SW8050108_Approved Plans_20050125

`4
7.00 ROLL TYPE NEENAH R-3501 -R '- _ _\_
8� GUTTER � DENSITY E
DATA
CURB
FRAME AND GRATE, OR \\\\
APPROVED EQUAL L
TOTA \� TRACT AREA = 896,750.06 SF (20.5865 AG)
\ N/F
+ 4" CONCRETE-1 \l } - \ :` JEFFERY SH INCGLETON STREAM = CLASS SA
'`'\� ,{ � g } RECEIVING S E M
��. --� E T U X ABBEY �
SECTION - g \�\ \ 730608885434 {UPSTREAM FROM f2 MILE TO SA ?
\\ DB 939 PG '109
�.�a ` DRAINAGE AREA = 896, 750.06 SF
ALLOWABLE IMPERVIOUS (30%) = 269, 025. 01 SF -- -
v3 � -
\ STREETS - 99,406 SF
CL FE '-'
\\ SIDEWALKS 23,360 SF
I
T > � � t � , ,�-\ �\� \ N/F LOT BUA _
CONCRE
FL ME , c \ ('� o` �! ` \ WILL I ".�11 s. PO POTTER
1 8 29aQ SF/LOT 23, 200 SF
3 MIN \ \ \ � \ (\ 730608B85356 9-21 @ 3250 SF/LOT = 42,250 SF
y v.v \ ti �\� �� v�\, DB 917 PG 679 22-48 @ 2900 SF/LOT _ 78,300 SF
w E \�\\\ \f \: TOTAL LOT BUA - 143,750 SF
E i u E \\� ~\ _
►;;\\\'� / \ �\\ '� \\ \ MISC. PARK/OPEN SPACE BUA - 2,504 SF
\ . \ �� TOTAL IMPERVIOUS - 269 016 SF
\ \ \\ f f
\ \\J\�` ti � \. ` , \mot% f �\ \\ \\ � � �� )
6
SEE PLAN FOR RCP _
ACTUAL % IMPERVIOUS E R V I S - 2 9 , 9 9 %
PIPE DIAMETERS
UA OU 9
OG',J°O O O��O tOQ�flCfl � \C7o�) ��G
°��°�r V O �I /
\ 1. \ /
FLUME CL FE INV. EL. / V RICl ARD T SMII
j ;;\\ � EIUX VALERiA
y730608886208
t I1.44 14.56 � T5 DETAIL ,`' `` \ f \, .�� v.��y \ `� �
\ 0V 0 \00 l f\ ! �/ DB 971 PC 20
��\ 0\ TOP OF RIPRAP
o FLUSH WITH THE SCALE' NOT TO SCALE 0 �3 \ €EcF DF FLUME �/(21) \ V\\ y
\V o� \ ao yo
o �o°off °oC� N/F
CLASS A RIP RAP *
\ 00\ 1.51' \ / \ A \ 1, �v TIMOTHY J MCLEOD
\ APRON LENGTH = 5.0 FT / � }
j� �0\ 0 APRON WIDTH = 6.0 FT fi / \ ETUX J ANA M
�0 \ �� - FT /i,' \\ E �/ \ \'' \ / 73060888623
\ r �� THICKNESS = 1.0 \ ,� /
t,\o�\ C� \ \o MOTE : TOP OF R I PRAP may: �� v� \ � �� \ �;Y' � �� y � � � \} C� B 9 5 0 P G 1 4 3
0 o c /� ,� 1
(� / AT THE INVERT INDICATED
Qt\
\ fi no,,\, nur�l
ff /svvvv y
2
CONCRETE FLUME DETAIL 73060 886ANN1 PHELAN
/\ f \�..`\\-,'• ,/ 1 `� \t �'> \ `� (306G888c1 6Q
SCALE: NOT TO SCALE //�`� \\ \\ _ f/ DB 1026 PG 229
DA1 \ \
100' MIN. SWALE .2 '/, \� \
/ SEE DETAIL THIS s ET vv 39 ,
P� INV 7.52 f / + 110625.9 CFS \\
a-1.79 s yvv v V
� i 1 / E /. � aw yv� � v �� � r�, i � I i ,r` �fu � i ,°, R'
%/f CB 2 1i 45 �`` ` `y4 AyBE
\ i OD 1126 ' J 5 \\�a. \ r \6� E AL 888_ 008
> �` / /.79HOOD 11.61 \ \ \� a
SEED PER SEEDING f ' 11.88` IN C vyy 3 \ A \�vd
t, �-� �`
SCHEDULE \ , v\:\o'�`/ .! INV.8.11 \\-
�cr �! / \\\ \` •':•: ;••. - � j. �Y � 22LF 2 P
`, \\ \ MUCK & FILL \\
1�w1 � f �.� � . 4 RC' � 0a31 ,\\ .. \ \'
r'3 \ \ . \ \\� EXISTING DITCH ,TYP.
o \ -
Q� HOCtD 11.6 \�� \\ \ N ? r
/ �\
60 LF -DUAL \ ,
/�/ // 4LF -DUAL vvv 24° RCP 0.3X '� ��v ,r
3 'P @ 0.3% vv v 4 2 y \
�% f v vy ,' DUAL CB 1% vvv v
fi /. 22LF AL vv Q?v v\ + 11. 07' �v
HOOD 1I.26 v �
v� vv y�
11. ss' 24° RCP INV 7.80
SWALE SEAT I -y° f � - v,v,� 1���0 v v43
� / r
\\ \ \
38
SCALE: NOT TO SCALE `.,
/ ' v� vv v� v� '
LEGEND
ACRES
11 .36` o vv4A �� �� / f0
/ / \\\ \ 8 �� q \\ ��� BO BLOW OFF
6
\\ \, BUA BUILT UPON AREA,
,ti � CB
CATCH BASIN
/ \\\ \\ ' �• 37\\� \\\\\ \\ �t� ti� r CL CENTERLINE _
f,/ vy vy V v FE v yv v w v -
fi \vv�_ y 2.41 \ �v `->� DA DRAINAGE AREA
11. SEED 33
PER SEEDING �f f vvv v �. .,� r
SCHEDULE f i�� �V\; l yv / .�\�\\ , e78� \tv r DB DEED BOOK
�/ / �� J� �,i1.an' , . AAA v ��� ; r� �r
46
v` v� , . , � % � E � EXISTING
10•1 10a1 j + 1 �. s v \ y : _• '* ,' tom. � ,��� , '�,w , \ V ,� j /r r FE FINISHED ELEVATION
40
V '
I-N INVERT
_
36
y. ,.. �: r � r r r LINEAR FEET
l r
r
MAP BDOK
:w \y� a o,2 r rr M88 MINIMUM BUILDING LINE
,
f v�. �� �..vy�1fl.��' �� r
�\ r r r r MIN MINIMUM
SOD THE FIRST 300OF SALE1
FROM DISCHARGE DISCHARGE POINT.
9 / 8/ � NOW OF FORMERLY
/I
TE
N/F
I PAGE
,
o /f / MUCK FILL
SALE SECTION B-- I � / / PL
r E1 C3ITCHES,TYf'• � �\,�' ` .� PROPERTY LINE
4 •
.. rrr i rr
v PP POWER POLE
FE • ; , / v4
SCALE: NOT TO SCALE'' q �� . r / v g��� /; ,,;r`ri r� r
,
35
`�� f y i�
12.13 � `� i,._ �': ' / ,; • � ./ � .-vv \ l // r / Ft RADIUS
,
,
DUAL 40 J .,_ i�' 31. , `, , v y'�rx,.� / r r r
.:-.,v, r , RCP REINFORCED CONCRETE PIPE
# ...� -,•y :..�_. CIEJAL 3 ..'>, '`.� ,'S ' l., •.�. / f , / / \�\\ -,.-� z r
36 RCP 0.02f '*,' / ti,_. ,r. / 1;.,- I A 4
HOOD EL 11.85
IV IN r-� / ,' ' ->`�, ', f•�<„r RIGHT OF WAY
�4 a, ,,7 INV 8.50 v, ,, 1 , . i 1Id0 MIN SWALE 6.8f.
RL INV OUT 7,24 4,- I / /
f v '� f<</ SEE DETAIL THIS SHEE-,r �" v /
Q=1L0F CFS FLUME 1 \ v rr
�SF SQUARE FEET
. /
r
l XL I1
f
24L.- _ ;' � .,�, , , -• � -- '` i %` � . � \\ rr CUT SECTION OF CURB
RCP 0f31 / ! f . \ \
C8 4
1i'.8 J25
f , _ \ r f AND CONSTRUCT FLUME
HOOD EL 11.85
. \
I
r
f �
SEED PER SEEDING
IV 8.4 1 rs MUCK & FILL
a. 0f EXISTING DITCHES,TYP.
SCHEDULE F �
,
i
/
F
4s ,.
DUAL
* r ,
INV 8.34
- R\
HIV 7.17 ,, / G6
SOD THE FIRST 00 OF SWALE- i f
FROM DISCHARGE POINT.,, ' MIN E 0. /.
r ;. .. •'.:;..•: ,,•: 100 SAL 2 'i` - 1.
�SEE OE, AIL T S SHEET
/ �
�' E 85
\ �}
r -12.r 7 GF / ` l /
WALE SECTION C-C _ / L_
r °J 1.4 FTIS v f rf \ fro
z /
SCALE: NOT TO SCALE r .
FE
27 0. 5 3
INV 8.0
, q
PL,
PL12
V `� / , • _Nuo" WETLAND'zo:")' EXIST, ONSI.TE.
,
2.00 SEED PER SEEDING \ \ o \�� / I• f-
\�. �z
SCHEDULE � \ \�\ \ / � ��J�J�
\
�j xx \: .
'�•do l�13
`FE �,�o" 1j1'S // \f// 11.12`
�p
F;F.r"'/f3.42
NN
.\\\18\ ' REVISIONS*
THE FIRST 100` OF SCALE �t ~\ .\ •., " �\o '' r�\of f- �� s ,
SOD E \
FROM DISCHARGE POINT. f'
No. BY DATE DESCRIPTION
_ SWALE SECTION --
SCALE: NOT TO SCALE \1
7 \\
A/
\\\1 5 GENERAL GRADING AND STORMWATER MANAGEMENT PLAN
U t- I
V I L LA .A
OLDE BEA OR
PHA S E V
BEAUFORT TOWNSH I'P 9 CARTERET CO-9 NORTH CAROB: I NA
DESIGNED 14z" ti¢ Ff' ,' MERCER BUILDING CO •
\ ��CL I ENT :
RDc
©A "� \L
ADDRESS' QG-B PROFESSIONAL PARK DRIVE
1001MIN SWALE 0.20% \ , d FE ` ' ; ` i \� D R A N
SEE DEVIL THIS SHEET
\ 3� {
=3.07 CFS ,f' `� BEAUFOT NC 28516
v
v=1.30 FT/S
J
GYT
, CHECKED
PH i G
e
ONE 252 � �28-G 3G RDC
rt
TD ENGINEERING, P.A.
AASTROL
APPROVED
RDC
16LF 24•RCP a 1.07. r t 151.A HIGHWAY 24
60 30 © 60 2{3 c8 7' FE MOREHEA CITY, l .C. 855°� ATE
HOOD 11.74 A
'
%9 - •°7
p 0
INV 8.63
t _ a
I � -
#8 rSCALEO
_ F = =. _
SHEETN 2 OF 7
Qf.HOOD 1i.34 / , � � - o .._..� €_�� ._: s--�----- tt
PROJECT : PM 322- 7 { SCALE: 1 = 60INV 8.75 / A /y
d
I
Z 3 2 322
DE

10' MAX. WITH SIRE
6' MAX WITHOUT WIRE
l� 7 _
�12 GAUGE *WITRE- -, - - - -
MINIMUM.x
FILTER FABRIC CONTINUE RIP RAP \ \\\, \\` N/F
GRAVEL UP SIDES OF SPILLWAY ` ��
\ ` \\' JEFFERY S't�I lGLETO�� \\ \ f�\ ' ,
FACE) ETUX ABBEY
TOP OF SWALE \ ,
730608885434
EXCAVATE A TRENCH AS SHOWN,
FLOW LINE DB 939 PG 109
TOP ELEVATION OF STORMWATER
PLACE FILTER FABRIC IN TRENCH, ' �' CLASS B RIP RAP
BACKFILL WITH COMPACTED SOIL q �\ ��
FLOOD STORAGE 1 CEO
IN
S DIMENT STORAGE 4, \�-
iv �wV `��
\
` TRAP LENGTH
\�\
(LENGTH AND WIDTH DIMENSIONS GIVEN ON PLAN VIEW)
�u
\ WILI AM S. POTTER� 730608885356'_ 1
TEMPORARY TDETAIL \ �DB 917 FG 679
SILT FENCE,DETAIL
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
NOTES: NOTES:
f r--
1. USE WIRE A MINIMUM OF 32" IN WIDTH, AND A MINIMUM OF 1. CONSTRUCT TRAPS WITH 2:1 SIDE SLOPES MINIMUM.
6 LINE WIRES WITH 12" STAY SPACING. 2. TRAPS ARE TO BE CLEANED WHEN % SEDIMENT STORAGE ZONE IS :. / ' 2 LJ' \
2. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN FILLED, APPROXIMATELY EVERY MONTH. �`\\\ % Q 1s
ADEQUATELY TO THE WIRES. 3. LENGTH AND WIDTH DIMENSIONS SHOWN ON PLANS ARE AT 2 J / N/F
3. PROVIDE 5 STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE, ELEVATION OF 1, HEIGHT OF SEDIMENT STORAGE ZONE. � j � \ � 7'
I
4"DIAMETER PINE OR 2"DIAMETER OAK. % R I CHARD T. SP�1I TH NOTES:
4. ONCE ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY /
STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. ° \ T E T U X 1� A L E R I A
MAINTENANCE: SMOOTH THE AREA TO 'BLEND WITH THE ADJOINING AREAS AND /` / ` 730608886208
% � 1. GRADING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
1 . INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH STABILIZE PROPERLY • / � � 7 D B 971 PIG 2 0 LAND DISTURBING ACTIVITIES TO ENSURE COMPLIANCE WITH THE
.� \ \ P
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. + / / �� �- � APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
2. SHOULD THE FABRIC COLLAPSE, TEAR, DECOMPOSE OR BECOME 2 \� THE CONTRACTOR SHALL OBTAIN A COPY OF THE PERMIT ISSUED BY
INEFFECTIVE REPLACE IMMEDIATELY. / / i
v1 THE N.C. DIVISION OF LAND RESOURCES -LAND QUALITY SECTION ALONG
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE $ / � � N / F WITH WRITTEN NARRATIVE FROM THE OWNER OR ENGINEER AND BE
STORAGE VOLUME FOR THE. NEXT RAIN EVENT TO REDUCE PRESSURE 1 \ T T N,/,UTHY J MCI EDD THOROUGHLY FAMILIAR WITH THE REQUIREMENTS. THE CONTRACTOR
ON THE FENCE./
4 REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS /j 1. / E U X J A N A M SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER RAIN EVENTS
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. /', \` .,\� STONE CONSTRUCTION 7306;088.861 5. AND REMOVE ACCUMULATED SEDIMENT, REGRADE AND RESEED
ENTRANCE .•. � � �
ERODED AREAS, MAINTAIN RIP RAP ENERGY DISSIPATORS, AND CLEAR
LAND DISTURBANCE LIMITS f / ��� \\ o t� i 1} G B 5 0 PC,5 ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS ASSOCIATED
APPROXIMATELY 18.0 AC
WITH THE PROJECT.
EX. EDGE OF
PAVEMENT !// ��eo� Q i,%F 2. MAXIMUM EXTENT OF LAND DISTURBANCE AREA LIMIT = 1 ACRES
2\,\
���� a d HU! LY ANNE ~ HELAN
SEE S E L j / TEMP. SEDIMENT TRAP #IA �o\w �� J � o / �, r � � , � :; u 3. INSTALL ADDITIONAL SILT FENCING AS NECESSARY IN AREAS GRADED
j LENGTH = 40, �\\ 1 _3 �� / ^3 of l r< v TO PREVENT SEDIMENT ENTERING WETLANDS OR MOVING OFFSITE.
'v b r i %
SEED BED PREPARATION lif O TH 4' ���� l }
LIME------- -- ---- 2 TONS/AC. i ! ,per\\\ \� �� / 4. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY.
�.
o10-10-20-----___--------------- 1,000 LBS. /AC / / 1 1 . 1 ' /� \ \ ,
° -----_-(AFTER! ! 3`�'9 / <�/ \ MERCER. BUILDING COMPANY
a o 0-20-0--------------------- 500 LBS. /AC
GARY MERCER
----- / A v x v`
ASPHALT TACK-------------200 CAE . /TON OF MULCH -
'`��x�y� 123 NINE J DRIVE
o f �3,� BEAUFORT NC 28516
o SEEDING MIXTURE
ooQ� 0000 �o ! v.v vv
LAND DISTURBANCE LIMITS `� w� � � � t
���c(FEBRUARY 1 -APRIL 30 )
! -v s � APPROXIMATELY 18.0 C v �� a � { 252) 728-6636
CRUSH 8: RUN o n --- -- /n �� �`' . .
° ° c���c�4 •� TALL FESCUE--------- -------- 50 LBS. /AC y/ � ,% � `\ � �� �,�-
�` �� ' v, ' . � � -, '�� Ate C `� � Y
(6" CABC }O�oc�� cS� __ //!`:.. E \ �•�>> 5 OBTAINED
PENSACOLA BAH I AGRASS------- 10 LESS , /AC ! ~�� . L 3. ; Iv A U E `�; ANY FILL L L MATERIAL BROUGHT TO THE SITE MUST BE - 115 :, 40•
�. _ _ } , �. 8 FROM A PROPERLY LICENSED AND PERMITTED BORROW SITE.
KOREAN OR KOBE LESPEDEZA (SCARIFIED) 50 LBS./A�. '�`
TL1 Y w .� I
o •- U
�t �
�u !s --I-
(MAY I -AUGUST 31) �/r t }
_-_-----__--_---_• <'t`1. '• ��" \. ' b°`` ` ��� ..� ,
�,r,,•�L�, TALL FESCUE- --- 50 LBS-IAC / ! , .... '<< '.:,, 'del v :� � �v.A�. `•,~
KOREAN OR KOBE LESPEDEZAfSCARIFIEDI-_--50 LBS./AC
\c= ; , U.,, , BROWNTOP MILLET--------------- 25 LBS, /AC _ ..
� ., . � �. EXISTING DITCH :TYP♦
ter. �t (SEPTE ER 1 - JANt3ARY 31) �. N / F
/ f F�� p e \ ref\{,r11 ` r�G i S 0 N
TALL FESCCtE----•._.____--_______�__- F,0 LBS, /AC • ->> ,, ,: \ , - _
/ , �: � . , <, SILT FENCE, � . 1 :-' � a _ ��
.,
4 }� ; �-
�< !! ! III=2 TYPICAL
KOREAN OR KOBE LESPEDEZA (UNSCAR I F I ED)--- 60 LBS. /Aw /i r \ . �\ :5 ) �> 0 £ _
RYE (GRAIN)
25 LBS,fAC � / _ <° �„ �, ice\ \`� �DB 96'G
FOR SLOPES 2:1 OR STEEPER ADD 30 LBS. /AC SER I CEA LESPEDEZA ��' -!/ ! \ ' `~STONE CONSTRUCTION ENTRANCE LANDSCAPING MIXTURE
( JAkUARY 1 - MARCH 31 )f''
_GALE NOT TO SCALE CO N BER�.II)A,;AS (UHULLEI)----- 2C)LI♦ LBS,/AC
(APRIL I - JULt 1/1
•
} a
BRASS(HULLED) 12 LBS /A f \ l`; > >•:\ = j;RY \.r:.AAS
z
, . �
tKs ,
-SE0
n D /i
SEEDING
L
AC ACRES
z.
-
-\\ BO BLOT OFFa 'TEM. SEDIMENT TRH I
BLANKET 25'BUA BUILT UPON AREA
CB CATCH BASIN
$ t: H/7 T MP♦ SEDIMENT TRAP 4 1 \ \ C L
T,PI \ E \ , r CENTERLINE
\ ,
.- � . .,; . �., LENGTH 50'\. \, c � \ /
rr ,�\. v /
• .41 `•,, . WIDTH � 25 �.•_. \\\� ,
. �.ivr, ;,, `�E-,,Y�_�F;D ,, DRAINAGE AREA
\..
.' _. A
� DEPTH 4 , 46. � ; � f , S f ( D B
;\ ,,\ z \� E � 3 =: , 3 ,� ,_ � ` / DEED BOOK
�B 265 E
. 4
;' � ��\ :.; EXISTING
<� 1 . � � • ' ; : � 5 . : � -.. �� . . � sty ,- !� i /
>., °\ •\ FE FINISHED ELEVATION
,
71
_.NN\ \ , \� r / r/ / I# INVERT
/ // r r r LF17>
LINEAR FEET
_ .. + /
MB MA
P BOOK
BLMINIMUM BUILDING
LINE
/14,
/ MIN MINIMUM
32
-A
SWALE SECTION 82
NOW OF FORMERLY
\\ / r/ /r /
SCALE: NOT TO SCALE
1� !
?8
rr ILA �/ /!/! 1.4z r® ` ASS B #P RAP'
PG PAGE
EXIS N I}ITC€ES,TYP..93 ` / ! ! /! NE
, - ..� r LENGTH � /5' / PL PROPERTY LINE
PL / 1� � �~ _ 4!! !� ri/WIDTH /6` // PP POWER POLE
�:'i v r % �,� ��dti� fa :��\ a,�
/ /'%X\. // THICl4SS ! I R RADIUS
� i r r
'r r �- r �-V� i • ? C' /
DUAL F ! \<_ / RCP
� 8L -- ` .��� '` `• _ ` ���o • - '• ,/, �r REINFORCED CONCRETE PIPE
35
SEED PER SEEDING .� f�'
36 RCP � 0.021 ,�.,31
����,\ � / ! . ��y ���.� � � � � �• �.�, / /
f SCHEDULE ! �' ! o �, A r RIVE
INV IN 7.34
RIGHT OF WAY
INV OUT 7.24 � �. � : � ti ! �� r SF
,�.�� .�� ,� '� �` � -� ,' ~� ! �����s� � /r SQUARE FEET
p �r
qq EXCELSIOR
BLANKET �� /0
� // ° r� .�_ ,� c ,tit ��, �• _� ,ti �` . :�`98' �� /
"\ � '���
, 4 9 i
,rI Nik,°�w� t �� 4 ri
25
\� ' MUCK & FILL ti� / !/ %/ ! f i �i / \ 2 0° ` , •j ® \ \
34 \�� EXISTING DITCHES TYP.
FE"I 30
.04
SOD THE FIRST 1 C}0 OF SWALE !, `,�`�
//
FROM DISCHARGE POINT, l�;��/ `��� � � 1 � 21 !/
:
9
SWALE S T /�jj / t fif 17'
/ ! !/ !�
0
SCALE: NOT TO SCALE a,�/ 1z.� ~� \��29
�� � r! i/!/+ 11.17' �ot� f ��z / FE 1>85
/STONE CONSTRU f ON
L /t jg�ENTRANCE
TE }P. SEOI NT TRAP #2 ��
i r/
- FE
LENGTH = tA`! s 149
op
PL e WIDTH - 30 � 1 1 • �4' � r7'
DEPTH = 4` e ! �p� !!�! -4
U. b D 2
10
SEED PER SEEDING EXCELSIOR
� t / / !
i . 0' F w A
1 5
BLANKET � �: / � /
SCHEDULE TEMP. SEDIMENT TRAP 3 �/ \ � r, _ 12
'� \ ./
.4 LENGTH = 50' ".� • A \ ~ 6 .
WIDTH ` 30 a ,� \, •.� � . `�\� � 2 0
1. CLEAR AND GRUB AREAS WITHIN RIGHT OF WAY, DRAINAGE,
AND UTILITY EASEMENTS.
2. INSTALL STONE CONSTRUCTION ENTRANCE.
13. INSTALL SILT FENCING WHERE SPECIFIES} ON PLANS WITHIN
AREA OF CONSTRUCTION.
4. FILL EXISTING DITCHES AS SHOWN, CONSTRUCT DRAINAGE SWALES
AND TEMPORARY SEDIMENT TRAPS, WHERE SPECIFIED, INSTALL
EXCELSIOR EROSION CONTROL BLANKET WITHIN ALL SWALES AND NEWLY
CONSTRUCTED DITCHES. SEED CONSTRUCTED DITCHES AND SOD 100'
VEGETATES? SWALES WITHIN 14 DAYS OF LAND DISTURBANCE.
5 ROUGH GRADE AREAS WITHIN RIGHT OF WAY.
6. INSTALL UTILITIES, INCLUDING CATCH BASINS.
7. FINE GRADE STREET AREAS AND SEED AREAS TO REMAIN OUTSIDE
OF PAVED AREA.
8. INSTALL CURB AND GUTTER, DRAINAGE OUTLET FLUMES AND PLACE CABC.
S. PAVE STREET.
10. PERFORM FINAL SEEDING AND MULCHING.
11. REMOVE TEMPORARY SEDIMENT TRAPS WITHIN DRAINAGE AREA
ONCE ALL LOTS WITHIN SAID DRAINAGE AREA HAVE BEEN
DEVELOPED AND DRAINAGE SWALES ARE STABILIZED.
40 WETLANDS EX.�
' DEPTH = 4' \
4(b 19
13 FE 70',-"
SOD THE FIRST 104' OF SWALE .13.00a>40
//!!
FROM DISCHARGE POINT. 2
m!/� Ef3e42
18
SWALE SECTION C-C
1 /
\ \
s}
SCALE. NOT TO SCALE ' \ `o, . �° !% /,! �' �`
�� v ! /! No. BY DATE DESCRIPTION
�7#
LAND DISTURBANCE LIMITS �, / ,' ¢ \�
APPROXIMATELY 18.0 ACPL PL 1 7
� ti � ��` �
100
2.00
SEED PER SEEDING , k �. EROSION CONTROL PLAN
SCHEDULE %�;a•S4' LAND DISTURBANCE LIMITS '
STONE CONSTRUCTION /;" i 40 SILT FENCE, APPROXIMATELY 18.0 AC
� ,o ENTRANCE f �- ,'/ , TYPICAL ��
.
_"'E_AUff'_0RT VILLAU"'E
OLDE rb
,
PHA`%E V
BEAUFORT TOWNSHIP, CARTERET CO NORTH CAROL I NA
SOD HE FIRST 100 OF SWALE
FROM DISCHARGE POINT.%,� � ,��..� ,., f DESIGNED
s1
1; �z`� , -- �! �} CL I ENT ® MERCER BUILDING CO. '
�RDC
ALE SEAT - �� L . �E - � �; /�' ADDRESS : 1 QG-B PROM= ESS I OVAL PARK DRIVE
�t DRAWN:
SCALE: NOT TO SCALE /-
� BEAUFORT, NC 28516 GYT
CHECKED
PHONEO (252 i 72 -GC3G F DC
,j .. I,,
=
f
'STEERING, P.A.
1511'z' AASTROWD ENG11
RDC-
60 30 0 GD 120 � FE j ss" e,_ {� EAD `' . ;. 28557 DATE
s ti
1- 6 � �a: � '7 -$7 '7I
y v 3.
r ('�
' D �` 5
' ---
{{..HEFT NO® 3 OF 7 _ _
e 1 rim 60 `
e - SCALE.,
PROJECT , PM 322 17
1
-R-ONALD D. CULLI HER ,
DESIG FIL 16 (I8 5
Ee 32 322