20040625 Ver 1_COMPLETE FILE_20040426 (2)

1
UNE BEARING LENGlH
NOlE: CURVE TABLE Ll , . 30.73
I TANGENT
I 1HlS PftOPERTY IS LOCATED IN A 10Cl-'r!AR fl.OOO CURVE CHORD DELTA RADIUS ARC L2 , . 10.24
PlAIN AS _ ON fDIA IIAP 370181-000IIO." oooeo Cl 3.12 1 , " 2.00 3.58 2.<19 8.91
DATED JANUARY 21a.22, 1-' lII1H A fl.OOO flEVATION L3 , .
j AS _ HEREON. C2 12.52 7 , " 10.00 13.53 8.03 2.27
L4 , .
C3 15.60 1 ' O. 10.00 17.89 12.46 L5 , " 2.52
C4 12.52 77. , " 10.00 13.53 8.03
L6 , . 22.21
C5 15.60 1 9' " 10.00 17.89 12.46 .
L7 , 1.14
C6 12.52 77" , " 10.00 13.53 8.03 9.57
L8 , .
C7 7.67 1 , . 5.00 8.75 5.98 5.98
L9 , .
C8 12.38 7 ' , . 10.00 13.36 7.89
L10 , " 0.80
C9 14.97 10.00 16.92 11.29 L11 , . 1.91
Cl0 12.83 10.00 13.92 8.36 L12 . 4.89
Cl1 3.07 2.00 3.50 2.39 L13 . . 7.94
C12 6.41 5.00 6.96 4.18 L14 7.94
L15 16.93
L16 1.92
L17 5.54

EXISTING ROAD

R/W

R/W

50' MIN.
LENGTH

CONSTRUCTION
ENTRANCE
PROFILE

112, MIN.I
(SEE NOTE)

PLAN VIEW

Conlltructlon SDaclflcatlonl!l

1. Stone size - Uae MSHA size No.2 (2-1/2" to ,.) or AASHTO
dealgnatlon M43, size No.2 ( 2-1/2" to 1-1/2.). Use
crushed atone.
2. Length - Aa effective, but not less than 50 teet.
3. Thlckneu - Not 1_ than six (6) Inchea.
4. WIdth - Not lees than full width ot all points ot
Ingreaa or egrees. Minimum ot 12'.
5. Washing - When necessary, wheels sholl be cleaned to
remove aedlment prior to entrance onto public right-ot-
way. When washing I, required, It ahall be done on an
-~ed with orushed stan.-Wflleh dnIIns IIIto ..
approved soidImant trap or sedlment bosfn. All sedlment
shall be pre~ted from entarlng any storm drain, ditch,
or watercou.... through UN ot aondbags, grovel, boards
or other approved methods.
6. Maintenance - The entrance shall be maintained in a
condition which will prevent tracking or ftowing ot
aedlment onto public righta-ot-way. Thia may require
periodic top drealng with additional stone ae condltlona
demand and repair and/or cfeanout ot any measurea used to
trap aedlment. All sediment, spilled, dropped. washed or
tracked onto public rights-at-way must be removed
immediate! y.

STABILIZED CONSTRUCTION ENTRANCE (D-5)
NOT TO SCALE

CIn"r'IIUr.! SCHmUt..E

SI'R[AD 4" TOP-. 0\ItR WM TO I[ SEEIlEIl _ ESTAllUSH UNIRlRll
- PIlIOlI TO smlINC. -'Y UIIE AHIl mlLJZDI AND llORI< INTO
SE!D lIED. 0IS1IIIIU1I !lEIIl ~0RIlL Y AHIl COlD UGHlL Y.
API'I.Y WAIl SlRAW lIUI.Ql 0\ItR SEEIlEIl _A AND ANCHOR SECURELY
\liTH .-r ILAIlIE DISC II FlAT AREAS AND \liTH _T TAct(
_ SlOPES EXCUD 4Il.

IIA 1ERIAL

UIIE
20lI SUPEIlPI<OSPHA 1[
FlR1lJZEIl(1O-lo-10)

-.. - .lILY
I'ESCU[, KY-J1
~A (HUWD)

JANUARY - IIA110t
I'ESCU[, KY-31
IIERIIUOA (UNHUU.ED)
R\'E(_)

APl'UCATION RATE

2 TONS/ACAE
110O POuNos/AalE
1000 POUNOS/ACAE

eo POUNOS/ACAE
10 POUNOS/AalE

eo POUNOS/ACN:
20 POUNOS/ACIl[
25 POUNOS/ACN:

5EP~ - NO_
FESCUE. KY-Jl eo POUNOS/ACIl[

IIULCH 2 TONSI ACll[

ASPHALT TAct( JOe) QALLONS/ACAE

NOlE: OWNER IIA Y VAAY SEEDING TO CONF~ TO I.ANIlSCAPlNG ll[~T5.

SEEOIIEIl PREPARATION NOTES:

SURf ACI: WA 1EIl CCIlTllOL IlEASJllES TO I[ INSTAlUD ACCORIllNG TO PlAN.
AREAS TO I[ SEEIlEIl SHALL I[ _ AHIl SI'R[AD lII1H AVM>>U
TCPSllI. yo DEIP. TOTAL SEEOIIEIl PREPARATION DEPTH SHALL I[ 4'-8" DEEP.
LOOSE ROCKS, IIOOTS _ atHER 0IISTIIUC1l0HS SHALL I[ _ F1ICII 1H[
SURFACI: to THAT THEY lI!L1. NOT fllEIlFOl[ \liTH TIt: EST_T _
IIAlN1[NANCI: OF \GETATION. SURFACI: ~ FINAL EEIllIEO _ARATION.
AT FINISH _ -. SHALL I[ MASONA8LY 5IIOOTH _ LWllIlII.
If NO SOlI. lEST IS TAKEN. FIRlIUZEII _ UIIE TO I[ ~ TO SE!OIlG
SI'El:lf1CA 110NS -. II AIlllIT1ClN, I'IlOWl[ 15 ~/1000 s.r. OF SUPEIl
PHOSPHATE.
IF' SOlI. lEST '5 TAKEN, PROYIO[ UIIE AND FDlTlUZEII ACCOROlNG TO SOlI. lEST
AEPOIIT.
UII[ AND FER1IUZER SHALL I[ APPUEO ~ Y AND II.XED \liTH THE SOIL
OUAlNQ SEEOIIEIl __11ON.

REF: D.B.681, P.220
M.B.13, P.l (PORTION OF)
M.B. 36, P. 067, SL. 488

R/W

R/W

3

SLOPE TO
NATURAL GRADE

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TOPSAIL SOUNO
("75' CHANNEL)

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.....Y A.)!l!RcE
D.S.USll. P.035
~ACT 4
/" A.W. KING ESTATE DIVISION
M.B.13, P.l

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CONSTRUCTION
ENTRANCE
210 =- R/W VARIE;S

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795.08' TO EPK IN CENTERUNE
INTERSECTION 1'1/ MECKLENBURG AVE._
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SIS

N.C..:.... HWY.

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TRACT 4 \
M.B.13. P.l

TRACT 3 \ TRACT 2 \
\ M.B.13, P.l \ M.B.13, P.l \
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TRACT 1
M.B.13, P.l

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30' R/W
t
I

LEGEND
EIP - EXISTING IRON PIPE
EIS - EXISTING IRON STAKE
S1S - SET IRON STAKE
CP - COIofPUTED POINT
M.H.W.L. - MEAN HIGH WATER UNE
R/W - RIGHT OF WAY
EPK - EXISTING P.K. NAIL
U.E. - UTIUTY EASEMENT
SF - SILT FENCE

I
18' PAVEMENT
1/4. PER FT. MIN.

1 1/2" 1-2

TRACT DATA:
2.07 ACRES (90,O45.80 SQ.FT.)
AREA LOCATED W1lHIN CAMA LINE - 0.22 ACRES
1.4 ACRES DISTURBED
ZONE - C-2
SElBAa<S: FRONT IS'; SIDE-1'.5';
REAR-3O' FROM lottWL
REAR- 20'
NUWIlER OF LOTS - 12
Aw:RAGE SIZE OF LOT - 0.17 ACRES (7,503.82 SQ.FT.)
LARGEST LOT - LOT 3C PARCEl A (0.22 ACRESja.I03.OI SQ.FT.)
SMAUEST LOT - LOT 10 PARCEl B (0.16 ACRES/6.8t1.21 SQ.FT.)

6.

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NOT TO SCALE

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....-.
HOLLY '0,..
RIDGE "" .. 1&,
a -.
SLOPE SLOPE LENGTH (FT.)
<2% 100 It
2 TO 5% 75 r
5 TO 10% 50
10 TO 20% 25 ~
>20% 15

REL. EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, D.N.R.C.D. 1988.

!!!Ilr
· '1'.'
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a...
_TY II" - NOT TO ICAIJ

NOTE: BURLAP SHALL
NOT BE USED.

WELDED WIRE MESH

MINIMUM 2" x 2' x 48"
WOOOEN POSTS OR OTHER
APPROVED MATERIAL

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DIRECTION OF
RUN OFF FLOW WOODEN POST

EROSION & SILTATION
CONTROL FABRIC

GROUND LINE

24" MIN.
EXTRA DEPTH REQUIRED
FOR NON-STABLE SOILS

SECTION VIEW

NOT TO SCALE

-------,----.,-----.-------c-o-._~~___.___~___

RONAIJ) ~ .. W[,
HElIN A.. AND.
DOllS v. , .. Jont
t_te with rfght of 8UnIMnh1p
D.B.214S, P.2!lI

E1S

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UAJNTnlANCF' PLAN

NOTE: ALL DISTURBED AREAS
TO BE SEEDED PER SPECS. AND
SODED AFTER CONSTRUCTION

1-ALL EROSION AND 'lEDIWENT CONlROl. PRACTICES WILL BE CHECKED
FOR STA8IUTY AND OPERATION FOLUl_G [lJERy RUNOFF-
PRODUCING RAINfALL 8\lT IN NO CASE LESS lHAN ONCE A WEEK.
ANY NEEDED REP~ M.l BE MADE IlAlEOlATELY TO MAINTAIN ALL
PRACTICES AS OESIGNEI).
2-SEOlMENT WILL BE REMOVED FROM lHE SEOIIolENT lRAP AND BlOCK
AND GRAIlEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY
HAS BEEN APPROXlWATELY 50ll FlU.ED. GRAVEL WlIJ. BE CLEANED
OR REPLACED WHEN 1HE SEOIWENT POOL NO LONGER DRAINS

3-SEOlMENT YIIl.L BE REIolOVED FROM IlEHtNO THE SEDIMENT FENCE
'MiEN IT BECQolES ABOUT 0.11 F'T DEEP AT lHE FENCE. lHE
SEOIolENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A

4-ALL SEEDED AREAS M.l BE FER11Uzm, AfqE:LltD AS NECESSARY,
AND lolULCHED A~G TO SPEClACATlONS IN lHE VEGETATIVE
PlAN TO MAINTAIN A 't100ROUS, DENSE VEGETATI\'E COVER.
5-INOIVlDUAL LOT o.lERS WIU. PERPETUALLY MAINTAIN ALL DEVICES (ON
'Jl.fEIR OWlol LOTS) STC.lAWWAl'ER AND ALL VEGETATIVE AREAS TO MINiMlZE
lHE EFFECTS OF EROSION.

~

I, JOHN L PlERa:, CERTIFY lHAT THIS PLAT WAS
DRAWN U~ MY SUPER't1S1ON F'ROM AN ACTUAL SURVEY
MADE UNDER MY SUPER't1S1ON (DEED I'Cl:I'~CES SHOWlol
HEREON); lHAT 1HE BOUNDARIES NOT SURIIEYEO ARE
CLEARLYINDlCATEO; lHAT,'1HE RA'OO OF PRECISION
AS CALCULA 111I IS 1: 10.000+; IIrTNESS MY
ORIGlN~lURE, LICEff8Utlf. NUl.tBEJ! ANO..JAL
lHlS DAY OF ~ . 2O-!!!I"".

JOHN L

SEDIMENTATION c!c EROSION CONTROL
STORMWA TER PLAN
SH(NlIG
WATERS BAY

PREPARED FOR
HOMECO BUILDERS INC,
AP CONSTRUCTION, PIERCE-RIZZO
DEVELOPMENT LLC OWNERS

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TOPSAIL TOWNSHIP. PENDER COUNTY, NC
PREPARED SY
~ I.A
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: DECEMBER 10, 2003
SCALE: 1.... 40' F.B. 560. PG. 40
JOB #238475 FILE NAME: PIERCE BCf&G
REV: 12-16-03
REV: 1-05-04
R~2-26-~

GRAPHIC SCALE

......Y A. PIERCE
P.o. BOX 21'04
SURF' Cill', N.C- 28445

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