SW8050513_Approved Plans_20120611

PAGE 549 /
00,
0000,
\� 24' X 56'
TEMPORARY /
SALES TRAILER, s o
`v & PARKING �; , ,
z 2
01
s
O /
GENERAL N OTES
1. ` ALL DISTANCES ARE GROUND. -HORIZONTAL.
2. WATER AND SEWER TO BE. SERVED BY BRUNSWICK COUNTY PUBLIC UTILITIES.
3. ELECTRIC, CABLE T.V., AND: TELEPHONE -SERVICE IS TO BE INSTALLED
UNDERGROUND:
4. WATER AND:'SEWER IN THIS PHASE SHALL BE PUBLIC AND CONSTRUCTED -
IN ACCORDANCE WITH BRUNSWICK COUNTY PUBLIC UTILITIES.
a. ALL ROADS IN THIS PHASE ' SHALL. • BE, PUBLIC WHEN ACCEPTED BY THE TOWN OF .
" CAROLINA* SHORES AND CONSTRUCTED IN ACCORDANCE WITH `NCDOT STANDARDS
OR.. GREATER.
6. CONTRACTOR SHALL USE 20' SECTION DUCTILE
IRON PIPE, CENTERED UNDER STORMWATER
CULVERT, WHERE. 18" VERTICAL CLEARANCE CANNOT
BE MET BETWEEN STORMWATER AND DOMESTIC '
WATER.
7. ALL PRESSURE SEWER MAINS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE PROFILE SHOWN UNLESS - APPROVED
BY THE ENGINEER AND SHALL HAVE A MINIMUM OF 3.0'
WiTH�NIETER Z (TYP.) �► \ COVER AS MEASURED FROM FINISHED GRADE AT THE
/ .11 J_____- \\ LOCATION WHERE INSTALLED.
o / t' o�"
8. ALL WATER MAINS AND SEWER MAINS SHALL HAVE
` A MIN OF 3 , 0 COVER AS MEASURED FROM FINISHED
N , UNLESS
• \ GRADE AT THE'LOCATION WHERE INSTALLED
/ \\ FERROUS PIPE MATERIAL IS' SPECIFIED. IF. FERROUS
_- -
c
\�\ MATERIAL IS SPECIFIED, PROPER. BEDDING -SHALL BE
uNlT.7 PROVIDED WHERE SEWER MAINS -ARE SUBJECT TO TRAFFIC
1� \ BEARING LOADS.
j \
,� / Ac t • j`� .�- TtZ3
tom, S'r O `js f
9: AT. THE. CONTRACTORS OPTION, WATER MAIN AND SEWER
MAIN CROSSINGS MAY BE 1INSTALLED WITH EITHER, 18"
\
VERTICAL SEPARATION WHEN `WATER MAINS ARE OVER
SEWER MAINS, OR 10 FEET HORIZONTAL SEPARATION.
V� \\ WHEN THE ABOVE CONDITIONS CANNOT BE `MET, F
\ V _-- C PIPE. IS REQUIRED. THE . FERROUS PIPE MATERIAL FER
ROUS
� SSMH 2 �S' `
4- MAIL BOXES �� '� �� `\\ SHOULD EXTEND 10' EACH SIDE OF THE CROSSING FOR
l`� /i �_��.._N. BOTH THE WATER AND SEWER MAINS.
--80 \\\ HORIZONTAL CONTROL AND POINTS FILE TO _BE PROVIDED
�, A Y THE ENGINEER.
r'8
N.. ��
,,.. 10. WATER MAINS AND SANITARY SEWER FORCE .MAINS SHALL BE
--""`� CONSTRUCTED IN. ACCORDANCE -WITH BRUNSWICK COUNTY PUBLIC UTILITIES.
��,5 ,�`G '� // `•\ �% AT THE CONTRACTOR'S ,OPTION, THE SANITARY SEWER FORCE
�� 1,a,� 2� d� /�/ \ , �// MAIN SHALL BE INSTALLED EITHER, (A) AT A UNIFORM GRADE
_00''"'� _ _ - p• s \ n S fl> . FROM TIE --IN TO. TIE IN, OR (B} AT A UNIFORM DEPTH
Co.�± �y _� - — �� S M 17 � �` v�/ 88. WITH AIR RELEASE VALVES, INSTALLED, AT .HIGH, `POINT LOCATIONS.
Dr '� -�'"""�� �i� `\ �`� b�' 11. CONTRACTOR TO VERIFY CROSSINGS OF WATER AND SEWER MAINS
f
Q9 N / %` �%` �� 2�` s �r 20,,
2 '1j UNDER STORM CROSSINGS AND MAINTAIN CLEARANCE.
As
5 'v
SSMH 9 /� ' 1>1
r
V
F� 's \
tA)
E.
AC) I C �• S ca F
•
40,
5
_ ..,urn kc
toot
/J
I
E 1 ING S.0100RIVIWATER PO
loll
fro
22 10,
41
0 man*
c6,
o / // -�`�� / �i' i' `�♦
ok
/
- _
6 sFo �1V/ 6 UNITS ITS A �`
cn =- ''''' o ors �F� s6o-155
4
T18 S 2u/6 /V�, 0
lo
SMH9
791
11
IT
7I QI
-` + ..-,•,'�- I--a,
� rJ N OFPtOLNEW L4C AND PLHOUSE
NEW B.U.1-6295 S.F. (0,5 ACRES
Oq PA
6 UNITS
/
/ e �
1
•,_ I , '' �.,_ �-.. —_ T'7 � 6 k3w
6 SSMH
,EVE ' ,,� CAROLINA SHORES DEV:. -
Q
I � 1 / SECTION 2
M-_ _ Eo
� � F � '•` 30 UTILITY � Z� UNDiSTURB � O l 1 �. \ /
— -._. _... TY I 4" D NATURAL 1 �� MAP BOOK 15 \ /
EASEMENT 1 v 11 /
QW - _ _ �, ��`_ \ F --____ _ -- ..._ :..,, ..,...._ 2 / PAGE 53
4 ' _ �. 'C AREA �
30 13UFFE
Mq - - - - - cn NOTES:
NO ES•
�F ` ' - - IL
_
� TN � 1 � 3 A 2" WATER S1ERVICE AND 6" SEWER LATERAL SHALL BE INSTALLED FOR. EACH BUILDING.
Shp°25'o�"vy _
S 2- 8" WATERMAI SHALL BE INSI ALLED A DISTANCE OF 5'' FROM EDGE OF'GUTTER.
GUTTER.
I ' I' _ - ` ` - - C/ A 10' WIDE MAINTENANCE AqD. METER SERVICE EASEMENT, ADJACENT TO GUTTER
'
�Q �•' F N57°11'4.9" ' .� i �%S 2 EACH SIDE '& ROAD, WILL E DEDICATED 'TO BRUNSWICK COUNTY.
5, 34 `� .j- �� E 255.63 Flz
, � �/Ty �,,,� �
��. F�
�, � , . .I
( 1 71E NEW PERFORATED PIPE To ENSnNG R • ,-'��, �.
! 7 i s
18" {AVER MIN. AT 0,5% SLOPE .TO EXfStfN CANIit. t4
1�?
(CONMCTOR TO MW �OCA-M) 1 / I Fri q� 1 i FB,q�, I I
! BY:
01
S i
o ! 6
l7— Aft a
1
S
_ CA
�SIQ
SEAL = 243 North Front Street
22574 = Wilmington, North Carolina 28401
..
Phone: [phone] ,Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
DATE:
28 MARCH 05
MCE PROD. #
01096-0033
DRAWN
WJC
DESIGNED
WJC
CHECKED
TGC
PROJ. MGR.
RLC
SCALE
M&C FlLE NUMBER
CU--101
HORIZONTAL:
DRAWING NUMBER
1 $1 60'
VERTICAL:,
C4
NA
STATUS: REMSION
F
Final Construction Plans

PNCGSMON
GLENN
N 66079.113
E 2130059.765
CF 1.000139656
o �
AP)
4
NCGS MON JJ
WILSON
N 64281.620
%E 2129184.475
N CIF 1.000141554 PAUL J. LONG
371OF CAROLINA SHORES
/417 TOWN
BRUNSWICK
1327/11-9
AFX* HEALTHCARE i MAP BK. 21 PAGE 391
40 INV 34.54
PROPERTIES INV 34.84
1382/375 "NG
I ZnREBAR EM*nNG
R/W MAP BK. 22 Z16-E . . .... . IRON ROD
R/W PROPERTY
u
PAGE549 F1/2- P
IRO" 'j
,
ROD ! ! J ✓// \\
7-48'31* F 359.65
o"
- - - - - - - - - - - - - - - -
M H
26
INV 3 .18 lo,
F1 $p
N 4. CM
38
29.26 ACRES INV 3 .44
(INCLUSIVE OF WETLANDS AREA) 48
z I Q
CIO
01<T9 SSMH
4 If I --A I I
INV 34. 4
/2 AR 52
U N A B L TO
1-34 VERT INV 35.46
ck�
- - - - - - - - - - - - I I m
CP . �f ,-1
L38 6.42
-0 '9 p 1CAROLINA SHORES DEV.
Al) 0"CMP 53 SECTION 2
C41
01 MAP BOOK 15
J/ PACE 53
00
co V
0 54
001A
-z- p
r
4 -0v
j
NO
INV /.44 7SIOJ/ 28
I WETL E S EA %25' UTILITY
40.31 29*ACRES EASEMENT
26
I �,O. 57 (INCLUSIVE OF WETLANDS AREA) I A
ISTING C R L ,ORS,,
18"MP H ME ON E TY ASSOCIATES, lot/ 27
T TR A C'� /471
IN 40.22 0 P 4-0 .01 VrREBAR
Ole
.0
30
CQ�-s
40,
OAIU -A 0 11, Q 26
0 '50'A
0
R MONO'.J E.1/2-REBAR 25 INI-11%
AL W11H '0001 4 'o,
REBAR LP lo-l-lim
aOX S 30*54'30" E
35.58
41 .0o Ile EXMW4
SSMH( .4e 000410. VONU.
INV 34.31 -7
DUMPSTER CID 24
PAD EB
ti
CO(
D I INV 34.9p
CALABASH PARTNERS LLC F-1/2
1274 i CAROLINA SHORES DEV.
/634
S 59o25'00 W SECTION 3-C REV.
MAP BK.19 75.02 E.1/2*MAR 25 UTa,14D�11`11 18
ET MAP BOOK 15
QQ PACE 113 PAGE 54
DI
INV 35.95 17.
20'x37.5' DRAINAGE 59*24'09* E
EASEMENT LP 75.10
DB 1358, PG 705 u .82 16
18"RCP
CALABASH PARTNERS LLC SSM 15
NTH 1349/727
)�qC MAP BK.22 14
.
PAGE 173 Et
10,
13
12
LINE TABLE
LINE
DIRECTION
LENGTH
Ll
N 70*01'01 " W
35-23
L2
N 84*38'35" W
49.16
L3
S 35*20'57" W
20.50
L4
S 35*59'21" E
26.55
L5
S 72@08'32" E
23.54
L61
S 26-56'22" E
17.79
L7
S 54'00'32" W
15.13
L8
N 77*20'53" W
17.17
L9
N 63015'30" W
10.16
L10
N 75*36'580 W
45.57
Ll 1
N 51 *21'36" W
63-26
L12
S 75*30'49" W
23.47
L13
S 81 '59240 W
53.32
L14
N 80*22'43" W
53.25
L15
N 63'14'45" W
40.67
L16
N 29*01'02" W
32.72
L17
N 60*37'59" W
34.03
L18
N 28*01'28" W
35.12
L19
N 58*43'56* W
21.98
L20
N 15*11'59" E
17-20
L21
N 09*53'10'* W
31.34
L22
N 26*05'57* W
20-34
L23
N 50020'53" W
35.81
L24
N 45*36'27" W
38.68
L25
S 74*45'19" W
24.15
L26
S 14*39'03" W
49.97
L27
S 31 *2627" E
16.68
L28
S 13"10'59" W
39.90
L29
S 74*45'17" W
30.35
L30
N 39'12`44" W
32.40
L31
N 34*04'08" W
39.86
L32
N 66'07'27" W
36.22
1-3 3
N 55*02'45" W
35.83
L34
N 76*48'19" W
39.47
L35
N 69*10'59" W
44.74
L36
N 71 *33'31 " W
57-28
L371
N 87-57"17" W
54.63
LINE TABLE
LINE
DIRECTION
LENGTH
L38.
N 86*17'52 n W
53.12
L39
N 48*3857" W
56.28
1-401
N-- 48*38*57" W
11.71
L411
N- 76*16'09" W
24.56
L42
S 88*34'47" W
39.54
L 43
N 33*05'42" E
16.56
1-44
N 28'26'57" E
37.13
L451
N 38*45'29" E
62.76
L461
N - 44-324,9" E
34.80
L47
N 19054'24" E
70.43
L48
N 32*33'17" E
42.56
L49
N 49'18,31" E
34.54
L501
N 65*3726" E
50.35
L51
-S 09*4823" E
53.66
L52
S 41-38-13- E
27.72
L53
-S 42*05'35" E
42.25
L54
S 53*11'14" E
36.20
L55
S - 8315'16" E
19.67
L56
---S 80"08'01" E
15.271
L571
S 80*08'01" E
40.00
L58
S 69*0939" g
41.69
L59
S 56*03'22" E
31.93
L60
S 84*40'19" E
59.77
L611
47*44'21" E
75.46
L62
S 76*40'04" E
23.29
L63
S 65#35'12" E
49.43
L64
--S 58036'50" E
43.26
L65
S 74*05'56" E
44.35
L66
S 47*3221" E
59.53
L67
S 41 *59 1 29- E
81.37
L68
S 55 6*28" E
44.82
L69.
S 74*14'38" E
46.55
L70
S 52*09'04" E
23.06
L71
S 87*3953" E
81-24
L72
S 89*14#45" E
38.80
L73
N 82*48'16" E
33.67
L741
S 82-3542" E
23.83
8 V-1
05 f>
04
- - - - - - - - - -
i
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fox: [phone]
AA0002667 EB0006691
www.mckimcreed.com
OWNER DEVELOPER
CENTEX HOMES, MYRTLE BEACH DIVISION
2M CORIDORATE CENTRE DRIVE, SUITE 200
MYRTLE BEACH, SOUTH CAROLINA
(843039-2200
[phone] (fax)
L
BEACON TQWNES
AT
CAROLINA SHORES
EXISTING SITE CONDITIONS
J
DATE:
28 MARCH 05
MICE PROLL.-
407 - Tr-0-091
DRAWN
KFD
DESIGNED
KFD
CHECKED
TGC
PROD. MGR.
RLC
111%
SCALE
M&C nil NUMBER
HORIZONTAL:
DRAWING NUMBER
in= 100,
VERTICAL:
C1
NA
STATUS: REVISION
Not For Construction

55
50
45
.•
35
30
25
N
N
to (p
O N
L0 O Z
o�
~ 55
+ +
J
��
-j � HIGHPOINT El. F 4..1
¢
�
ac .
_
M
� oo HLOH__ DINT 5TA = 18+6 .56
©
z
;.. _. ......_ . ..._ __ .. _ _._...._..... _ _ ._ _..........
N
- .......
- ........__....._
..._......._
....__ - .... ._...__.___ .._a�.QQ....._._ ............._...._.. _ __.._._...
r. 00 o6
.. -
o ao
Ln r, N O .. P..) ..STA - 19 22.58 rn
.
z ,.. _.
co -- - _.. _. r-
©
f.r ......
_....... _. _..
_-......._
LOW
_ _.
POINT
_ _ ....._
LEV
_. _ _....�,� _ ..... _... _ .... _...
41.4 ©
o
N . .. __ - .._ ... - P. .. — N
L_ ,,� + VI E E V 4 3.5 . �.oo
+ �t � r�
_. .
... _..-._..........
_.................._
............_............_...
_. _... _
.:............
_... _..
d' cr �
+
�-:
w
+ r :
►'�.-
r-
�_ .,.._._.
L
._....__. I--
W PO
_...... _..-
N T S T
, 1"......
-- 1
-
-
+ 61.
._.... _ ....._
0
..I ..:... .......
+
. ...... u'a
.-
-- �"
+_.
(b
•--.. _ _ .....
mot'
_ _
+ w --
I- N �--
f
�
�
¢
00
. �..-.
..
. -.-_. K._ _..._.
_
30.2
N Cq z
+�---�
D a�
rM
O 00
co
_........: .................._...
_.........:._..............
cn
_..._._: _...
-
�?
'
�•• '
...........
P
I E LE
_ _...._.......
41.0
.
��-
z z.
V
w ..
I-- ._
t�
�`
m
z
°-q-
• • N
w
-- ...........
_
......
Z
z
6i
> o
+ oa
o ...............
_. __..
........
........ __..
_....
-
--cn ......._
......_.........__................_
......--. ---............._.......__..D........
K —
_......1,4_
62.38
....._ ........._
w ...
_ ,
_a..__�..
.--.a__�
M
_
En
cn
I--
(n rr z
Z
R.
.�
3Q0.0
',CVO.....;.
_
. ..........
.....,....
...............
_
M
150.
VC
_
..........__...,.........�.............................
.....
.............
.. ..�.....,
...........
.......,.........
..._ .......�...,,.a_..........�.,..;a...w.....,.,,......µ
..
�-.
1. _ , .
_.
,...,.
....-,...............,..........,...._.._
.�...
_.............. .......
�
�-
oq r�
�--
c.�
........
_
Of __._....._
.......
.__ _...._
...._ ..... _
._.
._. m
._.
a� _
....
m
tl]2,.48L"',.._.,
"RCP.
_
a
5� 7
00.4
7'
15►►RC
.00LF
11 69
.
2 OOL
_.._.
- _.....__�
..-_ .._ ...
_
QQ .40
n
16
Ol F
36
1
►'
P
.
,FRCP
. 45
_.
01
LF0,
2,�
_. _
��
_ACP .
_..
18"R C
7
2
CP
0
.46LF
62.52
F
...
....._...
4 �' .
_
1-0.5i
OLF-
__. _ ......
__ _......
...... ._.
_. __.....
-
_ _..
_ .
_
o�
8
D -- 3
R
"SDR
_
(0
©
N 0p
,
O7 _
u7 ,�:
`_�
35
�►
S SD
--35
-@0
407
t�
'd'
et'
`'-
'�
L0 4)
.-
d
Lo
e-:
'q`
mot' �
00
N
(0
r.:
`�`
u7 N
t..
(�I �t
O
cN
(0
N
• N
N '�
O�
N
N ^-
U�
.- '''�
�°
00
.-- ni
'�
c0
.-9 N
LO
.-
O �
I!)
.• - ®
0 O
d`
r-- ©
� O
d
Ca
�'`� 00
d
- �i
'�
d'
(�
O (0
u? o�
00 N
to
eri
6 ._
o
U) ,�
ca
�j
Q?
(p
�-; +�
,r
en
�r�
e� N
a N
© '�
•
Q r
d•
I t �'
.--
et
r
.-- �"
�-
`t r')
`t
`t
It
'q
�1
`rh
_
N n
"'
N
Nd'
`- O
ad
O
0 r')
r`)
00 t
�tN
d
d
00 r
00
10+
50
11
00
11
50
+ 12+00 12+50 13+00 13+50 14+00 14+50 5+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50
PILQ"�THU'4�USE PLAUAO
50
t5
40
15
50'
low
4 50►
100)
SCALE: 1 „=50' (Horiz.)
50
N
_
N (\
I\ N.
' N
N. .
Q_,
_..._._....
_..... __..+CD--O._.,_.
.
cr
�
45d-
>'
-z
- ---
.._.- _---
40
35
30
25 25
O e.. t t) .,,. d' N et' Cn ^ 00 C� d' N to d O Op d (0 0 n n 0 (0 N rj0 4- O N\ V) d- r 3 mot' -'t r., CON� O) O . 07 ct ui (O tt) �")LO N � (OED (� O O � � r- � N N . N . N _ � _ N p � �t O� C3) .� (D � N � �. C0 �.. �- O < 00 O) N "t 0)
e� �: �- V e. . r: V CD t.: * % . O • N O 1\ CD . LC) t O d d O t V7 d O I� d' Cn
Ch 'q- rh 't- �' '(i` �• 't• � Nt v v `NV- � Ct fit• �t N O) ,,= r- C)3 O� O C� O 00 0 00 © O Cj O O O O O p O O p (3) O p p N N r L0 p p O N c o
N 'd- N �!' N r .- 10- r- �- N N N N N N N N r`i 1 ct' �l rl' d' �-' %-' Cj• N N
d. d 'cf d• d- d, d. Ct' d. d d' d' d- d- d• act d' d' d' d d- c} d' d �- r - �1' cf' N N
20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 ��-a-on ��-4-r%0 -4�t-Lnn 'A C,.
SEAL
REVISIONS
SEAL
ss
CARO
w 0 w
.00
M
�GrtIN
iaett�JJJJJ
44
14QA
o6;; r%0#,'*jp A f I< Mv1 & CM E D
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
OWNER /' DEVELOPER
CENTEX HOMES, MYRTLE BEACH DIVISION
2050 CORPORATE CENTRE DRIIVE, SUITE 200
MYRTLE BEACH, SOUTH CAROL INA
(843)839--2200
[phone] (fax)
00
BEAC' rowNEs
AT
CAROLINA SHORES
UTILITY PROFILES
PILOTHOUSE PLACE
FREEBOARD LANE
SCALE
M&C nL NUMBER
CU -- 701
HORIZONTAL:
DRAWING NUMBER
1 "= 50'
VERTICAL:
C5
STATUS: REViSiON
NOT OT FOR CONSTRUCTION

40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 4/+00 47+ bO 48+00 48+ bU 49+UU 49+ bU bu+uu bU+ bU bi+uu
BULKHCAD BEND
T
C6
0 0 "R
-II GH POINT
ELEV
41.1
rn
1
6-
00
00
1�
- H K ;H
PO I N
T STA
= 51+95.98
CV
r4') fO)
0
+
- 0
r--
oLnzzo
+
PVI r.-;TA
51+95.98
0000
-0
ff) 0
+n.=
0
PVI -..
ELEV
41.4
C14 N
Ul
Ln
C3 f
-
-(00) F-
(0 0j
< M
JLJ
V)
L>L1
1,
3
0.00
L0
Z z
n F-
Z
zzz
300-00'
VC
>
00
J.
---------
P0
---
--- ---
-
0)
-------
fn
-T-
77�
155 LF
15' IRCP
@
0.3%
6C LF
15 R
-0-3.
79.57LF
00
op!
Cqj
OR
0
0
Iq
0
00
N
'1� :s
0
n
Cs
rn
"4: ci
0
Qi
wt
co
7 CO
0
d
't
0 � d
CY) v
M
00
co
0i
ai
0;
00
7
0)rl
Qi
COQin
0 o)
0
T-
T- h-)
T-
1-
0
v
14- v
r4,)
51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50
SEAL)
A)�
Nq
0 40
IN C
CL
J
is M I w3j"W-1
Q4
4to ,j
&
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
OWNER DEVELOPER
CENTEX HOMES, MYRTLE BEACH DMSION
2OW CORPORATE CENTRE DRIVE, SUITE 200
MYRTLE BEACH, SOUTH CAROLINA
[phone]
[phone] (fax)
A
45
40
35
30
25
BEACON TOWNES
AT
CAROLINA SHORES
JTILITY PROFILE!'!:!,
BULKHEAD BEND
F SCALE
Marc FILE NUMBER
QU-7Q2
HORIZONTAL:
D;-A41�" NUMBER1"um';E"�k"
1"= 50'
VERTICAL:
C6
STATUS: REMSION
Not For Construction

50 MIN. GENERAL NOTES
DROP INLET WIRE FABRIC METAL POST
WITH GRATE \1. ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH
#57 WASHED STONE \ BY SECTIONS 1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND
�1 STRUCTURES.
• • • ' • . . • • • • • • • • • • • • • • • • • --� , ,_ _ 2.5' S 3' 2. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING
PIPES USED IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE
o MIN. CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS
aC �- -III- 5' TO THESE PIPES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE
#4 STONE -�' �� �- RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE PIPE(S).
25 OR WIDTH OF -=� �-- = -'==� i -t 1 MIN.
PROPOSED STREET,fillIII----._� -�=� �_�=)-� I (� I I I MIN.
z WHICHEVER IS GREATER ° '' 3. EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS
GATHER -=� I I --III- =I �- T
v> • • . • • • I 2' SHALL NOT BE USED AS FILL AND SHALL BE DISPOSED OF OUTSIDE THE
x ... .. EXCESSBuried Wire Fabric I I (= D
PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE. CONTRACTOR IS
W.. . . .. .. .. .... .. . „c.r- :. ! '
• • • ' • ' • • ' ' • • ' • ' . ' ' • • ' ' • • • • AT CORNERS Cj RESPONSIBLE FOR PERMITTING AND FEES FOR DISPOSAL.
r~ CJ 4. ALL PIPE BEDDING SHALL BE C A " UNLESS OTHERWISE DIRECTED
50' MIN. �? �-r• r-•..._..-
PLAN BY THE ENGINEER.
.�,= SS C
CONSTRUCTION SPECIFICATIONS 5. ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED
REGARDLESS OF DEPTH. BURIAL OF ORGANIC MATERIAL WITHIN THE
PROJECT LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED TREES
LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE AND STUMPS !S NOT PERMITTED. CHIPPED MATERIALS MUST BE REMOVED
` R(0 ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL WIRE MESH WITH 1/2-INCH OPENING OVER ALL
PRIOR TO THE PLACEMENT OF EMBANKMENT OR TOPSOIL.
SECTION DRAINAGE. F � � E ER
DR GE. THE FOUNDATION SHOULD BE EXCAVATED BLOCK OPENING TO HOLD GRAVEL IN PLACE. 6. ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS IV UNLESS
CONS T T' ENTRANCEON AT LEAST 2 INCH BELOW THE CREST OF THE STORM OTHERWISE NOTED ON THE PLANS.
NOT TO SCALE DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST 3. USE CLEAN GRAVEL,3/4- TO 1/2-INCH IN 7. THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF -SITE
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT DIAMETER, PLACED 2 INCHES BELOW THE TOP SPOIL AREAS FOR DISPOSAL OF EXCESS AND/OR UNSUITABLE MATERIALS
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND AS NECESSARY. OFF -SITE SPOIL AREAS MUST BE SUBMITTED TO THE
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED ENGINEER FOR REVIEW AND APPROVAL BY APPLICABLE REGULATORY
AGENCIES AND PRIOR TO UTILIZATION BY THE CONTRACTOR. NO AREAS
ROWS BY PLACING 2x4 WOOD STUDS THROUGH STONE IS RECOMMENDED DESIGNATED AS WETLANDS WILL BE PERMITTED FOR USE AS A .DISPOSAL
BLOCK OPENINGS. SITE. THE CONTRACTOR' SHALL SUBMIT DOCUMENTATION TO THE
ENGINEER THAT NO WETLANDS WILL BE IMPACTED. THE ENGINEER WILL
NOT CONSIDER ANY DELAYS OR MONETARY CLAIMS OF ANY NATURE
RESULTING FROM THE CONTRACTOR'S FAILURE OR DIFFICULTY IN FINDING
SOD SIDE SLOPE AND BOTTOM INLET PROTECTION
NECESSARY DISPOSAL SITES TO MEET THE TIME FRAMES AND CAPACITIES
REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANS,
USE STAPLES TO FIRMLY FASTEN NOT TO SCALE PERMITS, EROSION AND SEDIMENT CONTROL MEASURES, ETC. REQUIRED
BY E APPROPRIATE REGULATORY AGENCIES FOR UTILIZING OFF --SITE
WIDTH S REQUIRED SPOIL AREAS. THE CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT
ALL REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO UTILIZING THE
OFF -SITE SPOIL AREAS. ALL COSTS FOR PROCURING AND UTILIZING ' THE
OFF -SITE SPOIL AREAS' ARE TO BE INCIDENTAL TO THE BASE BID,
8. ALL DITCHES SHOWN ON THE PLANS SHALL BE INCLUDED IN THE
E 1ST1.--~'_'""_ 6 1 2" BASE BID.
IS 1 = GRADE , .. __ , «
X VALLEY CURB 9. APPROVED COVERS TO PREVENT MATERIAL FROM LEAVING THE
GKA0E I %=, 2 �/ /�i TRUCKS MUST BE INSTALLED OVER ALL LOADED TRUCKS HAULING
001:�
�-� ��--,.... � ���i TOP LENGTH 5 MIN.
r I 1 1 1 �� 1 g' Q �� BORROW. EXCAVATED MATERIAL AND/OR FINE AGGREGATES TO OR FROM
°' m-1 " i -2 •A . • • . • •• THE PROJECT SITES OVER STATE MAINTAINED ROADS. THE TRUCKS'
5. 5
• 1 i� RADIUS a. 4
• • •.,' °, a ' ' SHALL BE FULLY COVERED TO PREVENT MATERIAL FROM LEAVING THE
o , : °4 ... • : TRUCK DURING HAULING. ANY MATERIALS DELIVERED, TRANSPORTED OR
p a' REMOVED IN UNCOVERED TRUCKS WILL BE INCORPORATED INTO ,THE
,..,,.ry. r'. 5 MAX. , . •'•� ,• ?`�" �` �'1"x�';�` '�".' � � 4 . .�.
?�XL�q.; ; x • .
1800 CU FT/ ACRE i . ,Y. , ' :., . �' E SITE WITH NO ADDITIONAL PAYMENT
�;. •.:. ;.... s .n, ti ,, . rk, PROJECT OR REMOVED FROM TH
T E CONTRACTOR FOR FURNISHING, REMOVING, OR PLACING THE
SWALE SECTION
0 THE CO TR OR
MATERIALS INVOLVED.
A STONE
,
6 MIN. '
2 -O VALLEY GUTTER
NOT TO SCALE II�II ___ _
r' 10. FIRE HYDRANTS SHALL BE PLACED A MINIMUM `DISTANCE OF 6 FEET
j FROM BACK OF CURB AND SHALL HAVE A CLEAR SPACE OF 3 FEET
FILTER FABRIC i ! ; I, ' i+'� 1 i ► ; I I I 1`� f NOT TO SCALE FROM ANY PERMANENT STRUCTURE.
'::, • '`•; I IL .. iI I, } 111 1 I I ,:_:' ; I._.._, ' i I; I
�.,.i�Ii± , I i,f• !i i_ _��I !: COMPACTED SUBGRADE
WIRE FENCE AND CROSS SECTION
11.REFER TO WATER AND SEWER SPECIFICATIONS.
• FILTER FABRIC
{
' 21" MIN. EXTEND TRAILING SECTION OF ROCK AS REQUIRED 12. DO NOT PLACE SIDEWALK OVER WATER MAINS.
POST (4 REQ D.) DESIGN
SETTLED TO TO ACHIEVE STABLE CONDITIONS. 13. DO NOT PLANT TREES OVER WATER MAINS, SEWER MAINS OR WITHIN
4' MINA
LLT _
THEIR EASEMENTS.
-4-
14. DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND
_ PAVEMENT SECTION MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND -
GRAVEL FINISH GRADE •«•-- T PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE EXCAVAT
ION
%� � SUB RAD .5' MAX � �" EMERGENCY NOT TO SCALE
` _ WEIR 2:1 SIDE BY-PASSOR OTHER PARTS OF THE WORK AND KEEP ALL EXCAVATIONS DRY UNTIL
SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED.
_._ _ Still
HGT, - � SLOPE M BELOW SETTLED _ N
- TOP OF DAM 0 WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN
/\ '• STORM DRAIN •' /\ �" � � I i 1:1 SIDE
UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER
/ CATCH BASIN SLOPE M
MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24
NATURAL LETTER FABRIC HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE
•_O/ GROUND 3' MIN• DISPOSED OF IN SUCH A MANNER AS TO PREVENT SILTATION AND.
MIN.'
EROSION TO ADJACENT PROPERTY OR OTHER CONSTRUCTION.
STONE SECTION
ROCK USED FOR OUTLET TO BE AWELL-GRADED. MIXUTRE OF STONE WITH A d-50 SIZE OF
15. DRIVEWAYS ARE NOT TO BE LOCATED OVER WATER METERS, METERS
9 INCHES (CLASS B EROSION CONTROL STONE) AND A MAXIMUM STONE SIZE OF 14-INCHES. WILL NOT BE SET IF WATER METER BOXES, SEWER CLEAN -OUTS, VALVE
BOXES OR OTHER APPURTENANCES ARE DAMAGED OR IMPROPERLY
POSITIONED.
TEMPORARY SEDIMENT
INLET IE"TATIONCONTROL TRAP
NOT TO SCALE NOT TO SCAB CONSTRUCTION SEQUENCE GRADING NOTES
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING ACTIVITY. 1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND GRADING OPERATIONS
VARIES AS DIRECTED BY ENGINEER 10' MAX. 2. HOLD A PRE-CONSTRUCTIOI:: MEETING WITH THE EROSION CONTROL INSPECTOR. 2. CLEAR AREAS TO BE GRADES] OF ALL VEGETATION. PROTECT VEGETATION BEYOND GRADING LIMITS.
TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. #12-1/2 GUAGE
3, INSTALL GRAVEL CONSTRUCTION ENTRANCE, COMMENCE CLEARING AND ROUGH GRADING 3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE
OPERATIONS TO ESTABLISH EROSION CONTROL DEVICES. 4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
Z w 4. ROUGH GRADE ROADWAY AND SITE; INSTALL EROSION CONTROL BLANKET
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER THAN 3:1 SLOPES.
� Q , ..... _.- _ _.. _ DE LOPE
W _ _ - t ;,_. _ ., ,.- ......_ B 5. INSTALL STORM DRAINAGE SYSTEM WITH INLET PROTECTION DEVICES.6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER OCCUR.
t. f I
i ' I 6. CONSTRUCT UNDERGROUND UTILITIES WATER AND SANITARY SEWER). . PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE, ON ASPHALT SURFACE.
^ _.. _. __.,__.._ ...... ._..-,_._._... _._. _.4................. 7. PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
w ( _.._.,..... -. r _ _ .._ _ _...� UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE GRADES ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
Z NOTES: AT p
8. OPERATOR
N .._.. -.._ . �. ........
.. 1 STABILIZED WITH TEMPORARY VEGETATIVE COVER.
-� ,- I F RIPRAP A LENGTH, WIDTH
E __ _-- _ . _ . ,._.._......- _ SEE PLAN FOR CLASS 0 AND L "TH
f AND DEPTH OF APRON. 8. STABILIZE (FERTILIZE. SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL GRADES
ARE ESTABLISHED. EROSION CONTROL NOTES
\ \\D 9. ONCE CONSTRUCTION I5 COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED. REMOVE
/ \\/ \/ \ 2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT BASIN AND 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
BOTTOM STRAND MIN. #10 GUAGE \ / APRON AND AROUND THE END OF THE PIPE OR RESTORE TO ORIGINAL DIMENSIONS. THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. LIMITS OF
CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM CONSTRUCTION � Is.ss ACRES.
SLOPE OF 2:1 AND A HEIGHT NOT LESS: THAN TWO 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL :PLAN IS A
THIRDS THE PIPE DIAMETER OR CULVERT H`-IUHT. SEEDBED PREPARATION
VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
/ \ 3, STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
1. CHISEL COMPACTED AREAS AND SPREAD 1OPS0IL 3 INCHES DEEP OVER ADVERSE SOIL NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY
L WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON
THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF
\ / CONDITIONS. IF AVARABt[:. COMPLETION OF GRADING. STABILIZE
/ \ 3, THERE SHALL BE NO OVERFLOW FROM .THE END OF 2. RIP THE ENTRANCE AREA I'd 6 INCHES DLPTH. AREAS OTHER THAN SLOPES WITHIN 30 WORKING
STEEL OR WOOD POST \ THE APRON TO THE SURFACE OF THE RECEIVING DAYS OR 120 CALENDAR DAYS, WHICHEVER IS SHORTER.
CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED 3' REMOVEALL ABLY 1,0SMOOTH ROCK,
AND UNIFORM. D OTHER 011STRUCTIONS LEAVING SURFACE 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
. SHALL BE UNDERCUT SO THAT THE INVERT OF THE
REPRESENTATIVE OF NCDENR/DLQ..
APRON SHALL BE AT THE SAME GRADE FLUSH WITH 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX MATH
FILTER FABRIC (FLUSH) SOIL (SEE BELOW+). S. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
NOTES: THE SURFACE OF THE RECEIVING .CHANNEL. THE 8. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED TO BY FIELD INSPECTOR, ENGINEER,
B APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE 5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED AND OWNER.
1. WIRE SHALL BE A MINIMUM OF 32" IN C' L DOWNSTREAM END. IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING 7. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 30 DAYS, ALL
WIDTH AND SHALL HAVE A MINIMUM OF 6 FILL SLOP
EQUIPMENT OR CULTIPACK AFTER SEEDING. DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESS WRITTEN APPROVAL
LINE WIRES W/12" STAY SPACING GROUND LINE M N
2. FILTER FABRIC SHALL BE A MINIMUM OF // NATURAL GRADE 4. THE WIDTH OF THE END OF THE APRON SHALL BE
IS GRANTED BY THE E7i0S10N CONTROL OFFICER.
36 IN WIDTH AND SHALL BE FASTENED 6 /\ W EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. S. FOLLOWING EVERY RAINFALL EVENT, CONTRACTOR SHALL INSPECT AND REPAIR, AS
5. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS MATHIN THE NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
ADEQUATELY TO THE WIRE AS DIRECTED MI // // CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5: 1 PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 6OX DAMAGED,
BY THE ENGINEER p � \\/ �
REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES,
3. STEEL POSS SHALL BE 5 0 IN HEIGHT Ln •/ // // // // / 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION EROSION CONTROL MAINTENANCE PLAN
\\ \\,\\ \\ \\ 5, ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO
AFTER PERMANENT COVER IS ESTABLISHED. 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
AND BE OF SELF FASTENER ANGLE � a o \ / //\//ti//\//\// I RIP RAP ! 95% OR GREATER. +' APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS
/ H FERTILIZER - 1000 LBS/ACRE (10-10-10) THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WALL BE MADE IMMEDIATELY TO
STEEL TYPE oR
a o w N \ \\/\\/\\/\\/\\/
4. WOOD POSTS SHALL BE A MINIMUM OF 6' 0n / \\//\\\i 6. THE PLACING OF FILL 'EITHER LOOSE OR COMPACTED SUPERPHOSPHATE - 500 LeS/ACRE (2OX) MAINTAIN ALL PRACTICES AS DESIGNED.
IN HEIGHT AND 3" OR MORE IN DIAMETER o \ \ \\/\\/`\/\\/\\/ IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED. ANCHOR -MULCH - 2TONS/ACREASPHALT EEMULSIONLL GRAIN ATT 450 GALA 2. THE TEMPORARY SEDIMENT TRAPS SHALL BE CLEANED OUT WHEN 1/2 FULL. GRAVEL
WIRE FABRIC SHALL BE FASTENED TO WOODEN - \ �
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
POST WITH NOT LESS THAN #9 WIRE STAPLES \ \
PROPERLY.
1-1 /2° LONG / \
\ �+ 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
NCHOR FILTER FABRIC SKIRT 4 #5 AGGREGATE 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED OR
\\/\\ AS DIRECTED BY THE ENGINEER LAYER OF FILTER FABRIC OF THE APRON WILL BE PERMITTED. REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
NOTE: MINIMUM H=2/3 A_� 4. ALL AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
PIPE DIAMETER
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE
GUIDELINES FOR TEMPORARY SILT FENCE SECTION B-8 v{
COVER.
- � � � 5. GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE
RIPRAP APRON OUTLETS
a VISIBLE OR SEDIMENT 9S DEPOSITED ON THE ASPHALT AND STONE WILL BE PERIODICALLY
NOT TO SCALE
TOP DRESSED WITH 2 INCHES OF jl4 STONE TO MAINTAIN 6 INCH DEPTH.
NOT TO SCALEeo
�=� `�e.
• SEAL SEAL
44l6fi@ @RSp� ",I�..,...«
M
dcC FILE N MB LE U R
DATE. 28 MARCH 05 E
E A C 0 N TOWNE$ Sc/aL�
501
E-,---
-
.t- �_ _:....w
.� e .� MBE PROD. 4079
-001
S0 1 ,®d„ A T HORIZONTAL:
DRAWN WJC DRAWING NUMBER
CENTEX HOMES, MYRTLE BEACH DIVISION NA
CAROLINA SHORES
DESIGNED WJC
0 243 North Front Street 2= CORPORATE CENTRE DRIVE, SUITE 2W CHECKED TGC VERTICAL: C9
b 10 4 Wilmington, North Carolina 28401
w �: P 10 34 --1048 FOX: 910 251-8282 MYRTLE BEACH, SOUTH CAROLINA SI TE, PROJ. MGR. RLC NA
GIN � hone (9 ) 3
��.��.a (843 220o GRADING, DRA A EC�itAA0002667 EB0006691STATUS: REVISION
rC � p��1 p /
��rft��eetta�e� (843}83�-2208 (fax) •
WWW.mckimcreed.com AND EROSION CONTROL DETAILS
Not For REV.NO. DESCRIPTIONS DATE
REVISIONS Construction

i
PON
D�DETAILS
FOREBAY AND STORAGE POND SECTION
3 -- 5'x 5' CONC. COLLARS
24" RCP C76 - CL.iII
INV 35.0 WITH LOCKING 0 RING JOINT
INV. OUT = 33.0
CUT OFF
TRENCH ZOUTLET NON -WOVEN
PROTECTION
CLASS 'A' STONE
6'Lx45Wx9"THK.
►ND OUTLET STRUCTURE SECTION
NOT TO SOALE
TOP 39
OVERFLOW Weir 36.0
1" ORFICE EL 36.0
1" RUNOFF 36.36 3
0 PERM POOL 36.0
CLASS B STONE
POND BOTTOM 31.0
POND OVERFLOW STRUCTURE
Not to Scale
SOD ALL SLOPES ABOVE PERMANENT POOL EL.
6:1 SHELF BELOW PERMANENT POOL
PLANTED WITH SUITABLE WETLAND SPECIES
3 OR VEGETATION.
�1 10'
- PERMANENT POOL KL 36.0
Nil-
. 5' POND
POND SECTION A
SUITABLE PLANTS
NOT TO SCALE ARROIN ARUM
BLUE FLAG IRIS
CANA LILY
PICKEREL WERD
WET DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 6:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24"
O.C. IN A CHECKERBOARD PATTERN.
3 39.0
0L0 gyp.
SECTION
EMERGENCY SPILLWAY
Not to Scats
SEAL
NVMM CUE
2
A A n .,. "A",
243 North Front Street
k6,� g Wilmington. North rnrnlinn 9Rd01
a x�
SEAL{`
41
02
11110
411111
a��ya>ss�ea
r 1NfIQ4&CM I I
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 E80006691"
www.mckimcreed.com
POND ,E DETAILS
2
OVERFLOW STRUCTURE (SEE DETA
TOP EL FORE BAY EL. 40.0
10'
VEGETATIVE SHELF
1 6:1 SLOPE TYP.
AROUND POND
_ .... _SrORAG�..EL . �_-47 I . , _.._ _.;_._� . _: 1" RUNOFF STORAGE EL .. 37.72
FOREBAY POOL EL. NWS 37 PERMANENT POOL EL. NORMAL WATER SURFACE),37.0
1 'i 1 CREST O�LOW FLO R 3
BOTTOM EL. FORE BAY — 34.0 1 Q 1F
%n
INV OF 24" RCP m 33.50 BOTTOM PERMANENT POOL . E
FOREBAY AND STORAGE POND SECTION
TOP OF DAM EL. 40.0
GRADE POND 'TO - TOP RISER 40.0
ELEVATIONS SHOWN
10'
VEG SHELF
S:1 SLOPE TYP
AROUND POND
OZ
ON THE PLANS 3 _ _ - - 5'x 5' CONC. COLLARS
1�
5'x 5' PRECAST BOX 24 RCP C76 -- CL_111
WITH
(SEE RISER SECTION) INV 35.0 LOCKING 0 RING :JOINT
• INV. OUT - 33.0
CUT OFF
TRENCH OUTLET NON -WOVEN
PROTECTION
TOP OF DAM EL = 40.0
SOD ALL SLOPES ABOVE PERMANENT POOL EL.
6.1 SHELF BELOW PERMANENT POOL
PLANTED WITH SUITABLE WETLAND SPECIES
OR VEGETATION.
_ 3 D
10
p PERMANENT POOL EL 37.0 MAC:
t` --
VJ
i --' 5POND
CON TOWNES
AT
POND SECTION A SUITABNOT TO SCALE ARROINL ARUM PLANTS � LI jr\ i /\ SHORES
BLUE FLAG IRIS�Jj�
CANA LILY
PICKEREL WERD _
SCALE
&C FILE NUMBI
E-- 50
HORIZONTAL:
RAWNG NUMBI
f
NA
VERTICAL:
C10
NA
yyET DETENTION POND PLANTING
CONTRACTOR DETAILS REwSION
CONTRACTOR TO INSTALL ON THE 6:1 STATUS:
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING Not For Construction
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24" a
O.C. IN A CHECKERBOARD PATTERN.,
OWNER / DEVELOPER
CENTEX HOMES, MYRTLE BEACH DIVISION
2 W CORPORATE CENTRE DRIVE, SUITE 200
MYRTLE BEACH, SOUTH CAROLINA
($43)839-2200
(M) 39-2208 (fax)
A I
BEAQON TO YY S
AT
CAROLINA SHORES
DATE: 28 MARCH O5
SCALE
MCC FILE NUMBER
Q�-5Q2
DRAWING NUMBER
C10
EE PRj- �4�7 01
HORIZONTAL:
NA
VERTICAL.
NA
DRAWN WJC
DESIGNED wJC
CHECKED TGC
PROJ. MGR. RLC
- t-Iiw ut i HiL,*�