONE DIAMETER.
-0"
I D
EX^ I RIP RAP j
(TYPE PER L 1/3 D
PLAN)
PLAN VIEW 5ECTION VIEW
Rip Ra'Scour Pad
p
NO SCALE
TODD MILLER ]unction Box D eta i I
CrA. 00 1, PG. jyj
6K. 962, PG 84 NO SCALE
R,4 (SINGLE FAMILY)
VEGETATIVE STABILIZATION
PER SEEDING SPECIFICATIONS
2' MIN 25
11/2 D
INSTALL GEOTEXTILE
FILTER FABRIC UNDER
RIP RAP
REMSIONS
Feb. 28, 2005
Miscellaneous
April 15, 2005 per DWO
(Added Level Spreader)
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Swale Detail
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NO SCALE
NORTH -'-' L
<
0-01
Dlv.sioi,N
Date S
0
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41
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RECEIVED
0.�
0
APR 2 0 2005
W
0
Em-4
W
X
JUL14N WEEKS
EGRESS,
R20 (SUMMER CAMP)
CEMENT
0
0-
Z
3:
CAI
9
0
Q
0
Z
SURVEY do BASEMIAP BY:
0
0
ALAN BELL, SURVaING, P.A.
<
604E CEDAR POINT BLVD.
N.C.
SWANISBORO.
(252)-393-6101
Z
OWNER/DEVELOPER:
INLAND PROPER, TIES GROUP. LLC
UJI
2894 Belgrode-Swansboro Road
Maysville, N.C. 28555
(910)-743-6070
V)
Z
0
E. SIEVE STROUD V)
R20 (AGRICULTURE) 0
W1
Li
FLOW SPREADER OEVICE
(12' PVC PIPE CUT IN HALF �4� 3:1 SWALE
-SEE DETAIL)
Soo
ATED SWALE 130TTOM
(SLOPE - .25X) 5.0
L!2NgTUDINAL SECTION CROSS SEcnobj
Vegetated Filter Detail_
NO SCALE
GRAPHIC SCALE
ol-
sag
NOT RELEASED FOR mucrtOm
50 0 30 60 120
1 1 1 1 1
( IN FEET )
1 inch = 60 ft.
f�
Z
Z
SCALE: 1 9* - 609
DATE: 12/27/2004
PROJECT: 04-0131
240
j DRAWN BY: JC/DKN
SHEET 1/4

WRAMOLET RESISTANT (BLACK) MWI
C,L VA
FAWC OR EWVAMORT SEATOAMIr OFF TO WNW
IN METAL CLAPS WRE
SO
, 12 GAUGE ex4r oft rX4C WELOW VARE HOOKED ONTO CENWIL
PREFORM CHANNELS ON METAL POSTS. OR 6-ASM40 -7
HT OF W,
1
20#
PAVEMENT
i
Morada Bay Drive
C� L
50'
RIGHT OF WAY
I
18'
PAVIEMENT
6#
150 S" 3
Cut -de -Sac 1.5" SF9-5 N
all
ni
SWALE LINING (SEE
SWALE DETAIL)
SWALE LINING (SEE
SWALE DETAIL)
STRUCTURAL S
NOTE.,
M CUSS i RIP RAP FOR STRUCTURAL
STONE AND PAY FOR AT THE campucr wT
PRICE F" SOLAW YARD OR PM MN PLAIN
W 1W, CLASS L
USE No. 5 OR NO. 57 STONE FOR SMWENT
CONTROL AND A4Y FOR AT THE CONTRACT LWT
PRICE PER TON SEOWENr CONTROL SRW.
00 NOT USE SEDWW OAAf #4 A LW
STRFAM.
REMOVE ACCUMULATED SEVWENT WHEN
STORAGE AREA 6 j FULL
Sediment Trap Detail
NO SCALE
r CONTROL
FLOW
Legend
TEMPORARY GRAVEL CONSTRUCTION ENTAXT
Fin
SODDING
MULCHING
RIPRAP-LINED CHANNEL
SOD -LINED CHANNEL
C* 8 c*
LEVEL SPREADER
NOW
OUTLET STABILIZATION STRUCTURE
EXCAVATED DROP INLET PROTECTION (TEMP)
[3
FABRIC DROP INLET PROTECTION (TEMP)
H
BLOCK & GRAVEL INLET PROTECTION (TEMP)
13
TEMPORARY SEDIMENT TRAP
IQ
SILT FENCE
of
ROCK DAM
D
CHECK DAM
PROPOSED FINISH GRADE
PROPOSED TOP OF CURB GRADE
PIPE LABEL
to A
Bogue Sound
VICINITY MAP
NOT TO SCALE
I. D = INSIDE DIAMETER OK WIDTH
OF CULVERT
See Schedule 2. MINIMUM STONE THICKNE55 TO BE
on TWO TIME5 5PECINED STONE DIAMETER.
7ZEMM 1)
a J. BELL LANE' (PRIVATE) J. E?ELL LANE (PRIVAUE MUN � -N
Street Cross Section I 3e4eL S02"57'21 "E See Schedule
NO SCALE 827.15'
THEODORE MILLER
BK- 733, PG. 138
RA (A GRICUL TURE)
LOTS 26-32 DO NOT HAVE
ANY LEGAL RIGHTS TO USE
J. BELL LANE AS ACCESS,
AND CAN NOT DO SO.
L
RIP RAP 1/3 D
DISTURBANCE LIMITS f 7.7 D (TYPE PER
of of of of of - of of of it ...
of of - d of of of of PLAN)
lot I
PLAN VIEW SECTION VIEW
32 I 15.0f :' �1
Rip Rap Scour Pad
O'�
26 n28 (29) s NO SCALE
. . . I V'- . I :
27
17
SM TRAP
Wr 813' A,
el
0HP
n16 60) TH-4' \
------ PP sL
QHP ------
OHP
0HP
or
BAYDRIVW P
1) A tNTRANCE
OHP
0HP
0
dM - I
/ W ter- 1ST DESIGN yv/1 I L KMA IN 011 +
OHP
OMP
OHP in
\/x
AdnRAnA RA Y
L =289.29
1 00
PHASE 11 T 1 44 -7 f) \ % tj%
an- 4C
rH- 31 A=3*55'33" TODD MILLER
/ 0 O
. . . R=,4221.93
8K. 557, PG. 393
Junction Box Detail
0 -8 Cr
.1 1 FES 8K. 962, PG. 84
1&4+ NO SCALE
.1 INV-1e.371 R4 (SINGLE FAMILY)
LENGTH 19, WUA VEGETATIVE STABILIZATION
. .. .. . . . . PER SEEDING SPECIFICATIONS
IMDTH-
INV-16.27
o
DEPTH-V
U
2.5
Z MIN
7 7
FE
AS READ
loo, 11 '71 1
11/2 D
INSTALL GEOTEX11LE
FILTER FABRIC UNDER
RIP RAP
EXISTING ROAD . . . . . . .
10"
FE
LINE CENTER OF SWALE W/
------------- -- -- --- --
IN 6.07 ` e. SOD (PINNED TO PREVENT DISLODGEMENT)
-Z --------------- ------------------
0 D&UE
.. .. .. Swale Detail
. . . L-QVIJ 1)
D& Ton =4W 23 NO SCALE
R=321.34
R/W R/W . . . . . . . . . . . . . A=1 07*37*14"
50MIN.
LENGTH . . .. . .
. . . . . . . . . SC)2'5.7!21 46 S02*5845"E
6-MIN. . . . . . .
S2 DIS ANCE LIMITS
THICK • 305.89
IL 5 M Tup. W&D
*b LENG
SECTION
12 MiN. f C'
ry a
(SEE NOTE) . . . . . ail
..... .. .... T'. 47
01
:,40
PLAN MEW
WETLANDS
ggpetrualga SpeclOgations . . . . .. .
N------------------------------
- Use MSHA size No. 2 (2-1/2' to I or AASHTO 21097.a3
1. Stone size
-). Use . . . . . ------- ------------- -----------------------------
designation M43. size No. 2 2-1/2' to 1-1/2• •. . .. . . 45 2 a
n"jcry. . . . . . . . . .
2.6
crushed stone. than 50 feet.
2. Length - As effective, but not less••TA: 35+26.60 2*W'4
3. Thickness - Not lose than six (6) inches. 50 INGRESS, EGRESS,
SO4*2 21"E -36+26.g" 272.8T
4. Width
2 5 7. & 77UTY EASEMENT
Not lose than full width of all points of
ingress or egress. Minimum of 12', to
to
5, Washing - When necei
remove sediment prior to entrance onto public right •. . . . . . . isory, wheels shall be cleaned -of-
required. it shall be done on an
way. Men washing Is
sou BE EEZE CT.
Ins Into an . . . . . CT. C4
area stabilized with crushed stone which dra . . . TH
P/W) PRIVA TE 19.4+
E <� shall be prevented from entering any storm drain. ditch. *R
approved sediment trap or sediment basin. Al
I sediment \20' D&UE
1.55: PRIVAT
or watercourse through use of sandbags. gravel, boards
or other approved methods.
6. Maintenance - The entrance shall be maintained In a•• •+19.2 00
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require . . . . . .. . . . . -7
periodic top dressing with additional stone as conditions
id/or cloonout of any measures used to JEAP
. . . . . . . . . . .%•-91
demand and repair at
trap sediment. All sediment, spilled, dropped. washed or LENGTH 41
. . . . . . . .. .
. . . . . . . . . . . . WIDTH-31'
tracked onto public rights -of -way must be removed
42
Immediately. .. . . . . . . . . .
4
0.
tr� t
of
DIS RBANCE UMIT$
of -of
_ �___
Temp. Construction Entrance -*1004
TURSANCE UMI
41
NO SCALE DISTURBANCE UMITS
+ . . . . . . . . . . . . . .
N04 '21
I -wa
1182-96 Go NOTES:
0
1) OWNER AND DEVELOPER:
EROSION CONTROL NOTES M OTI 0 ^O^Hn F -4ZTFVF CTAPt)l if)
JULAN WEEKS
R20 (SUMMER CAMP)
REVISIONS
Nov. 9, 2004 Per
WCWC
Nov. 9, 2004 Per
Land Quality
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DRAINAGEr1rr, t,-r1A1xjL 11%L.PM1U f-r\%i r- Q # "\.# a
1. Sediment control devices and structures shall be Installed, Matorld &alcatlon Rate 2894 BELGRADE-SWANSBORO RD. R20 (AGRICULTURE) D d FK\CEIVE4 D
OUTLET maintained d ornended as needed to provide effective Lime 1000 IbL/aC- MAYSVILLE, N.C. 28555
control of acoslerated sedimentation unflrot'he conftuting Fertilizer (10-10-10) aoo bs./oc. 910-743-6070 C969
anA 0 Z Ub
GRADE LENGTH VELOCITY watersheds are stabilized. Mulch 1.5 tons/oc. 2) PROPERTY IS ZONED R20
AREA Q10 DIAMETER 2. Canstmetlan aggUjar& e=ongpt mor RELEASED FoR rRucrlom
(acres) (cfs) (inches) (9.) (if) (fps) A. No and Land Quality Section prior Common 3) PROPERTY IS PRESENTLY AGRICULTURAL BY:
tatify Engineer, Owner (Unhullod Sept. 1 100 tbs./ac-
PIPE 1,511 0.56 18 n/a beginn ntron*s). 4) REFERENCES:
0.99 2.97 8. Install stabilized construction 0 April - Sept. 1) 73 lbs./ao.
'fH'r -1.22 3.66 1511 0.56 18 n/a C. Slit fence shall be installed at edge of clear4 where to ts L10i Fescue 50 lbe./ac. M.B. 30, PG. 337; BK. 1026, PG. 406 OWNER/DEVELOPER: SURVEY & BASEMAP BY: J
indicated. on all down si immediately otter am Is cleared. Rye Grain (Sept. I - April 1I only) 50 lbs./ac. BK. 1026, PG. 408; BK. 1036, PG. 457 1
trill 2.21 6.63 1811 0.40 42 5.5 Slit fence shall be maintrod until the area Is stabilized ownpotely. German Millet (April I -Sept. I only) 50 lbs./ao. INLAND PROPERIIES GROUP, ALAN BELL SURVEYING, P.A.
0. Construct sediment storage devices. Grade streets. Includinlinstall TOM 5) PIN #s:
swales. Install storm draina piping and outlet protection. III= 2894 Belgrade-Swaneboro Road SCALE: 1 60'
15 - 6305.03349521; 6305.01358174; 6305.03345465; 604E CEDAR POINT BLVD.
If Area <10 Ac If Area > 10 Ac E. Immedliotely seed. mulch and Install sod liners in swal".. Kobe Lespedozo 50 lbe./ac. 6305.03347477; 6305.03.43.2345 Maysville, N.C. 28555 WANSBORO, N.C.
F. 1 (9 )-743-6070
Q=281 x DA RCP = Reinforced Concrete Pipe Maintain erosion con" measures an needed to assure 100 lbe./ac. 6) 404 WETLANDS ARE PRESENT AS INDICATED. 252)-393-6101
Q=CiA RIP RAP SCOUR PAD SCHEDULE full functionablulty, Rye Grain
tc=5 min. where DA=A/640 LF = Linear Feet G. Place CABC over compacted subgradis. Install asphalt April 15 - SspL I DATE: 10/13/2004
FPS = Feet per second surfaco course, German Millet 40 lbs./ac. 7) PROPERTY IS LOCATED IN ZONE X PER
ilO=7.50 in/hr. H. Braced and mulch shoulders and ditches. Install liners an SspL I -Dec. 15 MAP 3720630500J, EFFECTIVE DATE: 7-16-03
all remaining swal" (and provide ground cover on all exposed Wq)w) Rye Grain 100 lbs./ac. GRAPHIC SCALE
c=0.40 sized using NYDOT Dissipater Charts. 1. Seed, fortillis. and mulch all disturbed areas within 15 do)e 4. Contractor Is responsible for maintaining *111 erosion control 8) TOTAL TRACT AREA = 465,776 SOFT. = 18.04 ACRES. PROJECT: 04-0131
of completing any phase of the work. measures and amend measures as required to prevent
J. Permanent gmndcover for oil d= area within 15 accelerated erosion *am taking place an this site. Contractor 9) TOTAL NUMBER PROPOSED LOTS: 26 60 0 30 60 120 240
or cmP for all pipes uner-
NOTE: dneaVELOCITY LENGTH H TYPE
th GTH WIDTH waiting days or no more than 90 calendar days following inspect all erosion con" devices after *very rainfall event
1. Contractor shall use NCDOT approved RCP completion of construction. repair.remove accumulated sediment, or ouipplement, measures 10) LOTS SERVED BY PUBLIC WATER (WEST CARTERET WATER DRAWN BY: JC/DKN
ZONE (feet) (feet) STONE K. Remove all temporary devices after permanent groundcover may be necessary retain sediment an site.
RRSP # (fps) prevent so CORP.) AND PRIVATE WASTEWATER DISPOSAL SYSTEMS.
Is established. Once all orooseary to P entblzsd��*troctor 1. to remove
NCDOT and/or Private roadways. 2 wall) in all other areas 2 9 5 Cl"B" hove been sta
HDPE 8 5.5 3. 522"s $Rtafficmuons erosion can" measure% regrode. & mulch to 11) ALL BOUNDARY AND TOPOGRAPHY INFORMATION PROVIDED
2. Contractor may use NCDOT approved RCP or lime d feMizer and work Into 4-6 inches of *a. SO" these areas. BY OTHERS AS INDICATED. ELEVATIONS RELATIVE TO NAVD 1988 IN FEET
including driveway pipes. =anre shall be distributed uniformly and covered with a dean S. For additional rewirements, we the approved erosion SHEET
straw mulch. AD mulch shall be crimped or asphalt tacked to help and "dirnentation permit. 12) DISTURBED AREA 12.9 AC I inch 60 ft. 1/4
hold In place. Material and application rates are 08 fellows;

REVISIONS
50'
RIGHT OF WAY
CAL 14'
18'
PAVEMENT ww
0_ J
o a
w 3
v,
J
N
TRACER TAPE PER
;M, m W.C.W,C. REWTS
12 GUAGE TRACER WIRE
PROPOSED PER W.C.W.C. REQ'TS
WATERMAN
Watermain Location Detail -
NOT TO SCALE
I. VALVE BOX PAD IS TO BE MADE OF
O ASS A CONCRETE (3000 PSI Is 26 DAYS
2. VALVE BOX PAD CAN BE OBTAINED MOM:
• STALL*= SEPTIC TANK, OREENMLLE
• PUMP AND LK 14TI04 KINSTON
MASONRY SUPPLY, 0M. SELMA
z Pa. Io-- I=!
ROARa
't
�9 Ilr I
(D
Valve Box Precast
Shoulder Slab
NOT TO SCALE
S,GfI 3I NOf�X D_ A _ _13A Y- I? R - I v_.�._
-rXIST pE$I�N 6'rW�1 TERM, A%N
OHP
PP
MORADA BAY
PHASE lI
r
18
Typical Blocking Detail
NOT TO SCALE
CONCRETE THRUST BLOCKING SCHEDULE
CONGREM 5CHEDULE
VERTICAL BEND5
FITTING
51ZE
BLOCKING AREA (50. FT.)
MIN, CU. YD5, CONCRETE
MIN. CU. YD5.
CONCRETE
TEE
90°
45°
22 !/2°
Tel
90°
45°
22 I/20
900
45°
22 I!2°
4"
0.8
1.2
0.7
0.3
0.13
0.13
0.13
0.13,
0.7
0.4
0.3
G"
1.9
2.7
1.5
0.8
0.13
0.13
0.13
0.13
1.3
0.9
0.5
$"
3.3
4.8
2.5
1.3
0.13
0.13
0.13
0.13
2.5
1.7
0.9
10"
5.2
7.3
4.0
2.0
0.13
0.3
0.13
0.13
2.5
2.8
1.5
J2"
7.G
IO•G
5.9
2.9
0.3
0.4
0.3
0.13
5.G
4.0
2.1
iG"
13.3
18.9
10.2
5.2
0.5
0.9
0.4
0.13
9.8
7.1
3.7
18"
22.5
32.8
17.3
8.9
NOTE: Areas of blocking and approximate yards of concrete in the above table are based on cne
oilowrng data: 2000# soil pressure and test pressure at 150 p.s•i• (blocking area subject to
change based on vaned soil conditions and shall be done so at the direction of the ffngmeer).
WATER MAIN NOTES:
1 LOCATION OF EXISTING WATERMAINS SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. LOCATION
INFORMATION PROVIDED BY WEST CARTERET WATER CORPORATION AND OWNER.
2 CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES
(CABLE AND PIPELINE) ALONG THE PROPOSED WATERMAN ROUTE, INCLUDING WATER SERVICES.
3 PROPOSED WATERMAINS TO BE INSTALLED WITH 36 INCHES MINIMUM COVER.
4 CONTRACTOR TO INSTALL WATERMAINS AT EXTRA DEPTH WHERE CONFLICTS EXIST WITH STORM DRAINAGE
OR OTHER UTILITIES (STORM SEWERS - 12" SEPARATION, SANITARY SEWERS - 1 W SEPARATION, ALL
OTHERS - 12" SEPARATION).
5 WATER SUPPLY IS BY WEST CARTERET WATER CORPORATION.
6 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM WITH WEST CARTERET WATER CORPORATION
SPECIFICATIONS AND REQUIREMENTS.
7 ALL WATERMAN PIPE MATERIAL SHALL CONFORM TO ASTM STANDARD 0-2241, PVC 1120, SDR 21, 200 PSI
PRESSURE RATING, WITH INTEGRAL BELL AND SPIGOT END. PIPE SHALL BEAR THE SEAL OF THE
NATIONAL SANITATION FOUNDATION (NSF) FOR POTABLE WATER PIPE.
8 WATERLINE SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH WEST CARTERET WATER
CORPORATION REQUIREMENTS PRIOR TO BEING PLACED IN SERVICE.
9 ALL WATERMAINS AND EASEMENTS TO BE DEEDED TO WEST CARTERET COUNTY WATER CORP. UPON COMPLETION.
IT IS THE INTENT OF THIS DESIGN THAT ACTUAL 20' EASEMENT LOCATION BE CENTERED ON THE "AS -
BUILT" LOCATION OF THE WATERMAN,
10 CONTRACTOR SHALL MAINTAIN 10' MIN. SEPARATION BETWEEN WATERMAN AND EXISTING SEPTIC SYSTEM
NITRIFICATION LINES, IF ANY,
11 LOT LINES SHOWN HEREON ARE PRELIMINARY AND ARE SUBJECT TO CHANGE.
12 WATER SERVICES SHALL BE INSTALLED BY WEST CARTERET WATER CORPORATION.
13 THE ENGINEER/SURVEYOR WILL LOCATE THE PROPER PLACEMENT OF THE WATER SERVICES.
J. BELL LANE (PRIVATE)
(CAUT§0#V
UNDERGROUND UTILITIES MAY EXIST IN THE VICINITY OF THIS
PROJECT. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE
APPROXIMATE AND OTHER UTILITIES MAY ALSO EXIST IN THE
VICINITY OF THIS PROJECT WHICH ARE NOT SHOWN ON THESE
PLANS.
PRIOR TO EXCAVATION, THE CONTRACTOR SHALL PROVIDE PROPER
NOTICE TO ALL UTILITY COMPANIES IN COMPLIANCE WTH THE
"UNDERGROUND DAMAGE PREVEN770N ACT OF 1985".
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCA77ON
AND DEPTH OF ALL U77LI77ES AND REPORTING ANY DEVIATION TO
PLANS OR POTENTIAL CONFUCTS TO THE ENGINEER PRIOR TO
CONS7RUC770N.
THE CONTRACTOR SHALL BE LIABLE FOR ALL LEGAL ACTIONS
RESUL77NG FROM CONSIRUC77ON IN THE VICINITY OF THIS PROJECT,
AND BY ACCEP77NG THESE PLANS, AGREES TO HOLD HARMLESS
THE ENGINEER AND OWiVER FROM CLAIMS OR DAMAGES RESUL 77NG
FROM THIS KVRK,
Cho OVE C AL IL (CENTER fI
THEODORE MILLER
BK. 733, PG. 138
RA (AGRICULTURE)
WATER MAIN (size as noted)
WATER VALVE
FIRE HYDRANT
BLOW -OFF ASSY,
WATER SERVICE
ST. DRAIN (size as noted)
STORM DRAIN INLET
POWER POLE w/ OVERHEAD LINE
LOTS 26-32 DO NOT HAVE
ANY LEGAL RIGHTS TO USE
J. BELL LANE AS ACCESS,
AND CAN NOT DO SO.
BES
-- OE
WM
PROPOSEo
0
AMERICAN DARLWO MARK
73 B FK HYDRANT MATH
1-4 1M PUMPER NOZZLE
AND 2-2 1 rr NOW NOZZLES
SIDEWALK
J. BELL LANE (PRIVATE)
CONCRETE THRusT BLOCK
PLACED AGAINST
UNOISTURIM EARTH -
Bogue Sound
VICINITY MAP
=-a NOT TO SCALE
PRECAST
a CUTTER SLMSHOUILM
% -M.4 LOCKED HYDRANT
ADAPTOR OR APPROVED PIPE
MIN. OF 3 CUSIC FEET OF
CRUSHED STONE fOR ORAINADE
Fire Hydrant Detail
NOT TO SCALE
- OMY egos. vex-TE-too
VALVE BOX OR APPROVED EQUAL
- 0' GATE VALVE
/-M.J. LOCKED HYDRANT
/ TEE OR TEE VATH
APPROVED PPE
t"�::///j RESTRAINT
I ' "••'••••••••••-
TODD MILLER TAMPED EARTH WG
�IeO r
BK. 557, PG. 393 VALVE SOXTHREADED P
z' MR 21 PIPE
8K. 962, PG. 84 Cw, COUPLING 2r LONG r BRASS • r saL so MALE ADAPM
RA (SINGLE FAMILY) rlPe NAsPLE .�s ,� eaD
so
LONN G r BRASS •#67 $MNE
PIPE .• Z* i.
LIF
CONCRETE --- i
SLOCKIINGw/ To�PERA NUT eta
JIM
NO PLASM OR GALVANIM SCREII RrMC3 KI M VALVE.
Blow- Off Assy. Detail_
NOT TO SCALE
NOTES:
1) OWNER AND DEVELOPER:
INLAND PROPERTIES GROUP, LLC E. STEVE STROUD
2894 BELGRADE-SWANSBORO RD. R20 (AGRICULTURE)
MAYSVILLE, N.C. 28555
910-743-6070
2) PROPERTY IS ZONED R20
3) PROPERTY IS PRESENTLY AGRICULTURAL
4) REFERENCES:
M.B. 30, PG. 337; BK. 1026, PG. 406
BK. 1026, PG. 408; BK. 1036, PG. 457
5) PIN #s:
6305-03349521; 6305.01358174; 6305-03345465;
6305.03347477; 6305,03.43.2345
6) 404 WETLANDS ARE PRESENT AS INDICATED.
7) PROPERTY IS LOCATED IN ZONE X PER
MAP 3720630500J, EFFECTIVE DATE: 7-16-03
8) TOTAL TRACT AREA = 465,776 SO.FT, = 18.04 ACRES.
9) TOTAL NUMBER PROPOSED LOTS: 26
10) LOTS SERVED BY PUBLIC WATER (WEST CARTERET WATER
CORP.) AND PRIVATE WASTEWATER DISPOSAL SYSTEMS.
11) ALL BOUNDARY AND TOPOGRAPHY INFORMATION PROVIDED
BY OTHERS AS INDICATED. ELEVATIONS RELATIVE TO NAVD 1988
1 2) DISTURBED AREA = 12.9 AC
JULIAN WEEKS
R20 (SUMMER CAMP)
Nov. 9, 2004 Per
WCWC
Nov. 9. 2004 Per
Land Quolity
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OWNER/DEVELOPER: SURVEY & BASEMAP BY
INLAND "PROPERTIES; QROUE. LAC ALAN BELL SURVEYING. P.A. SCALE: '� �� - �Q'
2894 Belgrade-Swonsboro Road 604E CEDAR POINT BLVD. _
Maysville, N.C. 28555 WANSBORO, N.C.
(910)-743-6070 (252)-393-6101
DATE: 10/13/2004
GRAPHIC SCALE PROJECT: Q4-0131
�o o ao so 120 240
( IN FEET )
1 inch = 60 ft.
DRAWN BY: JC/DKN
SHEET 2/q,

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REVISIONS
Sept. 28, 2004 Per WCWC
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SCALE HORIZONTAL 1"= 40'
VERTICAL = 1"= 4'
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3 +31. pt^mfia C-fA -1 111 1 31.3�1­ 1 37 UVV F
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