20190575 Ver 1_Maps-Designs-Site Plans_20190501

D.: WINSTON OR. '
W
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GAYLE p / \
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LYOP o
LORA LN n \ C
FR/MRp ; o SITE \�A
VICINITY MAP
SCALE: 1"=400'
LINE LEGEND EROSION CONTROL NOTES:
1. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR 6. NO PERSON MAY INITIATE A LAND -DISTURBING ACTIVITY BEFORE
STRUCTURES SUFFICIENT TO RESTRAIN EROSION FOR ALL NOTIFYING THE DEPARTMENT OF ENVIRONMENTAL QUALITY OF THE
�����������■ PHASE LINE \ EXPOSED SLOPES WITHIN 14 WORKING DAYS OF COMPLETION DATE THAT THE LAND -DISTURBING ACTIVITY WILL BEGIN.
\ ANY PHASE OF GRADING.
LIMITS OF DISTURBANCE \ 80278 \ 7. PLEASE BE ADVISED THAT A RULE TO PROTECT AND MAINTAIN
PARCEL N0.
�II�111�'I�II�II�II�'II�I�II�II� �I� 2. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EXISTING BUFFERS ALONG WATERCOURSES IN THE NEUSE
X SILT FENCE\ G & N MINI \ EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER RIVER BASIN BECAME EFFECTIVE ON JULY 22. 1997. A TEMPORARY
\S T 0 R A G E, LLC \ EACH MAJOR STORM EVENT. FAILURE TO KEEP EROSION RULE TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG
\1/\J/ \1/\[/�� WETLANDS \ CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN WATERCOURSES IN THE TAR RIVER BASIN BECAME EFFECTIVE
PARCEL NO. 44332 \ ZONE AR & GB XISTING MAG NAIL \ s ISSUANCE OF A STOP WORK ORDER OR CIVIL PENALTIES UP TO ON JANUARY 1. 2000. THESE RULES ARE ENFORCED BY THE DIVISION
BRIDGE AND ¢ $500 PER DAY OF VIOLATION. SITES UTILIZING SEDIMENT TRAPS OF WATER QUALITY (DWO). DIRECT ANY QUESTIONS ABOUT
-----------°-----• 500 YEAR FLOOD \ ORK SWAMP CANAL 6; MUST ALSO SPECIFY A MAXMIUM DEPTH OF SEDIMENT PRIOR TO THE APPLICABILITY OF THESE RULES TO YOUR PROJECT TO MR. ROGER
J E A N N E T T E \ \ ^'w CLEAN OUT. THORPE, REGIONAL WATER QUALITY SUPERVISOR. WASHINGTON
J - ------ 100 YEAR FLOOD WORTHINGTON Arn REGIONAL OFFICE. AT [phone].
\ 263°85'49"W
6"PVC SEWER FORCE MAIN
DAVIS TRUST 3. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL
\ .�' `♦ EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS 8. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON
:. ZONE AR \ .� .� �♦ IMPLEMENTATION PROVE TO BE INADEQUATE. YOUR COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY
^ PARCEL NO. 25885 1 \ ,�'� ' ' LAWS. REGULATIONS. AND RULES. IN ADDITION. LOCAL . CITY. AND
\ �• s ♦ 4. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL COUNTY ORDINANCES OR RULES MAY ALSO APPLY TO THIS
[----1 2O CINDY SUE'�♦• ��'��-,%��'� s `'! `♦ APPROPRIATE EROSION CONTROL MEASURES MAY NOT PROCEED LAND -DISTURBING ACTIVITY. APPROVAL BY THE COUNTY DOES NOT
NIS
o'N WORTHINGTON I �,,��� 4 a9 ?o UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND SUPERCEDE ANY OTHER PERMIT OR APPROVAL.
1 i♦ - �� EAS S T I' S v " ♦� APPROVED BY THE COUNTY.
C7" ZONE AR , �pvEp i - Po �� S�v6- ♦ 9. DENUDED SLOPES MUST BE PROVIDED WITH A GROUNDCOVER
�j r+
O U . 1` �I� v�/w , P ; 0 � - ��� o o�,v'o �♦ 5. A PRE -CONSTRUCTION CONFERENCE MUST BE SCHEDULED WITH WITHIN 21-30 CALENDAR DAYS FOLLOWING COMPLETION
Z O / \ 0 i♦� Q�B\LG R-�-� ,v/I F DISTURBINTHE ONACONVROIESNSFORT�NSPEC�RON� CALLI252N946A6�81. OF ANY PLACE OF DEVELOPMENT.
�IA� -
Z / RM/ 60 e°A�•� -� •��� j 24 HOUR NOTICE REQUIRED. 10. RECEIVING WATER COURSE IS NEUSE RIVER BASIN.
/06 NG •
OBENCHMARK
WETLANDS 9
\ 5\NpSC�S� ,✓- m� 10 Sy 11. A PORTION OF THE PROPERTY IS WITHIN A SPECIAL FLOOD
EXISTING IRON AXLE L pSEME -� �Ir-SIG �IL11G � S.
HAZARD AREA AS PER FIRM MAP NO. 3720468400J, PANEL 4684
(CONTROL CORNER) \ E-� i''SiL�11G�-�-SIL-� A�� 4 //�'6 DATED 1/2/2004. 100 YEAR BASE FLOOD ELEV=49.6.
NAVELEDV.856.57 \ '��" :%�� P�r _ �♦�'�' `'66'6-- 12. CONTRACTOR SHALL NOTIFY TOWN OF WINTERVILLE PUBLIC
�Ic�l� rj+ -�,? E- WORKS DEPARTMENT AT(252)215-2427 A MINIMUM OF 48 HOURS
% r " = "1 + 8 F PRIOR TO MAKING CONNECTIONS TO EXISTING STORM DRAIN.
W nei11 PARCEL N0. 25777 '' '��`'' \ • \ s 7 R�,'c1 \i S NORMA HAZEL WORTHINGTON TOMB WATER MAINS, OR SANITARY SEWER MAINS.
co
EIP ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO TOWN OF WINTERVILLE
SEEDING SCHEDULE \ �'� '�'"� KAYW ZONE RR PATRICIA WORTHINGTON COBB 13. MSDD.
ALL ROADWAY AREAS
(MARCH 1 - AUGUST 31)
(SEPTEMBER 1 - FEBRUARY 28)
TALL FESCUE ------------------ 50LBS/AC
TALL FESCUE ------------------ 50LBS/AC
CENTIPEDE -------------------- 10LBS/AC
CENTIPEDE -------------------- 10LBS/AC
BERMUDAGRASS (HULLED) -------- 25LBS/AC
BERMUDAGRASS (HULLED) -------- 35LBS/AC
FERTILIZER 10-20-20 ---------- 50OLBS/AC
FERTILIZER 10-20-20 ---------- 50OLBS/AC
LIMESTONE -------------------- 4000LBS/AC
LIMESTONE -------------------- 4000LBS/AC
STRAW MULCH -(AFTER SEEDING)--4000LBS/AC
STRAW MULCH -(AFTER SEEDING)--4000LBS/AC
ASPHALT TACK -----------------200 GAL/TON OF MULCH
I ASPHALT TACK -----------------200 GAL/TON OF MULCH
ALL WASTE AND BORROW AREAS
(MARCH 1 - AUGUST 31)
(SEPTEMBER 1 - FEBRUARY 28)
TALL FESCUE ------------------ 75LBS/AC
TALL FESCUE ------------------ 75LBS/AC
BERMUDAGRASS (HULLED) -------- 25LBS/AC
BERMUDAGRASS (HULLED) -------- 35LBS/AC
FERTILIZER 10-20-20 ---------- 50OLBS/AC
FERTILIZER 10-20-20 ---------- 50OLBS/AC
LIMESTONE -------------------- 4000LBS/AC
LIMESTONE -------------------- 4000LBS/AC
STRAW MULCH -(AFTER SEEDING)--4000LBS/AC
STRAW MULCH -(AFTER SEEDING)--4000LBS/AC
ASPHALT TACK -----------------200 GAL/TON OF MULCH
ASPHALT TACK -----------------200 GAL/TON OF MULCH
• -'
,.\ \ fi5
7�.
CLASS
FLAGGED \
M
,Ev,
'm1�G�'aRKkAk�aTr�" VN
WET DETENTION BASIN. BACKYARD DRAINAGE COMMON
\ `�"•
P1
TLA DS
\
D.B. 1558. PG. 508
/.. 27 \
AREAS TO BE MAINTAINED BY THEASSOCIATION.
HOMEOWNERS
N24*•
W=48.41
ZONE AR & RR
' \\
'�
\
/ .
/ / ENCROACHMENT REQUIRED.
NPS TO EIA (CONTROL
136'
28 " -- --- --
\ -
--- 73
`
E=46.24
\
♦� \
CORNER)
i
64
7
28'
.� rtN!`,d,.rMrt Md,lyrA�n� .
16. ALL PE GASLINE LOCATIONS MUST BE FIELD VARIFIED.
10' BERM
w1gillillm
ai
wqw{ .g ..yew•...
M 4E;S+A.t':il'f:Y'
24"
234'
EASEMENT
1 W=46.24
.k Sf.+�A'` .drw'.: : 1lAtl}1��f"H't
•5r ..T�'[!"d, .. {h'..xAiGPkST,.�:c'IJ..Fli: Y:ER.'_.T_$ y
7T"S"i'','.'x31R'�„
/ ��L�SiUYSU:''.,q,�, �'
III
15"
28'
,p)?:��L�k�rto'�'�"$3�41IFF e�w�$:t;,•ra ���;3
J �4 M.k'1Ci'
1.1�v _
;,vtaru�q:��g��.t'�_�'yyy d}f,•
�
!j'IGY k. Tk.•v!�^Nr%�VLK!F.
�: cwG "a � ".�,�,'... �.L,•ii E2T� � //�(/
. �A�G. ,1✓�
P6
RCP
III
�
.� ���nY �1 A"R. 14fi'!'�J'i;`a"7r J�1' XfiYeYAAV%iF'fF7F.,'.1
-
if+W''1"5% Y i c^i7�".$A'�".CTT.i�s'R. S � .✓$✓"�✓�
'TM�n��
�� '+fim�rr,�
W=45.51
E=44.75
• \.. �"- .s
RCP
, �.`'' c'�kkR'rY'�' ♦ %
• - � ./�
�%� ' d?�rt.Rt<ma
/ �� �� , P�`AU5,,. Amir �EwL.k�
� �
. � •� �
• -'
,.\ \ fi5
7�.
CLASS
FLAGGED \
LOIS D. WORTHINGTON
�� \ �. '\ � ....7
\ `�"•
P1
TLA DS
\
D.B. 1558. PG. 508
/.. 27 \
72 t••... •
��♦
W=48.41
ZONE AR & RR
' \\
'�
\
III
15"
136'
28 " -- --- --
\ -
--- 73
`
E=46.24
\
♦� \
RCP
i
64
7
28'
0.40%
1
N=46.63
P4
RCP
III
24"
0 75
O 29 \\ LINE ..D.. :s o, v \ �%
D� 30 \\\ \ 59 `\\ 61 76 `.` `♦\.\ ZONE f�R
PIPE CHART
PIPE#
TYPE
CLASS
I SIZE
LENGTHI
SLOPE
INVERTS
P1
RCP
Ili
15"
178'
0.46%
W=48.41
E=47.58
P2
RCP
III
15"
136'
1.0%
W=47.58
E=46.24
P3
RCP
III
15"
28'
0.40%
S=46.75
N=46.63
P4
RCP
III
24"
234'
0.31%
1 W=46.24
E=45.51
P5
RCP
III
15"
28'
0.54%
S=46.91
N=46.75
P6
RCP
III
30"
252'
0.30%
W=45.51
E=44.75
P7
RCP
111
1 30"
164'
0.30%
W=44.75
E=44.34
P8
RCP
Ili
42"
148'
0.61%
W=46.55
E=45.65
P9
RCP
III
42"
32'
1.66%
W=45.65
E=45.46
P10
RCP
III
42"
100'
0.68%
W=45.46
E=44.78
P11
RCP
III
42"
80'
0.72%
W=44.78
E=44.20
P12
RCP
III
18
28
1.01%
S=47.78
N=47.50
P13
RCP
111
18"
148'
1.01%
S=47.50
N=46.04
P14
RCP
III
15"
32'
0.50%
5=54.20
N=54.07
P15
__Fl
RCP
111
15"
164' 1
0.50%
5=54.07
N=53.25
6
RCP
III
15"
242'
1.85%
W=52.75
E=48.25
P17
RCP
III
15"
28'
0.30%
E=54.75
W=54.66
P18
RCP
111
15"
160'
0.35%
E=54.66
W=54.10
P19
RCP
III
18"
76'
0.38%
N=53.81
S=54.10
P20
RCP
III
18"
160'
0.83%
N=52.45
S=53.81
P21
RCP
III
15"
28'
0.63%
E=54.45
W=54.27
P22
RCP
III
18"
160
0.95%
E--54.27
W=52.75
P23
RCP
I11
24"
160'
0.52%
E--52.58
W=52.08
P24
RCP
III
15"
28'
0.30%
E--53.26
W=53.10
P25
RCP
III 1
30"
160'
0.32%
N=52.08
S=51.23
P26
RCP
III
15
28
0.30%
E=52.37
W=52.46
P27
RCP
III 1
30"
208'
0.43%
N=49.85
S=51.23
P28
RCP
III 1
30"
28'
0.52%
N=49.63
S=49.85
P29
RCP
III
30"
192'
0.58%
N=48.01
S=49.63
P30
RCP
Ill
36"
26'
0.30%
N=47.68
S=47.78
P31
RCP
III
36"
160'
1.0%
N=46.09
S=47.68
P82
RCP
I11
36
28'
0.68%
N=45.89
S=46.09
P33
RCP
III
24"
32
0.30%
N=52.36
S=52.45
P34
RCP
III I
24
164'
0.40%
N=51.80
S=52.36
P35
RCP
111
36"
320'
0.35% 1
N=49.82
S=50.93
P36
RCP
111
36"
160'
0.38% 1
N=49.21
S=49.82
P37
RCP
I11
36"
28'
0.43%
N=49.09
S=49.21
P38
RCP
III
36"
176'
0.47%
N=48.32
S=49.09
P39
RCP
I11
15"
28'
0.30%
N=46.52
S=46.66
P40
RCP
111
36"
105'
0.35%
W=45.47
E=45.10
P41
RCP
III 1
36"
62' 1
0.67%
W=45.89
E=45.47
P42
RCP
111 1
42"
172'
0.40%
S=45.10
N=44.41
P43
RCP
III
18"
28'
0.30%
N=55.26
S=55.17
P44
RCP
III
18"
78'
0.76%
W=55.77
E=55.17
P45
RCP
III
18"
236'
0.98%
W=58.03
E=55.77
P94
RC
111
18"
28
0.30%
N=58.12
S=58.03
P47
RCP
111
24"
16
0.49%
N=54.98
S=54.89
P48
RCP
III
15"
28'
0.30%
W=52.84
E=52.92
P49
RCP
III
24"
94'
0.30%
N=52.56
S=52.84
P50
RCP
III
24"
94'
0.30%
N=52.28
S=52.56
P51
RCP
III
24"
84'
0.30%
N=52.03
S=52.28
P52
RCP
111
24"
128'
0.30%
N=51.65
S=52.03
P53
RCP
III
18" 1
28' 1
0.55%
N=51.65
S=51.80
P54
RCP I..
III
30" 1
191' 1
0.30%
N=50.93
S=51.51
PIPE#
TYPE
CLASS
SIZE
LENGTH
SLOPE
INVERTS
P55
RCP
I11
18"
28'
0.30%
S=53.25
N=53.08
P55A
RCP
III
18"
48'
0.30%
S=53.25
N--53.4008
P55B
RCP
111
18"
28'
0.30%
E=53.40
W=53.50
P56
RCP
III
18"
151'
0.58%
S=53.08
N=52.20
P57
RCP
III 1
24"
184'
1 0.30%
W=52.20
E=51.64
P58
RCP
111
24"
158'
1 0.52%
W=51.64
E=50.81
P59
RCP
III
15"
28'
0.30%
S=52.15
N=51.90
P60
RCP
I11
18"
140'
0.40%
S=51.90
N=51.34
P61
RCP
III
30"
151'
0.31%
S=50.81
N=50.34
P62
RCP
III
15"
28'
0.30%
5=52.0
N=52.15
P63
RCP
III
30
-To -8'
0.48%
W--50.34
E=49.82
P64
RCP
III
30
0.487.
W=49.82
E=49.54
P65
RCP
III
30"
140'
0.48%
W=49.54E=48-86
P66
RCP
III
24"
176'
0.30-1
_
P67
RCP
Ill
24"
22'
0.30%
N=51.88
-S=51. 81
P68
RCP
III
24"
32
0.52%
W=51.81
E=51.12
P69
RCP
III
30"
130
0.30%
W=51.12
E=50.73
P70
RCP
111
15"
32'
0.30%
W=57.78
E=57.56
P71
RCP
III
15
122'
1.38%
S=57.56
N=56.04
P72
RCP
I11
15"
76'
1.38%
S=56.04
N=54.80
P73
RCP
III
15"
32'
0.30%
W=55.02
E--54.80
P74
RCP
III
18"
110'
_
_
P75
RCP
III
18"
40'
S=54.08
=
P76
RCP
III
24"
90
0.30%
W=53.02
E=52.75
P76A
RCP
III
15"
191'
0.40%
W=53.59
E=53.02
P766
RCP
III
15
176'
0.40%
N=53.29
S=54.00
P77
RCP
III
24"
82'
0.4776
W=52.75
E=52.36
P78
RCP
I11
24"
76'
0.47%
W=52.36
E=52.00
P79
RCP
III
30"
28
0.30%
E=51.91
W=51.83
P80
RCP
Ili
30"
136'
0.34%
W=51.36
E--51.83
P81
RCP
II1
36"
136'
0.50%
S=50.73
N=50.05
P82
RCP
III
36"
276'
0.55%
S=50.05
N=48.53
P83
RCP
111
15"
28'
0.70%
W=51.60
E=51.80
P83A
RCP
111
15"
132'
0.30%
W=51.90
E--52.29
P836
RCP
!II
15"
32'
0.30%
N=51.80
S=51.90
P84
RCP
111
15"
136'
1.30%
W=49.83
E=51.60
P85 I
RCP
III
48"
206'
0.38*1
S=48.53
N=50.05
P86
RCP
III
15"
28'
0.30%
E=50.75
W--50.66
P87
RCP
111
15"
136'
0.45%
W=50.04
E=50.66
P88
RCP
III
15"
28'
0.30%
W=51.14
E=51.05
P89
RCP
III
15"
141'
0.57%
W=51.05
E=50.24
P90
RCP
Ill
48"
230'
0.49%
5=47.74
N=46.61
P91
RCP
III
48"
28'
0.54%
5=46.61
N=46.46
P92
RCP
III
15
28'
0.61%
W=49.00
E=48.75
P93
RCP
III
15"
36'
4.52%
N=48.75
S=47.12
P94
RCP
III
15
108'
0.617
W=47.12
E=46.46
P95
RCP
111
48"
22'
0.61%
W=46.46
E=46.32
P96
RCP
III
48"
116'
0.61%
S=46.32
N=45.61
196A
RCP
III
48"
38
0.66%
W=45.61
E=45.36
P966
RCP
Ill
15
28'
0.55%
N=49.30
S=49.47
P97
RCP
III
48
166
0.66%
S=45.36
N=44.26
P98
RCP
III
48"
164'
0.66%
S=44.26
N=43.17
P98A
RCP
111
15"
28'
0.30%
W=45.41
E=45.55
P99
RCP
111
48"
16' 1
0.66% 1
S-43.17
N=43.06
34
58 7 \ G`.
\ c'`° .� 100 YEAR FLOOD `♦ `\C'� r�
\\` 35 36 37 A� 57��\ e�fcp�% BASE FLOOD ELEV=49 6`
s� ,
56 ` c ` 79 / � �-•♦ 500 YEAR FLOOD �,
O a 39 \ Cao', / ¢� �.. *%�40° 11 '21 "E'' `\ WATERS OF THE UNITED STATES
N, S_ 32 \ \ ,.�• 1&4 10' p (TOP OF BANK TO TOP OF BANK)
��� -' S5 \/ �/ S . ZONE AR ♦� % PARCEL NO. 00261
PARCEL N0. 25768 •� 40 ` J�JQ // 3 9A FENNER LESLIE
ALVA WAYNE WORTHINGTON �'_ ! F , BD
LOIS D. WORTHINGTON ( 1 41 4 ALLEN III, ETALS
M. 6. 12, PG. 54 ', O TRO SPACE ! ! 102 a 53 \ 81 •�- D.B. H-41, PG. 665
D.B. 1558, PG. 558 I ` 42 q / Sy ZONE RR
�� PHASE 1 52 ` `� sQ N39°01'18"E ♦ g°
ZONE AR `� `\ •� 324.84'♦'�� `�6- PITT COUNTY DRAINAGE EASEMENT
� 1 I 103 101 �\ 51 \ \� 82 •-+. ��� Qp ♦ �P FORK SWAMP LATERAL 26
75' EACH SIDE OF CL OF CANAL
\ 10050 ` \ 1 83
f 114 1 \ 104 gg �� d 5 tS . . . `♦. �/- 20' TOWN EASEMENT
E� ::.... UPLAN S.
105 �4'4j98 ��` 46 ti /4 49 /i / �� / �� �~ DUE TO LATERAL �FFECT
115 \ 97 nc� v�'�47 ct 4�. . . . . . . . . . . .
TIME SEQUENCE OF OPERATION �\ \` 106 2� 96 `\ `� 48 // /� �� ����� . . . .. . ' . �_ '
��IG �� �_� �� 4, .
1. INSTALL CONSTRUCTION ENTRANCE. 116 �\ \v`}`" 107 0 \\ // / 85 �� �-V
95� ♦/ , WETL silo
2.
cy p
2. CLEAR WOODED AREAS FOR STORMWATER DETENTION PONDS. \\ �'`� �� 108 j c .ti �� / 86 �������IG�IG��IL11L 'S
3. INSTALL SILT FENCE. 117 �� 109 Cv // : 2.1/_ N
94
4. EXCAVATE DETENTION PONDS AND ROUGH GRADE THE SITE.NPS 118 110 3 / 9%9 0` �° 0 9 \ o• , b �' \q
� �/ 87 �� r�1/�IL � �• i �� o �9'D�\ �
5. INSTALL DROP INLETS. CATCH BASINS. INLET PROTECTION 119 ' �b 88
AND STORM DRAIN PIPING. ^ B 6� 11 i 0-0 , o` 175 �\L
Vp ) ♦ ..,� ��2 °
6. INSTALL UNDERGROUND UTILITIES NIS SET AT BASE '19 120 i�158� AG��fLQ� 1 �• �" ZIP d� \
7. PLACE T OF DISTURBED EIA cp_ I / 7/� x`2`"112 I♦ �� ��� ♦�\ �� Q� �q,t, `\
C STONE AND CURB AND GUTTER. CONTROL CORNER I I 8� + , Ny %IV WETLAND ?, \
8. PAVE THE STREETS. ' 121 I 1 %,113 I U� '�
174
9. ESTABLISH VEGETATION. 1 1 159 ` \1/ %J/ / \ �,` ���Qj�a_
10. EROSION CONTROL MEASURES TO BE REMOVED UPON s 16 A� _ �� ala 9 /i 173 1 ,� • \ �, B . (9 116 5ilk
STABILIZATION WHEN ADEQUATE VEGETATION HAS OCCURED (80%+/-)• 122 1 157 7 / �- �y�� f " + �JIL11L SIL �♦ `�lz'E o�;Bo'2'V4�
9k E l0 1724
�° 'o / ♦� \
N 1S R NIS 161 ZIP 91 .y e 2° '.�• �IL�I�
O\lC 12� �\ _) �I 171 �� /� \�� °`5` 204
-2,05--
- �_ A0. ♦ 3 `Q C�
°�124 7 \ 156 `9 162 163 ` ° 03 - - _ _� o° ♦� ''8
125 / ° I (
�a6 \ 155 1 92
126 $7 Go, /
127 'o \ 1 \\ 169 176`
N6s• A9 130 129 153 16'
� ` 177 \ r6� -R'M/W I3LYY,g 4bo:' �+.♦�„• `� 100 YEAR FLOOD
BASE FLOOD ELEV=49.6
\168 \
�♦�
/78 201
� 1 1 * ■ P rch� r: �.♦ '�..�
way • so�'f' 165 09 // Y, ! - •�.. �.� ••�.
NPs \ \ 131 0ey q 152 1 20
133 \ � '14 � O � \ 3� 151 "�
,i 13�R 139 167 i 18 J� P, ,/ ,� 500 YEAR FLOOD
138 ° �'-�•, •�-
i �SIL 143 A `\ ec150 ,� 18 19
', �` ry / 208 ♦,
N26°53' 16"W `1 uN' °WETLAND Nj� \ GBd� �,, 911 �o :� •��•,�'-•�• `'` •�.
146.93' NPS 137 ��\L/ \[/ 144 `Qs \ /c ,1820., 98 a / PARCEL NO. 82257 .`• ��
DITCH IS Ft 136 �- �� Q° x\149 / / tt�0 , 209 AARON DANIEL ADAMS ''`•.
PHASE 2 o EIS #3 REBAR •,
\ CByS \\, f 197/ / M.B. 78. PG. 40
N25°59'11"W /134 cc : 145 t� \ / 183 , / \ M.B. 62. PG. 35
�i46 / 21 D.B 3265. PG. 335
155.46' Ste"" �� /
NPS `y��s°` ° !'.� �L 'W3g6.45' NPS N78.)4'3p,.W 147 \♦ '� /, 184 195 96// .. /� J \ ZONE RR1.
N32° 48' 14 "W - 5.86' / NPS 578° 4CEQRUN ALONG 267. g5. o 148/ 185 �� , 12 1�� \ :'�• J
N59°41'57"W - 9.29' J/ --� \ WIRE F tOF p1jCN El P // // NJ 194
NPS \ -Top
186 193 // �'�� b 13`` �\ .�• � � ..
/ 0 2 4 ° • �. .�
SITE DATA
AREA IN ZONE R-10 ..................... 67.8248 AC.
AREA IN ZONE R-8CUD ...............52.3804 AC.
TOTAL AREA...................................120.2052 AC.
ZONING ............................. R-10 and R-8CUD
NUMBER OF LOTS
R-10.. .......................127
R-8 CUD........................105
TOTAL ...........................232
SMALLEST LOT SIZE
R-10 .........................12,000 SF
R-8 CUD ..................9,200 SF
LINEAL FEET IN STREET
R-10 ..........................7,222 LF
R-8 CUD ..................5,485 LF
TOTAL ......................12,707 LF
ACRES IN PARKS, RECREATION
OR COMMON AREA................................1.3 AC
ACRES IN WETLANDS ..................14.4314 AC
IMPERVIOUS AREA........ 3,750 SF/LOT(MAX)
SHEET TITLE
Cl COMPOSITE PLAN
C2 GENERAL GRADING, DRAINAGE, EROSION, AND
SEDIMENTATION CONTROL PLAN..R-10 ZONE
C3 GENERAL GRADING, DRAINAGE, EROSION, AND
SEDIMENTATION CONTROL PLAN..R-8CUD ZONE
C4 PLAN AND PROFILE ELI'S DRIVE STA. 0-00
TO MATCHLINE "A" STA. 13+84.78
C5 PLAN AND PROFILE ELI'S DRIVE MATCHLINE "A"
STA. 13*84.78 TO STA. 22,06.20
C6 PLAN AND PROFILE KAYLIE'S COURT
C7 PLAN AND PROFILE HUNTER GRACE DRIVE
STA.0+00 TO MATCHLINE "B" STA. 14+00
C8 PLAN AND PROFILE HUNTER GRACE DRIVE
MATCHLINE "B" STA. 14+00 TO STA.26+68.97
C9 PLAN AND PROFILE GLORIA JEAN DRIVE
C10 PLAN AND PROFILE JORDAN ANN DRIVE AND
EMILY TYLER LANE
Cll PLAN AND PROFILE CAMPBELL COURT AND
HAILEY LYNN LANE
C12 PLAN AND PROFILE LUKE COURT STA. 0-00
TO MATCHLINE "C" STA. 12+00
C13 PLAN AND PROFILE LUKE COURT MATCHLINE "C"
STA. 12+00 TO STA. 19+35.80
C14 PLAN AND PROFILE KENNEDY CAROL LANE
C15 PLAN AND PROFILE STORM DRAIN OUTFALL
LINE "A" LINE "B" LINE "C" AND LINE "D"
C16 PLAN AND PROFILE STORM DRAIN OUTFALL
LINE "E" AND LINE "G"
C17 PLAN AND PROFILE STORM DRAIN OUTFALL
LINE "F" LINE "H" AND LINE "I"
C18 PLAN AND PROFILE STORM DRAIN OUTFALL
LINE "J" LINE "K" AND LINE "L"
C19 PLAN AND PROFILE STORM DRAIN OUTFALL
LINE "M"
C20 PLAN AND PROFILE STORM DRAIN OUTFALL
LINE "N" LINE "0" AND LINE "S"
C21 PLAN AND PROFILE STORM DRAIN OUTFALL
LINE "P" LINE "Q" AND LINE "R"
C22 WORTHINGTON ROAD TURNLANE PLAN
C23 LAURIE ELLIS ROAD TURNLANE PLAN
C24 STORMWATER DETENTION POND #1
C25 STORMWATER DETENTION POND #2
C26 STORMWATER DETENTION POND #3
C27 STORMWATER DETENTION POND #4
C28 EROSION CONTROL DETAILS
C29 WATER AND SEWER DETAILS
BEFORE YOU DIG:
NC ONE CALL
(TOLL FREE)
164°51'05"W \ 232 / / 187 ,/ 4��Q 1 0 '•�' [PRE LMJ A It �W[r,1 W �UV�
195.90' 3 192 10 a
\ / / /0 21 \L \ •j `..r•.a D ,,�IF O1 Ifs
R/W 60' R/W 149.42,31 "w \ N 2231 i 1188 191 / ,Q1 X21 1~�' �A o11°��yy�' " `, �T's1 uV
14' 32' B -B 14 \ PARCEL N0. 83376 z I ( 190 / / /`021 Q+� titi G�� `i�' 16 0, / / \ ; Z 4 L • I
2 SUE ELLEN 230 1 ( / , o QPM ���,1s e°• ,y / S ' = (OR 1-800-632-4949)
s ITS THE LAW
s( ALLEN BROOK ( 216 Q a"' 1� �• a°' _ gA5 3
'- • 11 er 11 ft PARCEL N0. 66251 R ,189 ,- � A� / LIMITS O F DISTURBANCE S T U R B A N C E
I 2C1 1,4' PER FT. SLOPE 1.; per ft. 2:1 M.B. 80. PG. 134 L --' /2190. +j i, 36 ,� Si: R E V I S [ 0 N S
Y NO. DATEDESCRIPTION
I JII LEGEND SUE ELLEN D.B. 3505. PG. 73 g 229 1 93.44 AC.
''•, �.� DM 1 4/12/19 ECP COMMENTS
O' 0'¢,�'
ALLEN BROOK, ETALS \ ,�,•,,.,. ,
EIP EXISTING IRON PIPE
3-6' X 0'-4" D.B. 2928° PG. 233 \ EIp
PAVING SECTION TO BE ZONE AR 228 1 221
CABC UNDER CURB DETERMINED BY CBR TEST NIS NO IRON SET \ 1 r--" - /
24" CONCRETE CURB & GUTTER ECN EXISTING CONCRETE NAIL v I j 222 /
\2 27
(ROLL TYPE) NPS NO POINT SET \ v
TYPICAL 32' B/B STREET SECTION NIS POL NEW IRON SET POINT ON LINE \�� N 226 cl j RICHARD A. BRO P.E.
WITH SIDEWALK EIA EXISTING IRON AXLE ' co F f� 223
EIS EXISTING IRON STAKE •`''�'�.,�, z 225 0%�� CONSTRUCTION PLAN
R/W 60' R/W '�..�, •�, 7p, C�i�\ / i 22
12' R/W RIGHT OF WAY •�.�,,` tNFMFNFq 47, I COMPOSITE PLAN
36 B -B 12 � � 7F,; 44
MAG MAGNETIC C J(,'•�,� e 7
SI 2 L4 lV ls� Q Tpk Ily
CENTERLINE 7 Uj� ��:•� �oF i� �L�9� RIDGE
er fi z:li 1,4 pER FT. SLOPE ',; per ft. 2:t 0'�, ZONE AR
_ L� co /
PROPERTY LINE PUe� fC �A� ci "�� ` ,\,��'-� �/` / i 5'S/0
ewaLK REFERENCE: A PORTION OF THIS PROPERTY IS RECORDED IN
PARCEL NO. 66251 "4 j� T '� �' Sy ° DEED BOOK 1234, PAGE 149 OF TE PITT COUNTY REGISTRY.
3'-6" X 0'-4" PAVING SECTION TO BE NOTE: ALL DISTANCES ARE HORIZONTAL GROUND D 8 807 �2..W
CABC UNDER CURB DISTANCES. NO POINTS SET ALONG SUE ELLEN WINTERVILLE TOWNSHIP PITT COUNTY R
„ DETERMINED BY CBR TEST ZONING LINE. ALLEN BROOK, ETALS - ���
24 CONCRETE CURB & GUTTER --�- --_-
(ROLL TYPE) D.B. 2928. PG. 233 R = 11353187'
ZONE AR L=127.99' msµ,
TYPICAL 36' B/B STREET SECTION CH= N 69°34'40"w
127.92' /
WITH SIDEWALK � --
PROJECT NO.: P1611-002
DRAWING NO.: oo1
/ PARCEL NO. 38098
HAL PILGREEN
200 100 0 200 400 / SUE W. PILGREEN
/ D.B. 3148. PG. 75
/ ZONE AR
GRAPH I C SCALE: 1 "= 200'
NO TH CAROLINA
OWNER: GREENY LLE, LOC ES OF
LC
ADDRESS: 200 E•ARLINGTON BLVD.
GREENVILLE, NC 27858
PHONE: [phone]
DESIGNED: RAB DATE: 4/10/19
AASTROUD ENGINEERING, P.A. DRAWN: LHJ SCALE:1 "-200'
107-6 COMMERCE STREET
GREENVILLE. NORTH CAROLINA 27858
12521 756-9352 APPROVED: RAB
1ICENM ■o.0 -MY SHEET Cl OF 29

Q
',r!,�ai�``ir'.5J:%ky' $:t!•r`'iv`!o',r;{d!'trrls'r:l94'.,;,.l 1,J 1;tdj`"',rYy.Is,I.''1,;' r,"t,,l 'i(( y* ; ',?`;,-?/�+',;, ,,,; v",='4?r6p+f`,,rer;,:-y - , r',:, �l,',',�,„;{;','i'+'i.4:.�",I,-"S',.iJ?li?�,;`s-,''ri?.,i,`L'- �',r�!'�,,.�-:fi"J''�;'tlfiS'�.,;_�,Ir.y;�,rJ.y;,rcR:Y, g{;,; '9'r;a:: L�)J..r, «!',1T�'' -,,- i `- _ \ \ \� ,
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✓ \ c �` o, -`f ''`. ^ � i •% • /' IM/TS �• / / /' �'•�• / / /' / ♦ I \ / d - �� $1A,SF --
41
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j• - _ _ \ - its', ,riL,r dt'.`'. -+,' yY'`'l, f�:il-�, / `,� / 6 , '�' C� ".� \
. \ I _ - _ _ _ _ < r`i;,;,n.';j , / �' .� /1A•� , \\ `y SAA - �y \\ �\
TOWN SIGN
EASEMENT
GENERAL NOTES: i ,,, --0 i'`'.c'l4r''%;;;;?`;`% ,s,"'ti; •� .• 56-��; ✓ 1 r -
I
y 'si \ CT �\ tP� 1 \ 1
/` t Q / .�'-1NPN��\ opO
0 F.N r 1 � '!-;`i�?;�s�,,�'-�i„r:• ,,;,,,,,,, ;;,�i�'s, G \ � / �
1. A PORTION OF THE PROPERTY IS WITHIN A SPECIAL FLOOD
-r.y„r„b;:,.'4'', ri',I';''-`i'=o,'�rJ.,� y � s•• / � / i � S \ �\ f � \ 5
HAZARD AREA AS PER FIRM MAP NO. 3720468400J . PANEL 4684 I I >;r,, ;q ,c':„ ;.dd4; l y l P d-- _1 S �0_ ,� •62 r\ ,,, \
\ 10 cj0
DATED 1/2/2004. ! ' I \ / 6.6 SF
c {'.= -''v. r. R('I y:'?`:`ic',';L;; y, / � F
2. ALL RADII FOR CURBING AT STREET INTERSECTIONS TO BE 30 • t I I I ~ �% , / FH 13.218 S "?,{;4;,`tr;.; .,J:;:',.`+ 1 • S
UNLESS OTHERWISE NOTED. I' I II \r I 1/ \ \ / ,' i A% // ^ m- / M• � / / \\ (1 `\. 1 �Lr � y':s;i'iL;`,t.;('_.`;r=i;,`+!tl?ljs,'b;�.l;y;;ir;ti,s, d IJ,:r.ts. ;?+`_`;,!ri,r,,;;.s??�/�f?i„"�,;,r� '1'fy / / // - / .LGjF.PSl\�PG "�`�•\�2 ,0S1.�F.�,,1 i•O,��,IG vQ 1•'� 2o
M3. PROPERTY CORNERS AT STREET INTERSECTIONS SHALL BE ROUNDED 4pJ'\ G
i�
I
WITH A MIN. OF 20 RADIUS.Azu
A
• I /yA� - d \ f L?t; ,1 i+ `'' i ., yr =? S I \ PNP( �� O `Q • i' \\ 0 \ r % \
4. ALL LOTS LINES SHALL BE SUBJECT TO A TEN (10) FOOT UTILITY 1 _ I O ` 1 1' r "'s",;;?':" r j( F
/ / `i\ S rs R 12.0 . l S s
` \ \ / j � f�'r?,;,; , i' `4 7F;,:i`4'�;,;i� 0 � F i � / \ j� 9 \��'\\ SF � Oj l L1L
I O ✓ v , y,,airss`.];`1,' I 1i gyp` 00 I y5 p!� -� ✓
EASEMENT CENTERED ON THE LOT LINE. I � �I .' t 3.143 $F `\ \ \ / t. 2 �,,�,,`"i>;1„,;,; -' ,•;,.+i-" 1 ' /' � 0 S / � o --
/12,847'-S7 ��l`;Il;i�;,''y-„ ��L`',,. _?,!r' ; / I � i / �j e
5. THERE SHALL BEA 10 WIDE EASEMENT OVER ALL GAS LINES AS INSTALLED. I ,IT , \ \ r �';411;�;£,tit'.s� ' ':':r ,�-. ► 6 �ER/ / � 1 12.0E o � �' \
' `\MB � � _ �Z
6. THERE SHALL BE NO DRIVEWAY CONNECTIONS ON LAURIE ELLIS ROAD.
r 1 , / <v u,`??r:�i3y ?,;,' �' s;,!;.;i • �`z, /.' G01 ' \ 0 S� 0'0 p,Sp Iii SF • 0• / I? � \2 '� O
v ;r'- \` 1
I� / \ � ' JI i � ''4; _`�sJ�;[,_;;,'i ✓ i O / i /
7. A HOMEOWNERS ASSOCIATION SHALL BE FORMED TO PROVIDE FOR MAINTENANCE OF THE ml`„ I 4
I I ,�, aj ,,,la's,,,ir .r,,;r ?,;:? ,r,i; �'�: �..�( ��0 l 12• 0 /
I I r / 8 1 I I 74 4,;r?,rr,r4;�`
BACK YARD SWAILS AND THE STORM WATER DETENTION PONDS AND COMMON AREAS. I11 lr O a I .168 SF w ?-'' ',"?i'''"'"r f �0's �� �PN1 0\ \ �oSF 25�'� F� ? x'10 1PN�i
18.225 ��C O 1 \ I w &� .%;t, `; S;a;.; r+?!;:, Z�2 Q lQ •p0 �0 \�F •00
I I vl i c� � ;z','"`;;'p 'r? ♦ ' i \C S ' 0 GNB La `
It. S , iJ m m I h`!=`! 'I;!,`?i+`'r`, \ 6�� / ' 1 12 `\ 12 ' �•1, G0 �' 16--T
8. CONSTRUCTION PLANS SHALL BE APPROVED BY THE TOWN OF WINTERVILLE PRIOR TO THE I (IIT I a �I ``�1 „I j +'`, Q do,,I SF \ p�3 t1 �0y qFF O <
CONSTRUCTION OF ANY STREETS INTENDED FOR PUBLIC DEDICATION AND/OR THE ' II l r I �' O trs .'c ;;'s,;rili';llYv' -- _ 6 l �l •000 \ O SF O• \ �J3 \ `\F�. 96
= I Ill ' �� 1 I Nt 13.751 "it�''`
CONSTRUCTION OF WATER. SEWER. AND STORM DR I NAGE SYSTEMS. T I SF �° ,\ \ / 1 \ 0 \ ` .613
I 1 14 15 W iv 'INLET NL ` ;;;,Jc : ,i.,. ,, ^w \ ` N, • ' A \q \
II 8 SF\ ET Q"; e+r- :r„+; '.;t 1 \ I ♦0 %
I I I 1 v \ Mf ( PROTECTION"'T,ads ',r' '' / p0 S 1 1� (F.' 6• 9 SF \ . 6 T
9. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE TOWN OF WIN ILLE MSDD. i I It? ,.?,''{ %''`'" p l \ \
! U '� t ITY Q_ ;J:; sa c 0 \ 0. o CSO ` q---
Z P t„ er G I FL l \ 0 E
�I , 3 ) ♦ ,r '' ,'yt�ri+ -1:rr„'lam � 0 i , i \ -X
= I ill 1 F �1 s;;' 's:", ;rus t I ,1/ \\�P OU \ 12' 0� oo \ e�2
I I i 1 tr, m 6 PVC :'' ? ;''" 4'7;'''y?er;,,y'- ,� , P \ (� - \ 12n vG 5'I° `1.�� E\p r\1 - - -' '
1 I Q' , 6 _- (�(� r` ,
10.HYDRAULIC ANALYSIS IS REQUIRED. I , � I / , v IWATE kj „G',!"`-' ''` ;,�" �� +i•p/ �F' p0 \ F- F 6 �E 9 F N `'•.
0 S i S pS 9 ♦ 1
/r / �Z ^C �P 6Q 22 P 12• 3`16 FP ' ,00 /. . •o F 4 p�1` 2\.S�O /� \\
try / V 6 % "'r�'l "�(!!r' • lr'' _' �?c'`',,; _. , \t c
I / 'i+'s,'G' ,V `r ,;_; ,F,,;r r�J 13, / 1 / o• 12
11.ALL LOTS SHALL EQUAL OR EXCEED MINIMUM DEVELOPMENT STANDARDS. p j / G12•279 SFi''`hr' ' y'''+'if-° D 1 S• _ _ O 12 1 PSp ` c� R, _
p/ F Ik SF
I / / F , 2/ [' `'!,;+` r'' \ 1 SF / py
ow
H -r�, ,:.y�'r�4',����%,�� / /' ���, � S 00 Imo' Z 00 \ / \
12. NCDOT DRIVEWAY PERMIT REQUIRED. i I� I / ' •' n Q %r+'',`, ,`?,!r t'' :r;'s'`'r't'v'' '?% / f / t / �, 0 GO \� 2.0 / \6P SF �'�`'F
* I / / © 1 I :,ti+r,,,h'•r r> rpt, ,i ,l;`i P ? / �!Q' \ 12. • I .20 `\ 1 / 7
12,959 � I r,,r•+,;,,, II„ , .,!,?,+:�, / , / I � i \ t� / %_ 12• '�' TZ• / ` / \
I _ I \
13. DITCHES REQUIRING A 48 DIAMETER PIPE OR LESS SHALL BE PIPED. DITCHES ISF
„ � /- - - sl�2 - - AND WATER COURSES WHICH REQUIRE PIPES LARGER THAN 48 SHALL BE EVALUATED FOR 'i j j j 1 '�/ o ?;'"''''?'',J:a "''r r �'j / , . / `� ` \ _ - F �t \
q t / , \ 0 P
�, � 1 �4., ,r,,,, s '�` 12• P
A 100 -YR FLOOD ELEVATION. �,; I I ,,/ � /" j % - ��"" -
1 ? r`jrr;Qj ;';F ; f '"?;c,r;'xgi" FT I r� / \ �O ' \
U I l j`L'! CoA\ `moi 1�. / '' `\ 7. 1 SF _
' 0� ON
a I 1 5 I / •; ,,,:!'- 'rt; ? +; +,et!' _ 00 SF ZpPSp� r�
,cebr / Q ,L \ 10 >. e� / n 8 o I
i O aryl o ,',';y i,,_s, sl ;':'F ;•x..l. .� l G�. 5
14. F I NAL STORM DRAIN PIPE SIZES AND SUPPORTING CALCULATIONS SHALL BE m I / �';`,'; ;;` ..v„r,{ri,c' / / /� ' _�' 1 . O• 0 L /
SUBMITTED WITH THE CONSTRUCTION PLANS. = I ( ! 11, 86g SF��I'D
I 000 '�� ` / J 16 1.554 SF
i„ f,, . oq ,1',z' / /
N I I ;`�lts ''✓;;' -/• SF
Cry � '- - _`�'' -, - .+,h;i,;r-
15. EROSION CONTROL PLAN IS REQUIRED. "n I I / j8 _- '. +1=�-" _ ,r;;,,l;', _SF [ 1 / 0 0 / N� � � 5� ti ;,Lr �� 12• POp O O9 p. � \ 'S1 \ � // / 21.746 SF
1-12-21
SOS % ,0 SF 1r` 1 / 12• I S �� G0 \ / \ Z�
16. LOTS WITH BACKFILL WILL HAVE TO HAVE COMPACTION TEST PERFORMED AND os I l 1 T r' TM'"'S``'`,`t°'� 'f / / / Sp 0 �P ` F 1 4 5 1 �L
Nx I I 4 / ^ / , 1`"r (�r!^ , Sj / • /' 'ry 55' // / ,ii 1`L•0 15PS 000 F. I i� ✓' / 0
RESULTS SUBMITTED TO THE BUILDING INSPECTIONS DEPARTMENT FOR APPROVED �-� I _ - / , -'rt ,4';'`'sJ,sf �j / / �/ Q'1 _ E 12• / 6 CIA
S \ o
FOOTING INSPECTIONS OF STUCTURES BUILT ON THESE PROPERTIES. �jj` ' II 1 1.Og0j o; / lg `��'-ilGs' 'G,r'?rsi' ! CF ' Q �'' / / _ /% 91Q� /$+'G� 7l�( ON 1 1°�•y 1
�• / nA / '`� • ✓�
SF 6
/ RIP SF o �8r IQ ' / S� C>P \�1 (p /' j� y 0 I 12' 2 I
3 tr ' ' '� SE�RAP ES2 •f i <u / / // Q�,= ��p �,`"i / /O, 3� - _ op0 1g S F �o SF o SFI 1 �t
I.7 - / / J J / '1'I' I , • `. ♦r • // / / p�� . .' <v / / /010 ' �i / SA-
. '\`L' F -P 1 _ _ , FF, .' ` •00
SIGN/BERM/ •�
LANDSCAPING i 1 �}Pi8 SA •✓/�6 1/'6' c F 05
EASEMENT / J,/2g' , �. 12�1f1'l SF '�' / // 13 SF <v 7 O .� /%'�\@Rl'114G,
N . 1 f 6A S "`� Zy�'i 1 l' SF ,FJg SF I t ✓l, /
ORA/ly /' i. J I, !'6 2.8� �-• � `�N G,16°' 00 \ 1
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0 �\
N ' 20 ENr I �� _
I♦ 1\ !',� /' 2 r m� �� 12.248 SF DI16 3 I ` D11 N '� �// •qS111 �-,?' SF �°� `�_ ��/' 9'S �•� //\`\415 b
1 .012 SF . �' • ' �• E C/ / I / 0,!'\ •m6 \ 1 I I
� ® BEFORE YOU DIG.
\ T 9 x s \1 /
r� 9;5 Sr' �,.� '�' - •�$��• \ ♦; I r ,,, 1 I ,/ ^� 8y \ I
•'••..: '^'�••�.�• �•. I +• a, , ✓/' ���^'�/ S•_ sr'CALL
Gv6 Itt C 1 65 �/ �" i'14.80� SF / / 11.635 .5R' 0 //�T\ / �� 013 �0�'� \\ Jr i`�'` _ i t NTOLLLEFREE)
I i !, , •I fi GP ._J6.362 Sl` 1 _ o 5 / ,fie
! 8"PVC FH 3.3�i9�SF__� F �'-------� -&/( 3 ` 1 /--
�. , IBL - -- "r ---c=\---- I % 1 cn 1 J ! WATER `L 3 C
• I I 15. w • `-��- WAT i' \ \ •• I I / • / ,q I n I ti J/ \`�� p MH- X jl 26 C\ R� " �� ��q
j EXIST. 10"WATER MAIN Iq I '�� `� o �• ` �r �•• p' S °1 / I 1 59.79 M
�• TOWN OF WINTERVILLE Ir`, I 1---I ' �-�--I ^ CC a23 40. S ° t �I�\\ '13•�O
'•. .� ✓ /' H_2 F 2 ,1t0�' RECREATION i -
LINE LEGEND 811X 10" -1 I i - \\ \MH •5y ,,y / 'CBL x,1.80 0.5 CR 5 }06 •• 1.97% \ H- 1.137% 55.82 g, _____--
'L/ AND OPEN SPACE _-- --Y__ 1A�21 ��,r' , C',t Tt Fy SEE SHEET 3
�N�N�N�N�N�■ PHASE LINE 50'TEMPORARY GRAVEL I _ / , \ I 1 ` I / d �� /i' (160, 'lly FOR LAYOUT
CONSTRUCTION ENTRANCE I '• ` �\ y/ �- \ \ ` r ,' Ar LI's _D_ VE 3___ `- I ` ��� F ,' ; RiW 32;LL co IN THIS AREA
II , 1 _ L_ -- -� - --- \
••■■■■■■•■■■■ LIMITS OF DISTURBANCE TOP RC a I I h _- 25.MBL_ -gig_- -__ _ ___- +--.--- \ �______ 1 (60' /W 3�BC/ PUBi�IC) *---___ ` ya �S / / eC.
53.29• I ,. --- _ _, f INLET \ \ - 1 1 C p RT
X SILT FENCE ' I i ZV ` j PROTECTION t 20'DRAINAGE 8"X 6 TEL s ` ` O O \ 16 1�• /�'' Ugh
i \ `\ 114 115 I t�
, \ EASEMENT 8 GV
WETLANDS INV 18' RCP I I I 1. ,Z(-232 \ \ 18.72 4 SF 17,465 SF 18.756 SF
52.61 ¢t, I �l '•':• \ 1 (,r 7 / 28 , 29 i 30� 31 014 SF `\ \\
----•------•------ 500 YEAR FLOOD 8"FORCEMAIN I I I rr /
•, 2'x.063 12.000 SF 12.00 Sf 12 00 SF / 161285 F \ 19.-1�5 SF 12.000 �✓ N -,014
_-_--------- '�. ` / / � \ / A'� 12.000 F 12.000 S 13.486 SF
100 YEAR FLOOD I�1 cl ,\
----- - --__-__ - - - - - - - - --- --- -
V - 6PVC SEWER FORCE MAIN-
- ---- _-_ -
INV 18 RCP ier&iITS CVfDISRffiBANCE52-35 �� 4 \ /'oor L I M 115,OF DISTURBANCE `- _ _ _ `♦ `\ `� ` !//
1 \I
Lai\ 3 hq '
m •
/
/
/
• / Af
4000
�•i'/moi / / // ' //
ti r iii yr.•' •!/ �`�• 000
000 •SaJoe,
s, - ��y9•,;F,�r,:ilk;sL;Y000,
ly.ri;i,:�' \ ' �i
.. ` ' /L - -1Y- _ VNE
3 RTO
NO
4 �"' � ru?Ua,l;;- ,,,,'; : Fv;- s ;' Imo` �• � � - � � � - \ �
loo?
-' ✓'',
-Al, 10,11A tl°] ilktl�y .A I .'
i ,��y,�1+;,,x`•.;:5 �'S1i'' ` �St � // ♦3 i' / •'' / �' � 1
000
-�
All
• ♦ ter' ® � ♦ 1
20-994 SF 1r� !�
#00,
I�
r�
i\ rU
cc
o
I 1
i I I
I
I
it 'A'MsnIn
ROn►a��y,,�,�
I ' i I ��•�� GA( ry�i
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moll
I I I I I �. `"� p �� •. �
' I j ' ? �. Q�' •p 4:
SES°
II •.
s
I IIQ 0.04a
I I i III71Np111NN
100 50 0 100 200
I '
PROJECT NO.: P1611-002 j
DRAWING NO.: 002 i ' ; i GRAPHIC SCALE: 1,,= 100' RICHARD A. BROWN, P.E.
1 I I
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
CONSTRUCTION PLAN
(OR 1-800-632-4949)
IT'S THE LAW!
R E V I S I O N S
N0. I BY1DATE I DESCRPT I ON
DM 1 1 4/12/19 ECP COMMENTS
GENERAL GRADING, DRAINAGE, EROSION AND
SEDIMENTATION CONTROL PLAN R-10 ZONE
F,LPS RIDGE-.
REFERENCE: A PORTION OF THIS PROPERTY IS RECORDED IN
DEED BOOK 1234, PAGE 149 OF TE PITT COUNTY REGISTRY.
WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
OWNER: ELLEHOMES OFGRENVI,
ADDRESS: 200 E.ARLINGTON BLVD.
GREENVILLE. NC 27858
PHONE: [phone]
DESIGNED:RAB DATE: 4/10/19
ISTROUD ENGINEERING, P.A. DRAWN: LHJ SCALE:1 "-100'
107-6 COMMERCE STREET
GREENVILLE. NORTH CAROLINA 27858 APPROVED: RAB
(2521 756-9352 SHEET C2 OF 29
LICENSE ND.C-0N7
j

50'TEMPORARY GRAVEL-/
CONSTRUCTION ENTRANCE
PROJECT NO.: P1611-002
DRAWING NO.: 003
100 50 0 100 200
GRAPH I C SCALE: 1 "= 100'
LINE LEGEND
�����������■ PHASE LINE
■■■■■■■■F■■■■■ LIMITS OF DISTURBANCE
x SILT FENCE
/ WETLANDS
------------------ 500 YEAR FLOOD
------------ 100 YEAR FLOOD
�- �--��-�- 6"PVC SEWER FORCE MAIN
OF U
ESENGv-
VEN
,1p0
EYEppODEEOEv�9.6
gpSE F
r5p0 YEpF; FE000
Jill - - _ •�
,i=ten GENERAL NOTES: �•
1. A PORTION OF THE PROPERTY IS WITHIN A SPECIAL FLOOD ./ .
HAZARD AREA AS PER FIRM MAP NO. 3720468400J. PANEL 4684 •�
••�
DATED 1/2/2004. •j
�' •t
2. ALL RADII FOR CURBING AT STREET INTERSECTIONS TO BE 30'
•�• •�
UNLESS OTHERWISE NOTED.
3. PROPERTY CORNERS AT STREET INTERSECTIONS SHALL BE ROUNDED
WITH A MIN. OF 20' RADIUS.
4. ALL LOTS LINES SHALL BE SUBJECT TO A TEN (10) FOOT UTILITY
FED)
EASEMENT CENTERED ON THE LOT LINE.
Lf"
DOO
5. THERE SHALL BE A 10' WIDE EASEMENT OVER ALL GAS LINES AS INSTALLED.
6. THERE SHALL BE NO DRIVEWAY CONNECTIONS ON LAURIE ELLIS ROAD.
7. A HOMEOWNERS ASSOCIATION SHALL BE FORMED TO PROVIDE FOR MAINTENANCE OF THE
BACK YARD SWAILS AND THE STORM WATER DETENTION PONDS AND COMMON AREAS.
8. CONSTRUCTION PLANS SHALL BE APPROVED BY THE TOWN OF WINTERVILLE PRIOR TO THE
CONSTRUCTION OF ANY STREETS INTENDED FOR PUBLIC DEDICATION AND/OR THE
CONSTRUCTION OF WATER, SEWER, AND STORM DRINAGE SYSTEMS.
9. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE TOWN OF WINTERVILLE MSDD.
10.HYDRAULIC ANALYSIS IS REQUIRED.
11.ALL LOTS SHALL EQUAL OR EXCEED MINIMUM DEVELOPMENT STANDARDS.
♦p�e�a�aa�a��
♦A`♦,GARD1%'�i
12.NCDOT DRIVEWAY PERMIT REQUIRED.
2;
13. DITCHES REQUIRING A 48" DIAMETER PIPE OR LESS SHALL BE PIPED. DITCHES
Ex -
:
'35
AND WATER COURSES WHICH REQUIRE PIPES LARGER THAN 48" SHALL BE EVALUATED FOR
.
A 100 -YR FLOOD ELEVATION.
14.FINAL STORM DRAIN PIPE SIZES AND SUPPORTING CALCULATIONS SHALL BE
���'•,�/ a`�
SUBMITTED WITH THE CONSTRUCTION PLANS.
%q/'A;,♦,``�♦
15. EROSION CONTROL PLAN IS REQUIRED.
16.LOTS WITH BACKFILL WILL HAVE TO HAVE COMPACTION TEST PERFORMED AND
RESULTS SUBMITTED TO THE BUILDING INSPECTIONS DEPARTMENT FOR APPROVED
b
FOOTING INSPECTIONS OF STUCTURES BUILT ON THESE PROPERTIES. '
RICHARD
A. BROWN, P.E.
1---:5:
--A 37'
o�
0
03 "n
7-4
37
--A�
90 vn
o�
A 0
"A
CONSTRUCTION PLAN
un
CD
5- 2
Ln
a� a
01 -)3
o3
7-7
C,:) 0 Cn
ny
Z Z
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
(OR 1-800-632-4949)
IT'S THE LAW!
R E V I S I O N S

NOTE:
NO DITCH ON NORTH SIDE OF WORTHINGTON ROAD.
o�
EX. 6" PVC WATERLINE O N
z� WORH`•TINGTON ROAD
PP ( 60' R/W X20' +/- ASPHALT PUBLIC)
� o -
EX-R/W
_.._.-_.._.._.._.-_.._.._.._.._.._.._.._.._.._.._.._......... .._.._.-_.._.._.._.._.-_.._.._.._.._.._.._.._.._.._.._.._.._.._.._--_.._.._.-_.._.._.._.._.-_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._-._.._.-------_-------
01
- - a - F -_- r - 1�=E-Ck�'-
56.3C' 5 3. 2 3 -=--r �_ - 5 2 4 "F= 1 ���-� �- _� -�__ x5 U-. 7II� �-- - E o2 -� t- -a �-- -� E-- E- -a �-- ---� E- sol
57.07---
X57.29 56.47 X55.96 X53.60-.�• j k51.58
57. 1 1EX 18" RCP 53.42 EX 15" CPP
k 56. g1 ----------- 6.32-------------3c"'; 1� ---- Eor�------------ 5.4--82------------------------ 50 02
L-----E-0-P -- - t=
-------- - -2-&-_•-- -------------- 51_05 --�eP------------------------------ 50.45 -----------------
�E �I<oP-------------------------------------------------------
CLD _�_-_-_ CLD _� CLD CLID
------------- 4 20 ---- \------- 54 . - -� -- ------------------- 52.58 --------------------- 53D3- A- _ = = - = CLD ♦--------- CLD --- CLD
------------------_ 53.92 I. k5b-65i•_ -X48.93 48.1 EX. R/W
---�---��-- -��----��--- -- �---- -0aE -•ice -- �- --a F-- --�� - F--•---��----�t---•-��----�t------��---��---
_Wp
X GAS
INV 52.56 INV 49.81 TEL i INV 50.04 MARKER
PED i IlNV 50.18
„ !I � BASOEYER FLOODLOODV=49.6
EX. 10" PVC WATERL INE !
500 YEAR FLOOD
I
/nom
J \
0
MATCH NEW PAVEMENT Zcoo
TO EX, GRADE =Q
90 LF 18"RCP
300' TRANS I ST I ON TAPER F@ 1.21%
-1-lrt•1-4- -I.M-F �.�y. 1. �.FF��•. .1.1.- y-
1
i
-----
-------------------- -------;-----------
1 1 ' EP -56.33 EP-- 54.9 1 1 ♦..
47 7
EP -56.2
-------------------------- ------------------
---------------
�� EP=55.52
�- 27
FES •�
FES
INV=53.2
MATCH NEW PAVEMENT
TO EX, GRADE
ROCK PIPE
INLET PROTECTER
PROJECT NO.: P1611-002
DRAWING NO.: 022
150'BAY TAPE
SILT FENCE
120 LF 1 8 "RCP -
@ 0.33%
I,- "I--
00'
--
00' RT. TURN LANE
INLET
PROTECTION
CB ---@..CB__ CB
--- jI-TOH=55-50
EP=55.08 _--
,� EP=53.99��� V`� INV=52.80 � `� � � TOH=54.41 �
� INV=51.71
� � V.- V_
ul
EXSITING CONDITIONS
SCALE:1"= 30'
DRYBORE 8. JACK
16" STEEL ENCASEMENT
65 LF
/ 125'LT.TURN LANE
•ice, -F �.,-I•i�}i.H y..
�..�.
1.■I�i
•+�+. +•
k I NV= APRON WATERLINE� ROCK
FUTURE R/W DAM
' ►..�..i 50-04 CHECK
• ' , �-
Ir
u
ELI'S DRIVE
(60' R/W 36' ASPHALT PUBLIC)
50'
WORHTINGTON ROAD
(60' R/W 20'+/- ASPHALT PUBLIC)
150'BAY TAPER
4-0-1 -0.-1-4-�., rt-�,-F-,-� 1-4-6.�-4 -4 -1- i -H-.
Jli
PROPOSED TURNLANE #1
le
SCALE:1"= 30'
X GAS
MARKER
300'TRANSISTION TAPER
}i.FirtH•}�y.+rt-�M.F•1-�y-}t-�-,rt-1-�_~-i�-#.i.Firty}�.,.frt�l.,.•,.�•,-tt-�..rt•1-i.F••1-i�.._i-1-■
300'TRANSISTION TAPER
O WHITE TURN -LANE LINE 1/2 LENGTH OF BAY.
OR 200', WHICHEVER IS LESS
QB 10' WHITE SKIP LINES
© 2' WHITE MINI -SKIP LINES
EDGE LINE
_ ,2.'3
30' 10
125' STORAGE
TURNLANE STRIPING PLAN
N. T. S.
150' TAPER
..............................
■iii ®-
----------------- - -- - -- - -- - -- -
WETLANDS
i
PRELIMINARY DRAWING
[DO NOV USE FOR
CONSTRUCTION
4.6010
RICHARD A. BROWN. P.E.
CONSTRUCTION PLAN
EFORE YOU DIG!
\ NC�ONE CALL
OLL FREE) /
(OR 1-800-632-4949)
IT'S THE LAW!
R E V I S I O N S
EX. PAVEMENT
w
z z
o--
J
PROPOSED
z w
PAVEMENT
x z
0 v
CONTINUE EXISTING X -SLOPE
3
11 'PER FOOT
MIN.
°00 0 ° 0 °
o Oo
°o O
00 p 0 0 O 0° O 0
0o00000 °0 °T
RA
° °o
PAVEMENT SECTION CONSIST OF: EX.
ROADSIDE
2"
ACSC TYPE9.5A DITCH
TO BE PIPED N-1
3"
ACBC TYPE B 25 -OC AND
BACKFILLED.
8"
CABC BASE
NOTE:
SELECT FILL SHALL BE USED IN AREAS
REQUIRING FIL
UNDER THE TURN LANE.
TURN
LANE SECTION
50'
WORHTINGTON ROAD
(60' R/W 20'+/- ASPHALT PUBLIC)
150'BAY TAPER
4-0-1 -0.-1-4-�., rt-�,-F-,-� 1-4-6.�-4 -4 -1- i -H-.
Jli
PROPOSED TURNLANE #1
le
SCALE:1"= 30'
X GAS
MARKER
300'TRANSISTION TAPER
}i.FirtH•}�y.+rt-�M.F•1-�y-}t-�-,rt-1-�_~-i�-#.i.Firty}�.,.frt�l.,.•,.�•,-tt-�..rt•1-i.F••1-i�.._i-1-■
300'TRANSISTION TAPER
O WHITE TURN -LANE LINE 1/2 LENGTH OF BAY.
OR 200', WHICHEVER IS LESS
QB 10' WHITE SKIP LINES
© 2' WHITE MINI -SKIP LINES
EDGE LINE
_ ,2.'3
30' 10
125' STORAGE
TURNLANE STRIPING PLAN
N. T. S.
150' TAPER
..............................
■iii ®-
----------------- - -- - -- - -- - -- -
WETLANDS
i
PRELIMINARY DRAWING
[DO NOV USE FOR
CONSTRUCTION
4.6010
RICHARD A. BROWN. P.E.
CONSTRUCTION PLAN
EFORE YOU DIG!
\ NC�ONE CALL
OLL FREE) /
(OR 1-800-632-4949)
IT'S THE LAW!
R E V I S I O N S

A_
ELEC o W 78 "CCP aZ
-
BOX-.,k,.R/INV 63.56 cp�,
--__ ------PP . W 18 „CCP '
INV 63. pg 0o e
--------- EXISTING -_ -.r-_.-�- -
�_ PAVEMENT ---------___�" ~ ~ T_. _:- - "RCP -
67.34 ------- -------- EOP t+ _ _ -- _ _: _ - INV 159.15 _----'•-•.
67. -------_-_- _ 66.80---`- - �� - _ _ _ - 18 "RCP -
3 _ •-'--
0 _ INV 59.25 pp� -�
x-33
----------- EOP __ _ 66. p6 64 - - - _ 66 �� - -- -__- - _ _-_-_-- "_---- _ _ ----- �/-..__--- ---. --- - 62.22
--- 3__ ----_- 6 EX -DITCH -�C62,SQ �'-- - _ _----------------- - �r----� ---- --
_ 5. g k63.84 _ _ - -- X ------------------------------------'--- --=� 18'/RCP --- _ k62
_ .65
--- -_
EX. pI TCH �2; 7-----X63-6�4 fi3:r------------ -"---------------- EX. D I TCH--- �� i INV 59.13 _ -
_----___- -------___ _-_-- ------- -------'f_7 -----------�'0. 76_ ------------------------------- -�, �\ --- X62.57 ___----(62-95
----------- 6�-��--- _ - _-_ _ 64. g6 ----- 03 ---------------------- --- -- *61 .20 --- -62.92 _ - _ I
EOP----`' _ "3.13_ _ -
_
EX -DITCH --_ -� �;' = %� _ - - 65' 60 -- ------__ 6�_308_----------X63.83-----------------------------------------At 3.33 - -----��36 -- �c63.38- _ I
- _ _ 2_ 63 52 _ _ 6 9 _
65-60
65.03"----__- -_64_88 _---- -- -------- -----------------4.33 ------------- �C63.93 _- ---x-63 77 EX.DZTCH "-•
- Al
- _--
PAVEMENT SECTION CONSIST OF:
2" ACSC TYPE9.5A
3" ACBC TYPE B 25 -OC
8" CABC BASE
EX. ROADSIDE /
DITCH TO BE PIPED :;��/
AND BACKFILLED.
NOTE:
SELECT FILL SHALL BE USED IN AREAS REQUIRING FIL
UNDER THE TURN LANE.
TURN LANE SECTION
SILT FENCE
ENCE
lNTp LIMITS ALONG
'"7=•�= `e- X_DITCH ---- _ ��., :_�'---------.--64 61------------------------------
-..-
i TE` - ---- -___- �.' .' :.f 64.32 ------------ _-� •- ._---
EX
PED _: -- -�� ----- I `a'� --�- !-- -_ - _\`;.•;;'•;��--------------------------- -----------
A::CLD---------- - "-----------_�;i-.-.._.._.._---------•. GRAVEL
1g RCP "�°�_ _,�: _ :i -- - -�`. -- - ---- -- -"--1_ 1 --- ------=-----
DRVEL INV62-54- `
IVEWgy 18"CCP ~'-----o-----------------i EX.DITCH-----------------�""'-`-_" ---.
INV 62.54 18 "CCP PP 18 "RCP --�-_-f`'�_:=i- �- ------ _----_---- =- _--------
INV 62.49 INV 61.87 18 RCP
EXISTING INV 61.69
EXISTING CONCRETE
GRAVEL DRIVEWAY
DRIVEWAY
Z \ \ -/'
LAURIE ELLIS ROAD
(70' R/W 20'+/- ASPHALT PUBLIC)
EXISTING CONDITIONS
SCALE:1"= 30'
EASEMENTAFORTILTOWNY
oa �, OF WINTERVILLE
LUKES COURT INLET
1(60' R/W BC/BC VARIES PUBLIC) PROTECTION
@ DI
---RIw---.. EXISTING GRADE OF DISTURBANCE �` i �! INLET TOG=62. 40
FUTURE PROTECTION INV=59.25
R jn]� I , - SILT FENCE ALONG
/ b I i// TOG=62.50 LIMITS OF DISTURBANCE
PROP ►` !' INV=59.90 PROPOSED
- T
--____ _ /;�-__--i--'� ►�_`��-•-•�.� 150�BAY TAPER PAVEMEN� - - - PAVEMEN
--------_ Ex.EOP t -- �"`'•- - '- -r- -- -- - -- --- F DISTURgAN •-• .--
---~100'LT-TURN , - -- -� --- --- -- -� NE 150' BAY TAPER W LIMITS O .�.rt�"_" TIE INGRADE
_---- -,- NE - _ _._�.. .. LANE INV= 1 �� 75 RT. TURN LA R/ -r �',. /.�--- - - EXISTING
------- - W EOP - _. _- - _ - _ _-�"�'��'- _ 61 .09Ln _r_ ...�.•_•
_ - _ mss. ��--� ���•--��. •- I -r-r/ F•rti .!�• . _ _ - .---- • =
TI ---- - ___-____ - --- _ -
E INTO _. - --- _____ -__ _.._. _ ._--- - -- ------ .i...ti-t _.-_
.......... - - �- EXISTING GRADE - -- - _ _ - - _ _ - _ _ _ _------_.._---.._ _ ��' 1111111_--- - -.. _ z
NEW _ _ -' _ --'-- - ..._-__ �� i �.. NEW EOP -¢--..
R/�/ _ _ - �B-_- -- coPB, FE=65.5 ---- - _ "---_.. 1_ ---.. 8 RCP @ 0. 68% EP -63.36 1 1' EP=63.03 NEW EOP - _ ---- ►-_ (Y]
-_-- _ EP -63.93
-��_•-�., -_ - _NEW_ Tog - - _- _- _ - , _ --- ------ _ 1 1 ------------- - �-
F----------------------------- g pp W EO
.''-- _ O
LIMITS OF pl���'"�►•-i - _. �'-�- - - _NEW T - FE=65.45 _ -}__ ----- - - - - ---- ---- ----- -----_______ E.63.60 -- w - - - _-----..
STURgQNCE -F�� - ); i°.�,_• - Og _TOP OF B N: -r--------------- _ _ _ _-------------------- __ -- ' - - .�'-o' •.
{-`'►j-'�'';, - _. _ -=4 .K •_ �.• NEW EOP rr---------------------- �'��
RO...-�� - NEW 1 i T E-64.50•'. '' '� _•_----- NEW --Q�_----•-..... •_- _ -- +• .►��'r+ ~ V/1
PROJECT NO.: P1611-002
DRAWING NO.:
023
50'
0
INLETC P I PE 0 OF BANK _ l -------------------------- [2 _..------- W _ ri_,,,.... �- B
ET PROTECT ROCK �.,.. __ANK �`;:. :.•- - ...........•r ti1._•�- rim► rim- i BEFORE YOU DIG
NL ER PIPE ' T ---------------riNEW a. -+ G� NCONE CALL
FREE)
PROPINLET PROTE C ....moi - oe-._- _ =-tea=� _ ._.._- ------------.;.a=��........��-r �•• r D M _
. o 0
75' STORAGE
SED •
TER-HMY_�i: - y+`Fy�Fr - - :-Wit..•-i-� h� ROCK CHECK
GRAVEL D/W PAVEMENT rM..' -
RIPR GRAVEL D/W RIPRAP PER
APRON t- ROCK PIPE APRON 290'TRANSISTION TA
RIPRAP INLET PROTECTER\-CONC•D/W
APRON LAURIE ELLIS ROA
EXISTING 4" WATER MAIN(70' R/W 20'+/- ASPHALT PUBLIC)
EASTERN PINES WATER CORP.
(FIELD VERIFY AND LOCATE)
O WHITE TURN -LANE LINE 1/2 LENGTH OF BAY,
OR 200'. WHICHEVER IS LESS
© 10' WHITE SKIP LINES l� PROPOSED TURNLANE
#2
© 2' WHITE MINI -SKIP LINES SCALE:1"= 30'
EDGE LINE
TURNLANE STRIPING PLAN
N.T.S.
30 15 0 30 .•
GRAPH I C SCALE: 1"= 3o'
150' TAPER
GENERAL NOTES:
1. ALL SEEDING SCHEDULES AND EROSION
CONTROL MAINTENANCE FROM THE SITE
DEVEOPMENT SHALL ALSO APPLY TO
TURNLANE CONSTRUCTION.
2.ALL EXISTING DRIVEWAYS MUST BE RESTORED
TO THEIR ORIGINAL CONDITION IF DAMAGED.
ENSURE SMOOTHE TRANSISTION TO LAURIE ELLIS RD.
3.REPLACE/RELOCATE EXISTING MAILBOXES.
4.CONTINUE 1/4 "/FT. CROSS SLOPE FROM
EXISTING EDGE OF PAVEMENT TO PROPOSED
EDGE OF PAVEMENT.
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
<, A 1221 11
RICHARD A. BROWN, P.E.
CONSTRUCTION PLAN
(OR 1-800-632-4949)
IT'S THE LAW!
R E V I S I O N S

DROP INLET TOP
r
47. 30'
TRASH
RACK
18" WEIR
3"DIA.
43.90 30"OUTLET
I I
�
43.0
12" ONS.
SLAB _ I. - T
12"COMPACTE
STONE
DROP INLET TOP
TOB=
4"DIA.PVC W/ TEE I
& CAP DRILLED W/ I
3" ORIFICE.
30"RCP I
42.5 I
41.5 e • :'12" CONC. SUB.
• : e ,
. e
o
00000 Opo 0
12"COMPACTED STONE
ROCK INLET
PROTECTION
(2'TALL x
4'W x 4'L)
18"W
7'
T
_A---
ED
#57HSTTONE
IP RAP
4"DIA.PVC W/ TEE
8 CAP DRILLED W/
1.0" ORIFICE.
OUTLET STRUCTURE #1 DETAIL
GENERAL NOTES
Planting seasons:
• Trees / Shrubs OCT to JUNE
• Herbaceous Plants (Shallow Land) OCT to JUNE
• Herbaceous Plants (Shallow Water) APRIL to JUNE (recommended)
MID -SEPT to MID -OCT
• Grasses YEAR ROUND
Planting out of season is not recommended. If construction schedule and planting
schedule do not correspond, stabilize banks (Upland Area and Shallow Land) with
appropriate temporary cover crop and erosion control matting until appropriate planting
season.
Plants should be installed as large drifts (i.e., masses of a single species) within their
respective planting areas. Overlapping or weaving of the planting area edges is
recommended.
All plants shall be directly descended from individuals growing wild within 100 miles of
the project site. If suitable stock cannot be obtained, plants of other genetic provenances
N may be utilized with the approval of the local regulatory agencies.
Irrigation may be necessary for Shallow Land and Water zones if prolonged drought
draws water levels 6" or more below normal pool during first summer following plant
installation.
Trees must be identified in the field for easy maintenance after placement in Shallow
Land Area.
DO NOT PLANT CATTAILS. Cattails, although a wetland plant, provide a haven for
mosquitoes and will take over and crowd out other vital vegetation.
44 REBAR 12"O.C.
EACH WAY
V LVL IMI IV L_ JI ILLI
ATTACH POLY LINE B/W
SKIMMER HEAD AND FLOAT
ADJUST LENGTH TO ACHIEVE
0.5' DISTANCE FROM WATER
TO CENTROID OF ORIFICE
FLOAT TETHER FLOAT TO BERM
WITH POLY LINE TO ENABLE
SKIMMER MAINTENANCE
TEMPORARY POOL..... .. .. .......... ....... . ...... OVERFLOW WEIR IN BERM OR
OUTLET STRUCTURE CONTROLS
TEMPORARY POOL ELEVATION
0.5'
PERMANENT POOL
DESIGN 0'5 COUPLING 4" PVC TO OUTFALL
STORAGE „ SEE DETAIL OR OUTLET STRUCTURE
VOLUME 4" PVC INVERT CONTROLS
ARM BETWEEN 10 LF COUPLING PVC SKIMMER PERMANENT POOL ELEVATION
AND SKIMMER HEAD
SKIMMER HEAD
SEE DETAIL
SKIMMER ASSEMBLY DETAIL
PROJECT NO.: P1611^-002
DRAWING NO.: 024
2
43.0
PERM. POOL
IMPACT AREA •I
ZONE 1
979 SF
0.02 AC
ZONE 2
700 SF
0.02 AC
V 0
IV4 NC
Oe3 C^
X20 0
77 sir �. L' •.' 'r��� �' ''fir•
(SEDIMENT BASIN DURING CONSTRUCTION)
♦ \\POND
# 1
1 \
TOI
ELF
GRA
SHE
ELE`
-----_-- .' -- - - -- -Aro'
_----- 9b-- -�
RIPRAP APRON
L=14'
10 W=10'
DEPTH=0.75
TONS=8
ILT FENCE
30' EMERGENCY SPILLWAY
—RIP RAP W/ GEOTEXTILE FABRIC
INV.=46.79
i%''% CLD 42.0
11. 4
VEGE'1'A'1'ED SHELP' Z /"TLET
(6:1 SIDE SLOPES) OJJ
--------------------- ATRUCTURE 1
11
rnn erg �r
/ 43
' �• l / moi, /' \ \ \' \\
.h y'
/
/
/
// RIPRAP APRON
9 b-' L=14'
W= 10'
DEPTH=0.75'
IMPACT AREA #1
1 "= 20'
GENERAL NOTES:
-TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE SHALLOW WATER
AND SHALLOW LAND ZONES PRIOR TO PLACEMENT OF PLANTS.
-SHRUBS SHOULD BE PLANTED IN CLUMPS TO FORM "LANDSCAPE ISLANDS"
RATHER THAN EVENLY SPACED. THE ISLANDS SHOULD BE A MINIMUM OF
6' APART.
-NO SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF THE INLET OR OUTLET
PIPES.
SOIL SPECIFICATIONS
SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS:
PLANT
1.THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER
SHELF AREA
SIMILAR MATERIAL GREATER THAN 2 INCHES.
SHELF AREA
2.SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND,
HERBACEOUS PLANTS
WITH NO MORE THAN 10% CLAY (USDA SOIL TEXTURAL CLASSIFICATION).
3.A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY
SPECIES AND 5% FOR TURF AREAS.
4.THE PMH SHOULD BE BETWEEN 5.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE,
IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO
LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL
MERGENCY SPILLWAY
PRIOR TO USE.
5.TOPSOIL STOCKPILE LOCATION (IF USING ON-SITE SOILS) OR SOURCE OF TOPSIOL IF
AP W GEOTEXTILE FABRIC
/
IMPORTED TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP
1.6.79
FACILITY.
I MEN
-M
9SED
FOR
Pi
JATE
S T 071
FEW
E
-----_-- .' -- - - -- -Aro'
_----- 9b-- -�
RIPRAP APRON
L=14'
10 W=10'
DEPTH=0.75
TONS=8
ILT FENCE
30' EMERGENCY SPILLWAY
—RIP RAP W/ GEOTEXTILE FABRIC
INV.=46.79
i%''% CLD 42.0
11. 4
VEGE'1'A'1'ED SHELP' Z /"TLET
(6:1 SIDE SLOPES) OJJ
--------------------- ATRUCTURE 1
11
rnn erg �r
/ 43
' �• l / moi, /' \ \ \' \\
.h y'
/
/
/
// RIPRAP APRON
9 b-' L=14'
W= 10'
DEPTH=0.75'
IMPACT AREA #1
1 "= 20'
GENERAL NOTES:
-TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE SHALLOW WATER
AND SHALLOW LAND ZONES PRIOR TO PLACEMENT OF PLANTS.
-SHRUBS SHOULD BE PLANTED IN CLUMPS TO FORM "LANDSCAPE ISLANDS"
RATHER THAN EVENLY SPACED. THE ISLANDS SHOULD BE A MINIMUM OF
6' APART.
-NO SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF THE INLET OR OUTLET
PIPES.
SOIL SPECIFICATIONS
EXCAVATE FORBAY BOTTOM TO ELEVATION 38.0' "--------------- J
TO ALLOW FOR SEDIMENT STORAGE DURING
CONSTRUCTION EXCAVATE POND BOTTOM TO ELEVATION 37.0'
WET DETENTION POND DETAIL A -A TO ALLOW FOR SEDIMENT STORAGE DURING
THROUGH BOLTED
STAINLESS STEEL EYE
FOR FLOAT ATTACHMENT
SECURE CLOTH AROUND
SKIMMER HEAD WITH A
STAINLESS STEEL PIPE
FLATTEN INTO DUCKBILL
SHAPE 0.75' FROM END
OF CAP WITH CABLE TIES
SCALE: 1" = 30'
4" PVC SKIMMER ARM
4" PVC CAP W/ 2.25"ORIFICE
DRILLED IN CENTER
ALVANIZED WIRE CLOTH
TRASH SCREEN OVER PVC CAP
MAXIMUM WIRE SPACING 0.5"
SKIMMER HEAD DETAIL
SCALE: N.T.S.
CONSTRUCTION
PLANTS FOR SUBMERGED AND PARTIALLY
SUBMERGED VEGETATIVE SHELVES
Botanical Name
Asclepias incarnara
Carex tenera
Chelone glabra
Eupatoriadelphus dubius
Eupatoriadelphus fistulosus
Eupatoriadelphus maculates
Hibiscus coccineus
Hibiscus laevis
Kosteletzkya virginica
Lobelia cardinalis
Lobella elongata
Lobella siphilitica
Rhynchospora colorata
Saccharum baldwinii
Common Name
Swamp Milkweed
Quill sedge
White Turtlehead
Dwarf Joe Pye Weed
Joe Pye Weed
Spotted trumpetweed
Scarlet rose mallow
Halberdleaf rosemallow
Seashore Mallow
Cardinal flower
Longleaf lobelia
Great blue Lobelia
Starrush whitetop
Norrow plumegrass
THE FOLLOWING CRITERIA APPLY TO VEGETATION IN AND AROUND THE WET POND:
(o) THE DAM STRUCTURE. INCLUDING FRONT AND BACK EMBANKMENT SLOPES OF
THE POND SHALL BE VEGETATED WITH NON -CLUMPING TURF GRASS: TREES
AND WOODY SHRUBS SHALL NOT BE ALLOWED:
(b) THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE
SPECIES OF HERBACEOUS, NATIVE VEGETATION AT A MINIMUM DENSITY OF
50 PLANTS PER 200 SQUARE FEET OF SHELF AREA.
30 15 0 30 60
GRAPHIC SCALE: 1 "= 30'
PLANTING SPECIFICATIONS:
-FOR EROSION CONTROL PLANTING AND BANK STABILIZATION (UPLAND AREA) FOLLOW EROSION
CONTROL SEEDING SCHEDULE.
-UTILIZE A 90 -DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS.
-PLACE 3 OR 4 INCHES OF QUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS.
THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING
SOIL AS NECESSARY BASED ON SOIL ANALYSIS RESULTS.
-THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION.
CONSIDER CONSTRUCTION SEQUENCING SO THAT PLANTS CAN BE PLANTED AND THE POND
CAN BE BROUGHT ONLINE WITHIN 14 DAYS.
VEGETATION SCHEDULE
SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS:
PLANT
1.THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER
SHELF AREA
SIMILAR MATERIAL GREATER THAN 2 INCHES.
SHELF AREA
2.SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND,
HERBACEOUS PLANTS
WITH NO MORE THAN 10% CLAY (USDA SOIL TEXTURAL CLASSIFICATION).
3.A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY
SPECIES AND 5% FOR TURF AREAS.
4.THE PMH SHOULD BE BETWEEN 5.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE,
IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO
LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL
MERGENCY SPILLWAY
PRIOR TO USE.
5.TOPSOIL STOCKPILE LOCATION (IF USING ON-SITE SOILS) OR SOURCE OF TOPSIOL IF
AP W GEOTEXTILE FABRIC
/
IMPORTED TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP
1.6.79
FACILITY.
EXCAVATE FORBAY BOTTOM TO ELEVATION 38.0' "--------------- J
TO ALLOW FOR SEDIMENT STORAGE DURING
CONSTRUCTION EXCAVATE POND BOTTOM TO ELEVATION 37.0'
WET DETENTION POND DETAIL A -A TO ALLOW FOR SEDIMENT STORAGE DURING
THROUGH BOLTED
STAINLESS STEEL EYE
FOR FLOAT ATTACHMENT
SECURE CLOTH AROUND
SKIMMER HEAD WITH A
STAINLESS STEEL PIPE
FLATTEN INTO DUCKBILL
SHAPE 0.75' FROM END
OF CAP WITH CABLE TIES
SCALE: 1" = 30'
4" PVC SKIMMER ARM
4" PVC CAP W/ 2.25"ORIFICE
DRILLED IN CENTER
ALVANIZED WIRE CLOTH
TRASH SCREEN OVER PVC CAP
MAXIMUM WIRE SPACING 0.5"
SKIMMER HEAD DETAIL
SCALE: N.T.S.
CONSTRUCTION
PLANTS FOR SUBMERGED AND PARTIALLY
SUBMERGED VEGETATIVE SHELVES
Botanical Name
Asclepias incarnara
Carex tenera
Chelone glabra
Eupatoriadelphus dubius
Eupatoriadelphus fistulosus
Eupatoriadelphus maculates
Hibiscus coccineus
Hibiscus laevis
Kosteletzkya virginica
Lobelia cardinalis
Lobella elongata
Lobella siphilitica
Rhynchospora colorata
Saccharum baldwinii
Common Name
Swamp Milkweed
Quill sedge
White Turtlehead
Dwarf Joe Pye Weed
Joe Pye Weed
Spotted trumpetweed
Scarlet rose mallow
Halberdleaf rosemallow
Seashore Mallow
Cardinal flower
Longleaf lobelia
Great blue Lobelia
Starrush whitetop
Norrow plumegrass
THE FOLLOWING CRITERIA APPLY TO VEGETATION IN AND AROUND THE WET POND:
(o) THE DAM STRUCTURE. INCLUDING FRONT AND BACK EMBANKMENT SLOPES OF
THE POND SHALL BE VEGETATED WITH NON -CLUMPING TURF GRASS: TREES
AND WOODY SHRUBS SHALL NOT BE ALLOWED:
(b) THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE
SPECIES OF HERBACEOUS, NATIVE VEGETATION AT A MINIMUM DENSITY OF
50 PLANTS PER 200 SQUARE FEET OF SHELF AREA.
30 15 0 30 60
GRAPHIC SCALE: 1 "= 30'
PLANTING SPECIFICATIONS:
-FOR EROSION CONTROL PLANTING AND BANK STABILIZATION (UPLAND AREA) FOLLOW EROSION
CONTROL SEEDING SCHEDULE.
-UTILIZE A 90 -DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS.
-PLACE 3 OR 4 INCHES OF QUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS.
THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING
SOIL AS NECESSARY BASED ON SOIL ANALYSIS RESULTS.
-THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION.
CONSIDER CONSTRUCTION SEQUENCING SO THAT PLANTS CAN BE PLANTED AND THE POND
CAN BE BROUGHT ONLINE WITHIN 14 DAYS.
VEGETATION SCHEDULE
SQ. FT. IN
PLANT
# PLANTS OF
CATEGORY
SHELF AREA
CATEGORY
SHELF AREA
1,956 SOFT.
HERBACEOUS PLANTS
489
PLANT REQUIREMENTS:
SELECT PLANTS FROM THE WETLAND PLANT LIST ABOVE.
A MINIMUM OF TEN (10) DIFFERENT SPECIES, WITH NO MORE THAN
30% OF A SINGLE SPECIES.
A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS
FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR
AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD, ALL
PLANTS THAT DO NOT SURVIVE MUST BE REPLACED.
THE DESIGN FOR PLANTINGS SHALL MINIMIZE THE NEED FOR HERBICIDES,
FERTILIZERS, PESITICIDES, OR SOIL AMENDMENTS AT ANY TIME BEFORE.
DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS
SHALL BE DESIGNED TO MINIMIZE THE NEED FOR MOWING. PRUNING AND
IRRIGATION.
PLANT MATERIAL SHOULD BE PURCHASED FROM A SIMILAR PROVENANCE OR
LOCAL SOURCE TO ENSURE SURVIVABILITY.
PRELIMINARY DRAWING
[WNOT UFO
0 SE R
CONSTRUCTION
CONSTRUCTION PLAN
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
(OR 1-800-632-4949)
IT'S THE LAW!
R E V I S I O N S
4
6lg
RICHARD
A. BROWN, P.E.
CONSTRUCTION PLAN
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
(OR 1-800-632-4949)
IT'S THE LAW!
R E V I S I O N S

' --- - -
RIPARIAN
BUFFER
LLI
CL �••'
ry •�••i
JJ
v v
Q Q
' Q M
v �
A
RIPRAP APRON
L=12'
W=8'
DEPTH= 1.0' •-
IJB-
30
" CP @ 0.61%
.I
IMPACT
VEGETATED SHELF 1"= 20'
(6:1 SIDE SLOPES)
GENERAL NOTES
Planting seasons:
• Trees / Shrubs OCT to JUNE
• Herbaceous Plants (Shallow Land) OCT to JUNE
• Herbaceous Plants (Shallow Water) APRIL to JUNE (recommended)
MID -SEPT to MID -OCT
• Grasses YEAR ROUND
Planting out of season is not recommended. If construction schedule and planting
schedule do not correspond, stabilize banks (Upland Area and Shallow Land) with
appropriate temporary cover crop and erosion control matting until appropriate planting
season.
Plants should be installed as large drifts (i.e., masses of a single species) within their
respective planting areas. Overlapping or weaving of the planting area edges is
recommended.
All plants shall be directly descended from individuals growing wild within 100 miles of
the project site. If suitable stock cannot be obtained, plants of other genetic provenances
may be utilized with the approval of the local regulatory agencies.
Irrigation may be necessary for Shallow Land and Water zones if prolonged drought
draws water levels 6" or more below normal pool during first summer following plant
installation.
Trees must be identified in the field for easy maintenance after placement in Shallow
Land Area.
DO NOT PLANT CATTAILS. Cattails, although a wetland plant, provide a haven for
mosquitoes and will take over and crowd out other vital vegetation.
IMPACT AREA •2
ZONE 1
881 SF
0.02 AC
ZONE 2
444 SF
d`
\ 1
\
Eupatoriadelphus dubius
Dwarf Joe Pye Weed
Eupatoriadelphus fistulosus
Joe Pye Weed
�-------_�----
—/
-�• —'T
� _.�-•-"-"—_-Wit___—_—
—
Halberdleaf rosemallow
Kosteletzkya virginica
Seashore Mallow
Lobelia cardinalis
Cardinal flower
Lobella elongata
Longleaf lobelia
Lobella siphili.tiea
Great blue Lobelia
Rhynchospora colorata
Starrush whitetop
Saccharum baldwinii
Norrow plumegrass
51
CTT
CD
lz
f
o
Q o'-- - '-
ui
LL_
51
�1
�- W
(Y m
O
.
'
I z
i
••�.•�••�• ��'
Q o'
I Q LW C�Fal
IMPACT
VEGETATED SHELF 1"= 20'
(6:1 SIDE SLOPES)
GENERAL NOTES
Planting seasons:
• Trees / Shrubs OCT to JUNE
• Herbaceous Plants (Shallow Land) OCT to JUNE
• Herbaceous Plants (Shallow Water) APRIL to JUNE (recommended)
MID -SEPT to MID -OCT
• Grasses YEAR ROUND
Planting out of season is not recommended. If construction schedule and planting
schedule do not correspond, stabilize banks (Upland Area and Shallow Land) with
appropriate temporary cover crop and erosion control matting until appropriate planting
season.
Plants should be installed as large drifts (i.e., masses of a single species) within their
respective planting areas. Overlapping or weaving of the planting area edges is
recommended.
All plants shall be directly descended from individuals growing wild within 100 miles of
the project site. If suitable stock cannot be obtained, plants of other genetic provenances
may be utilized with the approval of the local regulatory agencies.
Irrigation may be necessary for Shallow Land and Water zones if prolonged drought
draws water levels 6" or more below normal pool during first summer following plant
installation.
Trees must be identified in the field for easy maintenance after placement in Shallow
Land Area.
DO NOT PLANT CATTAILS. Cattails, although a wetland plant, provide a haven for
mosquitoes and will take over and crowd out other vital vegetation.
IMPACT AREA •2
ZONE 1
881 SF
0.02 AC
ZONE 2
444 SF
0.01 AC
AREA # 2
yyRR SEDIMENT BASIN
^�
CJI ING CONSTRU/CTION)
-
0 N D
/
, / M
T/R E A T NYL N T
P0 01 ,,,
�l` y �R 0.
1� /
tii�t iy/R
R� -
/OUTLET, ,' _ -' /
100 YEAR
FLOOD �/ STR,[. TURE #2 //
7 3
71 72 1 i �♦
,.
TOP OF POND
ELV.47.0
1st FLUSH=43.32
a PERMAI
VEGETATED
SHELF
500 YEAR i / '5i 2 - SILT FENCE
-•.�� FLOOD
��'•�.•�..�.- RIRRAP APRON
C\2, L=14'
74 1,0 W410' 75
DEpTH=0.75'
TO S=8
,
TOB=
47.0 3�l
2.5'WEIR I
EACH SIDE
36"RCP
INLET TOP
.50'
2.5'WEIR
EACH SID
12"DIA.ORIFICE
43.32 36"0UTLET
42.5
0
i\\\i
° .•12" DNC. SLAB
OP INLET TOP 12"COMPACTE
STONE
' TRASH ROCK INLET
RACK PROTECTION
(2'TALL x
:3t LJ
" 4'W x 4'L)
9:1.2
EACH 12 DIA.
SIDE ORIFICE
7'
5 . • :;i2' cove. siAe: • — — —� �-WASHED
#57 STONE
(�0 Q RIP RAP
000 0
12"COMPACTED STONE 4"DIA.PVC W/ TEE
8 CAP DRILLED W/
2.25" ORIFICE. vLVL,„,ivL JLLI
OUTLET STRUCTURE #2 DETAIL 1
SCALE: N.T.S. (�
FLAGGED r
--YYE`t ANDS �
LITE ---8b--------------
............... FOREBAY
�•• % VEGETATED SHELF
"TETATED SHE .,•; ' • (6:1 SIDE SLOPES)
(6:1 SIDE SLOPES)
-------- - ---6b ^�------ - ----------
#4 REBAR 12"O.C.
EACH WAY
7
n`
- rrr*rrr*r**rrrr 4 r " rrrrrrrrrrrrrrrrfr
50 49 -
42.5
PERM. POOL
PLANTS FOR SUBMERGED AND PARTIALLY
SUBMERGED VEGETATIVE SHELVES
Botanical Name
Common Name
Asclepias incarnara
Swamp Milkweed
Carex tenera
Quill sedge
Chelone glabra
White Turtlehead
Eupatoriadelphus dubius
Dwarf Joe Pye Weed
Eupatoriadelphus fistulosus
Joe Pye Weed
Eupatoriadelphus maculates
Spotted trumpetweed
Hibiscus eoeeinees
Scarlet rose mallow
Hibiscus laevis
Halberdleaf rosemallow
Kosteletzkya virginica
Seashore Mallow
Lobelia cardinalis
Cardinal flower
Lobella elongata
Longleaf lobelia
Lobella siphili.tiea
Great blue Lobelia
Rhynchospora colorata
Starrush whitetop
Saccharum baldwinii
Norrow plumegrass
lz
500 YEAR i / '5i 2 - SILT FENCE
-•.�� FLOOD
��'•�.•�..�.- RIRRAP APRON
C\2, L=14'
74 1,0 W410' 75
DEpTH=0.75'
TO S=8
,
TOB=
47.0 3�l
2.5'WEIR I
EACH SIDE
36"RCP
INLET TOP
.50'
2.5'WEIR
EACH SID
12"DIA.ORIFICE
43.32 36"0UTLET
42.5
0
i\\\i
° .•12" DNC. SLAB
OP INLET TOP 12"COMPACTE
STONE
' TRASH ROCK INLET
RACK PROTECTION
(2'TALL x
:3t LJ
" 4'W x 4'L)
9:1.2
EACH 12 DIA.
SIDE ORIFICE
7'
5 . • :;i2' cove. siAe: • — — —� �-WASHED
#57 STONE
(�0 Q RIP RAP
000 0
12"COMPACTED STONE 4"DIA.PVC W/ TEE
8 CAP DRILLED W/
2.25" ORIFICE. vLVL,„,ivL JLLI
OUTLET STRUCTURE #2 DETAIL 1
SCALE: N.T.S. (�
FLAGGED r
--YYE`t ANDS �
LITE ---8b--------------
............... FOREBAY
�•• % VEGETATED SHELF
"TETATED SHE .,•; ' • (6:1 SIDE SLOPES)
(6:1 SIDE SLOPES)
-------- - ---6b ^�------ - ----------
#4 REBAR 12"O.C.
EACH WAY
7
n`
- rrr*rrr*r**rrrr 4 r " rrrrrrrrrrrrrrrrfr
50 49 -
42.5
PERM. POOL
PLANTS FOR SUBMERGED AND PARTIALLY
SUBMERGED VEGETATIVE SHELVES
Botanical Name
Common Name
Asclepias incarnara
Swamp Milkweed
Carex tenera
Quill sedge
Chelone glabra
White Turtlehead
Eupatoriadelphus dubius
Dwarf Joe Pye Weed
Eupatoriadelphus fistulosus
Joe Pye Weed
Eupatoriadelphus maculates
Spotted trumpetweed
Hibiscus eoeeinees
Scarlet rose mallow
Hibiscus laevis
Halberdleaf rosemallow
Kosteletzkya virginica
Seashore Mallow
Lobelia cardinalis
Cardinal flower
Lobella elongata
Longleaf lobelia
Lobella siphili.tiea
Great blue Lobelia
Rhynchospora colorata
Starrush whitetop
Saccharum baldwinii
Norrow plumegrass
THE FOLLOWING CRITERIA APPLY TO VEGETATION IN AND AROUND THE WET POND:
(o) THE DAM STRUCTURE, INCLUDING FRONT AND BACK EMBANKMENT SLOPES OF
THE POND SHALL BE VEGETATED WITH NON -CLUMPING TURF GRASS: TREES
AND WOODY SHRUBS SHALL NOT BE ALLOWED:
(b) THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE
SPECIES OF HERBACEOUS. NATIVE VEGETATION AT A MINIMUM DENSITY OF
50 PLANTS PER 200 SQUARE FEET OF SHELF AREA.
GENERAL NOTES:
-TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE SHALLOW WATER
\ AND SHALLOW LAND ZONES PRIOR TO PLACEMENT OF PLANTS.
-SHRUBS SHOULD BE PLANTED IN CLUMPS TO FORM "LANDSCAPE ISLANDS”
RATHER THAN EVENLY SPACED. THE ISLANDS SHOULD BE A MINIMUM OF
6' APART.
-NO SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF THE INLET OR OUTLET
PIPES.
X90 �
SOIL SPECIFICATIONS
`•'`'•�• ��rO SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS:
•` 1.THE SOIL MIX: MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER
J SIMILAR MATERIAL GREATER THAN 2 INCHES.
2.SOIL TEXTURE: OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND,
WITH NO MORE. THAN 10% CLAY (USDA SOIL TEXTURAL CLASSIFICATION).
3.A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY
A SPECIES AND 5% FOR TURF AREAS.
4.THE PH SHOULD BE BETWEEN 5.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE,
IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO
LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL
PRIOR TO USE.
5.TOPSOIL STOCKPILE LOCATION (IF USING ON-SITE SOILS) OR SOURCE OF TOPSIOL IF
IMPORTED TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP
FACILITY.
PLANTING SPECIFICATIONS:
•�•� -FOR EROSION CONTROL PLANTING AND BANK STABILIZATION (UPLAND AREA) FOLLOW EROSION
•� CONTROL SEEDING SCHEDULE.
-UTILIZE A 90 -DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS.
-PLACE 3 OR 4 INCHES OF QUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS.
THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING
SOIL AS NECESSARY BASED ON SOIL ANALYSIS RESULTS.
51 - - - - - �•.!9� -THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION.
•� CONSIDER CONSTRUCTION SEQUENCING SO THAT PLANTS CAN BE PLANTED AND THE POND
;.�. ••�• CAN BE BROUGHT ONLINE WITHIN 14 DAYS.
_ �,•cS-- __ 00 SILT FENCE �.•�
i ,- -� I co •�•'
\ ,� '`• 77
I a , RIPRAP APRON •loo•
\\ i `� ��� I I DEPTH=1.0'-
1 TONS=9
10 YEAR=4
\00 FOREBAY
BOTTOM ELV. 0 o00 0 00 0Q00 C O0 0D_( 0 00 0 0/
eo0 oQ0oe00 00 00 00 0 o 1' SEDIMENT STORAGE o0 000 00 QO0 0 0T9 38.00 -
EXCAVATE POND BOTTOM TO ELEVATION 35.0'
------------------- - -
TO ALLOW FOR SEDIMENT STORAGE DURING WET DETENTION POND DETAIL A -A
CONSTRUCTION EXCAVATE FORBAY BOTTOM TO
ELEVATION 37.0'TO ALLOW FOR
SEDIMENT STORAGE DURING SCALE: 1" = 30'
CONSTRUCTION
PROJECT NO.: P1611-002
DRAWING NO.: 025
FLOAT
TEMPORARY POOL
0.5'
PERMANENTPOOL
fi
ATTACH POLY LINE B/W
SKIMMER HEAD AND FLOAT
ADJUST LENGTH TO ACHIEVE
0.5' DISTANCE FROM WATER
TO CENTROID OF ORIFICE
TETHER FLOAT TO BERM
WITH POLY LINE TO ENABLE
SKIMMER MAINTENANCE
OVERFLOW WEIR IN BERM OR
OUTLET STRUCTURE CONTROLS
TEMPORARY POOL ELEVATION
DESIGN 0'5' COUPLING 4" PVC TO OUTFALL
STORAGE„ SEE DETAIL OR OUTLET STRUCTURE
VOLUME
10 LF 4" PVC SKIMMER 4 PVC INVERT CONTROLS
ARM BETWEEN COUPLING PERMANENT POOL ELEVATION
AND SKIMMER HEAD
SKIMMER HEAD
SEE DETAIL
SKIMMER ASSEMBLY DETAIL 2
SCALE: N.T.S.
THROUGH BOLTED
STAINLESS STEEL EYE
FOR FLOAT ATTACHMENT
SECURE CLOTH AROUND
SKIMMER HEAD WITH A
r�TATNI FSS STFFI PTP
FLATTEN INTO DUCKBILL
SHAPE 0.75' FROM END
OF CAP WITH CABLE TIES
30 15 0 30 60
GRAPH I C SCALE: 1 "= 30'
0 4" PVC SKIMMER ARM
4" PVC CAP W/ 3"ORIFICE
DRILLED IN CENTER
3ALVANIZED WIRE CLOTH
TRASH SCREEN OVER PVC CAP
MAXIMUM WIRE SPACING 0.5"
SKIMMER HEAD DETAIL
SCALE: N.T.S.
TOP OF
SWALE =47.0
BOTTOM OF
SWALE =43.0
FOREBAY
BOTTOM ELV.
38.00
i0p0o 0o 0000 e 0( 000 00 Oopo 00000 00 O 00
-----------------------------
VEGETATED
SHELF
EXCAVATE FORBAY BOTTOM TO ELEVATION 38.0'
TO ALLOW FOR SEDIMENT STORAGE DURING?
CONSTRUCTION
VEGETATION SCHEDULE
# PLANTS OF
SQ. FT. IN
PLANT
ORY IN
SHELF AREA
CATEGORY
SHELFAREA
7,174 SO.FT.
HERBACEOUS PLANTS
1,794
PLANT REQUIREMENTS:
SELECT PLANTS FROM THE WETLAND PLANT LIST ABOVE.
A MINIMUM OF TEN (10) DIFFERENT SPECIES, WITH NO MORE THAN BEFORE YOU DIG:
30% OF A SINGLE SPECIES. NC ONE CALL
A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS (TOLL FREE)
FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR
AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD, ALL
PLANTS THAT DO NOT SURVIVE MUST BE REPLACED. 0
THE DESIGN FOR PLANTINGS SHALL MINIMIZE THE NEED FOR HERBICIDES, O
FERTILIZERS, PESITICIDES. OR SOIL AMENDMENTS AT ANY TIME BEFORE,
DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS
SHALL BE DESIGNED TO MINIMIZE THE NEED FOR MOWING. PRUNING AND
IRRIGATION. �D
PLANT MATERIAL SHOULD BE PURCHASED FROM A SIMILAR PROVENANCE OR (OR 1 -800-632-4949 )
LOCAL SOURCE TO ENSURE SURVIVABILITY. IT'S THE LAW
R E V I S I O N S
BY I N0. I DATE
nM 1 1 4/19/19 I FCP FnMMFNTS
PRELIMINARY DRAWING
D� NOT USE FOR
CONSTRUCTION
CONSTRUCTION PLAN
STORMWATER DETENTION POND *2
L PS IR I D G j FLIF,
�- O�� 'aREFERENCE: A PORTION OF THIS PROPERTY IS RECORDED IN
1p� S II� 000p.�� GgSIONq + "4, DEED BOOK 1234. PAGE 149 OF TE PITT COUNTY REGISTRY.
&0:;Qo ;; WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
:Z; `•' 5 ;
4' BOTTOM = s OWNER: BILL CLARK HOMES OF
z o GREENVILLE, LLC
�L•. EN4�N•�- aa,, ADDRESS: 200 E. ARLINGTON BLVD.
''•, - ` GREENVILLE. NC 27858
��'''�;;,•�P'�a� PHONE: [phone]
SWALE DETAIL B- B DESIGNED: RAB DATE: 4/10/19
AASTROUD ENGINEERING, P.A. DRAWN: LHJ SCALE:
SCALE: N.T.S. V IOT-8 COMMERCE STREET 1 =30
GREENVILLE. NORTN CAROLINA 27858 APPROVED: RAB
RICHARD A. BROWN. P.E. 12521 756-9352 SHEETC25oF 2g
LiceNse NO.c-067

TOB=
47.0
2.5'WEIR
EACH SID
36"RCP
2.5'WEIR
EACH SID
DROP INLET 12"COMPACTE
TOP STONE
TRASH
RACK
SIDE �1 R I F ICE
' �" ORIFICE
41.5 : e : e12 �CONC. SLAB
0 010 - O
oOQoo Quo 0
12"COMPACTED STONE
r DROP INLET TOP
.50'
ROCK INLET
PROTECTION
(2'TALL x
4'W x 4'L)
— — #57HEDONE
RIP RAP
_4"DIA.PVC W/ TEE
& CAP DRILLED W/
?g;" narprrp
VL UI_ 1 M 1 1 v L JI ILLI
OUTLET STRUCTURE #3 DETAIL
l
1
1
I
I
42.5
PERM. POOL
1
1
i
1
ATTACH POLY LINE B/W �%
00
SKIMMER HEAD AND FLOAT v;
i
AX
�••�•• �9b,, O ,gyp ��,
GENERAL NOTES
Planting seasons:
• Trees / Shrubs OCT to JUNE
• Herbaceous Plants (Shallow Land) OCT to JUNE
• Herbaceous Plants (Shallow Water) APRIL to JUNE (recommended)
MID -SEPT to MID -OCT
• Grasses YEAR ROUND
Planting out of season is not recommended. If construction schedule and planting
schedule do not correspond, stabilize banks (Upland Area and Shallow Land) with
appropriate temporary cover crop and erosion control matting until appropriate planting
,�
12"DIA.ORIFICE
43.45
36"OUTLET
I
42.5
\
\
••` `\
CATEGORY
SHELFAREA
#4 REBAR 12"O. C.
g�p�
00.
00
0 EACH WAY
(
ROCK INLET
PROTECTION
(2'TALL x
4'W x 4'L)
— — #57HEDONE
RIP RAP
_4"DIA.PVC W/ TEE
& CAP DRILLED W/
?g;" narprrp
VL UI_ 1 M 1 1 v L JI ILLI
OUTLET STRUCTURE #3 DETAIL
l
1
1
I
I
42.5
PERM. POOL
1
1
i
1
ATTACH POLY LINE B/W �%
00
SKIMMER HEAD AND FLOAT v;
i
AX
�••�•• �9b,, O ,gyp ��,
GENERAL NOTES
Planting seasons:
• Trees / Shrubs OCT to JUNE
• Herbaceous Plants (Shallow Land) OCT to JUNE
• Herbaceous Plants (Shallow Water) APRIL to JUNE (recommended)
MID -SEPT to MID -OCT
• Grasses YEAR ROUND
Planting out of season is not recommended. If construction schedule and planting
schedule do not correspond, stabilize banks (Upland Area and Shallow Land) with
appropriate temporary cover crop and erosion control matting until appropriate planting
,�
•�•
C�� 0
# PLANTS OFCATEGORY
season.
PLANT
\
••` `\
CATEGORY
SHELFAREA
4.655 SQ.FT.
co
ID,
1164
'•�
OQ>
Plants should be installed as large drifts (i.e., masses of a single species) within their
Overlapping is
F'371
• Q' I `•
\
\
'�.•
P
Q'
respective planting areas. or weaving of the planting area edges
P``'
\
\
'
recommended.
a°
lbw
\ ''�.• i
�.
t
All plants shall be directly descended from individuals growing wild within 100 miles of
STt TURE #3
•'�•.
the project site. If suitable stock cannot be obtained, plants of other genetic provenances
6 37
yj�
may be utilized with the approval of the local regulatory agencies.
A MINIMUM OF TEN (10) DIFFERENT SPECIES, WITH NO MORE THAN
30% OF A SINGLE SPECIES.
\
i
Irrigation may be necessary for Shallow Land and Water zones if prolonged drought
I
I
draws water levels 6" or more below normal pool during first summer following plant
g
I
installation.
L
I
••
Ln.
Trees must be identified in the field for easy maintenance after placement in Shallow
,�
•�
I\
\
�T
Land Area.
)�
W=9'
FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR
W=12'
=12
DEPTH=1.0'
--_-• --------- _ --
---
J __ i ,4 i _ i i _—,4 i ,4 i i %6_4 _'A 4--
rrrr rrrrrrr
_—i ,4 ,4 ,4,4 444 __ i 1&'A 'A � 'k' k a ,A i & � � � 44%6 'Ali- � � � �
-*rfrrr**
R �
RCA
DEPTAND
` H=1.0'
DO NOT PLANT CATTAILS. Cattails, although a wetland plant, provide a haven for
I
rrrrrrrrr*rr rrrrrrrrlrrr
I
mosquitoes and will take over and crowd out other vital vegetation.
TONS=9
.
TONS= 15 _
_ -
\
45 44
,,� I
j
DESIGN PLANTINGS THE
---------
d i
\
PESITICIDES.SORLSOMLNIMIZE
FERTTHE
ILIZERSFOR
AMENDMENTSNATDANDRTIMEBBEFORE.
100' EMERGENCY SPILLWAY
7
\
DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS
RIP RAP W/ GEOTEXTILE FABRIC
F, _ _
_ -- -
/ __
----"'-,_
SHALL DESIGNED TO MINIMIZE THE NEED FOR MOWING, PRUNING AND
INV.=46.10
-- -- — _ —
—_ —_�
— — y _ _ — — — — — — — — -_ — — _- —
\ Co
_
TI N.
IRRIGATION.
--------4
I
_ - - - - 47-----___--_------------------
______----� --� _ _ _ _- �-=-_ -
I
�--__----
-���'�'�
R
R M A SIMILAR PROVENANCE OR
LOCAL SOURCEATOSENSUREBSURVRVABILDITY.O
-------------
�I'====___________------ -------------------
L►�-------------- - - - -
\ \
a
i
---
1
—100' EMERGENCY SPILLWAY
TOP
RIP RAP W/ GEOTEXTILE FABRIC
TOP
42.0'
306.0' 1
ELEV.47.8
INV.=46.10
ELEV.47.8
4" PVC SKIMMER
�B-Aa
SEDIM
URIIV
ONST
TION)��;
1
ADJUST LENGTH TO ACHIEVE
0.5 DISTANCE FROM WATERB�
TO CENTROID OF ORIFICE P RAI ' 4t_'
I1
FLOAT TETHER FLOAT TO BERM ! i A 1 I `
' ♦ I
WITH POLY LINE TO ENABLE
SKIMMER MAINTENANCE — % I i UPLANDS \ `� �•` i
OVERFLOW WEIR IN BERM OR ! ��
...-i.-TEMPORARY--POOL---- --- -------------------------- \ GR UMEDR-SHELF TO
OUTLET STRUCTURE CONTROLS ' �/ ' ' \ •��• 1
TEMPORARY POOL ELEVATION ��• i ,� i TENUATE GE�STORMS `� `� �' �•
0.5'IF
I / I I �� \ \ •` 1
�i �\ �\ `•. •�
PERMANENT POOL It
DESIGN
0.5' ...... ' COUPLING 4" PVC TO OUTFALL Q �{ — i / �`� �` ' • �.
STORAGE SEE DETAIL OR OUTLET STRUCTURE J
VOLUME 4" PVC INVERT CONTROLS
10 LF 4 PVC SKIMMER
ARM BETWEEN COUPLING PERMANENT POOL ELEVATION
00
•� i 1
AND SKIMMER HEAD 1
• ' EGETAT SHELF' '
SKIMMER HEAD i �� = �------- .•
-------- --G------- (6:1 SLOES) \\
y ilk
SEE DETAIL j yr -i --�4_ *,�
— �-��-,-rrrry�r*{'��Trrr�rr*ir��i,�_rrr -���,� .c,������I
SKIMMER ASSEMBLY DETAIL 2 43 �' . 41 rrT-rr**-r****�r**�r ������
SCALE: N.T.S. (+ G' 1 N y; 0 r --r *- r r r r r141
r�
THROUGH BOLTED
STAINLESS STFFI FYF
FOR FLOA
SECURE CLOTH
SKIMMER HEAD
STAINLESS STEEL PIPE
4" PVC SKIMMER ARM
4" PVC CAP W/ 3" ORIFICE
DRILLED IN CENTER
FLATTEN INTO DUCKBILL GALVANIZED WIRE CLOTH
SHAPE 0.75' FROM END TRASH SCREEN OVER PVC CAP
OF CAP WITH CABLE TIES MAXIMUM WIRE SPACING 0.5"
SKIMMER HEAD DETAIL K_3�
VEGETATED
SHELF 3
�1
FOREBAY BOTTOM °°°o�
ELV. 37.00
6.0'
SCALE: N.T.S.
PROJECT NO.: P1611,-002
DRAWING NO.: 026
MEMMMMORM
� B ,�ff
-gym �.,,.r.,,���.....��....,■�..,..- />/
8 �'
000
000, 1
PLANTS FOR SUBMERGED AND PARTIALLY
SUBMERGED VEGETATIVE SHELVES
Botanical Name
Asclepias incarnara
Carex tenera
Chelone glabra
Eupatoriadelphus dubius
Eupatoriadelphus fistulosus
Eupatoriadelphus maculates
Hibiscus coccineus
Hibiscus laevis
Kosteletzkya virginica
Lobelia cardinalis
Lobella elongata
Lobella siphilitica
Rhynchospora colorata
Saccharum baldwinii
Common Name
Swamp Milkweed
Quill sedge
White Turtlehead
Dwarf Joe Pye Weed
Joe Pye Weed
Spotted trumpetweed
Scarlet rose mallow
Halberdleaf rosemallow
Seashore Mallow
Cardinal flower
Longleaf lobelia
Great blue Lobelia
Starrush whitetop
Norrow plumegrass
THE FOLLOWING CRITERIA APPLY TO VEGETATION IN AND AROUND THE WET POND:
(a) THE DAM STRUCTURE. INCLUDING FRONT AND BACK EMBANKMENT SLOPES OF
THE POND SHALL BE VEGETATED WITH NON -CLUMPING TURF GRASS: TREES
AND WOODY SHRUBS SHALL NOT BE ALLOWED:
(b) THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE
SPECIES OF HERBACEOUS, NATIVE VEGETATION AT A MINIMUM DENSITY OF
50 PLANTS PER 200 SQUARE FEET OF SHELF AREA.
GENERAL NOTES:
-TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE SHALLOW WATER
AND SHALLOW LAND ZONES PRIOR TO PLACEMENT OF PLANTS.
-SHRUBS SHOULD BE PLANTED IN CLUMPS TO FORM "LANDSCAPE ISLANDS"
RATHER THAN EVENLY SPACED. THE ISLANDS SHOULD BE A MINIMUM OF
6' APART.
-NO SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF THE INLET OR OUTLET
PIPES.
SOIL SPECIFICATIONS
SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS:
1.THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS. ROOTS. OR OTHER
SIMILAR MATERIAL GREATER THAN 2 INCHES.
2 -SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND,
WITH NO MORE THAN 10% CLAY (USDA SOIL TEXTURAL CLASSIFICATION).
3.A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY
SPECIES AND 5% FOR TURF AREAS.
4.THE PH SHOULD BE BETWEEN 5.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE,
IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO
LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL
PRIOR TO USE.
5.TOPSOIL STOCKPILE LOCATION (IF USING ON-SITE SOILS) OR SOURCE OF TOPSIOL IF
IMPORTED TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP
FACILITY.
PLANTING SPECIFICATIONS:
-FOR EROSION CONTROL PLANTING AND BANK STABILIZATION (UPLAND AREA) FOLLOW EROSION
CONTROL SEEDING SCHEDULE.
-UTILIZE A 90 -DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS.
-PLACE 3 OR 4 INCHES OF QUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS.
THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING
SOIL AS NECESSARY BASED ON SOIL ANALYSIS RESULTS.
-THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION.
CONSIDER CONSTRUCTION SEQUENCING SO THAT PLANTS CAN BE PLANTED AND THE POND
CAN BE BROUGHT ONLINE WITHIN 14 DAYS.
VEGETATION SCHEDULE
# PLANTS OFCATEGORY
SQ. FT. IN
PLANT
IN
SHELF AREA
CATEGORY
SHELFAREA
4.655 SQ.FT.
HERBACEOUS PLANTS
1164
EXCAVATE FORBAY BOTTOM TO ELEVATION 3
TO ALLOW FOR SEDIMENT STORAGE DURING
CONSTRUCTION
DRAWDOWN ASSEMBLY
10 YEAR= 46.10
1 ct FI I ISH=43 4;i
PERMANENT POOL=42.5 v
EXCAVATE POND BOTTOM TO ELEVATION 35.0'
3 j 6 TO ALLOW FOR SEDIMENT STORAGE DURING
1F
CONSTRUCTION
VEGETATED
SHELF \\Q�0000°°QO�O°O°°p �O°O°°QO�O°O°° 1' SEDIMENT-STORAGEo0°O°° oO°O°°QO�O°O°°QO�pg�°Q��O°o�°�O�pi
INET DETENTION POND DETAIL A -A
SCALE: 1" = 30'
30 15 0 30 60
GRAPH I C SCALE: 1"= 30'
SKIMMER INVERT/
PERMANENT POOL
ELEV
Z:
30"
yss ,••.•�• B111GIN��
RICHARD A. BROWN, P.E.
PRELIMINARY DRAWING'
1n -',o NOT USE FOR
CONSTRUCTION
CONSTRUCTION PLAN
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
(OR 1-800-632-4949)
IT'S THE LAW!
R E V I S I O N S
'
•
• yl `
yf.
y
\� �
F'371
• Q' I `•
y,
Y � y�R \
� I '
yl�
Q'
I •
OU LET I \
y;R
�R
CO
�'•
PLANT REQUIREMENTS:
SELECT PLANTS FROM THE WETLAND PLANT LIST ABOVE.
STt TURE #3
•'�•.
6 37
yj�
RPI�P APRON
A MINIMUM OF TEN (10) DIFFERENT SPECIES, WITH NO MORE THAN
30% OF A SINGLE SPECIES.
--
i�
RIPRAP APR01�•`
___-
g
L
)
39
4
,�
•�
I\
A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS
41 `
)�
W=9'
FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR
W=12'
=12
DEPTH=1.0'
--_-• --------- _ --
---
J __ i ,4 i _ i i _—,4 i ,4 i i %6_4 _'A 4--
rrrr rrrrrrr
_—i ,4 ,4 ,4,4 444 __ i 1&'A 'A � 'k' k a ,A i & � � � 44%6 'Ali- � � � �
-*rfrrr**
R �
RCA
DEPTAND
` H=1.0'
OF
PLANTS THAT OHN TNDSURVIVE E US� BE REPLACED. PERIOD. ALL
N A Di 0M E
- _ ____
rrrrrrrrr*rr rrrrrrrrlrrr
rrrrrrrr*r Frrr-rTrr a;r�r-r1kYF-f *-- r'FrrrrFr�*r_ r
TONS=9
.
TONS= 15 _
_ -
45 44
- 3S9
- FES S
DESIGN PLANTINGS THE
---------
PESITICIDES.SORLSOMLNIMIZE
FERTTHE
ILIZERSFOR
AMENDMENTSNATDANDRTIMEBBEFORE.
7
DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS
F, _ _
_ -- -
/ __
----"'-,_
SHALL DESIGNED TO MINIMIZE THE NEED FOR MOWING, PRUNING AND
---
-- -- — _ —
—_ —_�
— — y _ _ — — — — — — — — -_ — — _- —
__ __ --- ---
--- --- — ---_--
_
TI N.
IRRIGATION.
--------4
-------------------
-- - - -
_ - - - - 47-----___--_------------------
______----� --� _ _ _ _- �-=-_ -
-- -
----- - _,---- —
_ _
— — — — — — '�-�- _= �_=-
--
�--__----
-���'�'�
R
R M A SIMILAR PROVENANCE OR
LOCAL SOURCEATOSENSUREBSURVRVABILDITY.O
-------------
�I'====___________------ -------------------
L►�-------------- - - - -
---
1
—100' EMERGENCY SPILLWAY
TOP
RIP RAP W/ GEOTEXTILE FABRIC
TOP
42.0'
306.0' 1
ELEV.47.8
INV.=46.10
ELEV.47.8
4" PVC SKIMMER
EXCAVATE FORBAY BOTTOM TO ELEVATION 3
TO ALLOW FOR SEDIMENT STORAGE DURING
CONSTRUCTION
DRAWDOWN ASSEMBLY
10 YEAR= 46.10
1 ct FI I ISH=43 4;i
PERMANENT POOL=42.5 v
EXCAVATE POND BOTTOM TO ELEVATION 35.0'
3 j 6 TO ALLOW FOR SEDIMENT STORAGE DURING
1F
CONSTRUCTION
VEGETATED
SHELF \\Q�0000°°QO�O°O°°p �O°O°°QO�O°O°° 1' SEDIMENT-STORAGEo0°O°° oO°O°°QO�O°O°°QO�pg�°Q��O°o�°�O�pi
INET DETENTION POND DETAIL A -A
SCALE: 1" = 30'
30 15 0 30 60
GRAPH I C SCALE: 1"= 30'
SKIMMER INVERT/
PERMANENT POOL
ELEV
Z:
30"
yss ,••.•�• B111GIN��
RICHARD A. BROWN, P.E.
PRELIMINARY DRAWING'
1n -',o NOT USE FOR
CONSTRUCTION
CONSTRUCTION PLAN
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
(OR 1-800-632-4949)
IT'S THE LAW!
R E V I S I O N S

'-DROP INLET TOP
58.0'
57.25'
TRASH
RACK
1.0' WEIR
C' -1
12"DIA.ORIFICE
X18"OUTLET
t `
., 0 54.0 IL
°,.
12" CONQ. SLAB
12"COMPACTE
STONE
DROP INLET TOP
TOB=
18 "RCP I
54.0'
53.0'e e 2• CONC. SLABCy
• • : e
.u uC' . O
00000 Quo 0
12"COMPACTED STONE
ROCK INLET
PROTECTION
(2'TALL x
4'W x 4'L)
12"DIA:
ORIFICE
#4 REBAR 12"O.C.
EACH WAY
T
—W--ASHED
#57 STONE
IP RAP
-4"DIA.PVC W/ TEE 6:1
8. CAP DRILLED W/
7/8" ORIFICE. VEGETATIVE SHELF
OUTLET STRUCTURE #4 DETAIL
SCALE: N.T.S.
ATTACH POLY LINE B/W
SKIMMER HEAD AND FLOAT
ADJUST LENGTH TO ACHIEVE
0.5' DISTANCE FROM WATER
TO CENTROID OF ORIFICE
FLOAT TETHER FLOAT TO BERM
WITH POLY LINE TO ENABLE
SKIMMER MAINTENANCE
i -- TEMPORARY_ -POOL_._
0.5...... f.. '
PERMANENT POOL
OVERFLOW WEIR IN BERM OR
OUTLET STRUCTURE CONTROLS
TEMPORARY POOL ELEVATION
DESIGN 0'S ...... 4" COUPLING 4" PVC TO OUTFALL
STORAGE SEE DETAIL OR OUTLET STRUCTURE
VOLUME 4" PVC INVERT CONTROLS
10 LF 3 PVC SKIMMER
ARM BETWEEN COUPLING PERMANENT POOL ELEVATION
AND SKIMMER HEAD
SKIMMER HEAD
SEE DETAIL
SKIMMER ASSEMBLY DETAIL 2
SCALE: N.T.S. I /-I
PROJECT NO.: P1611-002
DRAWING NO.: 027
54.0'
PERM. POOL
ti
3
4" PVC SKIMMER
DRAWDOWN ASSEMBLY
TOP30' 11 65' TOP
ELEV. 58.62 ELEV=58.62
PROTECTION
THROUGH BOLTED
STAINLESS STEEL EYE
FOR FLOA
SECURE CLOTH
SKIMMER HEAD
STAINLESS STEEL PIPE
4" PVC SKIMMER ARM
4" PVC CAP W/ 2"ORIFICE
DRILLED IN CENTER
FLATTEN INTO DUCKBILL GALVANIZED WIRE CLOTH
SHAPE 0.75' FROM END TRASH SCREEN OVER PVC CAP
OF CAP WITH CABLE TIES MAXIMUM WIRE SPACING 0.5"
SKIMMER HEAD DETAIL
SCALE: N.T.S.
30 15 0 30 60
GRAPH I C SCALE: 1 "= 30'
GENERAL NOTES
Planting seasons:
• Trees / Shrubs OCT to JUNE
• Herbaceous Plants (Shallow Land) OCT to JUNE
• Herbaceous Plants (Shallow Water) APRIL to JUNE (recommended)
MID -SEPT to MID -OCT
• Grasses YEAR ROUND
Planting out of season is not recommended. If construction schedule and planting
schedule do not correspond, stabilize banks (Upland Area and Shallow Land) with
appropriate temporary cover crop and erosion control matting until appropriate planting
season.
Plants should be installed as large drifts (i.e., masses of a single species) within their
respective planting areas. Overlapping or weaving of the planting area edges is
recommended.
All plants shall be directly descended from individuals growing wild within 100 miles of
the project site. If suitable stock cannot be obtained, plants of other genetic provenances
may be utilized with the approval of the local regulatory agencies.
Irrigation may be necessary for Shallow Land and Water zones if prolonged drought
draws water levels 6" or more below normal pool during first summer following plant
installation.
Trees must be identified in the field for easy maintenance after placement in Shallow
Land Area.
DO NOT PLANT CATTAILS. Cattails, although a wetland plant, provide a haven for
mosquitoes and will take over and crowd out other vital vegetation.
PLANTS FOR SUBMERGED AND PARTIALLY
SUBMERGED VEGETATIVE SHELVES
Botanical Name
Asclepias incarnara
Carex tenera
Chelone glabra
Eupatoriadelphus dubius
Eupatoriadelphus fistulosus
Eupatoriadelphus maculates
Hibiscus coccineus
Hibiscus laevis
Kosteletzkya virginica
Lobelia cardinalis
Lobella elongata
Lobelila siphilitica
Rhynchospora colorata
Saccharum baldwinii
Common Name
Swamp Milkweed
Quill sedge
White Turtlehead
Dwarf Joe Pye Weed
Joe Pye Weed
Spotted trumpetweed
Scarlet rose mallow
Halberdleaf rosemallow
Seashore Mallow
Cardinal flower
Longleaf lobelia
Great blue Lobelia
Starrush whitetop
Norrow plumegrass
THE FOLLOWING CRITERIA APPLY TO VEGETATION IN AND AROUND THE WET POND:
(a) THE DAM STRUCTURE, INCLUDING FRONT AND BACK EMBANKMENT SLOPES OF
THE POND SHALL BE VEGETATED WITH NON -CLUMPING TURF GRASS: TREES
AND WOODY SHRUBS SHALL NOT BE ALLOWED:
(b) THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE
SPECIES OF HERBACEOUS. NATIVE VEGETATION AT A MINIMUM DENSITY OF
50 PLANTS PER 200 SQUARE FEET OF SHELF AREA.
GENERAL NOTES:
-TOPSOIL FROM THE SITIE WILL BE SPREAD ACROSS THE SHALLOW WATER
AND SHALLOW LAND ZONES PRIOR TO PLACEMENT OF PLANTS.
-SHRUBS SHOULD BE PLANTED IN CLUMPS TO FORM "LANDSCAPE ISLANDS"
RATHER THAN EVENLY SPACED. THE ISLANDS SHOULD BE A MINIMUM OF
6' APART.
-NO SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF THE INLET OR OUTLET
PIPES.
SOIL SPECIFICATIONS
SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS:
1 -THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER
SIMILAR MATERIAL GREATER THAN 2 INCHES.
2.SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND.
WITH NO MORE THAN 10% CLAY (USDA SOIL TEXTURAL CLASSIFICATION).
3.A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY
SPECIES AND 5% FOR TURF AREAS.
4.THE PH SHOULD BE BETWEEN 5.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE,
IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO
LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL
PRIOR TO USE.
5.TOPSOIL STOCKPILE LOCATION (IF USING ON-SITE SOILS) OR SOURCE OF TOPSIOL IF
IMPORTED TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP
FACILITY.
PLANTING SPECIFICATIONS:
-FOR EROSION CONTROL PLANTING AND BANK STABILIZATION (UPLAND AREA) FOLLOW EROSION
CONTROL SEEDING SCHEDULE.
-UTILIZE A 90 -DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS.
-PLACE 3 OR 4 INCHES OF QUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS.
THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING
SOIL AS NECESSARY BASED ON SOIL ANALYSIS RESULTS.
-THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION.
CONSIDER CONSTRUCTION SEQUENCING SO THAT PLANTS CAN BE PLANTED AND THE POND
CAN BE BROUGHT ONLIINE WITHIN 14 DAYS.
VEGETATION SCHEDULE
SQ. FT. IN
PLANT
# PLANTS OF
SHELF AREA
CATEGORY
SKIMMER INVERT/
ELEV-51.0
FOREBAY BOTTOMYl'SEDIMENT
HERBACEOUS PLANTS
31
VEGETATED
5'
VEGETATED
PERMANENT POOL
ELEV
SHELF
SHELF
isEXCAVATE
FORBAY BOTTOM TO ELEVATION
TO ALLOW FOR SEDIMENT STORAGE DURING
50.0'ORAGE
EXCAVATE POND
BOTTOM TO ELEVATION 49.0'
CONSTRUCTION
TO ALLOW FOR
SEDIMENT STORAGE DURING
CONSTRUCTION
WET
DETENTION
POND
DETAIL
A -A
SCALE: 1" = 30'
THROUGH BOLTED
STAINLESS STEEL EYE
FOR FLOA
SECURE CLOTH
SKIMMER HEAD
STAINLESS STEEL PIPE
4" PVC SKIMMER ARM
4" PVC CAP W/ 2"ORIFICE
DRILLED IN CENTER
FLATTEN INTO DUCKBILL GALVANIZED WIRE CLOTH
SHAPE 0.75' FROM END TRASH SCREEN OVER PVC CAP
OF CAP WITH CABLE TIES MAXIMUM WIRE SPACING 0.5"
SKIMMER HEAD DETAIL
SCALE: N.T.S.
30 15 0 30 60
GRAPH I C SCALE: 1 "= 30'
GENERAL NOTES
Planting seasons:
• Trees / Shrubs OCT to JUNE
• Herbaceous Plants (Shallow Land) OCT to JUNE
• Herbaceous Plants (Shallow Water) APRIL to JUNE (recommended)
MID -SEPT to MID -OCT
• Grasses YEAR ROUND
Planting out of season is not recommended. If construction schedule and planting
schedule do not correspond, stabilize banks (Upland Area and Shallow Land) with
appropriate temporary cover crop and erosion control matting until appropriate planting
season.
Plants should be installed as large drifts (i.e., masses of a single species) within their
respective planting areas. Overlapping or weaving of the planting area edges is
recommended.
All plants shall be directly descended from individuals growing wild within 100 miles of
the project site. If suitable stock cannot be obtained, plants of other genetic provenances
may be utilized with the approval of the local regulatory agencies.
Irrigation may be necessary for Shallow Land and Water zones if prolonged drought
draws water levels 6" or more below normal pool during first summer following plant
installation.
Trees must be identified in the field for easy maintenance after placement in Shallow
Land Area.
DO NOT PLANT CATTAILS. Cattails, although a wetland plant, provide a haven for
mosquitoes and will take over and crowd out other vital vegetation.
PLANTS FOR SUBMERGED AND PARTIALLY
SUBMERGED VEGETATIVE SHELVES
Botanical Name
Asclepias incarnara
Carex tenera
Chelone glabra
Eupatoriadelphus dubius
Eupatoriadelphus fistulosus
Eupatoriadelphus maculates
Hibiscus coccineus
Hibiscus laevis
Kosteletzkya virginica
Lobelia cardinalis
Lobella elongata
Lobelila siphilitica
Rhynchospora colorata
Saccharum baldwinii
Common Name
Swamp Milkweed
Quill sedge
White Turtlehead
Dwarf Joe Pye Weed
Joe Pye Weed
Spotted trumpetweed
Scarlet rose mallow
Halberdleaf rosemallow
Seashore Mallow
Cardinal flower
Longleaf lobelia
Great blue Lobelia
Starrush whitetop
Norrow plumegrass
THE FOLLOWING CRITERIA APPLY TO VEGETATION IN AND AROUND THE WET POND:
(a) THE DAM STRUCTURE, INCLUDING FRONT AND BACK EMBANKMENT SLOPES OF
THE POND SHALL BE VEGETATED WITH NON -CLUMPING TURF GRASS: TREES
AND WOODY SHRUBS SHALL NOT BE ALLOWED:
(b) THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE
SPECIES OF HERBACEOUS. NATIVE VEGETATION AT A MINIMUM DENSITY OF
50 PLANTS PER 200 SQUARE FEET OF SHELF AREA.
GENERAL NOTES:
-TOPSOIL FROM THE SITIE WILL BE SPREAD ACROSS THE SHALLOW WATER
AND SHALLOW LAND ZONES PRIOR TO PLACEMENT OF PLANTS.
-SHRUBS SHOULD BE PLANTED IN CLUMPS TO FORM "LANDSCAPE ISLANDS"
RATHER THAN EVENLY SPACED. THE ISLANDS SHOULD BE A MINIMUM OF
6' APART.
-NO SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF THE INLET OR OUTLET
PIPES.
SOIL SPECIFICATIONS
SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS:
1 -THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER
SIMILAR MATERIAL GREATER THAN 2 INCHES.
2.SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND.
WITH NO MORE THAN 10% CLAY (USDA SOIL TEXTURAL CLASSIFICATION).
3.A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY
SPECIES AND 5% FOR TURF AREAS.
4.THE PH SHOULD BE BETWEEN 5.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE,
IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO
LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL
PRIOR TO USE.
5.TOPSOIL STOCKPILE LOCATION (IF USING ON-SITE SOILS) OR SOURCE OF TOPSIOL IF
IMPORTED TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP
FACILITY.
PLANTING SPECIFICATIONS:
-FOR EROSION CONTROL PLANTING AND BANK STABILIZATION (UPLAND AREA) FOLLOW EROSION
CONTROL SEEDING SCHEDULE.
-UTILIZE A 90 -DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS.
-PLACE 3 OR 4 INCHES OF QUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS.
THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING
SOIL AS NECESSARY BASED ON SOIL ANALYSIS RESULTS.
-THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION.
CONSIDER CONSTRUCTION SEQUENCING SO THAT PLANTS CAN BE PLANTED AND THE POND
CAN BE BROUGHT ONLIINE WITHIN 14 DAYS.
VEGETATION SCHEDULE
SQ. FT. IN
PLANT
# PLANTS OF
SHELF AREA
CATEGORY
CATEGORY
SHELF AREA
1.986 SO. FT.
HERBACEOUS PLANTS
497
PLANT REQUIREMENTS:
SELECT PLANTS FROM THE WETLAND PLANT LIST ABOVE.
A MINIMUM OF TEN (10) DIFFERENT SPECIES. WITH NO MORE THAN
30% OF A SINGLE SPECIES.
A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS
FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR
AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD. ALL
PLANTS THAT DO NOT SURVIVE MUST BE REPLACED.
THE DESIGN FOR PLANTINGS SHALL MINIMIZE THE NEED FOR HERBICIDES.
FERTILIZERS, PESITICIDES. OR SOIL AMENDMENTS AT ANY TIME BEFORE.
DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS
SHALL BE DESIGNED TO MINIMIZE THE NEED FOR MOWING, PRUNING AND
IRRIGATION.
PLANT MATERIAL SHOULD BE PURCHASED FROM A SIMILAR PROVENANCE OR
LOCAL SOURCE TO ENSURE SURVIVABILITY.
PRELIMINARY DRAWING
DOO NOT USE FOR
COO NSTRUCTIOO N
0s�oN,���!�.9
O 'n
Z: 12.51.- _mac
gam'•. ,,�'•. EN<i�N���
A2,— 6ohl
RICHARD A. BROWN. P.E.
CONSTRUCTION PLAN
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
(OR 1-800-632-4949)
IT'S THE LAW!
R E V I S I O N S

ATC
IN/YARD INLET 12"DIAMETER TATTLED
WOODEN_ST-AKIE - FILLED NTH STRAW. STONE: MULCH ..
:¢ MA7(IMUM METAL POSTS -2,5 LB/UNEARSTEEL WITH A.MIN. ANCFj01 {NO THE VJATT_E
OR SIM.H.AR PR00t1C3'
LENGTH OF 5 F7 DRIVEN 2' IN THE GROUND
PLAN `-�
RLTE fABR!
1 ' (iT ET RAW-FILL`fD:WATFLE
GALVANIZED HARDWARE VVIFtE. ° ..
1°ASTE�F7TOW4�liEN:S'TAKE 20'
° o"og'ogog"oo'og°oo°gg°°°° LSTA¢PEE
�.FrcTENDS TOi THE TOP OF TH€ BO ° °°°o°°o°°oe°oo°eseooae� Dodo°°°oe00000eo 3 TYP.
^= ( GAU MESH P NTNG } °
- - _ 18 GE'"M & % o° o°o _ QRDaTC?iNtI:H fi CC)
Oo
^y��--..-4�..=� •°CO°: DODO° 0
- > 0o doe Tr 4�?/ER O O
° WIRE FENCE • 1A GUAGE; j ✓ ` 4�� 0 0 00
A oogQg og A. NOTESs _ !1 8" FA�R#d.`S.. PCE ". (('�1
ogog INGHMESHOPENINGS o if 0
A
y O
' F n 1. STEEL POSTS ARE TO BE 1:25 LB/LINEAR F1 MINIMUM "STEEL .WITH A i t - i6� § igr 0 0
gogo 2"" N). -_ ---- MINIMUM LENGTH- OF 5 FEET. ,STEEL POSTS ARE TO HAVE PROJECTIONS ( I' c'- M, -; . 0 0
o oog o°oo ��
TO, FACILITATE ,FASTENING OF THE :FABRIC: .- - o
°goo•_ =• -- _
_ � "�"'-•-�-- �=-='�-� � ( �o iP �C�°e'9" s' �' � d ��" og°og °go° _-_ _ - 24" 2: WIRE FENCE SHALL HAVE A MINIMUM Y4 .GAUGE„ AND A NyIQXIi.(UM MESH O 80 0 2"-3" COARSE AGGREGATE
#67' WASHED STONE PLACED TOA ° ggog
,°go SPACING OF j INCH. 0 6" DEPTH OVER GEOTEXTILE
EIGHT OF 18"MIN ,ABQ og000g000gogBg°oo$gogoO°°'og°o ogOo e _ --- - = 3: SPECIAL SEDIMENT ..GONTROL FENCE SHALL;NOT'1, _ STAB- V Al(;EI? TO F°RORLE'YIEW NOTE$: L I NER
TOP OF Box °° ° °ogogogogogogogog°g°$°gggggo -- - - SWALE PFKnECTION00. 00
ogo° jj TREES: y�� vii
ogog
1 - 0
•w " �. o". �,�p,,., 4 a YI 1£k =API?RflVE60 o
� - ;. �.� � `'• I. �:• cdk.Q.,,,o�!E,e 4°oB9§�1gs�^s•.s9w`�ae° _ I .. Il� �,:..1(. Til-a��l l � I � 4.. ;� OR #57STONE :SHALL BE USED FOR THE SEDIMENT CONTROL STONE. "1.
:WATTLES- SF1#L�. 6E: FILLET?` i'I(t''S%[3P`VS��,erc t`r
Cal
STONE SHALL -BE EXTENDED 12 ON EACH SIDE WHEN TYING BACK I.f�tT(} .MFt'FEFtI.�%.- 0 0 000 .0
Ola+ ��. 1�?'... • . .`s •s=� • BI=B" DIAMETER WATTLED' ^L-'- :SPAC}NG 1`(il-SFt7,`[LE $NILE,!. 'ETE'RIiIYED" I.�i T31E ,s9'r•TI•.,' O
°.a - SILT FENCE AS DETAIL _Ina COG alb.o1... o
r A_i e:I v¢r# 36 ILLEDWITHsTRAVY,'sTONE, . , EN (r ERS O O o 0
- -- M- i - Y ' ,,r=----=--=•�., 5'
(MIN.) STEELPOST`
-`--°' NUIIMTENANCL M46GHQRSIMIIARPRODIJGT o
1.25!61 LINEAR FEET 0 0 (�
�3,: 'WATTLES, MAY BE JUSb FOR PROTEt'701V OF BATCH BASINS. AND
..
W. TTLLs, ARE, NOT TO 0 0
_...� Flow `��.- . , MAINTENANCE
IME STQNE, 1. INSPECT SILT OUTLET FENCE AT LEAST ONCE .A' 1NEEK AtRA AFTER E'ACN - TEINLl �T S10SEhd . IN'DRAINAGE QIT•(`nJi vr,', i}, MIL:AR. A 0 O 0 O O
a LAX.STEEL AZ MIN. MAJOR f#LINEAL! EVENT ( OR' MQR ? - 1SDNG Gt1R 0 00 0 ° 0
FIOW --1 POST SPACING i 2: REPLACE FENCE IMMEDIATELY IF THE�SIRU,CrTURE POIt~AP$ES OR O ' 0 0 0
��
_ = 1• INSPECT INLETS ATA -EAST .WEEKLY AND AFTER EACH SIGNIFICANT fi -INCH OR - - +>.� 0 - Q- - - - - -
" BECOMES INEFFECTIVE, + ViSTINO ROADWAY.: �AINLEtdANDEr - - - - - - - - - -
=-
GREATER) RAINFALL .EVENT. WIRE FENCE -14 GUAGE,
3.. AS NECESSARY DEPOSITS OF SEDIMENT SHALL BE REMOVED' TO ENSURE,° x Mr A -
_. 2 "SEDIMENT SHALL BE REMOVED AND TYNE' TRAP RESTORED. TO ITS' ORIGINAL }tNCHMESHOPENiNGS- ADEQUATE STORAGE VOLUME FOR THE. NEXT RAINFALL AND' TO REDUCE" h A." AT = ST" . EKLY ND- .,
2: c� i / �1., INSPECT W T1LE5 , LEA A. , Rtx'.
- DIMENSIONS WHEN THE -SEDIMENT HAS ACCUMULATED TO I THE DESIGN DEPTH OF PRESSURE ON 714E FENCE. FENCE IS NOT To BE UNDERMINED DURING z :1.. * : WORTHINGTON RD. OR
E .. - _ SIONIFiGANT, (� INCHR .tREATERj RA1FIi5ALL.vENT:.
I
THE TRAP. CLEAR THE MESH WIRE' OF 'ANY DEBRIS bR OTHER .OBJECTS TO PP4,A,, }E CLEAN OUT, ap � T TALL- BE REM('3VEV AND E" TRAP RES MEI- TO :1T5
ADEQUATE FLOW FOR .SUBSEQUENT RAINS. 36 2 SEflIM1 N SH
PEON E PLAN of WORK AND ADEQUATE +rAi U. BE GROWTHAS_ L o ;Law - ORiGINAL .DIMENSIQ S a��r� � �E INT +IAS ,ACCUMULATEb LAURIE E L L I S R D .
.._-'= "•" - ` " -= " 3: TAKE CARE NOT TO DAMAGE. OR UNDERCUT THE M11RE. MESH DURING SEENMEN,T FENCING, MATERIAL" SHALL t4E REMOVED., '+' � . �.., ., . -
- REMOVAL,
PER THE PLAN SET ALL --a 70 3_..,......,,
FLOW INCLUDING. SEDIMENT, , THE AREA SHALL BE, GRADED AND STABILIZED AND
ma19 -3A. SEDIMENT SHALL BE REMOVED AND DEPOSITED IN A-, SUITABLE AREA IN SUCH A ?` • -- <: TAKk, 6APE, k6t `TCS DAMAGE THE M8EOR UNb.JE kC UTA Tf'1E.•: - - - - - - - - - - - - - - - - - - - - - - - - -
VEGETATED. ACCORDINGLY,..
� MANNER THAT jT WILL NOT ERODE ELSEWHERE, I EXISTING $WALE VEGETATION:
GROUND LINE, �« r-., __
4. REPIACE 'STONE AS NEEDED: IST IG INLET . SEDIMENT -SHALL- BE REM YVEti AND DEPOSITED IN" A Ii AKET
5. CONSTRUCTION OPERATIONS SHALL SE CARRIED OUT, SUCH A MANNER THAT' - A;t f"J AREA IN iSU.CR YA MANNER •IUAT IT WILL Not$ ODE, .Et SE*01t E:
u- 'EROSION AND CATER PQLLUngN ARE MINIMIZED: L. >, I a. S, REPLA : L� MA I RIA A E ,. A ATTLEfF > CONSTRUCTION ENTRANCE DETAIL
r6, THE INLET SEDIMENT TRAP SHALL. BE REMOVED ONCE THE SURROUNDING AREA HAS A`:
L, - I
�L r tt�.. BREAKS tai FALIS APART,
- `- BEEN SEEDED AND ADEQUATE GROWTH HAS OCCURRED. THE SEDIMENT TRAP AREA 2a"
SHALL BE STABILIZED AND SEEDED AS DETAILED IN THE 'CONSTRUCTION &RAVANGS. j `i V• B 'M{)NSTRUCHAT DPEERAT40N�S siiAU f f sCNRIEID OUT, MI Bl1GH •/k
f a SEDIMENTCONTROL STONE PLAN IiVLET frFIQSS SECTION MANNER 'THAT EROSION AIR} iWATER POLLUTION ARE iiliNiMIZE02
_ _.0L___, 12" MIN. t 1441E WATTLE SHALL e iIEM7?v€(>, crfycl E sw RRi�UWa(N6 .AREA
»• a e - PRCITE&ION'ON kOAt)
WIRE"MESH B"INTO.
RAS BEEN .SEE0ED- ANO` CDEQUATE ORO TR I�:A$OCiURREQ
_-r THE GROUND
INLET PROTECTION SILT FENCE OUTLET WATTLE 4
DRAINAGE
Natural Ground TABLE $-62bSPECIFICATIONS FORSEDIMENTFENCE FABRIC -NG DEQ. GRATE 8 HOOD
EROSIONAND SEDIMENTATION MANUAL EASEMENT
Riprop Headwall, r min `yl T. 2MPaP_6RYSIETFRNCI=MATER"PROPF.aTYxeQUIREMENTS BACK OF CURB (0
3' height from road shoulder
TEST Uwrs f su TFEtwD iUNSUPPORTev TrPE OF
Fr sem. rT/T� Tt T� TT T - I D 12")(.58)
MATERIAL I S1ET.FENC6 SI TFEM .11. .7 G L /J1.0 1L - - +
_A, x -'�,rx
ACHRAB STRENGTH iASTM D 4832 N (0s)I _ .....EE _8.-
_ VARIABLE AS DIRECTED BY ENGINEER .A1Pf,HKJE DRIECTION i f; 408 :550 MARV " N
�'•� r (B' MAX. WItH WIRE REINFORCEMENT) gegctitoEDRECTION 205!,R 460 /
I
(rEE
EP� TWITY NG $ A M 004"61 ) 10 ' -1 T I L I T Y A N D
g-• _ . I 0 MkW1 CAST IRON t DETAIL
-�i Ss,a��>rX t3or DRAINAGE EASEMENT
'MAX MRX.1A1tTHOUT WIRE REINFORCEMFU4 = �0
0 1 � ARW / FRAME 8 GRATE
�$. I�1 5 EA SIDE OF LOT LINE X >: -
1c. Reminea 709o;altiars0on, t0%ea°r•50oha11 USF MODEL 4122-6172
:MLTRAVKSLEY STA80.dY ]ASTA£D435S I I 759irsl, I
. > i sv"�1n a•�w��., exflosuM , PLAN
ca 2.2" MAX OR EQUAL SECTION -XX
1, SILT S,OR'SHALL CONSIST OF 14 GAGE STEEL WIREtQUI A WNRE MESH SPACING OF 6" TYPIC A L
INCHES, DR PREFABRICATED POLYMER MESH OF fQU1VAL£NT'STRENGTH. FINISH GRADE
:2., DEFAULT VALUES ARE BASED ON EMPIRICAL EVIDENCE WITH A VARIET? OF
SEDIMENT. L 0 Tio OD --{�--1 " FRAME. GRATE
3. AS MEASVRO` IN ACCORDANCE WITH TEST MTMD'D-4632.
= 8 HOOD
ROCK PIPE INLET PROTECTION '\ '� '\ �\ \ ' '\ ' '� ' '\ NOT - - ---- BACK OF CURB = "
T; SYNTHETIC FILTER FABRIC TO BE .INSTALLED AS SHOWN ON PLAN. °
5 SEL-P'O�yT 2. SYNTHETIC FILTER FABRIC TO BE AT LEAST 96% BY WEIGH f OF 5 ' UTILITY AND ,o y g" W 10X39 8.. X c, 8 8"
9,25L8ti_INEARFEET POLYOLEFINS OR POLYESTER CONFORMING 7O ,ASTM 0 6461. 5YNiHETIC. N0. 57 0 ° DRAINAGE °
FILER FABRIC SHALL CONTAIN •ULTRAVIOLET ,RAY iNH�1TORS AND: DRAINAGE STONE gg PIPE B :OUTLET _TSTABY " • • • Y z
CONSITRUCTION LIFE ATS TO E A MINIMUM TEMPERATUREOF 6 MONTHS OF RANGI,NG OF 0 TO 2 TED USABLE EASEMENT WRAPPED BSD °
1MREFENCE -'14GUAGE 3: STEEL POSTS ARE TO BE 1.25 iL/LINEAR FT MINIMUM STEEL WITH A W/FABRIC d'° oq B
6"X6'WIREFABRIC MINIMUM LENGTH OF 5 FEET. STEEL POS14 GAUGE_AND' A MAXIMUM CT4ENS =
4. TO FACILITATE WORE FENCE'S ALL NAIVE A MINIMUM BRC PROJECTIO tO
TS ARE TO HAVE.
SH i...._zTJ „�7 .__.� 3000 PSI � . � g" I �� SECTION -YY --- -- --
CONCRETE STANDARD BRICK
112" RAD. 18" RAD. 25" RAD. -' ILTERFABRIC� SPACING OF f INCHES. PLAN SECTION -XX
5. SILT FENCES SHALL HAVE AN 18" OVERLAP FOR SPLICE OR, ENDOF-3'-0"DOUBLE CATCH BASIN
'o" DEPTH SECTION. 2" DIA. 15" THRU 24" PIPE
3G'
BACKFILL IRENEH 8. SILT FENCES SHALL NOT BE: STABLED/NAILED TO TREES' PUBLIC DRIVE NOTE: ;1_10' 4'-10" WEEP HOLE
AND COMPACT ONE EACH �0
RAD. THROUGHLY FLOW MAINTENANCE (60' P U B L IC R / W -32' BC/BC INTERIOR DIM. = 24" X 36" SIDE t0cli
8. A 8"
o I- INSPECT SILT FENCE AT LEAST ONCE'A WEEIf AND "AFTER EACH _ - - _
RAIN
%RQUNQLlNE� .2. REPLACE F'ENFALL NCCE M�MEDIATELY-IF INCH 'OR THE FABRIC OF `THE SILT FENCEMA .�..-..-..-..-..-..-..- _ _..____..____.._.._._- 8 = B_
8"
MAJOR,
ko
_ STEP
\ .�\ f�\< COLLAPSES, -TEARS DECOMPOSES OR BECOMES INEFFECTIVE. R/W 8"
-- -- "
MIDI :3 AS NECESSARY DEPOSITS, OF SEDIMENT SHALL BE REMOVED TO ENSURE = E _ +
24" 40 MIN ADEQUATE STORAGE' VOLUME FOR THE NEXT RAINFALL, AND TO REDUCE: STANDARD DROP INLET -r � � G D
3000 PSI PRESSURE'ON THE FENCE. FENCE. IS NOT To BE UNDERMINED DURING 9 L -L
:OUTLE o = C _CONCRETE TYPICAL DRAINAGE AND UTILITY -824 " CLEAN AUT.4;. UPON COMPLETION 'OF`HaRK AND ADEQUATE VEGETATION GROWTH AS,:.--• .-%•: r
PER THE PLAN SET' ALL FENCING MATERIAL, SHALL BE REMOVED,,
INCLUDING SEDIMENT: THE, AREA S44ALL BE GRADED, AND STABILIZED AND EASEMENTS F 0 R EACH L 0 T ' `:
VEGETATED ACCORDINGLY, O I SECTION -YY �r END ELEVATION i0r „SIDE ELEVATION
24" R 0 L L TYPE C G SILT FENCE -� U GENERAL NOTES:: WHERE 30" TO 36" PIPE IS USED WHERE 42" TO 54" PIPE IS USED
MORTAR JOINTS 1,2' +1,8' THICK. SECTION -JJ SECTION -MM
6 7 CLASS "AA" CONCRETE TO BE USED.
THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED
BY FORMING. E E
ALL CATCH BASINS OVER 3' 6" IN DEPTH SHALL BE
PROVIDED WITH STEPS 1' 2" ON CENTERSS. STEPS
10'MINIMUM SHALL BE IN ACCORDANCE WITH STD. NO.25.12. M A M
4'-0" L
CONCRETE BRICK MAY BE USED [N LIEU OF CLAY
5`0+ A A P7O FOR 0" INOBRICK HEIGHT ORLL BE LESS USE ITTED. U.8" WALL. OVER J B J
31 V L]
SANDBAG SANDBAG 8' 0" IN HEIGHT USE 12" WALL TO 6' 0" FROM
10 mil PLASTIC LINING TOP OF WALL. AND 8" WALL FOR THE REMAINING
STORM DRAIN 0 6' o
•� '�' ° • ' '� PIPE app 3 = -1' LEAVE WEEP HOLES AS DIRECTED BY THE ENGINEER. PLAN PLAN
° 5'.0, 6 aCM a" c _ - BERM DIMENSIONS AND OUANITIES FOR BRICK CATCH BASINS AND DROP INLETS
L• _ - C L A S S A B 10' MIN. Q ID
DIMENSION � BOX AND PIPE COVER REINFORCEMENT CUBIC YARDS OF Y
�'. r ''•;.� 8"� _ SECTION PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT DIMENSIONS BARS -0 BARS -V BARS -11 IOTA CONCRETE IN BOX Hi
1/2- EXPANSION JOINT / 24' _ _ _ _ _ _ _ R I P R A -P PLAN NOT TO SCALE A --- --- M NAI HF NNTH NTH LENGTH es T- f TOTAL U. YDS PER FT. OF HEIGHT
a NOT TO SCALE 15' 3'- ' 2'-2' 2'-6" -- --- -- - -
C .281 .281 .802 0.321
_ -- ---
a 'O b Cl � W O 0 18' --- --- 2'-10' --- --- --- -- ---- -- ---- -- ---- -- -- 0.267 0.281 0.909 ABOVE
• a . 5 `0' --- -- --- --- --- -- ---- -- ---- -- ---- -- --
D a FLAGGING 24" - 3'-4" 0.281 0.281 1.070 MINIMUM 141
' •..•:... FLARED END 1 L -_a' ' O ' � v a ON 3 SIDES 30" 3 -4 --- 3 -2 --- 1 -10 4 -4 4 1 -6 3 4 -1 3 q -1 45 0.147 0.374 0.521 1.306
STANDARD r . • ". SECTION a O QQ Q Q a BERM TYPE "BELOW GRADE" -1 --- - " -4" a-4" 4 4 -1' 4--1" 4 0.187 .41 0.321
COMBINATION GRATE ° :` Y.• 2 Q 0 Q Q Q 42' --- 4' 4'-4" -1" ' 4 1'-9' 3 '-3" 3'-3' 1 . 7 1.817 ABOVE
& HOOD STD. 614.01 °" •' " 48" --- 5' -5" 4' -10' 2' -8" 3' -6 4 2' -6' 4 Y -3' 3 V -3' 40 0.173 0.410 0.583 2.146 H2
PLAN VIEW 54' 3' -0" 2' -2" --- 5' -7" 5' 4' Y-3-1 3'-6-. 4 .3'-0' 6 3' -3' 3 3' -3' 48 0.211 0.448 0.659 2.510
°.: ROLL TYPE CURB
STANDARD CURB AND AND GUTTER 6" #C5 WASHED STONE. 10mIIPLASTICLINING
GUTTER STD. NO. 411.01 ' . "D STD. NO. 411.02 E #8 BARS "W"
STRAW BALE
.:' BINDER WIY SPACED
FINISH GRADE 10'MINIMUM
1/2- EXPANSION JOINT \ CLASS A RIPRAP TOP OF BANK SEE PER 10 mil PLASTIC LINING
STAPLES 3PtUNLINVA'6 P � kL 5'0" 5'0"
CHART (zP BALE)-
. .. _ tea^ ,_ ..... CATCH BAS 1 N 32 DIMENSIONS
CURB TRANSITION STD. NO. 411.04 y 24" PIPE `� FLOW LINE NE R - R ago FLOW_.
i NATIVE MATERIAL 7' 31 3'
�1 FLOW o 0 o1080005�I �II )�I )rl (OPTIONAL) 16^ ,,�==Q CATCH BASIN 35 DIMENSIONS
CLASS „B„ 7B ({ (� B W� 5,0,. 5.5.1c 3'
RIP RAP 17FILTER FABRIC NOT TO SCALE S r, PLAN CATCH BASIN 33 DIMENSIONS
1� SECTION B -B
SECTION A -A (1 (.( PLAN OF TOP SLAB
10' IN. WOODOR _ a INTERIOR BASE DIMENSIONS
!, (2 PER TAKES ko 00 USE ON FLAT GD.O
I\ (2 PER BALE) #4 BARI-," BARS •2Y, AND UNDER
CURB TRANSISTION DETAI D PIPE # L W DEPTH TONS /({ 4 BARS"W
=�_
ROCK CHECK DAM 1 7 11 ' 7' 1 ' 6 ) t "�" q0A�DEPRESSE
KV 11 14 ' 101 0. 75 8 (a) ({) TYPE "ABOVE GRADE" GUTTER LINE
38 14 1 9' 1 ' 9 WITH STRAW BALES
42 14' 10' 0.75' s SECTION R -R ELEVATION
NORMAL GUTTER LINE
52 11 ' 7' 1 ' 6 4 BARS" " US ON FLAT =
10 mil PLASTIC LINING PLAN STRAW BALE EQUALLY
1 07 1 8' 1 2' 1 ' 9 NOT To SCALE) PLYWOOD 3„ PACED =Ni0 GO 2 AND OV R
P1 OUTLET 12' 8' 1' 7 as"HITEX24* -
NOTES PAINTED WHITE 3'
P2 OUTLET 14' 9' 1' 9 m 5'0"
3 OUTLET 14 ' 9 ' 1 ' 9 1. ACTUAL LAYOUT To BE DETERMINED IN THE FIELD. 11 GONCR l I F DEPRESSED
Roadway Width Varies GUTTER LINE
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY I I WASHOUT I I SECTION S -S
Roadway CONCRETE WASHOUT FACILITY.
C 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES ELEVATION
OQ V 2' MOX 1 1 1 1 2' Max' RIP RAP APR 0 N SHALL BE REMOVED FROM THE SITE OF THE WORK ND DISPOSED OF OR RECYCLED.36.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVALR E V I S I 0 N S
C_ OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, 'I =111€ III�IIII-III€ III�1'
J AND STABILIZED TO PREVENT EROSION. 36' BY NO. DATE DESCRIPTION
MAINTENANCE DM 1 /12/19 ECP COMMENTS
� �- STANDARD CATCH BASIN
\\ VARIES .J 4' M i n. 1. MAINTAIN WASHOUT STRUCTURE TO PROVIDE ADEQUATE CAPACITY PLUS A MINIMUM OF CONCRETE WASHOUT
--III Profile Grade _ _ _ _ _ _ _ Drapebaflemal loverwirestrandand Extend9gaugewiretobasinsidectr�#aI1TpOs%2oancfloa
• 12 INCHES. REMOVE AND DISPOSE HARDENED CONCRETE AND RETURN THE STRUCTURE SIGN DETAIL
\\ • I I esecure With plastic ties at posts and on wire every 12' baffle to side of basin and secure to vertical post TO A FUNCTIONAL CONDITION AFTER REACHING 75% CAPACITY. (OR EQUIVALENT) -
kgs\OQ O O O 2 2' Min -6" 2. INSPECT WASHOUT STUCTURE FOR DAMAGE AND MAINTAIN FOR EFFCTIVENESS WEEKLY. REQUIRED FOR ANY OPTION
. --w
REMOVE CONCRETE STRUCTURE AND SIGN ON PROJECT COMPLETION, DISPOSSE OF
4'MaX.
3. CONCRETE IN APPROVED LANDFILL SITE OR RECYCLE.
4 / O De I I i neator post 2' -6" min. embedment it GRADE THE EARTH MATERIAL TO MATCH EXISTING CONTOUS AND SEED ACCORDING TO
BOTTOM 9Gauge NnHigh _M-0-4, \\ 4. PLANT SCHEDULE. MULCH AREA ACCORDINGLY.
Tension Wire Strand 3'MIN!' Variable Depth CONCRETE WASHOUT DETAIL [}
MailBes�llP�d � CONSTRUCTION PLAN
VEGETATIVE S W A L E Approach View TO Post TD11ppDrt
6 e itAaterial i Secure bottom of baffle to ground With
TEvenly spaced (mi n.6' max.8') O De I I i neator post 2'-6" �,,;._" 12"staplesat Irmas*mm spacing. EROSION CONTROL DETAILS
as directed by the engineer Min. embedment Baffle Material
-".�..... Material
F14LPS R IDGE
"`Q101�lfyy��,y REFERENCE: A PORTION OF THIS PROPERTY IS RECORDED IN
��'
General Notes: r If the temporary sediment basin Will be 11 Gauge �.�
p► DEED BOOK 1234, PAGE 149 OF TE PITT COUNTY REGISTRY.
This road c I osure layout is intended for 0 converted to a permanent stormwater basin Landscaping Maple �� Ci, g�pNA� s
dead-end streets in urban or other residential g `. �
areas. Additional postitive closure, such ti a of gmater depth, the baffle height should be . `Z, �fi WINTERVILLE TOWNSHIP PITT COUNTY NORTH CAROLINA
cho i n- I i nk fence or guardrail, should be considered 0 based on the pool depth dying u as a I ¢
to supplement these symbols when a condition ,d .0 C , a
temporary sediment basin. 0, 5 X JEANETTE W. DAVIS DEVELOPER:BILL CLARK HOMES OF
such as a natural stream or deep excavation exsits. 0 0 0 j OWNER. TRUSTEES ETALS •
See MUTCD Chapter 3C for details of red reflectorized It �,�• a GREENVILLE, LLC
buttons on a black or red background sign.
0 0 Note: Install three (3)wirfiberbaffles inbasins ' .Steel Poi ADDRESS' 4912 AYDEN GOLF CLUB RD ADDRESS:
200 E. ARLINGTON BLVD.
0
atdrainage outlets with a spacing of 1/4 the ; 2' -("Depth ''•y p.�� AYDEN. NC 28513 GREENVILLE, NC 27858
basin length.Two(2)coir fiber baffles can beBade Material secured to the bottomNayun PHONE: [phone] PHONE: [phone]
installed in the basins less than 20 ft in length and sides of basin using 12"land ape staples with a spacing of 1/3 the basin length. DESIGNED: RAB DATE: 6/1/18
PROJECT NO.: P1611-002 STROUD ENGINEERING P.A. LHJ SCALE:
TEMPORARY BARRICADE �,,,✓�£ '� 3 • DRAWN:
DRAWING NO.: 028 POROUS BAFFLE DETAIL 8 '"� I �E YILOLE. NORTH STREET
27858 APPROVED: RAB N.T.S.
12521 756-9352 SHEETC280F 29
(TYPICAL ALL PONDS) RICHARD A. BROWN. P.E. L10ENK No.0-01141