20190373 Ver 1_Plans 2.9.19_20190405

ISSUED F04
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d
a
i 1 " �! 1040
Homes,
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INDEX:PLAN SHEET
COVER COVER SHEET
SP-1 - SP-9 SITE PLAN
9 EC-1 - EG22 EROSION CONTROL PLAN
December GP-1 - GP-11 GRADING PLAN
CP-1 - CP-3 CULVERT CROSSING.
BMP-1 - BMP-6 BMP PLAN
SD-1 - SD-10 STORM DRAIN PROFILES
RP-1 - RP-11 ROADWAY PLAN AND PROFILES
LP-1 - LP-1 LANDSCAPE PLAN
UP-1 - UP-20 UTILITY PLAN
ZZ .,�im
`.
VICINITY MAP - N.T.S.
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & tredel County
1
09/1012018
Third Submittal to Troutman
2
11107/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
1
l' Associates,
Engineering band Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoe'r-larris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Encgin s l
CAROI
♦ ��° ° FESS/p ° °/�9 �'o ®♦��" °OOQFES$/o
;o SEAL o a W SEAL Z o c
pL,.$c? C-4168 o 44299 =0
r p>2 o �°°
rry°°'/ o," ro
,9 P v °
°0000000°°°�\ e♦ ,I> O/,°O000 000°°°
'1S�' AS�O S
e i e
Project Manager
Drawn
J. Hegemann
J. Hegemann
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Cate
December 5, 2018
Qsbuilt Drawn
Asbuilt Date
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: (704) 238-1.229
Pr j sect:
Sutter's mill 11
Drawing l` &.,
Cover
Project lea;. Drawing No.
2605
DWG File Marne:
2605-Cover
UVER]

LOT SIZE & AREA (SINGLE
LOT# AREA (SF) WIDTH (ft) LOT# AREA (SF) WIDTH (ft) LOT# AREA (SF) WIDTH (ft) LOT# AREA (SF) WIDTH (ft) LOT# AREA (SF) WIDTH (ft) LOT# AREA (SF)
FAMILY RESIDENTIAL)
WIDTH (ft)
LOT# AREA (SF) WIDTH (ft) LOT# AREA (SF) WIDTH (ft) LOT# AREA (SF) WIDTH (ft) LOT# AREA (SF) WIDTH (ft) LOT# AREA (SF) WIDTH (ft)
1
7140
51
19
6871
51
37
6732
51
55
7140
51
73
7324
51
91
7142
51
109
7352
51
127
7442
51
145
8079
51
163
7809
51
181
7140
51
2
7140
51
20
6825
51
38
7115
51
56
7140
51
74
7324
51
92
7544
51
110
7184
51
128
7442
51
146
7406
51
164
7809
51
182
7140
51
3
1 7140
51
21
1 6781
51
39
7369
51
57
7986
51
75
8165
51
93
7544
51
111
7184
51
129
8287
51
147
6630
51
165
8203
51
183
7140
51
4
7140
51
22
6735
51
40
7346
51
58
7986
51
76
9303
51
94
7544
51
112
7184
51
130
7140
51
148
6630
51
166
8584
51
184
7140
1 51
5
7140
51
23
6689
51
41
7457
51
59
7140
51
77
8669
51
95
7323
51
113
.7986
51
131
7140
51
149
6630
51
167
8584
51
185
7140
51
6
7140
51
24
6542
51
42
7740
51
60
7140
51
78
8392
51
96
7035
51
114
7140
51
132
7140
51
150
6630
51
168
8584
51
186
7140
51
7
8983
51
25
6596
51
43
1 7418
51
61
7140
51
79
7449
51
97
7035
51
115
7140
51
133
7140
51
151
6762
51
169
8087
51
187
7140
51
8
7993
51
26
6552
51
44
6910
51
62
7986
51
80
7449
51
98
7035
51
116
10063
51
134
7140
51
152
6941
51
170
8859
51
189
7140
51
9
8019
51
27
6506
51
45
7562
51
63
8170
51
81
7449
51
99
7035
51
117
12184
51
135
8686
51
153
7970
51
171
1 6630
51
189
1 7514
51
10
8154
51
28
6460
51
46
8101
51
64
7324
51
82
7449
51
100
7843
51
118
11886
51
136
7140
51
154
7873
51
172
7578
51
11
8089
51
29
6413
51
47
7137
51
65
7324
51
83
7449
51
101
7991
51
119
8301
51
137
7140
51
155
6630
51
173
6783
51
12
7729
51
30
6367
51
48
7137
51
66
7324
51
84
7449
51
102
7184
51
120
8317
51
138
7140
51
156
6630
51
174
6783
51
13
7507
51
31
6321
51
49
7261
51
67
7324
51
85
7449
51
103
7184
51
121
8317
51
139
7140
51
157
6630
51
175
12197
51
14
7285
51
32
6420
51
50
7765
51
68
7324
51
86
7449
51
104
7184
1 51
122
7944
51
140
7140
51
158
7407
51
176
8079
51
15
7775
51
33
6553
51
51
7765
51
69
7324
51
87
8294
51
105
7184
51
123
9655
51
141
7373
51
159
8033
51
177
7672
51
16
7698
51
34
6449
51
52
7765
51
70
7324
51
88
7035
51
106
7582
51
124
8256
51
142
8079
51
160
7809
51
178
7140
51
17
6964
51
35
6452
51
53
7385
51
71
7621
51
89
7035
51
107
7784
51
125
7442
51
143
8079
51
161
7809
51
179
7140
51
18
6916
51
36
6710
51
54
7140
51
72
7529
51
)0
7035
51
108
7780
51
126
7442
51
144
8079
51
162
7809
51
180
7140
51
R 3, LLC.
TAX PARCEL 4659-29-8861
DEED BOOK: 2053 PAGE: 981
T NATURE TRAIL
ACCESS TO GREENWAY
,HOA MAINTAINED)
VICINITY MAP - N.T.S.
Development Information:
Project Name: Sutter's Mill II
Location: Town of Troutman, Iredell County, North Carolina
RIGHT OF WAY FOR Owner/Developer: Dependable Development, Inc.
FUTURE ROADWAY 2649 Brekonridge Centre Drive, Suite 104
CONNECTION WITH Monroe, North Carolina 28110
TEMPORARY TURN Phone: [phone]
AROUND Site Acreage: 99.05 Ac (Total Acreage)
- 37.04 Ac (Home Lots)
- 6.00 Ac (25 LF Perimeter Buffer)
11.15 Ac (Roadways)
44.86 (Common Open Space)
Common Open
Space (COS): 44.86 Ac (45.28% of total site acreage)(Min is
EXISTING STREAM 40.0%)
AND 25' BUFFER - Passive Open Space/ Nature Preserve (Min 40.0%
of COS) - 37.29 Ac (83.13% of COS)*
ROADWAY STUB FOR *Incudes Max BMP Area - 4.13 Ac (9.20% of COS)
Public Trail - 0.47 Ac 1 `.05% of COS
-FUTURE ROADWAY - ( ° )
143 CONNECTION - Active Open Space (Min 5.0 /o of COS) 2.97 Ac
I
142 6 620/ f COS
HOWARD JEROME.
TAX PARCEL 4750-22-0353
DEED BOOK: 788 PAGE: 211
/ , 145 141 140 139 / (BY OTHERS) ( o O )
WEATHERS CREEK I-1 13 / - _ - -
Q ,-� -� 13 l' �-,_ - Zoning: Conservative Cluster (CC) CZ-RT-CC 17-02
\ 12� y jam! --- P�E1 !t _�J
lY
ARKM°`�,` / r f3Mp # \; Setbacksards: Front - 25 FT (20 FT for Homes with Porches)
4
R3, LLC.
TAX PARCEL 4659-29-8861
DEED BOOK: 2053 PAGE: 981
1
10' PAVED GREENWAY IN
ON GRADE DEDICATED
TO PUBLIC
FEMA FLOODWAY
EXISTING WETLAND
Corner - 12 FT
Side - 5 FT
,� Rear - 20 FT
167 11168 169 �I 146 -� 133 132 +
-` Y
166 :� ; . % ,- 13 Land Use: Existing -Wooded &Pasture
�/ �/
165
\ 147 / -/ Proposed 189 Single Family Residential Lots
I pAR "'oN�°R- ' !, ��! / 25 LF PERIMETER BUFFER
/ / . , Min. Lot Width: 51 FT
148 � - l gg �...
\ Min. Lot Size: 6514 SF
-, �4 129 �,' I OAF LOIVESTOCK, LLC... _
1 COS 149 -' f 98 `~_ -! =, - - Ave. Lot Size: 7140 SF
so 163 % TAX PARCEL 4750 23 9259
�\-. .` 150 -� j L03 M �,_� W reel 128 13o DEED BOOK: 1574 PAGE: 2296 Lots Proposed. 189 Lots
81 1 /. .62 % _ �� 97 m / tt �t
i _ ��t. ;{ J Flood Data: A portion of the property lies within Zone AE according
127 J
82 i`i 161 �151 ;m 1 J 96 rv� f/ to FIRM Map 371.0474000J, dated March 18, 2008.
�70 �� 160 L 152 _ / / 95 105 EMERGENCY ACCESS Road Lengths: FAIRFIELD DRIVE (60' RNV 1894 LF
J
/ . .�\/ _ 1.....
f 84 _ p� y �i ' 106 125 \ W/ GATE. PARKMONT DRIVE (60 R/W) 2528 LF
��. z° 171 _ 159 RIGHT OF WAY FOR FUTURE FERN LANE 60' R 686 LF
/ 185 �r� COS -'� ROADWAY CONNECTION
�. 93 107 _. _. , --_ _ 124 I � � MANSELL LANE (60 RNA 452 LF
I I _- ► .I <. �. _:1BY OTHERS
/ 186 .y � I �" `—� ' 121 /120 I� � �� ( ) FORBES LANE (60 RN1n 931 LF
I
` 4 I
L�
174 117 158 157 156 155 15 I ` 108 �-- 123 , ,Y 119
75 73 92�L_,L_L . r / BENFORD DRIVE (60' RNA 1242 LF
187 CARMINE COURT (60' R/W) 384 LF
/ 188 .,. _ i� i- l� i i �l - i—i _� 91 I 109 i _i c^� 6a E °° r 4 ?� C S -`,
-� lilt FERN �_ - FERNLANE_ _I - - (®, —7. \ ,`!� 11 i h // APPROXIMATE LOCATION OF
61,
� .-
MAILBOXKIOSKS
-r 16 4COS
ZN_ 85 76 ! _ Q
{{ j} EXISTING
' 77 178 79 � 80 � 81 82 83 84 85 I, 86 1187 II ` �Z!_�� _
I ' 1 mh_a 88 112 I" w i . 47 46 l� I�1 GASLINE EASEMENT
BMP #2 C _ ---o
I _ r 1 1. m t 52 51 \ 1� 1 -� COS \r
I i I I I � k. 57 56 55 54 53 � ;�o--\��- i;�,, ` \ �-\ \
43
73 -- ; ,-, �- ' _ _i ? ,- i � ... '', i •`' ;--''�// � �%" � � /� 42 -cam,
wwl
i \
FAIRFIECD DImo"—
1sa-
31 3Z
- 2-
_ - 29 30
16 17 18 19 20 21 22 23 24 25 7
26 � l � � ., �,�.;, ,h*�•,�°~...
-- I 10 11 12 14 15
� � 5 NATO RE TRAIL
(HOA MAINTAINED)
COS BARKLEY JENNY H+GROVER L.
COS �Zy TAX PARCEL 4750-44-1052
\ o
DEED BOOK; 1361 PAGE: 365
EXISTING STREAM
_ \, BMP #1 �x t -
AND 25 BUFFER
FEMA 100YR FLOOD
HAZARD BOUNDARY
ZONE AE l �, \', ��
/ ��, `� j -
SHERRIL BOBBY V+KIMBERLY C.
TAX PARCEL 4750-30-9300
DEED BOOK: 1137 PAGE: 251
PROPERTY BOUNDARY LINE
BRAWLEY FARM PROPERTIES
RLLP+DALE W BRAWLEY.
TAX PARCEL 4750--52-5540
DEED BOOK: 2212 PAGE: 324
BRAWLEY FARM PROPERTIES RLLP
TAX PARCEL 4750_ 55-
9209
DEED BOOK: 2212 PAGE. 324
DATE I ISSUED FOR I REV
05/10/2018 Initial Submittal to Town of Troutman& Iredel County 0
08/10/2018 Second Submittal to Troutman & Iredel County 1
09/10/2018 Third Submittal to Troutman 2
11/07/2018 Fourth Submittal to Troutman (Water/Sewer/Storm) 3
11/19/2018 Fifth Submittal to Troutman (Water/Sewer/Storm) 4
12/05/2018 Revision to Storm Labels 5
Engineering - Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [phone]
ww.rjOeharris.co
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Autho ity
having jurisdiction. —
Corporate Seal Engine "s sCAR C
p ° ��'!-Ao°<ypF ESS
0 4, 7 V�°°o 1
®� „ m SEAL z o v °w SEAL �>
.. c> C-4168 o z d 44299 z`e
�a q
�� S& ASS
Project Ivianager rawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE OM S, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill 11
Drawing Title.
Overall Site Plan
Project No. Drawing No.
2605
DWG rile Name:
2605-Site Plan 1

DATE ISSUED FOR REV
S P-7 -- _ 05/10/2018 Initial Submittal to Town of Troutman& Iredel County 0
QQ yp 08/10/2018 Second Submittal to Troutman & Iredel County 1
09/10/2018 Third Submittal to Troutman 2
utters Mill Q 11/07/2018 Fourth Submittal to Troutman (Water/Sewer/Storm) 3
SP-6 3
SP- w 1Ill 9/2018 Fifth Submittal to Troutman (Water!Sewer/Storm) 4
/ F qcr, 12/05/2018 Revision to Storm Labels 5
/pwpry g' m
o
0
/ c
® ® J gailw nds Rd OCe� d
FEMA FLOODWAY IL
SP-2 SP-4
S P-3
• VICINITY MAP - N.T.S.
Key Map
189
/ T F)42 / `sMPMAi 7514 SFaft
N'r-_ 1 FNAN4\
/ �gS�M�N�, 80 o� r44•) 5r
1 ' 1
p ,/� oI
-_q I ` 79 7449 SF
`
76 I o� 1 0, 7449 SF ' -- Kra what's .
/ 78 1 _
- 9303 SF MI 77
n� e 4 �I 6392 SF t ' f�_—
\I / 8669 SF ' 1 _ SP-J One -Call Center Call beforeyOUdig.
SVAE
Engineer:
I h C L - r- _ - `i
rJ 05
.. i� 9. 37 7 11 46 _!
33.
7324
II If I \ �-�,,.�-__-- >. 29. 1' ...-• / 3 � :�`� 1 ' ' ' 66 $ j
� _.i 55.2 � o
. I �— ._._--------- -- 1 1 7 0 7324 SF
!z �- 1 1- 1 6
Iu I k _ -20' s.o.E: 5231' i / 1 1 ' ' ' 68 0 7324 SF
69 a 7324 SF Q� +
PpD ; 4ti R. Joe Harris & Associates, Inc.
1Q I I I I 1 0) 70 0 7324 SF
IZ5g 53 � \ o pRD a 4`
Iw 1 71 '� 7324 SF 1 1 t ' 64' �_ Engineering ® Land Surveying ® Planning
1+ 720 7621 SF ' 1 64' _— 1o' . � ieManagement
a \ ' I PAQ =� 52 11 ®'.
-�"� � l_ i Gcu Casey Drive, Suite 101, Fort Nlill, S.C. 29708 P: [phone]
\a 7529 SF , 1 ' LP ! 4_i } .
-,- 73 6 `I
7324 SF \ ` , ' = 401 Sz1,1' ,
- 74 AQ40' www.rjoeharris.com
—�1 _ -1. 1.--4 - .rjOhrri.cOr
1 \ \ o \ 7324 SF75
.'--
8SF 165 ` \ \ fi° 14.6 �—�
\X64 +OU This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
40 �( 1 636 drawing, and proper permit forms and related fees are transmitted
\\
6 gq 5i O ® t0 by the Owner, Owner's Agent or Contractor to the Authority
\ ` 31 ��U® p0 1 CCi � 5s.� '.. 1 ppG having jurisdiction.
i o 40
7140 SF `'�. �J U 51.40'
\_ ok \ pP% /1 ,- `_�' i Corporate Seal Engirae '
GU1 -- ? G pAAAlulee)O a'""+dlo
�0/\ k /i I .�1 - 1 1°� — 'r� pPQ z 40' >®° N CA l?
n 140.0 ° / O ` ! O' 1 3A•3 rt 51.00' ` .1 1 4' 1 s®® °°.e., °1°j ®, ¢� O� ®1i
1 ;ye. -Y
/'' `� ''• f .� � o o ES$%.
/ ' - /' H -�� �. -/q " • _ , N/s s 4!1
2 1_ t pAQ " 16 6' cg °w SEALa
5 `; 34'2 X - a SEAL z 8� r a o� 44.299 „F
7140 SF` _ /Y 20-'� '1_ pAQ�4o ' ` 11 , 7698 SF ' ooeC-41680 `"
7775 SF
s ' 1 s& ASS�;.�` °°'•,,'f4 S L
14
0 / \ PPQ 1 1 t®leheaenAA®®® ®°0enueaAAA:
v o ' S1.q , ," ` ' 1 13 �' 7285 SF ' ' ' 1
O _
1
/pPo,4° 4 \ `12 Q 7507 SF ' J
7140 SF P\_.. O • ° c" q0 X \ `' ' Project Manager
Drawn
\w \� o — „' by -p�D' ` 11 7729 SF 1 1 1 J. He emann M. Ali
`. 8089 SF ' 1 ' 5s.o1' g t l4iana er Checked
EXISTING WETLANDS o \ o / _.� . C ®PP®,40 , 10 1 �1 ' ' 1epartrr,en r�
8154 SF 1 ' ' ' t —'" 25.33 '�`_��� \ P. Murphy T. Kelley
/ 9 Print/Plot Date
. 3 x
8019 SF \ ' 1 y11� '`\,��' December 5, 2018
Client
7140 SF \7993 SF
TRUE HOMES, LLC
>n
FEMA 100YR FLOOD / 1/a000 �\ \ c�\ 8935 SF \ \ , ✓ ��\\ \ _
HAZARD BOUNDARY 2656 BREKONRIDGE CENTRE DRIVE,'
ZONE AE SUITE 104, MONROE, NC 28110
/ 26�a \` �T, y P: [phone]
7140 SF
3415 "AlrM,
EXISTING GASLINE EASEMENT 7140 SF
�(I
5 NATURE TRAIL Wo. \ ��'`\ - °`Sutter's Mill 11
(HOA MAINTAINED) g \ oo
ice• \\ �
25 LF PERIMETER BUFFER Drawing Title:
co
- TIERS MILL PH 3 \ '-- --
TIE IN TO SU - I� Sri
— 1277.202'
EXISTING STREAM GRAPHIC SCALE
PROPERTY BOUNDARY
AND 25' BUFFER ,60
_ \-��'� \ ��a. �`r ,�_ < _ r �tllrr. YtIV� i. P.Q•ert
2605
-i ``` \' a-. .; \ ,.^ � .,,'`• '`,'` ,:' �'. �, �`�, `. °� �.-♦♦., ' � --°•: -- -- _♦ ( IN FEET) DWG File Name:
, \ , ° ♦, �'•,., ®"�`a ', ..- ..� ��� I .� �; � 1 inch 40 ft.
2605-Site Plan

' C 134.50' o I
m - 134.50'
- - -
' I �+ 88 112 CD
_ _ �- 7035 S F I Q I
- - - - - - --�, _ _ I �l 0 7184 SF
-� _ i I
- - - _ E SHEET - n --I -_ _i .__
SHEET SP-6
4 ' 49. 6.211107M 4' 51. 3Mill 00 5. 0' 5 .0 0' 00' 86'
SHEETP-3 Z - - - SHEET SF'-3
_ _20' S.D.E.
;olr-ul
m I.
20 STORM,E DEMENT ( I o
I
o ua o I I I N m a
3 0 67 66 0 65 0 64 0 63 I r o 62 0 61 0 60 o f 59 0 58 �, r I 57 o I 56 0 55 54 lb I
0
(! �� I r I I 7140 F c' 7140 SF r 7140 SF
SF 7324 SF 7324 SF I 7324 SF 1 I 7324 SF I 8170 SF �. I. T I , 7986 SF 7140 SF 7140 SF 7140 SF 7986 SF I Iz ( 7986 SF S
I•� l ( I ,�z i ' I '
IC9i J
)' X 64' PAD - 40' X 64' I PAD 40' X 64' I PAD - 40' X 64' PAD = 40' X 64' PAD = 40' X 64' '� .: PAD = 40' X 64' PAD = 40' X 64` PAD = 40' X 64' PAD 40' X 64' PAD = 40' X 64' ( PAD 40' X 64' ! PAD = 40' X 64' PAD = 40' X 64' PAD = 40' X 64'
_ _ - -0' - -_A T -_ D 4_ ��. 4L-_ J k- J J �- -- - -a -,- - --� 5' SIDEWALK
+D �j0 e�y 0
10'G.UE4
��
"g.U.E. -
� �5_L0I_ 0'
52.(}1 52.,)1' 4.31 3300' 51.0051.00' 33.033.00 51.()05L00
_
77
I 10 PLANTING
STRIP
i
40 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
- - - o-- ` i - - I - -I - - _I - {_ _ I- f - - -+ o- � } - o I - -I - - I { - -- -+-Q Co-2 VALLEY C&G
I _I __ _i_ I i e_ �I i _ J _ _ _-------------
I I
i1, 0' 56AIJV
56.00' 51.00' �r ®51.00' 51.00' 51.00' I {� 51.00' ��- 51.00' �I 51.00' S1.00' 51.00, 51.00' j 51.00' I 51.00' 51.00' I 51.00' 51.00' P�^ 1 6 P LA N T I N G
�- ��_+10'G.U.E.)i I ��10'G.U.E. ; _ I l STRIP
� I -_ �_ -:40'X 64' PAD = 4PAD = 40' X 64' PAD = 40' X 64' i PAD = 40' X 64' ! PAD = 40' X 64' PAD = 40' X 64' PAD = 40' X 64' PAD = 40' X 64' PAD = 40' X 64' 1 PAD = 40' X 64' PAD = 40' X 64' 1 PAD = 40' X 64' PAD = 40' X 64' IPAD = 40' X 64' hPAD 40' X 64' 1 PAD = 40' X 6 i-PAD = 40' X 64'
I f � I� � ; i I
15 16 n 17, I o 1$ , 19 N' 20 M 21 I 22 23 24 P 25 c � 26 c , 27 0 28 N 29 30 a 31
M M �, M' N NI NI �I 6367 SF 6321 SF
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51.01' 51.01' S1.01 ..
51.01' 51.01' 51.01' 51.01' 51.01' \ \ r
l 51.01' 51.01' 51.01' 51.01'
25.33' 30.76' 56.01' \ �\ `�\
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EXISTING GASLINE EASEMENT
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x a%.fi ovaa.si
( IN FEET, )
1 inch = 40 ft.
RM
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11119/2018
Fifth Submittal to Troutman (Water/Sewer/Storrn)
4
12/05/2018
Revision to Storm Labels
5
k - Harris ' Associates,
Engineering Land Surveying Planning
Management
127 Bert Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Auth rity.
having jurisdiction. 4 /
Corporate Neal Engine /sSOf
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,f1111111111 re/ff1f1111
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
PrintiPlot Date
December 5, 2018
Client
TRUE HOMES, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill II
Site Plan
Project No. Drawing No.
2605
DWG File Name:
2605-Site Plan SP-3-

DATE ISSUED FOR REV
05/10/2018 Initial Submittal to Town of Troutman Iredel County 0
08/10/2018 Second Submittal to Troutman & Iredel County 1
09/10/2018 Third Submittal to Troutman 2
11/07/2018 Fourth Submittal to Troutman (Water/Sewer/Storm) 3
11/19/2018 Fifth Submittal to Troutman (Vllater/Sewer/Storm) 4
12/05/2018 Revision to Storm Labels 5
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Kno
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N« X� OtisaL a One -Call Center Callbefore YOU dig.
Engineer:
K.
Joe arriS & Associates,Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: (803) 8024799
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engin S
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Or%°®°1I�,
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44299 =o
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Project Manager Drawn
J. Hegemenn M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOME -3, LL
2656 BREKONRIDCE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Sutter'si!i !i
Drawing Title:
Site Plan
Project No. Drawing No.
2605
DWG File Narneo
2605-Site Plan SP—

hTE I ISSUED FOR I RE_V
3/2018 Initial ,Submittal to Town of Troutman& Iredel County 0
D/2018
Second Submittal to Troutman & Iredel County
1
D/2018
Third Submittal to Troutman
2
7/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
9/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
512018
Revision to Storm Labels
5
A. Joe Harris Associates, Inc.
Engineering ®L,and Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Port Mill, S.C. 29708 P: (803) 802-1 /99
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Au ority
having jurisdiction.
Corporate Seal Engin
CAR
fESV6,%.
N o
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C-4168 o z ° 44299 , F
®®®> 7S& ASS So, a
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUEHIOMES, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Sutter's
Ill 11
Drawing Title:
Site Plea
Project No. Drawing No.
2605
DWG File Name:
2605-Site Plan

VICINITY MAP - N.T.S.
Key a
M
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a ( 130.0� Q_r /// i /134.5`0\
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105
DEED BOOK: 1574 PAGE: 2296
152 7184 SF s /
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7970 SF _.__ v I u „ �Q 7544 SF I ° _.____ o % °° ��
-, - _ -- - _ 35s3' 25 LF PERIMETER BUFFER
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34.50',.'� /1'I (O t� 3
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11.92' 51,00' I I 1 ®7 /
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7784 SF SF
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�I 7544 SF ( I I + -� ' _�40, 118
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PAD = 40' X 64' �' d T �.. _ `'so°?. %` 113.9T --_ —r ass
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_"- e. 53.?0' �I _ - 7035 SF y
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I
ATE I ISSUED FOR I REV
0511012018
Initial Submittal to 'Town offroutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal toTroutman (Water/Sewer/Storm)
4.
12/05/2018
Revision to Storm Labels
5
R. Harris 1.,Associates,
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Auth rity
having jurisdiction.
Corporate ;peal Engin
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0
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Project Manager
Drawn
J. Hegemann
M. Ali
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project
Sutter's Mill 11
Drawing Title:
Site Plan
Project No.
Drawing No.
2605
DY/r File Name:
P-Q]
2605-Site Plan

DATE I ISSUED FOR I REV
5/10/2018 Initial Submittal to Town of Troutman& Iredel County 0
8/10/2018
Second Submittal to Troutman & Iredel County
1
9/10/2018
Third Submittal to Troutman
2
1/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
1/19/2018
Fifth Submittal to Troutman (Wafer/Sewer/Storm)
4
2/05/2018
Revision to Storm Labels
5
R. Joe Harris & Associates, Inca
Engineering ® Ladd Surveying ® Planning
Management
127 I3en Casey Drive, Suite 101, Fort Mill, S.C. 29708 Pi (803) 802-1 99
ww.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engin
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Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE ES", LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill 11
Drawing Title:
Site Plan
Project No. Drawing No.
2605
DWG File Name:
2605-Site Plan

I - -
51.90'
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TAX PARCEL 4750-23-9259
( DEED BOOK: 1574 PAGE: 2296
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5' SIDEWALK
10' PLANTING
T °7� STRIP
TEMPORARY END
OF ROAD
BARRICADE
2' VALLEY C&G
16' PLANTING STRIP
r
Ill
DATE ISSUED FOR REV
05/10120,18
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storrn)
3
11/19/2018,
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
R. Joe Harris & Associates, Inc.
h - Land • w Surveying , r.
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
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Project Manager
Craws
J. Hegemann
M. Ali
Department Manager
Chocked
P. Murphy
T. Kelley
Prins/Plot Cate
December 5, 2018
Client
HOMES,TRUE LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Sutter'sMill 11
Drawing Title:
Site Plan
Project No.
Drawing No.
2605
DWG File Name:
2605-Site Plan

FWA
30, OR 40'` .
60 RIGHT GF WAY WIDTH S'`r :..
APPROVED STREET THEE
l"llr # D IT2"R%dl
+� f... _ .r r APPROVED SEriE£r TiiEE
LOCATED IN CENTER OFF r is
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SEE STD. SEE . T .. LANDSCAPE AREA BACK CIF �!ALEEI( h'li ltlli I/
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R-6 PAVEMENT WIDTH P 1T1 c� e r T _ GUTTER
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1/4 /FT-: a 1/ 1 PER F[]E f 1/4 PER F[ILiT� .. « _{
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GtlUTTER GUTTER I ONE-HALF' OF PAVEMENT 2"0• R VARIES 6.£r' TO 13.6, ("UTILITY EASEMENT i
TYPICAL CROSS SECTION p------Y/Itiiil" - z e - -� _ i r�s 1 I 2`a' ONE-HALF ar 1
----.„.„ 1 /FT •„-�,. 2'6= PAVEMENT WIDTH
AFL MAX 2.1 1FT- RESIDENTIAL STREETS .,---� j_���_•._•
-,L wMAX
id,
[vlunnium Pavement Schedule •
--.--
tiALX d .,, i '�� �tYAt{� 1~ � ;JDtkiT S-`�_„
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A. S compacted aggregate base course or 4 bnurnitious concrete bast, course, type B 25.0G, pf STORM DRAIN o o � VARIES 6.5^ :•., +� ,-
I DN 7 y TEL o li.._ 1 i la t•r+
I BOTH sIDESI o._ TEL Tv ro 13.5' STORM DRAIN r `* tf e1 E IF CUTTER
i I 3..,
B. 3" Bituminous concrete surface course, type 5-9.5I3, with I %" placed immediately after ['[ �T° a �J � f . � -
i„ B t ELECT. fur;,
i - .:: ............. .;.
.preparation ot'base and final I / placed after 9U/u development occupancy. ( ! � a' _ t�A,t,Ell
i AS nF.4NiIflED t UtiOER
.. , FOR STREET' CLASS 2' •�wE-- ` tTILITY£'6 i3TH... UNOE11 GHDUNEa I A5 H£r1UIHED I ,•'..,
Tack t it t I3-2 r i ~Clean r' ; TrLTTrEs artten FOR STREET GLA S 1 RAD ------ t21!•-
C. ae cos ypc 5,UC base course s used. base course prior to tack coat application. THAN WATER, Iy] Yf£fl *sTefi!_ET BUTTER SEWER HEAR CENTER OF STREET TEALINE I THAN WATER, SEtYER l TTE [ 4P V !t� #r#1t511�1 v I
(NDT CLOSER THAN 3' FROM FACE OF GUTTER - AND STORM DRAINS f AND STORM DRAINS '
Notes: TO BE OUTSIDE R/Y/ I TO DE SEWER NEAR CENTER OF STREET LIN. UNLESS
R/td
LYNEfjNi£$&. - (NOT CLOSER THAN 5' FROM FACE OF GUTTER) -.-�1J
! -
l. Use 2'-0" valley gaiter" OTHERWISE APPROVED OTHERWISE �APPROVEO I � General Notes:
I
2, Type of street is determined by the Town. RIGHT ROAD SHOULDER SECTION R=3 ' 1. Contraction joints shall be spaced at 10' intervals, except that a 15' spacing may be used when a
SIIOWING UNDERGROUND UTILITIES LEFT ROAD SfIQULDER SECTION machine is used or when satisfactory support for the face can be obtained without the use of
SHOWING UNDERGROUND UTILITIES templates at 10' intervals.
3. For local commercial and industrial streets -See R-y7 . G8 `
Notes: !
w 2. Joints acing shall be provided to prevent Uncontrolled crackins.
4. Residential collector streets to have sidewalk on both sides of street. Local residential streets to 1. Residential collector streets and all commercial streets to have sidewalks on both sides of street. Notes: p p p
• , . 1. Residential collector streets . . .
have sidewalk on one (waterline side side at street. Sidewalks. to e n Local residentialr a and all commercial streets to have sidewalks uri both sides of street_
( ) s , b minimum 5 wide: streets to have sidewalk 6n one (apposite from waterline side) side of street.i
3 Contacting omt- may in • all with the f
Industrial streets • Local residential streets to have sidewalk on one (opposite from waterline side) side of street, CATCH BASINS REQUIRED F a gJ s y be installed w t e use o templates or formed by other NL,DUr approved
t streets to be determined by Town. (PP ) ill ED l ,
5, Intersecting streets shall have a minimum radius 0120 at the back f c r i Industrial streets to by dt,tr,mm�Ld by Town, methods. Nvn templ�ite formedlvin[s shall be a tmnunuindcpth of l h ,
a i s b L o u b. STREET DRAINS TQWARB
2. For thoroughfares and commerciallindustrial streets, submit proposed typical section to Town and CUL-DE-SACS AT MORE '
,. ,
• • . " 2, Pat thoroughfares <irrd e n r ' � i 4. All contraction joints shall be filled with omt sealers,
6. lT un street parking is allowed, the Town may require an additional pavement width, NCDUI for individual review and approval. gh or mi,rcraUlndustru 1 streets, submit proposed typical section to 'Town and J J
PP � �T�,AN 3f
NCDOT for individual review and approval. >
5. Expansion johns shall be spaced at 90' intervals anti adjacent to all rigid objects.
3. unless otherwisestated in this Urdinance, street trees shall be planted at a rate of 5 per 200 Leek, per ce
Minimum Width of Pavement side, 3. Unless otherwise stated in this Ordinance, street trees sliall be planted at a rate of 5 per 200 feet, per
Residential Collector Street 30' side. 6, Expansion and construction joints shall be filled with joint filler and seater.
Local Residential Street 24'
!
Troutman, NC Standard Detail
Date: NuveFFaber 200E
Troutman, NC Standard Detail
Date: November 2008
I
RESIDENTIAL DEAD END STREETS
RE`JISED MAY 5 'E010
..„ _...:,�.� ...-u.�,�,. wa�.-..„ _::,.,,..„.,4-„...._.,-,,�,�...�,.,�.-, , ,-- _..,,,..t._�.,.
TF' 7f! ik1,14`l l i1 S 1 AIiD� awJl DETAILA i 1 I f1F ill-.0 IIr
.. _ �_.. ... - _
DriAT7C rr"r.t h,,IL!L'
Roads
, :. SECTION
RIG[II SHC}ULDEIt
I Scale: None
Roads
LE,I"r SHOULDER 'E I
S 4)U b CT (9iV
I Seale,: None
, , .
Troutman, NG'atandardDetar!
. �
Date. November -OU8
Standard R-S
-
Standard R 6
rro tman NCStandard
u Detail
Date: April 2006
I
Roads
CROSS aE(.'fi'I(iN STANDARD 3
Sct[e: Nurse
Roads
CURB AND GUTTER
Scale: Nurse
Standard iT-a
Standard R-9
RE IDEI TIAL QUL-DE-SAE SIAf}rr <� R- ,
E
•
i
DRIVEWAY Vjk Vf4�IEs
EyiiA1 B JT EXPANSION CONTROL, CONTROL CONTROL r . RAW20' PERMANENT EASEMENT
tip £#FIFE r J I NT I� ,�.�, . � ., �--�--_----------
N N JN DINT' JRIlta:T. T- . _
2 a, 5 B
<� dI111`11 €jill`d> dt�ItlT .L+ ,
fi . K OF L14 TO 13F'
E1TR1 PLAT: �XPANSI©N /
R phi
CANC, JOINT aI�INT° lTl
, EiE,
SINOLE R s WIE DUAL R $ OW
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DE
RE CAE l/itsG ON PE4 . €AlI ..--.- _ .
CE ES�EO -GUTTER ,,-..-
_ IS'o1C l [IAi liI , # ttATSOf1 , Afil.l ! VILE
#�ryt;, T�ry{{�t J7 LATEST
, CLIRII .SLOPE l81 L,IfNE
�� ti GtPE1E EE o
!AN A A
A EDS. I �° Aac I 2' S9.SB
FRONT ELEVATION
CtIREJ f.OTrEn SSIBI.E CDITaTT#tlCTilJ'l tIIliT
EXPANSION _17
GREENWAY TYPICAL CROSS SECTION
gg pq ry t�yq�� I r'IN"J
Y; ...............- w7E".3'I hl"Y1tY --Yrt•'
19" 1/21 tJ 1/4`/FT. SLOPE NT yPfiuVlSlCltl
JQIGENERAL NEITESt
SEE ftCITE 4
�! �I.QpF
- '4 _ } ,
- . 1. GR ENIJAY 'TRAILS SHALL MEET ADA StANLAR➢S WHERE PRACTICAL, LONGITUDINAL
q qq
fs 1111E A �1 M I ..., •• ,• •....•. :. _; SLOPES UP TO B7, ARE ACCEPTABLE FOR SHORT DISTANCES WHERE S% GRADES
WIT 4 .. .,•.,, ARE NUT POSSIBLE' S DETERII ED Y T E C
._ 4" ri, Z: - " . , .:.......... .. A I ft I1 H Tt_,
a
1. s
r' w..,. t3" t t, �... .. ..:.. . .... . . . :. 2. SIiI3GR D ` SHALL ➢ : I'4 17FR €
;: 1' t»ltr�,°�t .If#RtT ,Tx A E S A- � t Q , CJLED AkJU APPROVED BY THE TOWN ENGINEER PRIOR
I 7q F fi1`v'lI�G,
f I ,_•x_ ,.,, q J1I#fiiUn i 1
II) I/V R
l` 3. THE EDGES OF Rk ,TRAI_ SHALL BE A M_NIMU�i DISTANCE OF 5 FEET FROM
ST T k TREES RAISED MANHOLES AND OTHER RAISE UTILITIES;
Tw !
CDNTRCIL: FORM PLATE 4, THE MINIMUM CENTERLINE RADIUS: SHALL BE 50 FEET.
m 14tII1tt Q CAB a ,..�...;,. 5. TKEE [_1MI3S SHALL 3- TRIMMED UP TO 1P FEET` ABO fE THE F 1PfiSHED TRAIL
E TIO JMNT SECTION .
G N, JOINT 94r(} TTETt Tom; I G2AUE AND tJITHIN ICI FEET HCRI/ONrALLY FROM TH_ RAIL EDGES, DA GEROUS
{ .JIE1tN I•t ill l
I TREE LIt•fHS OVER IRE TRAIL AND DEAD TREES NEAR THE TRAIL SHALL BE
Notes: DETAILS IW5 EXkMdMK JU411 � Location of Wheelchair Ramps: REMOVED AS 'DETER14NED BY THE TOWN,
,., .. > . .. .. ."Policy I 71R taC1EVA�t 3y3E tt JIDftT Trt STDt`�i't3E •
1, Commercial Driveways shall L t. minim aT maccordancewith th lai t i i n t he
y b a t u , t, latest edition o o the All street curbs being constructed or reconslritctct! or altered for any reason, shall provide wheelchair ,
• » GREEN 1a5f Hi7AkD4lALl S
on Sheet and Driveway Access to North Carolina ILghways , published by the North Carolina, - , I ramps for the physically handicapped at all intersection where sill curb gutter .;
GENERAL NO7ESr P P Y Y PP r b r and gutter and sidewalk are
'
Department uI Trans ortatton fraffre EngineeringBranch. Resrclenhal Driveways be. , shall 12 U provided and at 1 r rta ur ornts t pedestrian t P� Y General Notes: p d oiler J p o pe I s gran tlu�v. Provisions for ramps shall 66 made. iu all curb 4 -
minimum, 24 maximum.
I, A GRIIOVE ,J[iINT 1 DEEP WITH If8 RADIUS: MALL BE: REtlillREll; P 1, BDARDrJALKS MAY HE USED T,rJ CROSS WETLAND AREAS, POORLY DRAINED flEtE?S,
. .. t T . 1. A groovejoint 1 doe rvi construction where sidewalks are initially planned or may a constructed r
I H : la J p th US raLlrl.s shall be required ut the concrete sidewalk at 5 intervals. y p t y b e r uL ctecl uI the future. ENVIREJNhIENTALLY SEhdSITIV AREAS.. CREEKS/ST REAMS RAU[N S, N T E CO E7E S BEVJ L T 5 / P 1 � E. , , if 4R ,I~ , ,. .. NFR _, i -, A 1< A. ,, INTERwAtS, O�iE'I,, 8 EX AM5[ON _ , »
JOINT WILL: BE REQUIRED AT 45 INTERVALS A ll'2' EXPANSION .JOIN One ,/ expansionoint will be rec uired at 45' intervals. A /2" expansion i will required F, BOARI VALkS SHALL HAVE A :CLEAR IIIS IANCE OF i FEET 'BETWEEN SAFETY
TJ 1 .. p n joint � be r lined 0 BET E N
2. All concrete shall be 6" deep, rninimunl. WILL :DE REQUIRED WHERE THE SIDEWALK' ,JOINS ANY RIGID STRUCTURE,: where the sidewalk •oi , � ` RAILS,
p c I J ns �1ny rigid structure. ( Construction Notes:
3. SrtFg7Y RAILS SH L ,E
1, No slope shall exceed 1 ":1' 12.1 on the rain r sidewalks.A A L U A 11111,1111 DF 42 INCHES TALL,
3. Muuultunraduis.resldenhal2 5 minimum 5 maximum; Commercial 5' nunimum 30 L T DRIVEWAY ENTRANCES O BE 6 THICK FOR FULL DRIVEWAY WIBTrl, 4, HPRDWALKS STRUCTURES SrRLL BL;•LOCATED A P1INIMUN! OF 15 FEAT FROM 711E
CENTER FALL ELINES.
lr?dX11IlU .
O SEWER
m
2. hr nv crrti �h�tll th wr th t h 1 •h u, r, m " h, n 4 , » . ,, " _ ,
y IDTN OF SID�G?Al,l(S :pN ALL STf$EE7S, EXCEPT ill THE CENTRAL BUSINESS DIET [C7' c ,e s , e d u w ee L a ramps be less t a U , wtcith may exceed �40 Tf necrssary. 5: DOARDt�IALKS. SHALL D ,DESIGNED A H 3 S r" � � ..,. R. , •, i �AND SEALED f A f I2Of•ES IIINAt, ENGINEER IN
SHALL BE A NINIMUM OF„ti4' WIDE, WIDTH OF, SIDEWALKS IN THE CENTRAL BUSINESS 4CORDANCE WITH AASHTO STANDARD SPECIFICF TIONS' FOR HIGHWAY BRIDGES
4. The drivewayram a must rise 4 above the flow lire of the utter at a point n closer than 2 front DIS R, I ,
► v g p u T It;T I�IL,I.., BE BETEF.°1�INE➢. ,BY THE TO4(N. 3. Concrete surface shall have a rough, non-skid finish. �L-ATEST EDITION): ALIVE LOAD. Or €t5 POUNDS PER :SQUARE. FOOT SHALL BE
the gutter. rt USED.
4, SIDEWALKS TO, BE CURE T E, OF fU AT't 7 EC7 G w, ,. ,
..:,. tS ....,. P , ,,dl O N]i RA1l:..S N-ERS. ,...III:.. I i
I" 4
4. A/ ea ansion Dort writ be required where the urns an rigid pavement G, GGNSTRUf IIOhI MATEiIALS SHpLt DC roEAIiEf IEISfANI AND 1JItt BE SUBJECT
STREETS, AND °AROUN➢ COL=➢E�SAi",5. P J O P J Y g P I
TG lO4Jf1 APPRfVAL.
or structure. 7, WHEN REQUIRED, l3IlARDWALKS MUST RECEIVE KIMESSARY FEMA APPROVALS,
Troutman, NC Standard Detail
Date; 2006
REVISED MAY 5 201U
TROUTMAN,. NC STANDARD DETAIL, DAT Ei APR2TLQOEi!
- ._- -., - -_. _
®�D . . . CALEI NcIN
`
TROUTMAN, NC STANDARD DETAIL
�A
f C3 G ! It 11. J n r 4' i ll Ni Tl h ri r1
OA CE PF ELIMINARY 2013
SUA! E: NUNC
Roads
DRIVEWAY RAiVIpS VERTICAL C 3c G
eA n
Scale: None
Troutman, NC Standard Detail
Date, Aril 2006
Troutman, NC Standard Detail
Date, April 2006
Standard R-t t
Roads
SIDEWALK EXPANSION JOINTS
Scale: None
�
i2uads
ii IIL+ FLC [IeiIR RE NtP
Scialc: Nano
�
Standard R-13
Standard R I I
L11\. L_L_I N VY k-l. l 3: I F-II1-1d M.1\:.V 1 Jrnfv,T ric[J iS-S.v j
ISIDEWALKS STANDARD R712
I
l ,
U SPS APPROVED SPECIFICATIONS - CONCRETE PAD (SINGLE UNIT) i USPS APPROVED SPECIFICATIONS - CONCRETE PAD (MULTIPLE UNIT)
(All measurements are In. Inches) ! - TEMPORARY STD. PROPERTY
.� CURB AND GUTTER BOUNDARY
24.00 24.00 PR P 6D RIVV
MEN MIYl 4X 050 A14CHOR BOLTS, PER CBU a.i.....:.:•:`: - r , t
t�+- 1-10 USE TEMPLATE TO ENSURE AUGNMENT
24,00 24.00 BROOM FINISH 2,00- i BROOM FINISH
MIN �,.e,- MIN
Parkmont Drive
4.00
`_ .. 60' PUBLIC R/W
^--'• 4X 0.50 ANCHOR BOLTS, { 24.00 MIN 1 t MAX
2.00- - USE TEMPLATE TO ENSURE ALIGNMENT
t a 1
t I t 32.U0 � DEAD END BARRICADE
CHAMFER EDGES, IN LANDSCAPE AREAS, i 1 MAX TO BE INSTALLED T FROM
TOOL EDGES FLUSH WITH ADJOINING SURFACES t 1 1 + ^�"° �'^*'^'�---'^�---^^- END OF GRAVEL DRIVE
24.00 Ira .._� IN PAYED AREAS.. �_ ° •__� ,s-....._.
MIN i i II (34.UQ) _.. PROs _..
±5' WIDE
5.00 10.00
GRAVEL BASE - "Y'-�". i I 1 e 5A0 PER CBD. i
1 1 ! 192.GU MAX i t
24.00 i / I SEE irOTE 4 l l 1 1...
MIN i rrW.l SLOPE SURFACE . 25 INCH PER FOOT
ON ALL SIDES FOR DRAINAGE:. (34.00) f-- n-�
t t CHAMFER EDGES, IN TAIDSCAPE AREAS,. PLAN VIEW: 1"=30'
100E EDGES FLUSH WITH ADJOINING
fi E i•{ i 1 SURFACE IN PAVED. AREAS
\�\\� �\ \\�\\\\/\�, CBU OUTLINE BUTYL RUBBER PAD t q P SLOPE SURFACE 25 INCH PER FOOT
\\ \/// /\ \\ / / /\\ \\ \/ /\ WITH METAL PEDESTAL ONLY} i "- i 9N A[a. SIDES FOR DRAINAGE
\�\\ \\�\�\�\\\ 24.DG Mlri l ,
•i\� /�\�\\ \\\/\�\/eO \\/\/\\ \ CBU PEDESTAL MATCH XISNNG GRADE TN ;, _ BUTYL ROBBER PAD
A
•�� // \ \\ \ ", 4X ti,56 r PAVED AREAS (WITH METAL PEDESTAL ONLY)
ANCHOR QOLTS SLOPE SURFACE .25 INCH PER FOOT CBU PEDESTAL CBU MATCH EXISTING GRADE IN h >
i ON ALL SIDES FOR DRAINAGE OUTLINE W,50 OUTLINE PAVED AREAS
4X 4.50 MIN ' ANCHOR BOLTS SLOPE SURFACE .25 INCH PER FOOT 6�, A B i.' w iv co HACK OF CURB
(� 4 RODS ON 14.00 CENTERS MAXIMUM, f PER CBU ON ALL SIDES FOR DRAINAGE
NOTES: l 1 i EACH WAY `
ice_ 4x 4.50 MIN 4 RODS ON 14.00 CENTERS MAXIMUM, q i
1. Leval Terrain -Building on deep, i?: S•i::5iii? OPTIONAL COMPACT GRAVEL OR - I EACH WAY
FACB 0. C
well -drained soil in level or gently slopingA""?' `i''•: �? CRUSHED STONE (OMIT WHERE _
g Y 1
terrain (5 % or less) where no side hill a a r y > SOLID ROCK OCCURS) I CRASHED COMPACT GRAVEL E A H C LUP OF GUT=/EOP
- CRUSHED STONE (OMIT WHERE
construction is necessary.It includes '1 ° � :: ;• P °� r o &.06 MIN MAXIMUM FROST DEPTH - : SCUD ROCK OCCURS)
1' i „ei aao^a>;� rq'a°. j9p :r`'��d, r 2 ?zr 8, f.P G.
boHomlands, plateau areas and ridgelines. F4X 4,0 , •C { f la g, y aOO MIN MAxIMDM FROST DEPTH PLAN VI4 L+< I iP'`Rake to remove the leaf litter and other .oO MIN 4x 4.00 X .. T'
to
material from the tread surface for a FIRM UNDISTURBED SOIL. 8.00 MIN ASPHALT
LYldth of 5 feet. LL.. FIRM UNDISTURBED SOIL - URFACE
OR WELL -COMPACTED FILL. IJ AND BASE - B B/a•� l
• Chop or dig out vinesm weeds and OR WELL -COMPACTED FILL COURSE
stumps left in tread area 3,00 3.00
• Remove NOTES: any embedded rocks from the < • i
°.• +
tread surface. a
• Rake tread smooth and fill in and level - NOTES: 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI.0 28 DAYS, CONTAIN 4X MIN 6% MAX
AIR ENTRAINMENT AND BE PLACED WITH A 3.50 - 4,50 SLUMP IN ACCORDANCE WITH ACI 301.
•. IOW l shoo 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3006 PSI 0 28 DAYS, CONTAIN 4% MIN - 6Ye MAX. - 2: REINFORCING STEEL RODS SHALL CONFORM TO ASTM AB15, GRADE 60. SECTIONA-A •SECTION '13-•B -SECTION. C-C
Trail should and ope2.5%for water to AIR ENTRAINMENT AND BE PLACED WITH A 3.50 - 4.50 SLUMP, IN ACCORDANCE WITH-:ACI 301. 3. ANCHOR BOLT $ SHALL CONFORM T ASTM AI 3 GRADE I ST -
dram across and of the trail I N R S 0 9 , BBM, TYPE 3I6 STAINLESS EEL
2. REINFORCING STEEL RODS SHALL CONFORM T� 'f. F I T N
• COVer trail with coarse gravel and level. 0 0 AS M A6f5, GRADE 60. I 4. A 3 CBU CONFIGURATION 5 DEPICTED, A 2 OR 4 CBU CONFIGURATION MAY BE USED AS LONG AS THEY NOTES:
.
Reference: 5' Nature Trail 3. ANCHOR BOLTS SHALL CONFORM To ASTM A193, GRADE 38M, TYPE 316 STAINLESS STEEL ; ARE ARRANGEDIN GROUPS SUCH THAT THE OVERALL DIMENSION OF THE CONCRETE BASE DOES HOT
EXCEED 192 INCHES. 1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS.
5' NATURE TRAIL (HOA MATNT INED) { CURB TRANSITION 2-8" CURB AND GUTTER TO 2'-0" VALLEY GUTTER
I N•T•S, N•T,S•
15 16
0.5/10/2018
Initial Submittal to Town of Troutman&iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to 'Troutman (Water/Sevver/Storm)
4
12/05/2018
Revision to Storm Labels
5
M. Joe Harris & Associates,
Engineering ® Land Surveying , Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner; Owner's Agent or Contractor to the Aut ority
having jurisdiction.
Corporate Seal Engirt S
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C A s • CA41
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cy C-4168 Sz�`44299 Z8
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®l/IIItllgl®®® ,®///lltlltq q
Project Manager Drawn
J. Hegemann M. Ali _
Department Manager Checked
P. Murphy IT. Kelley
Print/Plot Date
December 5, 2018
=.rent
TRH S, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill 11
Ili i
Drawing Title:
Site Plan Details
i
i
I
I
A
project i1l0. Drawing No. -�
2605
DWG File Name:
2605-Site Plan

GENERAL NOTES: EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM IREDELL COUNTY AND/OR LOCAL REVIEW
1. CONTACT THE IREDELL COUNTY SEDIMENT CONTROL OFFICE NOT LESS THEN 48 HOURS AUTHORITY:
BEFORE COMMENCEMENT OF THE LAND -DISTURBING ACTIVITY. THE DEVELOPER SHALL 2. SET AN ON -SITE PRECONSTRUCTION CONFERENCE WITH IREDELL COUNTY EROSION CONTROL
ALSO CONTACT THE COUNTY AFTER THE REMOVAL OF THE TEMPORARY SEDIMENT INSPECTOR. PRECONSTRUCTION CONFERENCE SHALL BE USED TO CLARIFY THE SEQUENCE OF
CONTROL MEASURES. ACTIVITIES AND ITEMS OF CONSTRUCTION THAT MUST BE ADDRESSED PRIOR TO BEGINNING GRADING EC-7 j�
2. INSTALLATION OF INTERIM EROSION AND SEDIMENT CONTROL AND STORMWATER ACTIVITIES. -�
MANAGEMENT MEASURES MUST TAKE PLACE INITIALLY BEFORE THE COMMENCEMENT OF 3. INSTALL CONSTRUCTION ENTRANCES FIRST, BEFORE ANY OTHER ACTIVITY HAS BEGUN. NEXT INSTALL
ALL TREE PROTECTION FENCING AS SHOW ON THE EROSION CONTROL PLANS. THEN INSTALL SILT ® I C-8
ANY LAND -DISTURBING ACTIVITIES. FENCE, SEDIMENT BASIN, SKIMMER BASIN, AND CONCENTRATION OUTLETS AS SHOWN ON THE EROSION TEMPORARY SEDIMENT BASIN / t f
3. THE DEVELOPER ENGAGED IN OR CONDUCTING THE LAND -DISTURBING ACTIVITY SHALL BE CONTROL PLAN. CONTRACTOR SHALL CLEAR AND GRUB ONLY AS NEEDED TO INSTALL THE REQUIRED
RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY AND PERMANENT EROSION CONTROL DEVICES. NOTIFY THE ENGINEER AND/OR IREDELL COUNTY INSPECTOR ONCE ALL DRAINAGE AREA = 6.05 AC. "'
C-6
EROSION AND SEDIMENT CONTROL MEASURES AND FACILITIES DURING THE EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND UPON SATISFACTORY REVIEW OF THE TOP BERM = 820.00 EC-
DEVELOPMENT OF A SITE, AS REQUIRED BY THE APPROVED PLAN OR ANY PROVISION OF EROSION CONTROL DEVICES BY THE ENGINEER AND/OR IREDELL COUNTY INSPECTOR, CONTRACTOR EMERGENCY SPILLWAY _ 819.00
THIS CHAPTER. OPERATIONS AND MAINTENANCE CONDITIONS SHALL BE INCLUDED IN THE MAY CLEAR AND GRUB THE REMAINDER OF THE SITE.
4. MAINTAIN EROSION CONTROL DEVICES AS NEEDED AND/OR SPECIFIED. SEDIMENT BASINS SHALL BE PRINCIPLE WEIR = 818.00 f
PLAN OUTLINING HOW THE DEVELOPER INTENDS TO PROVIDE FOR OPERATIONS AND INSPECTED WEEKLY AND AFTER EACH RAINFALL 0.5 EVENT ENSURING THAT ADEQUATE SEDIMENT �., -
MAINTENANCE DURING CONSTRUCTION, BOTTOM BASIN = 814.00
4. FOLLOWING SOIL DISTURBANCE OR REDISTURBANCE, ALL PERIMETER SEDIMENT STORAGE IS AVAILABLE AT ALL TIMES AND THE GRAVEL AND RIP -RAP OUTLET IS UNOBSTRUCTED (FREE / �"''
RA DEBRIS). ALL EROSION CONTROL FEATURES SHALL BE INSPECTED WEEKLY OR AFTER EACH
CONTROLS SHALL BE INSTALLED AND TEMPORARY STABILIZATION MEASURES SHALL BE
RAINFALL, WHICHEVER COMES FIRST. / -` `
COMPLETED ON TOPSOIL STOCKPILES PER THE NEW REQUIREMENTS NOTED IN THESE 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES ® .
DETAILS. THESE REQUIREMENTS REFER TO ANY PERIODS OF INACTIVITY. TO MINIMIZE EROSION AND SEDIMENTATION. ADDITIONAL MEASURES SHALL BE INSTALLED AS I a
5. AREAS AT FINAL GRADE SHALL RECEIVE PERMANENT STABILIZATION MEASURES PER THE DIRECTED BY ENGINEER AND/OR IREDELL COUNTY INSPECTOR: `- -- - - j
REQUIREMENTS NOTED ON THE NEW STABILIZATION CHART. U. ALL EROSION CONTROL MEASURES BHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION SEDIMENT BASIN #3OO MAP �y
6. THE RESPONSIBILITY FOR MAINTAINING ALL PERMANENT EROSION AND SEDIMENT AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPARTMENT OF AGRICULTURE AND DRAINAGE AREA = 3.88 AC. �L J VICINITY _ N.T.S.
CONTROL MEASURES AND FACILITIES AFTER SITE LAND -DISTURBING ACTIVITY IS THE LOCAL GOVERNING AUTHORITY STANDARDS.
COMPLETED SHALL LIE WITH THE LANDOWNER OR PERSON IN POSSESSION OR CONTROL, 7. SITE SHALL BE STABILIZED PER THE STABILIZATION REQUIREMENTS NOTED ON DETAILS SHEET. TIME TOP BERM = 822.00 EC-C-4 -
FRAMES REFER TO ANY PERIOD OF INACTIVITY. EMERGENCY SPILLWAY = 821.00 EC-3
EXCEPT FACILITIES AND MEASURES INSTALLED WITHIN ROAD OR STREET RIGHT-OF-WAYS 8, ONCE THE SITE IS STABILIZED AND THE LOTS ARE READY FOR DEVELOPMENT; INDIVIDUAL LOT EROSION
OR EASEMENTS ACCEPTED FOR MAINTENANCE BY THE LOCAL MUNICIPALITY. CONTROL MEASURES MUST BE USED ACCORDING TO THE INDIVIDUAL LOT EROSION CONTROL CHART IN PRINCIPLE WEIR = 820.00
7. APPROVED PLANS REMAIN VALID FOR THREE YEARS FROM THE DATE OF AN APPROVAL. THE DETAILS SECTION. CLEANOUT = 818.59
8. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED 9. DAILY LOG SHALL BE MAINTAINED AND KEPT ON SITE AT ALL TIMES IN ACCORDANCE WITH THE NPDES
Key Map .
WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE PERMIT. DAILY LOG SHALL BE READILY AVAILABLE FOR INSPECTION BY THE ENGINEER AND/OR IREDELL BOTTOM BASIN = 816.00
NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. I COUNTY INSPECTOR AT ALL TIMES. DAILY LOG SHALL NOTE THE DATE, CONSTRUCTION ACTIVITIES AND REQ. VOLUME = 16,019.85 CF
TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. RAINFALL DATA (AT A MINIMUM).
9. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS 10. PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND ACT. VOLUME = 16,050.00 CF SEDIMENT BASIN #400
OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY EROSION CONTROL MEASURES ON A PROJECT AND SUBMIT A SELF -INSPECTION REPORT AFTER EACH SPILLWAY LENGTH = 30 FT DRAINAGE AREA = 21.4 AC.
///
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL
CEASED. PLEASE SEE CHART FOR STABILIZATION REQUIREMENTS. IS BEING FOLLOWED. RISER STRUCTURE = 4' x 4' I.D. PRECAST TOP BERM = 830.00
10. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) A LIST OF POSSIBLE PHASES MAY INCLUDE: SKIMMER SIZE 3.00" EMERGENCY SPILLWAY _ 829.00
DAYS. IF SITE INSPECTIONS IDENTIFY BMP'S THAT ARE DAMAGED OR ARE NOT -INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL -INSTALLATION OF SEDIMENT TRAPS/BASINS. ORIFICE SIZE = 1 .5" " p PRINCIPLE WEIR 828.00
OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER -CLEARING AND GRUBBING OF EXISTING GROUND COVER. :.\• B RREL = 80.45 LF 36 ACID @ 1 .24 /o CLEANOUT ®825,80
PRACTICABLE. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF
11. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY 8E REQUIRED, TO STABILIZATION. "'��`-- BOTTOM BASIN = 824.®®
-INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT. / .
CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL -COMPLETION OF CONSTRUCTION OR DEVELOPMENT. REQ. VOLUME 12,646.91 CF
BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY
INSTALLATION OF STORMWATER RETENTION MEASURES. �:` _ ACT. VOLUME 12 650.00 CF
INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE -QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED. _ .. _
�r'. %' :'
RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE 11. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL SUCH TIME THAT SITE HAS BEEN ::::'..• • -- .. SPILLWAY LENGTH " 3O FT
STABILIZED WITH VEGETATIVE COVER AND/OR OTHER DEVICES (PAVEMENT, STONE, l"1. � RISER STRUCTURE = 4' X 4' I. ®• PRECAST
FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS PERMANENTLY " /
::
ETC...): INDIVIDUAL MEASURES MAY ONLY BE REMOVED UPON APPROVAL BY THE IREDELL COUNTY ;: i. _ 00"
OF THE STATE. r SKIMMER SIZE _ 3.
EROSION CONTROL INSPECTOR (LQS). SEDIMENT AND SKIMMER BASINS ARE TO BE USED DURING THIS f :.: .
�- .
12. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES BASINS :' 1 ORIFICE SIZE - 2 511
�: ; ; /
EROSION CONTROL GRADING PLAN. ALL LOTS WHICH CONTAIN SEDIMENT AND/ORSKIMMER
OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL : / . „ p
ARE TO BE DEVELOPED LAST. BARREL = 58.40 LF 24 RCP 0.86 /o
CONTROL DEVICES MAY BE
DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CO REDELL COUNTY EROSION CONTROL INSPECTOR
12. ONCE SITE IS STABILIZED AS DETERMINED BY THE I - •.,
DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE � ' ' . '•
REQUIREDG (LQS). :' ::I. 1. ( .
.
R CONTROL DEVICES SHALL ONLY BE REMOVED ONCE RE CONNECT OR INSTALL PERMANENT DRAINAGE PIPES TO FULL LENGTHS
SEDIMENTATION. ALL TEMPORARY : `. :.::::'' :~ .''` : •.•;: ;:.. :.':;
PERMISSION HAS BEEN GIVEN BY THE IREDELL COUNTY INSPECTOR. -REMOVE SEDIMENT BMPs „a `� ::: \_ --Z.: ,,,,. ....,.- - __ _ '�
SEDIMENT BMP AREAS GRASSING W/MULCH OR HYDROSEED : �,.:" ••.:, •' . '��� '~ ''
13. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD -STABILIZEE ( ) , . ::;:: • . ••..;;..::..... .. ..... '••.' •.'••.. ••........
SUBMIT NOTICE OF TERMINATION ONCE SITE HAS ACHIEVED 70 /o PERMANENT VEGETATION
ONTO PAVED ROADWAYS) FROM CONSTRUCTION AREAS A ND THE GENERATION OF DUST. ';::• :•r:..: -..... •.. •.... ........ ..... .
.. : --- '
MUD/SOIL AND IT SHOULD BE REMOVED
THE CONTRACTOR SHALL DAILY REMOVE MU - * `::::: ...:.'�'.:::' .::.:.;:::::•...........
c�
. I/ - .. .
TATTHEENDOFTHEDAY. ti, � •: `_•..• /•.
IMMEDIATELY FROM ROAD, NO ;• . :. • , • • ,. ....•••' :-'''�� ...... .� � ':. -��' ' ,
NREQUIRE EROSION CONTROL FEATURES FOR a r' -
14. RESIDENTIAL SUBDIVISIONS -, �- ro �• �_ �
INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION, INDIVIDUAL :...•:'. ®� r
_,: ...5`
2
PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN„ �` `
av
APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH N.C. GENERAL PERMIT
NCG010000.
: .
::
AS NEEDED DURING .....
15. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED' '
AREAS FROM UPSLOPERUNOFF AND/OR DIVERT ;r . - : .......
CONSTRUCTION TO PROTECT WORK R S :• : .• ..... v%`. ` '
SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.
�. ::;
.
ED O 'b ...:........... ....:...................... '�� � ate, 1"1.., •., ::,• ::•:::'
16. ALL WATERS OF THE STATE (WoS), INCLUDING WETLANDS, ARE TO BE FLAGGED R / N . " EA
. / :: ` ' �, . ... .,':.. �,r�,� P . \..... �.. EXISTING AND ' B 5F ER M
OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBL
E ROW OF SILT FENCE IS TO BE ., 840-..._ ...:.........� ,:- x
::
...:
INSTALLED IN ALL AREAS WHERE A 50 FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE
t i : ` 84
/.
:;. :;
• .•
f
E DWAY ..•..:.:. •.
DISTURBED AREA AND ALL WoS. A 10 FOOT BUFFER SHOULD BE MAINTAINED BETWEEN FEMA FLOG ;'
FENCE AND ALL WoS. r , /
: ,
THE LAST ROW OF SILT A :. \ / .. `.,.• ''•...•: ; :` .••'' .\''••,, 1 .• \` ...
3 --, / ' ..... MIGHT PROT
ECTION... PERIMETER BUFFER
AREAS DRAINING TO THE INLET ARE FULLY STABILIZED. •. '• ` ::•,. ': ; ......••- - y
MAINTAINED UNTIL ALL AR ::.: ; :...............• ,. 1 �- ' "I
.... :.... 850 :..;.
• .
. 4/............. \ ..
18. UTTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH
:' ; : _r J _ V ..
SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED i_
LUMBER)AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER
: ,.-'
POLLUTANT SOURCE I N STORM WATER •
MUST BE PREVENTED FROM BECOMING A POLLU
.
`: / :...,......
DISCHARGES. : `: ;:
DISC ,
FIELD VERIFY THE
19. PRIOR TO BEGINNING WORK ON THE SITE, CONTRACTOR SHALL FIE ..
:` :: ;:
.....
1
LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND NOT
IFY THE ENGINEER OF ANY E:`
POTENTIAL CONFLICTS THEY MAY HAVE WITH THE PROPOSED WORK. ��
\ �-
....... .
:; ;
. i : i
T NORTH CAROLINA 811 A MINIMUM OF 72 HOUR
S / ; / \ \ .. .
20: CONTRACTOR MUST CONTACT N :: .. .:: ... " .
BE RESPONSIBLE FOR � °� ••\
ADVANCE PRIOR TO BEGINNING WORK. CONTRACTOR SHALL / ,. ,,... 0 t .' f •'
:: g :° Z w
l : \
WITH N.C. 811 TO .•' .•:.'.. ... '': •� •�,,�•''
CONTACTING ANY UTILITY COMPANIES THAT ARE NOT UNDER CONTRACT r. /. .. -\
:....................
D :' p _
VERIFICATION OF UNDERGROUND (; :....,::;:,, : ��
HAVE THEIR RESPECITIVE UTILITY LINES MARKED. VE / / ,
/ ,:
UTILITY LINES PRIOR TO DIGGING IS THE Law. :' . t : •... o "�'� . .
: r :' .
�' ; �n . �� :: ,
:. � � .
lJ "� r
/.
/. .
.i
,...
�.
..
. _ - / .'•�
/ '`.Ll.
O
/ . '
�.
NOTE: DIVERSIONS TO REMAIN IN PLACE UNTIL ::.:'::' :' : �:
..........
. : :� ter.
r- ..
'
. .. �_ A F
fip
AREAS DRAINING TO BASIN ARE STABILIZED : : 1-
. . .
•
_43
�' 1.0rO r _ ^' ...
:!
. ...
;.::;:: I:; :. /
...
:: :
. r
AS SLOPES J :. .. 1 '
NOTE. STABILIZE SLOPES WITH MATTING.. :' PROPOSED SITE
ARE TRACKED IN. : ; : ; : :..' ; : ` .' `�.....:: LIMITS OF DISTURBANCE
1.).
,
. , .
J
�-
: : : ; ...
...
- +
: o :' TOTAL- 61 AC_
. �go. z
\ I ,
:: 116 �;
.. �1 ..........:.......
. : :: ;% :; : : r
$��
::.'
�'
:.(;1. _/
::::�:::
�::
SEDIMENT BASIN #200 :' I {,
...
. -�' ... .._ - ti ` ..
DRAINAGE AREA - 6.72 AC. :.' :. -1 .. _
\:,
•• ) y -
a:::::::::::'
: ,
: ... ..
i.
BERM SZo.00 ,
TOP B .:'N....................
.:Y
:,
EMERGENCY SPILLWAY 819.00 , :. : . •...... / _
/..
::.
::: >•:
Y
`.. `- .............:..,.
PRINCIPLE WEIR - 818.00 : , : xr ....: .. :: .: :::::'j .
. :. .....:.
. \-:
/.. '7. .
\, i .
- r,
CLEANOUT - 813.52 : �:
....
t.
/ ,..:�.
BOTTOM BASIN 812 00 ::: 4 • . :. :,
�. :'' .. / _ 1 c.
'` �' `�
/ /•
,,�::
.. ..
CF . .
\.
�..
f .''' .•
REQ. VOLUME 27,290.96 - . :: ..• ...: - / .
:: :: ::
-.\'
. / . . .... .......
.�
q• ...
y 8. . _ ......
- 27 300:00 CF
(:. :�
��
AC 0 o /..
�\
\` \ ;-'
.. •`,,
LENGTH 30 FT .. ... _ \ ... :.-'*,,-
SPILLWAY
�, \ ti I. IL
_ -rti s
4
L L
. LI. 1
L _ L, 1'L
2
ti
`,
�L
f \
RISER STRUCTURE - 4 x 4 I.D. PRECAST :� •.
\ \ F + .. �a
_. ,, \� 1
.. \
\ \
SKIMMER SIZE - 3.00 _
. \ ' 1 . ...
ORIFICE SIZE 21. a �.� ,� L + -�" T . .
11 o ., k .....+. .. 1 SAVE
.. ......
p ��.. „. ` ......... .:...... �. +..
BARREL 99.00 LF 30 RCP 1.01 /
:.,
... -'-. e ,.. ,.i
1. .nq. ..n � .. •'. .'..-f:'. '. ., ... .",-' .• \ .. '�• .. •'•. .... .'
ya
n�.a,. ,.
l „ T /' : :
_ : EA f A 1
_y. .
:....:: •.....:.......... 1
.... ..
t� I.:. ...............
N. -, - -Q
0
i-• _
- , C \-\\ N\N1 � �M\\ \ \�, - -
; :\.z\:\\\::: ..
....l.i...< y_ ._ 1 �4-� �_ ��,,,,_ ..:... "... � :. ' : .,,' .•::O\ � �xac-�Inl.r c-rl��oRn : �r �1ti�.��'�L.. .
....... ..
..................:...1...........':..........:...,
CLEANOU/... ::.::::::::::::�:.'.::
•.•
... .. .LEGEND: -� .,.
.� -���
,.......... NC GRID
��...,.
BOTTOM BASIN 830.00 :,.. \ � :...... ,:.:.. ��-:::.:.:::::::..........
.
PROPOSED LIMITS OF DISTURBANCE REQ. VOLUME 13,639.90 CF
.: ..: . . . / .•....................... .
ACT. VOLUME = 13,670.00 CF ?
-^ PROPOSED SILT FENCE GRAPHIC SCALE
SPILLWAY LENGTH = 30 FT .
PROPOSED CONSTRUCTION ENTRANCE RISER STRUCTURE = 4' x 4' I.D. PRECAST -150 0 75 150 300
cam PROPOSED CONCENTRATION OUTLET SKIMMER SIZE = 3.0011 . �NIA ���.ORIFICE SIZE = 2.5" (IIv FEET )
TD PROPOSED TEMPORARY DITCH BARREL = 66.85 LF 18 RCP @ 2.28% 1 inch = 150 ft.
IIIIIIIIIIIIIIi,l
DATE I ISSUED FOR I REV
05110/2018
Initial Submittal to Town of Troutman& iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
'12/05/2018
Revision to Storm Labels
5
R. Joe arris & Associates, Inc.
Engineering Land Surveying Planning
Management
127 Ben Casey Drive, Suite 10t, Fort Mill, S.C. 29708 P: [phone]
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. % /
Corporate Seal
Engin° S
`,%%%A%%11111III1 ,�
C..
/11e11 11)IIo�,,
CA p `111
a °o
°moo
oQ i �'qrI'no /
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✓
2 o- o
m ^ ° M SEAL z o =
m 4° S�l� C-4168 f e z:
_ °w SEAL
v ov' 44299 •z °
o® o ``(' ', o° ^ ti
,-1� o
i `ivy 1 W
o,I'5O o (',/ e
���JJJ °Ooo°0000O°° \��`O®o
�'°�;,�''s&ASS ;:®```
°0000°o°O°° �,®�
''�•. S L x o `I
0 0
/ 1 1 1
1 1 lal
•'
/ 1 e ,)13
11 1 1
I11
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOMES, LLC
265.6 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONRCE, NC 28110
P: [phone]
Project:
Sutter's Mill 11
Drawing Title:
Overall Initial Erosion
Control Plan
Project No. Drawing No.
2605
DWG File Name:
2605-Erosion Control Plan
- I x
-�. °
,
_
_�

STALL 3
L
W/ CJ NGF
RO
SILT FENC ONC.
C
RIP -RAP APRON
SEE EC-19 FOR DETAILS
SEDIMENT BASIN #200
86LF TE ORARY DIVERSION DITCH WITH
DRAINAGE AREA = 6.72 AC.
ST AW WATTLE CHECK DAM
TOP BERM = 820.00
*S
W WAT
SHO 'BE PLACED AT
EMERGENCY SPILLWAY = 819.00
M IMU
FT ET A'TTLES
PRINCIPLE WEIR- 818.00
E�DETAIL),:'
CLEANOUT = 813.52
BOTTOM BASIN = 812.00
/ !
REQ. VOLUME = 27,290.96 CF
av'
ACT. VOLUME = 27,300.00 CF
SPILLWAY LENGTH = 30 FT
PI SLOPE
IN
J
RISER =4'x4'ID PRECAST
SKIMMER SIZE UR 00°'
95L 8" PE
1 %o�
ORIFICE SIZE = 2.5"
1 IN: 818.0 NV OU
,IIN T OT CTI : R
GK P
::i % r Pr,
BARREL = 99.00 LF 30" RCP @ 1.01%
, L
PROPERTY BOUNDARY �`-� " 4 ',.I >: I _. , , ...� , :: .. , - - _ — - -
:;
X STI TREAM
. — gND UFFER ... ...
.....
— '::
\ .;
NOTE: DIVERSIONS TO REMAIN IN PLACE UNTIL . -- -` "` - _
............\ ........................ / ^. �%`. .................... � •,..... '" "ram " ...... � � •"'
AREAS DRAINING TO BASIN ARE STABILIZED
—\ —
7.
I/
NOTE: STABILIZE SLOPES WITH MATTING AS SLOPES - `: - `
ARE TRACKED IN.
\ \ ^ ' • �: ' ' t I s +., ., \ NC GRID
LEGEND: "
PROPOSED LIMITS OF DISTURBANCE -..
GRAPHIC SCALE
—u- PROPOSED SILT FENCE ...................................... .
..........
PROPOSED CONSTRUCTION ENTRANCE
40 0 20 40 80
cam•© PROPOSED CONCENTRATION OUTLET ""' "
IJ f= ( IN FEET )
To ­1*PROPOSED TEMPORARY DITCH — -- �~ ' J 1 inch = 40 ft.
;' .r .'
1
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
1'1/19/2018
Fifth Submittal to.Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
EngineeringR. Joe Harris & Associates, Inc.
a r J
Management
-
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or
Contractor to the Authority
having jurisdiction.
j
Corporate Seal
Engi
CARp�'%
✓I,
CA Ro�
✓,✓
�®® ° a0000°
e,� o0o 0000O
.s
M SEAL z °s c; "
a C-4168 o z 4
ow SEAL fill.
o 44299 ;
A S L
Project Manager
Drawn
J. Hegemann
M. Ali
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE S, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, 'MONROE, NC 28110
P: [phone]
Project:
Sutter'sill Ii
Drawing Title:
Initial Erosion Control Plan
Project No.
Drawing No.
2605
DWG File Name:
2605-Erosion Control Plan

r\t�y 1vI!cIP
NOTE: DIVERSIONS TO REMAIN IN PLACE UNTIL
AREAS DRAINING TO BASIN ARE STABILIZED
NOTE: STABILIZE SLOPES WITH MATTING AS SLOPES
ARE TRACKED IN.
.............
�... f"il.. ��, _I - OI�TLET ZONE--35:°l.0„ ..........::::::
C7 ~... 5 X5 O.D. PRECAST;STRUCTURE•.. _ (_ I fTi... lii
OF SIbRFF�CE ARE ...................... fit "ii1
N alb RINCIPAL WE R = 836.00 T ' _ �-,
•..�
DATE ISSUED FOR REV
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/1912018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2013
Revision to Storm Labels
5
I�.tt r Associates,
. Joe Harris
Engineering - Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
i
Corporate Seal Engin. e
CA/?0 �CAR��
® o�@• 'yq � t' ': °tom "9l o
°
®� a SEAL z ci oW SEAL?
® C-4168 a z : oN 44299 zt
4C&5 °W !!--
®'®i'®r/S %
�,&ASS `°°,''�®4 S11 a 11► ��t.•®�l ,I v
... ....:..........
Vr JIL I IV U. UU,
..... ••.. .. Manager ,n
-� ................
Project a e �irav�
INSTALL 340 LF DO:UBLE ROW SILT FENCE'... Joe H�gem�n tger Checked
-- ..li
:........ ~` .�` / ANGE PROTECTION FENCE ON TOP OF .,
., 83 W OR O P.
......... • I .. :.:: ,4:,; `'` - ___\` 4...:...`
Murp
hyhY
T. Kelley
. . . SILT FENCE TOCONC UTLET) �END J11n4/�IrtCate
p .... ...L............... December
STAGGER 5,2018
L.
.............::.... . .......
GO G-OUTLET
a
834
STAGGP ED :...::.... -- : ...........:' _ .__LLC
................... .....:.... 2656 BREKONRIDGE CENTRE DRIVE
. . w .
CONC. OUTLET (TYP.) :':: \ — - - .... ...--------------
�' 104, MONROE, NC 28110
...
_ 8-1229
PRO... P ERrtY ..B O U N DA RY' •..
0 :.
D. , .......
.....
`�
...
4 ::,
..............
. �. --
:.. \ ........
_J
r : Project:
fAF LES...TYP. :� _ STAGGERED
`� �� CONC....OUTLET (TYP.)
.
.......... i ............. -
-� " :....:......... �� J ..P{OP' SED:.SITE:::....................:..
.�Sutter'sIDS
`..:..: '�� `•�';...• " - - =� ,- ) 1 LIMITS"OF•.DFSTl1...3AN•::'
... ... .............................. ...:' : �.....,:...........'.''i-.....:..:.....'-�:::.::....... ......RB SCE.. ....... ......:. PIPE DRAIN- YP,
---.....:: ..- �..:'`•'. •-•.: •,.... ` .......... TOTAL-.. AC. .............
:.....- -
28.2$ LF..1$...HDP.. a�.2'1.,22 /o... .
.:.... ,... .., ....... - - -` �,... `; �. `� ..• ...... ... ...............::... LEGEND:
,. INV..IN. 835:(�0 INV C1.UT: 830.:00 `:::......:...
.....' INLET PROTE•CTIC)N: RQ.CK'PIPE INLET ........... ....
:.' •._' , -=-,\......... - PROPOSED DISTURBANCE
.: ... '. .. .............. ........'::....`:::.:'::"' - . :� :: �. ...... _ - __ ROPO D LIMITS OF STURB E
,....... ' ,......... \ PROTECTION(TYP.)D�;°,
\...........:....:.:::_
\ :... �.... T� T PROTECTION: RIPRAP (TYP.) , -- - - o a o PROPOSED SILT FENCE
- _
_ PROPOSED CONSTRUCTI
ON ENTRANCE
Initial r0�'O� Control Plan
0-0 PROPOSED CONCENTRATION OUTLET
_
INSTALL283 LF DOUBLE ROW SILT FENCE ::
t : •. .... � •' ' :�•.�...: •:�.:.::.:::...::::.�"`. `::•.• . - ,,,� OP ITCH
- � ....... ..... .. P F :..;::,...,....:.............
WL.ORANGE PROTECTION FENG..E ON TO O :.... •'.:: .......... _
-..'- ""• -.... PROPOSED TEMPORARY D
SILT FENCE (CONC. OUTLET TO CONC.,
OUTLET)
- 1
_..........................................:"......................,............:.............. STAGGERED _ _ >.. GRAPHIC SCALE
I :.... 25 LF PERI-METER BUFFER ..................
--- `� o < ..'`
CONC. OUTLET (TYP. I :.:' ': �.... ffi _'
....
J.. `�`-_ � ��� �,•;�......................\� � ::'.::'..:... :..../ � `\` \•...'.,: . �� � —40 0 20 40 Z30 160
. • ., ng No.
: -E-XIS�"ING STREAM ___
AN 25 SUFFERprajact No. "
RIP--RAP-APRON �.
........... ( IN ET )
;....:.....: SEE EC-19 F4R`DETAILS .......... DWG File Name:
:.:.. .. ......:.. .. 1 inch. 40 ft. 3
16 2605-Erosion Control Plan Eu

.............................
VICINITY MAP N.T.S.
Key Map
STABILIZE. ■ES WITH MATTING AS SLOPES
ARE
TRACKED
NC GRID
SM PROPOSED LIMITS OF DISTURBANCE
--El— PROPOSED SILT FENCE
PROPOSED CONSTRUCTION ENTRANCE
0-49 PROPOSED CONCENTRATION OUTLET
TD — PROPOSED TEMPORARY DITCH
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
1
ISSUED FOR
05/10/2018 Initial Submittal to Town of Troutman& Iredel County 0
08/10/2018 Second Submittal to Troutman & Iredel County 1
09/10/2018 Third Submittal to Troutman 2
11/07/2018 Fourth Submittal to Troutman (Water/Sewer/Storm) 3
11/19/2018 Fifth Submittal to Troutman (Water/SeWf er/Storm) 4
12105/2018 Revision to Storm Labels 5
i
Know whars . below.
N Hai &k A One -Call Center Call before you dig.
Engineer:
9
A. Joe Harris & Associates, Inc.
Engineering band Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: ('803) 802-1799
www.rjooarns.corn
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engi S
%CAIs
A
®®°Roy � N e Roa '
ESS/p °°"��'•y� �: ��,Q�pFESsj�2,�ti9'��
p
<M SEAL C°o o ow SEAL
a S C-4168 > Z m ° 44299 Sze
Ile
°°°
/s x ASSO�'0%% �io�9A$ L . �� : %
4//unit►�" ®///oinn®e�® v1
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Chocked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
T E EO, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Sutter's 111 11
D rWtviii rt 3 "f"a,IL;
initial Erosion Control Plan
r ,;ect Ive, Dralivi g No.
2605
0'9110File Nd irrle:
2605-Erosion Control Plan

VICINITY 14 i
STRAW WATTLE CHECK DAMNOTE: DIVERSIONS TO REMAIN IN PLACE UNTIL
+ *STRAW WATTLES' SHOULD BE"P.LACED AT AREAS DRAINING TO BASIN ARE STABILIZED
/ A,MAX•IM'UMV OF 50FT BETWEEN WATTLES ',r>,
::•;•:J..:'` / A FLO D AY :(SEE DETAIL) NOTE: STABILIZE SLOPES WITH MATTING AS SLOPES
ARE TRACKED IN.
..
INSTALL 318 LF DOUBLE ROW SILT FENCE ..., .... o
W/ ORANGE PROTECTION FENCE N TOP OF
/ \ /X /`� i A� /�`,bA �:V � i113 �� :-BAFFLES (TYP.) � �......... �_ Ta PROPOSED TEMPORARY DITCH
DATE I ISSUED FOR I REV
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sower/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/0512018
Revision to Storm labels
5
6.
tbelow.
C.. before rdig.
R. Joe Harris*Associates,
1 a ".
Engineering ®Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill_`,.C. 29708 P: [phone]
www.rjoeharris.com
o a1 .DETENTION BAST' BARREL a This drawing shall not be used for construction purposes until the
..
O.UTLET.ZONE 25./ii �, o
o� seal and signature of the responsible registrant appears on the
5 .00 M 0. &6 /o :•' 6
OF;SURFACE AREA �..... L
N UP 1
F18 C P
• I 81
.: •• .. •. ,. .; ..drawingOwner's nor Contractor o :•••' C t
and
''•
DN: 81.0:50 ...... having
owsdr, jurisdiction.
permit
J
Agent Authority
Corporate Seal Engin r ° S
I
I �
eu
nano a r e r®
e r
,eeee °Asr, ee °Ass°
HOAR SOAR
1 :..� ° o°°°°° o
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t ;TEMPORARY••EDIMENT•BA N:,:.::::..::::::
j .S S.I �o� �o ° �
. ....r�. .. by
®1� OF ESS/p ESS%°
...DRAINAGE••AREA 6.05 AC':..
TOP BERM - 820.00 SEAL > c�p
SEAL
9zS C-444290
EMERGENCY..SPILLWAY=819:00
_
t; PRINCLP.LE WEIR = 818.0® ®® ° ° ` o
®� °,° n/� ciC 5° ® ,®
J BOTTOM BASIN - 814.00 ,��, °° GAPS&ASSO`,, .,,off °®°°°o°°��,®,
•;• � • � � �,— ' ASAArn6ni►ne� 1111rnent®e�e
NC GRID——�
1 GRAPHIC SCALE
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOMES, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project
Sutter's Millll
Orntiling Title:
Initial Erosions Control Plan
Project No. Drawing No.
2605
C7WO File Name:
2605-Erosion Control Plan

STRAW709F TEMPORARY DIVERSION DITCH WITH
WATTLE DAM
05110/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/1012018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Wafer/Sewer/Storm)
3
11/1912018
Fifth Submittal to Troutman(Water/Sewer/Storm)
4.
12/05/2018
Revision to Storm Labels
5
4
t whaft below.
Call a lorey adig.
R. Joe Harris & Associates, Inc,
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P; [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal En i Ss 00111111111111 tell Z11I.,
®�9. rn SEAL z o SEAL �>
C-4168 44299:
®0 0 2 �,e <��,
F` °°/NG & Svc° ° b v �`-a
S&ASS �S
°0jer'r a e u i ►►°°1° °os��o
Project Manager
Drawn
J. Hegemann
M. Ali
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
December 5, 2018
_
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SMITE 104, MONROE, NC 28110
P: [phone]
Project:
tte r' s i I I I I
Drawing Title:
Initial Erosion Control Plea
Project No.
Drawing No.
2605
DWG File Name:
2605-Erosion Control Plan

STAGGERED .\ ......... ....:..: ,
..: .: CONC. OUTLETTYP. � :..`�• . � •m � .•'' �.,, . �.,,; ..:�:•• :.:..,..`'�"`:.. ..• � �4.. - _ I -
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. .. EC-3
822
........... .
% •. 830 83030
R. Joe Harris l Associates Inc.
...:... ,.....• ••. .. M 4- M M TD 4- M
r XD
� NOTE: DIVERSIONS TO REMAIN IN PLACE UNTIL
• ::: ' r AREAS DRAINING TO BASIN ARE STABILIZED
® Land Surveying - Planning
��
.............
•• Management
'i \� 127BenCase Drive Suite P: 803802-1799
STABILIZE SLOPES WITH MATTING AS SLOPES y >
•''....... NOTE: STAB LIZ
BAFFL��
ES (TYP.) 1 ARE TRACKED IN.
... r
WWW.rjoeharrss.com
EMER- Y SP LWA o� TYP.)
R OR WI RIP -RAP l .- �P ® ° o
� 1 PIPE SL.. RAIN��(
av 25.57 LF :,1 $ HDPE @ 7.82 /o' OUTLET ZONE 25 /o This drawing shall not be used for construction purposes until the
D FILT R BR 1seal and signature of the responsible registrant appears on the
®. / : ` o� INV IN: 826.00 INV OUT: 8 4.00 OF SURFACE AREA --"*'SEDIMENT BASIN 400
r
° � drawing, and proper permit forms and related fees are transmitted
OUTLET ZONE 35 /o PIPE INLET"
`.
K / ET P O OUTLE ® E 25 DRAINAGEA — 21.4 AC, by the Owner, Owner's Agent or Contractor to the Authority
. ::. � •:•. ;•.. `� NL RaTECTI N'� /0 AREA
OF FA AREA
oy �% ® ) SURF AREA TOP BERM — 830.00
having jurisdiction.
< /
' SURFACE RE PR TE TI "• N (T1FR. .:®F..... T1q q
OUTLET PROTECTION: RIPRAP (TYP.`) / EMERGENCY SPILLWAY = 829.00 Corporate seal En ine r'
PRINCIPLE WEIR = 828.00 \\nunff,
°y PIPE SLOPE DRAIN TYF?. ®®®• ',,, •,,,,
: r ( ) CLEANOUT = 825.80 ,®
..oy 11 8 00 ' INSTAL 282 LF DOUBLE ROW SILT PENCE / o���°CAf�pB,®,® ���oCAR®�j•,,,
�•, a� : U 28.31:LF 6 HDPE @ 17. 6/ I O ; ° °®°��
TION FENCE ON TOP OF' / BOTTOM BASIN = 824.00 moo° oFtissroN°°°y �• �o°Q� oti°°y
INV,:I'N: 821.00 I.NV OUT 816.0 W/ ORANGE PROTEC _ ° � y
P7• ... o REQ. VOLUME 12,646.91 CF
° o • r QUTLE_T :.ONE 35 /o °� tom°
INLET PROTEC�� ION: ROCK PIPE INLET SILT FENCE.-(CONC. OUTLET l`O CONC..OIJTLET q o °�, z°
:. T) % ®� ° rn SEAL c� $ %F- SEAL
OF SURFACE AREA ACT. VOLUME 12,650 00 CF o z —41 z a °N s 442 9 z<
� P�ROTECTION;`(TYP.) f / _ T
o�C 4168�o z® � �o
SPILLWAY LENGTH = 30 F =o mFF
OUTLET PROTECTION: RIP/RAP (TYP:) — T °,��, °°°�'io ° �®,, ti °° ®®
/ RISER STRUCTURE - 4 x 4 I.D. PRECAST
q p o........
i RIP-R A O 11 �'� " GAP®;® .,® �q
SKIMMER SIZE = 3.00 ®®S&ASSO� •,,,®, S L,'�,
\ f 1
C F DETA n flfll111\ ffflll\
/ o / ORIFICE SIZE = 2.5
OU BARREL— 24" RC @ 86%
TLET ZON 25 /o
. .. . OF SURFAC AREA::
. • J Manager
. ....... Project t a e Drawn
J. Hegemann M. Ali
ST G RE i :.
Chec
ked
ZONE 25/ �°p Department �n g 1
C. O LE Y .) F SURFACE A Murphy Kell �.
R A
•
ryp
.... Print/Plot Date
Kelley
December 5 2018
I e
. lent
OUTLET ZONE 15%
TRUE HOMES, LL
........ OF SURFACE AREA
........... % 2656 BREKONRIDGE CENTRE DRIVE,
5'X5' O.D. PRECAST_STRUCTURE...•' - SUITE 104, MONROE, NC 28110
/ PIPE SLOPE DRAIN (TYP. /
/ PRINCIPAL WEIR = 820.00 ) `" P: 704 238-1229
12" D 36% .
29.94 LF � PE @ 13:. .. .r��. ( )
PROPOSED SITE 1 v
LIMITS OF DISTURBANCE
INV IN: 8�.00 INV OUT:..816.00 l
i INLET -PROTECTION: ROCK PIPE INLET'
TOTAL= 61 AC±
LEGEND:

.............
..1 ........ \ j
25 LF I7 R•RIMETER BUFFER'.... ..............
........:.:..................................
.
\_ IN
VICINITY MAP - N.T.S.
y Map
NOTE: DIVERSIONS TO REMAIN IN PLACE UNTIL
AREAS DRAINING TO BASIN ARE STABILIZED
NOTE: STABILIZE SLOPES WITH MATTING AS SLOPES
ARE TRACKED IN.
Nc CRID
LEGEND.
OEM MM PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED CONSTRUCTION ENTRANCE
0-0 PROPOSED CONCENTRATION OUTLET
- TD -40- PROPOSED TEMPORARY DITCH
GRAPHIC SCALE
(, IN FEET )
1 inch = 40 ft.
1
Im
05/10/20,18
Initial Submittal to Town of Troutman& Iredel County 0
08/10/2018
Second Submittal to Troutman & Iredel County 1
09/10/2018
Third Submittal to Troutman 2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm) 3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storrn) r,
12/0512018
Revision to Storm Labels 5
Know wha
Flit& (?A4d a One -Call Center Call before you dig.
R. Joe Barris Associates, Inc.
Engineering - Lana Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: (803) 8024799
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engine S
CA ROB 4%* �' ��N VA R0�'°°®
o <C
i m SEAL 1 SEAL
® c, C-4168 e °' t 44299 z°
s0'] O
°��$& ASS%%°'�''4 S' a'
Project Manager
Drawn
J. Hegemann
M. Ali
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOMECS", LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project
Sutter's ill II
Drawing Title:
Initial Erosion Control Plan
Project No,
Drawing No.
2605
DWG File Name:
EQ-81
2605-Erosion Control Plan

GC:NEDAI IV®TES: C:n(Z11n 1 r`nNTDnI (%t-)NSTDHr%T1®N E U hIC
1. CONTACT THE IREDELL COUNTY SEDIMENT CONTROL OFFICE NOT LESS THEN 48 HOURS 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM DEQ AND/OR IREDELL COUNTY.
BEFORE COMMENCEMENT OF THE LAND -DISTURBING ACTIVITY. THE DEVELOPER SHALL 2. SET AN PRECONSTRUCTION CONFERENCE WITH NC DEQ AND/OR IREDELL COUNTY EROSION
CONTROL INSPECTOR. PRECONSTRUCTION CONFERENCE SHALL BE USED TO CLARIFY THE SEQUENCE
ALSO CONTACT THE COUNTY AFTER THE REMOVAL OFTHETEMPORARY SEDIMENT OF ACTIVITIES AND ITEMS OF CONSTRUCTION THAT MUST BE ADDRESSED PRIOR TO BEGINNING
CONTROL MEASURES. GRADING ACTIVITIES. EC-15
2. INSTALLATION OF INTERIM EROSION AND SEDIMENT CONTROL AND STORMWATER 3. INSTALL CONSTRUCTION ENTRANCES FIRST, BEFORE ANY OTHER ACTIVITY HAS BEGUN. NEXT INSTALL r
MANAGEMENT MEASURES MUST TAKE PLACE INITIALLY BEFORE THE COMMENCEMENT OF ALL TREE PROTECTION FENCING AS SHOW ON THE EROSION CONTROL PLANS. THEN INSTALL SILT 4
ANY LAND -DISTURBING ACTIVITIES. FENCE, SEDIMENT BASIN, SKIMMER BASIN, AND CONCENTRATION OUTLETS AS SHOWN ON THE EROSION / 1 C-16
3. THE DEVELOPER ENGAGED IN OR CONDUCTING THE LAND -DISTURBING ACTIVITY SHALL BE CONTROL PLAN. CONTRACTOR SHALL CLEAR AND GRUB ONLY AS NEEDED TO INSTALL THE REQUIRED et
RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY AND PERMANENT EROSION CONTROL DEVICES. NOTIFY THE ENGINEER AND/OR IREDELL COUNTY INSPECTOR ONCE ALL
EROSION AND SEDIMENT CONTROL MEASURES AND FACILITIES DURING THE
EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND UPON SATISFACTORY REVIEW OF THE ®° C-14G
DEVELOPMENT OF A SITE, AS REQUIRED BY THE APPROVED PLAN OR ANY PROVISION OF EROSION CONTROL DEVICES BY THE ENGINEER AND/OR EROSION INSPECTOR, CONTRACTOR MAY EC-1 3�
CLEAR AND GRUB THE REMAINDER OF THE SITE.
THIS CHAPTER. OPERATIONS AND MAINTENANCE CONDITIONS SHALL BE INCLUDED IN THE 4, MAINTAIN EROSION CONTROL DEVICES AS NEEDED AND/OR SPECIFIED. SEDIMENT BASINS AND
PLAN OUTLINING HOW THE DEVELOPER INTENDS TO PROVIDE FOR OPERATIONS AND SKIMMER BASINS SHALL BE INSPECTED WEEKLY AND AFTER EACH 0.5 RAINFALL EVENT ENSURING THAT SEDIMENT BASIN #300 /
MAINTENANCE DURING CONSTRUCTION. ADEQUATE SEDIMENT STORAGE IS AVAILABLE AT ALL TIMES AND THE GRAVEL AND RIP -RAP OUTLET IS DRAINAGE AREA = 3.88 AC.
4. FOLLOWING SOIL DISTURBANCE OR REDISTURBANCE; ALL PERIMETER SEDIMENT UNOBSTRUCTED (FREE OF DEBRIS). ALL EROSION CONTROL FEATURES SHALL BE INSPECTED WEEKLY
CONTROLS SHALL BE INSTALLED AND TEMPORARY STABILIZATION MEASURES SHALL BE
OR AFTER EACH RAINFALL, WHICHEVER COMES FIRST. TOP BERM = 822.00
COMPLETED ON TOPSOIL STOCKPILES PER THE NEW REQUIREMENTS NOTED IN THESE 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES EMERGENCY SPILLWAY = 821.00
DETAILS. THESE REQUIREMENTS REFER TO ANY PERIODS OF INACTIVITY.
TO MINIMIZE EROSION AND SEDIMENTATION. ADDITIONAL MEASURES SHALL BE INSTALLED AS /
r
DIRECTED BY ENGINEER AND/OR IREDELL COUNTY EROSION INSPECTOR. PRINCIPLE WEIR = 820.00 p /
5. AREAS AT FINAL GRADE SHALL RECEIVE PERMANENT STABILIZATION MEASURES PER THE
6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION CLEANOUT = 818.59 � _. _ _ r ® _-•-
REQUIREMENTS NOTED ON THE NEW STABILIZATION CHART. AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPARTMENT OF AGRICULTURE AND - --
6. THE RESPONSIBILITY FOR MAINTAINING ALL PERMANENT EROSION AND SEDIMENT THE LOCAL GOVERNING AUTHORITY STANDARDS. BOTTOM BASIN = 816.00 ' f
CONTROL MEASURES AND FACILITIES AFTER SITE LAND DISTURBING ACTIVITY IS 7, SITE SHALL BE STABILIZED PER THE STABILIZATION REQUIREMENTS NOTED ON DETAILS SHEET. TIME REQ. VOLUME = 16,019.85 CF ^'
COMPLETED SHALL LIE WITH THE LANDOWNER OR PERSON IN POSSESSION OR CONTROL, FRAMES REFER TO ANY PERIOD OF INACTIVITY. to-1 2 VICINITY MAP - N.T.S.
EXCEPT FACILITIES AND MEASURES INSTALLED WITHIN ROAD OR STREET RIGHT-OF-WAYS 8. ONCE THE SITE IS STABILIZED AND THE LOTS ARE READY FOR DEVELOPMENT, INDIVIDUAL LOT EROSION ACT. VOLUME = 16,050.00 CF EC-1 EC-1
OR EASEMENTS ACCEPTED FOR MAINTENANCE BY THE LOCAL MUNICIPALITY. CONTROL MEASURES MUST BE USED ACCORDING TO THE INDIVIDUAL LOT EROSION CONTROL CHART IN SPILLWAY LENGTH = 30 FT
7. APPROVED PLANS REMAIN VALID FOR THREE YEARS FROM THE DATE OF AN APPROVAL. THE DETAILS SECTION.
8. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED 9' DAILY LOG SHALL BE MAINTAINED AND KEPT ON SITE AT ALL TIMES IN ACCORDANCE WITH THE NPDES RISER STRUCTURE = 4� X 4I I.D. PRECAST
PERMIT. DAILY LOG SHALL BE READILY AVAILABLE FOR INSPECTION BY THE ENGINEER AND/OR IREDELL �I
WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE COUNTY EROSION INSPECTOR AT ALL TIMES. DAILY LOG SHALL NOTE THE DATE, CONSTRUCTION Key Map
SKIMMER SIZE = 3.®®
NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. ACTIVITIES AND RAINFALL DATA (ATA MINIMUM). ORIFICE SIZE = 1.5"
TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. 10. PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND BARREL' _ 80.45 LF 36" RCP @ 1.24%
9. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS EROSION CONTROL MEASURES ON A PROJECT AND SUBMIT A SELF -INSPECTION REPORT AFTER EACH
OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL SEDIMENT BASIN #400
CEASED. PLEASE SEE CHART FOR STABILIZATION REQUIREMENTS. IS BEING FOLLOWED, DRAINAGE AREA = 21.4 AC.
10. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) A LIST OF POSSIBLE PHASES MAY INCLUDE:
DAYS. IF SITE INSPECTIONS IDENTIFY BMP'S THAT ARE DAMAGED OR ARE NOT -INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. TOP BERM = 830.00
OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL -INSTALLATION OF SEDIMENT TRAPS/BASINS. EMERGENCY SPILLWAY = 829.00
-CLEARING AND GRUBBING OF EXISTING GROUND COVER.
OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER -COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF PRINCIPLE WEIR = 828.00
PRACTICABLE. STABILIZATION. CLEANOUT = 825.80
11. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO -INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT.
CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL -COMPLETION OF CONSTRUCTION OR DEVELOPMENT, BOTTOM BASIN = 824.00
BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY -INSTALLATION OF STORMWATER RETENTION MEASURES. REQ. VOLUME = 12,646.91 CF
INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE -QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED, " %,..•
RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING; THE WATER SHOULD BE 11. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL SUCH TIME THAT SITE HAS BEEN :�u ;:; :: .... ACT, VOLUME = 12,650.00 CF
PERMANENTLY STABILIZED WITH VEGETATIVE COVER AND/OR OTHER DEVICES (PAVEMENT, STONE,
FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS ETC.... INDIVIDUAL MEASURES MAY ONLY BE REMOVED UPON APPROVAL BY THE IREDELL COUNTY SPILLWAY LENGTH = 30 FT
OF THE STATE. EROSION CONTROL. SEDIMENT AND SKIMMER BASINS ARE TO BE USED DURING THIS EROSION .. "f t✓. / ....... RISER STRUCTURE = 4` X 4' I.D. PRECAST
12. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES CONTROL GRADING PLAN. ALL LOTS WHICH CONTAIN SEDIMENT AND/OR SKIMMER BASINS ARE TO BE : ` L,' : ' / •• "
OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DEVELOPED LAST. : �" .....
SKIMMER SIZE = 3.00
:, .
DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE 12. ONCE SITE IS STABILIZED AS DETERMINED BY THE IREDELL COUNTY EROSION CONTROL INSPECTOR: '. '/ EXIST NC S'iREAM ' "......• ORIFICE SIZE = 2.5"
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE RE -CONNECT OR INSTALL PERMANENT DRAINAGE PIPES TO FULL LENGTHS °
REMOVE SEDIMENT BMPs AN* L� 2 ,BUFF•ER:....................••., BARREL = 58.40 LF 24„ RCP @ 0.86/°
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL ONLY BE REMOVED ONCE
-STABILIZE SEDIMENT BMP AREAS (GRASSING W/MULCH OR HYDROSEED) ,
PERMISSION HAS BEEN GIVEN BY THE IREDELL COUNTY INSPECTOR.
SUBMIT NOTICE OF TERMINATION ONCE SITE HAS ACHIEVED 70% PERMANENT VEGETATION -- RIGHT OF WAY FOR
13. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD
ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST.
.......� FUTURE ROADWAY
THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL AND IT SHOULD BE REMOVED : f` z ...::..^•:::.•.::'::;::;`.:.°' % CONNECTION WITH
IMMEDIATELY F D y ` . <r'•:''• i\:::::::::':: �...`::::.:::•::\ . .
FROM ROAD, NOT AT THE END OF THE DAY. ,.,;•.• ., .,, .,,... ��.,, .,..,• .....
TEMPORARY TURN
14. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR
::::`• :: `... :::::::::••.::' •.... r - ,,�,f �• N -� � �. ••`:;.~..'• :: ,r .»AROUNDINFRASTRUCTURE AS WELL AS FOR INDIVIDUALLOT CONSTRUCTION. INDIVIDUAL
t
PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN • ... .•• �•.-•• .• i V �: > .. r . .. • - •. .. -.. ' •••..:•••...: ••.... •; ........
w /
.: ... 1';% ,. V . • i'-ice "",' : a � .. �` ... .
•..
c
APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH N.C. GENERAL PERMIT �^-�;:::'•. s:.-._4:=; �,� '�-•-�
NCG010000. ®/ ,
15. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING
CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE, RUNOFF AND/OR DIVERT .� ,.' .••` ..•' '• '' ' : ' .•••' �•' '• .•:e;'" ""`' ,. •••.:-.�••.;•..
SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. '
16, ALL WATERS OF THE STATE WoS INCLUDING WETLANDS ARE TO BE FLAGGED OR -. % •.: " :
.. ... ,.... .• ARK `';,,�. .. •" _ - ... ,..:: .. .. •; - ••. •'••....'••..:' •.. ,.'.' .:'.;. •.....��• '''., ^''••.. '"•
M, t .. ...'•.. '.... �'•. '••.
OTHERWISE CLEARLY MARKED IN THE FIELD, A DOUBLE ROW OF SILT FENCE IS TO BE
r'� .., ... ,� .r- ;::�-- :' -'-- .. � _�__ �":• ... � .: � •........,...,..,�.,•... ROADWAY STUB FOR
..� ._ .:
INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE , ' - .• ..• •'"'••' :•' '•'•'' : •' •'' � t, .. •• '• .�""` ' �","�...�-�� ' ' ••: '" ''`'�`" '' , �'
I �o
W
DISTURBED AREA AND ALL WoS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN ..' ,�• : / .• :' ,: ,� ..• .....•_ : :' :. """`�-.�. ' �"" .. .... . •' '0 ••��� '':::.':;::.:~ • FUTURE ROADWAY
a.� , -: �.: •,v CONNECTION
THE LAST. ROW OF SILT FENCE AND ALL WoS. ,+ : �� .,' : :� :� •: �•` ��� • "' .•••••'' � � 840 - , ,
17. ALL INLETS COLLECTING DRAINAGE OR THAT MIGHT POTENTIALLY BE AFFECTED BY THE H
:. f 7
(BY r ERS)
LOT CONSTRUCTION SHALL HAVE INLET PROTECTION. INLET PROTECTION MUST BE •' %"
O
MAINTAINED UNTIL ALL AREAS DRAINING TO THE INLET ARE FULLY STABILIZED. : . •''' � •
18. LITTER, CONSTRUCTION DEBRIS OILS FUELS AND BUILDING PRODUCTS WITH ! ..• e .; ,
SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED •.." 4 - •
LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER : ; . ; " ,,,,: •••, l ..•:'
MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER SO
O
:: o :' : 850 ___ �'
DISCHARGES. '� •. .'•' ' .• . / .. .., .. .. . q• ... ...
19: .PRIOR TO BEGINNING WORK ON THE SITE, CONTRACTOR SHALL FIELD VERIFY THE 1<'� ;f aA •,o: 1 :l �' .
LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY ::'. \'•.o
:✓ r o
POTENTIAL CONFLICTS THEY MAY HAVE WITH THE PROPOSED WORK.
20. CONTRACTOR MUST CONTACT NORTH CAROLINA 811 A MINIMUM OF 72 HOURS IN •• •• - f . •• • ••• '•• ..
X ;
l: f r
ADVANCE PRIOR TO BEGINNING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR. :�' �' • : � • '''• . .. , 1
f
CONTACTING ANY UTILITY COMPANIES THAT ARE NOT UNDER CONTRACT WITH N.C. 811 TO •,, '' �•'.•� ; � \, : � � �
HAVE THEIR RESPECITIVE UTILITY LINES MARKED. VERIFICATION OF UNDERGROUND ;'.t
UTILITY LINES PRIOR TO DIGGING IS THE LAW. :' 2
r o : 'z t
j
I ,
r r �
,1
J
e
�:;... :......r CY ACCESS.
-- EMERGENCY
�.
W/ GATE.
NOTE: DIVERSIONS TO REMAIN IN PLACE UNTILIF �f
RIGHT OF WAY FOR UT
AREAS DRAINING T BASIN ASTABILIZED , r� : ...... •, '
.. FUTURE
ING O AS N RE /. ROADWAY CONNECTION
•. „.'' i /r .r. ...•.•' ....... ... .. •'. pt,:.' �� f .S__.• ' ;.. ..:... ....... � ! -. '.• ...• ARM1 IN T,--- �"'-.:°ti,.:. .• ...... . .. .
f',/•: : ..... .� .• FERN ___- - �' I "� ..... � ..... ..
-, .• bow .. Y OTHERS)
NOTE. STABILIZE SLOPES WITH MATTING AS SLOPES rf (�:� � 6 •: •. a .. �' Tom. •�
�•..
ARE TRACKED IN: .:.... .: � ::' I ..� "' .•' t, .� ,
.
�(
• /. � ��,. ... • 1.;, ...... � •..: PERMANENT DITCH
SEDIMENT BASIN #200
DRAINAGE AREA = 6.72 AC.
TOP BERM = 820.00
EMERGENCY SPILLWAY = 819.00
PRINCIPLE WEIR = 818.00
CLEANOUT = 813.52
BOTTOM BASIN = 812.00.
290.96 CF
RE . VOLUME = 27 Q ,
ACT. VOLUME = 27,300.00 CF
SPILLWAY LENGTH = 30 FT
RI E RISER STRUCTURE 4 x 4' I.D. PRECAST
SKIMMER SIZE = 3.00"
ORIFICE SIZE = 2.5"
0
BARREL = 99.00 LF 30I� RCP 1.01 /o
FEMA 100YR FLOOD LINE
- _ PROPOSED LIMITS OF DISTURBANCE
-El PROPOSED SILT FENCE
PROPOSED CONSTRUCTION ENTRANCE
°- PROPOSED CONCENTRATION OUTLET
TD -111b- PROPOSED TEMPORARY DITCH
y
...
..............
...........
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...........
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PRO OAP
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ISSUED FOR FTW
05110/20,18
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
I� eHarrisr
A -
Engineering Land Surveying Planning
Management
127 Bea Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engin-
®'®�,0 1 CA,I',,,, a 11,,,,
R v H' CAR
®� o m SEAL E SEAL �o
® e c C-4168 z° z= r 44299
�^ o
♦�
S 1 S
& S L. e A �
e \ I
e ® ,
1 1 e
1 A / A
1 A 11 A a'�.P,
111 11 a'
Project Manager
Dravin
J. Hegemann
M. Ali
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE H O .
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 1040 MONROE0 NC 28110'
P: [phone]
r
Prt� �<v�r'k.
Sutter's Ili 11
1)r:avii ng Ti Ia:
Overall Final Erosion.
Control flan
Project No.
Drawing No.
2605
DWG File Name:
2605-Erosion Control Plan

SEDIMENT BASIN #200
DRAINAGE AREA = 6.72 AC.
TOP BERM = 820.00
EMERGENCY SPILLWAY = 819.00
PRINCIPLE WEIR = 818.00
CLEANOUT = 813.52
BOTTOM BASIN = 812.00
REQ. VOLUME = 27,290.96 CF
ACT. VOLUME = 27,300.00 CF
SPILLWAY LENGTH = 30 FT
RISER STRUCTURE = 4' x 4' LD. PRECAST
INSTALL 340 LF DOUBLE ROW SILT FENCE
W/ORANGE PROTECTION FENCE ON TOP OF
SILT FENCE(CONC. OUTLET TO CONC. OUTLET)
30' X1T EMERGENCY SPILLWAY
ARMOR WITH RIP -RAP
AND FILTER FABRIC
BAFFLES (TYP.)
5'X5' O.D. PRECAST STRUCTURE
PRINCIPAL WEIR = 818.00
DETENTION BASIN BARREL
99.00LF 30" RCP @ 1.01 %
INV. UP:809.00
INV. DN:808.00
i
RIP -RAP APRON
SEE EC-19 FOR DETAILS
INSTALL 385 LF DOUBLE ROW SILT
W/ORANGE PROTECTION FENCE ON tPO`'•SILT FENCE (CONC. OUTLET TOO
11,995 SF TURF REINFORCEMENT
MATTING FOR SLOPES GREATER
THAN 3:1(SC250 OR EQUAL
OR GREATER) PROPOSED SITE
LIMITSOF DISTURBANCE
`TTCTAL=•6.1. AC± ......
~� —STAGGERED
PROPERTY BOUNDARY CONC. OUTLET (TYP:) .. '
EM PROPOSED LIMITS OF DISTURBANCE
El PROPOSED SILT FENCE
PROPOSED CONSTRUCTION ENTRANCE
c�a PROPOSED CONCENTRATION OUTLET
TD — PROPOSED TEMPORARY DITCH
NOTE: DIVERSIONS TO REMAIN IN PLACE UNTIL
AREAS DRAINING TO BASIN ARE STABILIZED
NOTE: STABILIZE SLOPES WITH MATTING AS SLOPES
ARE TRACKED IN.
OUTLET ZONE 15%
OF SURFACE AREA
OUTLET ZONE 25%
OF SURFACE AREA E
OUTLET ZONE 25%
OF SURFACE AREA
OUTLET ZONE 35°l0
OF SURFACE AREA
.. ..........
:ter ......T..................
VICINITY MAP - N.T.S.
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/1012018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11119/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
R. Joe Harris & Associates,
10' PLANTING
Engineering ® Land Surveying ® Planning
STRIP
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 2970E P: [phone]
-� 2' VALLEY C
G
www.rjoeharris.co
16' PLANTING
STRIP
--
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
c--
drawing, and proper permit forms and related fees are transmitted
\
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engine a
CARp''.
CARSS p'''',
�N
ESS/ON , q °✓�
«Q�® s�ONy oq r
*9l°
o M SEAL
cn o
SEAL �a
a e C-4168 a -
'
° �' 44299 a>
o
,/S LF.
v3.
v5
............ .
GRAPHIC SCALE
( IN FEET )
1 inch An ft:
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Chocked
P. Murphy IT. Kelley
Print/Plot late
December 5, 2018
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill 11
JrEnd ng,Title:
Final Erosion Control Plan
Project No. Drawing No.
2605
DWG File Name:
2605-Erosion Control Plan —1

I � •... � I � i � r�, i i i I I II I i i:' � i I
5' SIDEWALK;
i I L:f I ..-��'''.. I\ \� I �`''. -�'••� ���'�"�•'•. I � I \_ I ��-'�.. I I I ':�--. I _ I I ��'�'- I �: II i
- _870
rr',�'"`i .T.'`,�L//"`.'` .`r'.T�'. , >'✓ /�•..''!"!/i'/>. , r,✓ .o .�' ,/f. i`,�'' ,r'/..ter' ,// .: is /"r' ,-.. r . - i i � - .✓r.'`-rr _. � �-�
.T.. � '.;a''.• SE®IM�NT•BA�IN#fifl0 •� � � �'�.
-D.RAINAGE�'AREA:�,16.1`AC.,• '.,..• \ �:��,, `-. '\ ��.. ` �. ��........:.. �, �� �A INS' SE N
-��,, TQP•�E�RM = 838.00 ............ \••`'•�'•. � �•\'� � �'�226 SF TURF�REINFQRCEMENT� \` �, � �•'.. •..:-•.. \
20 STORM•.EASE EN '`:. EMERGEIVCY.SPILLWAY. 8.37:'QO' .... �:
MATTING FOR SLOPES tREAT R �.
__
NCIP E WEI -.83 .00 - . --;- -g - r riir -
PRE �. \ E_ _ L `� ,, ;; ' ifs 7, r 7-
THAN 3.1 SC2�QQR (�LlA ri_ `fir % i/f -
- �.� \ �'°.., `� � ' •---= .�� y. _ � � l,,�,; �-'--,.";.�-�-as'>.�' �•'' 'r� � �' i'•• . ,�'�
` . ANOUT-;- 830''8,7 !; -�
'•. '••. � �`' '• '�,. _ .'".lam" ,> '7 ��-, >�i,T ,�` i
__ PRECAST OR.:GREAT R----.P--.rf-,;!f ,%'�,,,�-
T STRUCTURE...
) _ �s-. / �-
5 X5 O. PR CAS S U � 'e,�_-� -- !;%;';� --�r--� � �,� �� ,r',•�//,
B TTOM BASIN 830.00 �-
- I �-'-- �, . -%� ,r`,r7✓r/f/�' r"..,, l`,%�.,�,,. -'i� � � � , i % .. •, , � �,..• ",,...
® QQ . r� r / / / ✓?r�i , - !!/ / ! -✓ram/!
•...........: '.�� '••.'•' -._ - ••.... "PHI C � •••......... �• ' � .. ,� . ,?, -. % . ,
EQ. VOLUME.= 3 639.90_i F ' Jj
R (� ',-, f / ,,., �,._ r� fi- �-r r �, /�, , ?f f✓,>:i %� s,-� 7i/%/ iil..: ,lil%
Q';`•�.....:. %.:ate. .� ;q'••x•-x� , , ,'.,�/"'� ;� !!: •...,! , ,r,% 77 _ %-',,•i ,ram, %'
:.ram! r y, r r f" . ?®� r '�� �®. _.-air ®s- �zz � %/ i /r/r r I�I / ' M rr
..ACT. V LUME ®1370.00 CF , r! r j >- , i / ��_- ��w_%/ r ;®7 -�// /fir i
MH #10 DETENTION BASIN BARREL s !, _ �_$._�^t��
I '`!�'`�:-�=.�,r''er /`,�"�f,!,i' , r'�_e''�-, //.� f .._</�' ..... f ` s�,-:� .-.r'",� �..,_._�..e � •as ���` 1',r>�/`
SPILLWAY LENGTHQ FT :;.._..... ,� 28°/ ; '''', ' /` ..........I
65':.85LF^1_, RCP @ 2. o�;;7- ....
`"•...�
ISER STRUCTURE = 4° x-4' I.D- RECAST''...,
. .............
wv.''...uP: 827.50
"" 26,927 SF Th1REREINF EMENT C� C� `��•:
KIM.MR SIZE 3.00.... INV. DN: 82:50 >.=' ` 5 /o ...... .
TREE SAVE ` ;-r °
i ":. ING FOR SLOPES GRE N
� .. — „ ...., ,,%'",, .., fry/ .
ORIFICE S1ZE.......2.5 -' ......:.. - ,r - % THAN 3: ' C250 OR EQUAL
AREA = OF SURFACE AREA �Y_ n °_ f
(DT. � BARREL -�56 851;F 18 RCP''@,2:28/o �!o� sso_ -
:, `\�� ° o•R GREATS'..... -
"'' •..
M M.
` .� �_•., "'..- v OUTLET ZONE 25-/o-
ITT ill ............... : OF SURFACE AREA
• �1'' 76-F--PERMAN DIVERSION''DITCH WITH
_. — S TT•LE::QH-LCK. DAM
lit !il n "•....
:. �\ �- ....... OUTLET ZONE, 25%
`'•. ,. TLES �ROU E PLACED.AT
. •��'�'•. ''. OF SURFACE AREA••,. STRA1�1/•WAT S E
\� •. _ \\
\\\ ..• ` -�-.. •
..................
® \ '..:OUTLET--ZO.NE 15% .................. (SE ®T IL.
......................
.................
\.
\ OF -.SURFACE AREA..::.
.......... `� ` .....................-
INSTAL 5 LF DOUBLE ROW:S.ILT FE
.........................
t W/ORANG-, P ECTION FENCE �ON,TOP
SILT FENCE (DON TLET TO END)
INSTALS40 LF DOUBLE -S•ILT-'F.ENCE ...... STAG EKED"........ ..
L.
\� "'•.....:............... WGE PROTEC�N'PENCE TO0­OF ........... CONC:.OU-TLE-T..(..... .P.)..:.......:. ....
....... :... .
•. IL T •FEIyCE (ENDYTC3 CONC )
:' ..... .............
STAGGE ED -.
L CONC. OUTLET TYP.
$32
:.
"' ••.,
�� '.... _
.
PROPERTY BOU.NDAR�
g36 ::
` I\` ..... ......................... ..................... ............ ... ........
..............:
. . :! .............. .... ..
—_ .................... ... .................... .........
- -
............
I ............. — _
........ .. .
: ::
...
......
...............
AFFLES...TYP.
�_
:....
..... . .. .. .
..... ......................... 1­ ............ .........
...... ....................
..
•• .. �- - -� ,_ �- -- ---•-... •... '•'-.. '•... ...... ......... ..... � ... ET TYP. ......::. •." .... '. ...................................
I _
...........
__ -, `.:
_ ...:
- - -. c
.:..:
1 ..•
.... ::.:.... .................:...:: ' ; :� . ,....... : ,,..... PROPOSED SITE
.. ...-.
- -' -, LIMIT (OP DISTURBANCE... ..::.:............... '
'EXISTING STREAM TOTAL= 61 AC±"
AND"25'•-6UFFER
DOUBLE ROW SILTsFENCE-
INSTALL283 LF DO X., ...........::::.'•.'-' ............................:::.:'...::. •;..... ...:.�, .:..... .':::::........ ''... ..' • ..::. •. '•.. •:'•. =� .• '�: ��: ':.: , �n
"ORAN E PROTEC•TI.ON-'FENCE ON TOP OF :`.• '. .
FENCE CONC. OUTLET TO CONC. .. - -
I SILT FE ( ` •...........:... •....�� � ..
�--
..:...:.. OUTLET) •,, - ; .,-,, :•-,.-I .. ••....::::; •,.. '.:, . : ,' �::... •..:•::.. .::.®.••• .: ' :: ' i �. ....
I
,_ 30 X21 EMERGENCY SPILLWAY
_
_
-
FF R............ .....::......................
1
ARME?R`1N1�TH•'RIP.-.RAP..........:.....:..............:........... STAGGERED
2�,LF PER METER BUFFS .................................................�.- �� -- f. - ... ::• : \ � \ `� •.. .:: • .....�.... .�� � ••... • ..,•..:; .•::•
-
--._ AND FILTER FABRIC CONC. OUTLET (TYP.)--'� � .• � ., ,,.��....1 �
1
'••................................................ �- --- __/.................�.............,\.` . •• --''`. - _
L•• ...a ................................................. .........................., ........... -
.. r
.............................:....RIP�RAP•APRON
_ I
.........:......
........... R. TAILS
. EC-19 FOR. D
SEE �...... .....,.....•
..................
VICINITY MAP - N.T.S.
r 'ATM.r.
NOTE: DIVERSIONS TO REMAIN IN PLACE UNTIL
AREAS DRAINING TO BASIN ARE STABILIZED
NOTE: STABILIZE SLOPES WITH MATTING AS SLOPES
ARE TRACKED IN.
NC GRID
LEGENCJ:
PROPOSED LIMITS OF DISTURBANCE
- PROPOSED SILT FENCE
PROPOSED CONSTRUCTION ENTRANCE
c PROPOSED CONCENTRATION OUTLET
t'D PROPOSED TEMPORARY DITCH
GRAPHIC SCALE
( IN FEET )
4 1 inch 0 ft.
1
IMM111111111 ISSUED FOR M
05110/2018
Initial Submittal to Town of Troutman& Iredel County
0
08110/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth. Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm) .
4
12/05/2018
Revision to Storm labels
5
R. Joe Harris & Associates,
Engineering g ® Land Surveying Planning
nnin
g
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 1': [phone]
vvvvw.rjoleharriS.cm
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engine r S,
�`�,1111111111 1 1!///®0
s
• SEAL SEAL
o c> C-4168 e o 44299 ,
///1111111+ /1111111
qL�
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley _
Print/Plot fate
December 5, 2018 _
Client
TRUE HOMES, LLC
2656 BREK:ONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC
28110
P: [phone]
Project:
Sutter's Mill 11
Drawing Title:
Final Erosion Control Plan
Project No. Drawing in No.
2605
DWG File Name:
2605-Erosion Control Plan

....... .
INSTALL 396LF SINGLE ROW
.:. SILT FENCE ,�
'/r J lie STAGGERED
CONC. OUTLET TYP.
v
. .. ............ / I ................. ... .__ ............ ........... ­ ............ ..... '. ............ I ... :..,e�..*4111, ,11,,,I
'�11 ' `��.: INSTALL 206LF SINGLE ROW
, I ......
'i'E �; , SILT FENCE
......��
l-
J;, �s-
r J/r'
--�. r 1___1 PROPERTY BOUNDARY
\,. — f',-r,r
.. .. . . .. . __ I _1
.•
�.,..�/ ��-
-- - _� f-.
& I.1II110M._.-1'1--.,,.-.. 1II % , .._ ..-11....."...,..:"1..1 ..,I ,. '_. -.—, m._..­I'`...�_-I" ... ,-_/.-,...- .., ...". ....­ '.�—._,.,...._'..
...1.....�."../__...._....�..I-­.. � ......*.....I..._.�-..._..1.............—I....:::..,.........:::. ....—.......
.K...... R".- ..I....—...�..­........I..-.--.../..:.. ......\,... —......`.....x ..,:.-...I—......—...\ 1.*.­­ ..., ....�.......-.....--."........�....=.�..I.....­....I...,..........-......-*.......'.. .*......!.— ......-.... ..,I.........."........_I..*..I_...�.....*C..� ......_....!,.­.. .I..
X_x :r1�.
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...."..1 .. ...." 1.....\ .... .... *17. <-"I. " ..,....'.. ., --....". .X..*`_..
.X ...._..­....: . ... .*.-.. . ....... . ...' ..1.
fif/- INLET PROT CTI N (TYP.) ® ,
��
_ .
-=�
. •
. DCB 1.1.I.......... .........
......... / *-1....... ............
. ......1.11... / i
i EMERGENCY ACCESS
DCB #110 / '
1.
._N ........�.,.."'.
/// 4_ W/ GATE.
— —'- - / /�
RIGHT OF WAY FOR FUTURE
�- _ / ROADWAY CONNECTION
I. I.
..
_- - /x i (BY OTHERS)
'� _' 5: B #14
...............
N_j, _ /
:�� ".Z..-...:-..1..I...:.,:.,..,"-.-..... :.'.... 1. 'l-.­... . 1.. �'
.1,....... .",-, .. '.... -../ .. \.-. .�._..­.`­.-.\.­.. <f,.­ .I.\. 1.. :. -..., .-.:.
/ ,... .. ......:........ STAGGERED
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VICINITY MAP - N.T.S.
e
NOTE: DIVERSIONS TO REMAIN IN PLACE UNTIL
AREAS DRAINING TO BASIN ARE STABILIZED
NOTE: STABILIZE SLOPES WITH MATTING AS SLOPES
ARE TRACKED IN.
10-
Iwo• • • • •-
XMIN01 0 00 I I I I 21 0 1LOX001•
rrC cnm
LEGEND:
PROPOSED LIMITS OF DISTURBANCE
11 PROPOSED SILT FENCE
laaaaaaam PROPOSED CONSTRUCTION ENTRANCE
c� PROPOSED CONCENTRATION OUTLET
TU PROPOSED TEMPORARY DITCH
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
1
DA-; E I ISSUED FOR I F`_1E
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
1 1/19/2018
Fifth Submittal to Troutman (VVater/Sewer/Storm)
,}
12/05/2018
Revision to Storm. Labels I L
5
1.
/ 1 is
Mow whaft barn s
N.,d &�� One -Call Center all before you dig.
Engineer:
I
�� o ' Associates,
Engineering ® Land Surveying . Planning
1Vlanaement
t27 Ben Casey Drive, Suite 10t, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
/'I
Corporate Seal
Engi
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11191111111w,
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date:
December 5, 2018
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's ill 11
--
Drawing Title. --
Final Erosion (Control Plan
Project No. Drawing No.
2605
DWG rile Name:
2605-Erosion Control Plan

1 I
� Fl
1012018 Initial Submittal to Town of Troutman& Iredel County 0
10/2018
Second Submittal to Troutman & Iredel County
1
10/2018
Third Submittal to Troutman
2
07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
0512018
Revision to Storm Labels
5
R. Joe Harris & Associates, Inc.
Engineering ® Land Surveying a Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. J
Corporate Seal Engin I `
®� o �FESS/p °°°�q ® `` ��°Q�pFESS;oN,tiq'
-9 0
SEAL
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aS C-4168 r 44299 z°
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®iCtC ASJO 0t®` ,'°A°!t/1®1111►� �°
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOMES, LL
2656 SREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Sutter's Mill 11
Drawing Title:
Final Erosion Control Ilan
Project Nor Drawing No.
2605
DWG File Narne:
2605-Erosion Control Plan

DATE
ISSUED FOR
I REY
05/10/2018
initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
'I
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storrn)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
k,
y.: rw whars below.
N.41 One -Call Center Call before you dig.
R. ,. Harris ♦, Associates, Inc.
Engineering ® Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. t/I
Corporate Seal
Fngi 's I
®®1nre+nrre
1t1 irreer
CA Ro
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®;;adm SEAL 1v®
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p o 44299 e;�F:
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A5�o00°°°°`°1'0'�r�S�Li�1,j`'®°
rnnn,l
Project Manager drawn
J. Negemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOINAIES, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
project.
Sutter's Mill11
Drav111ing Ti?§e.
Final Erosion Control Plan
Project No. ravvirlg No.
2605
[TWO File Name:
2605-Erosion Control Plan

)5/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
)8/10/2.018
Second Submittal to Troutman & Iredel County
1
)9/10/2018
Third Submittal to Troutman
2
1/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
1/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
A
2/06/2018
Revision to Storm Labels
R. Joe erns (k Associates, Inc.
—
Engineering ® Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101,Fort Mill, S.C. 29708 P: [phone]
www.rjoe'n-arris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate eaing�n a
0111111111ai a arari�
CARp�� ®o��� CARpIi''
ESS/041-." S''' .®.`tea ��pFESSo��,�9--,-
®�®rr„ SEAL <vy SEALCW
° c> C-4168 " ° z °: a °�' 44299 z8 m
9 & O
14
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l
Project Manager
Drawn
J. Hegemann
M. Ali
Department Manager
Checked —
P. Murphy
T. Kelley
Print/Plot Hate
December 5, 2018
Client
TRUE HOMESS, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill11
Drawing Title:
--
Final Erosion
Control Plan
Project No.
Drawing No.
2605
DWG File Flame:
1
2605-Erosion Control Plan

mum--` n�rti®Gsary anrrnrr,n�v
ave �o a e vvviavrre.� i
.................
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.................
................. / \ r
25 LF"RERIMETER BUFFER- ... ............ - �4 -- _ � j V
-
1..
' ....
.... .
IN8TALL..369 LF DOUBLE ROW SILT.FENC.E ;...".......
W/ORANGE PROTECTION FENCE ON TOP OF "..
.. /
_ — SILT FENCE (CONC:..QUTLET TO END) /.......:.:....:... RIGHT OF WAY FOR 4
ROADWAY FUTURE
........... CGNNECTLQ.N..WITH.:..
/..:.. 1,044 SF TURF REINFORCEMENT I I TEMPORARY TURN
/ MATTING FOR SLOPES GR ATER
AROUND
THAN 3:1(SC250 OF EQUAL
/ ...........:...... I .
INSTALL 140 LF DOUBLE OR G7EATER)
ROW SILT FENC
W/ORANGE PROTECTIO INSTALL 91 LF DOUBLE ROW SILT F.ENCE- ' -- -- — — -�
FENCE ON TOP OF SILT IQRANGE PROTECTION FENCE ON TOP OF
FENCE (CONC. OUTLET SILT -FENCE (CORG�O TLET TO END") .................... ............................. C / —
T® END) k®k ...
............I ............... .........
......EXI.STING STREAM
..........
"•...........................:AND,25" BUF.F..ER' ...........•...:.................:......................... .............................. �.... _
................................ ....... ....... , • - ....,... .: ALL�'258..L.F DOUBLE R01N SIL-T-FENCE .
.......................................�..........�WMU30''.X21'.EM.ERGE.NCY•SPILLWAY...
B�4:......:......W/ORANG.E..PR®TECTION F"ENCE,.ON TOP OF --- — r
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....: ....S�LLT FENCE..(CONC: OUTLET..I®CONC: "OUTLET) ..........:...:........:.:... —ARMOR- WLTkt R1P-RAP �_ _ ' E _F . ............:.......
.....,...................................... ..
AND FILTER'FABRIC" :.:...........�. .... ..:...: • �-- —_ ............ .. -_
LU �..........................:.. / ......... 806 SF'TURF REINFOICENIENT
�..
............I.....................:....W •.......:... ...
/ ,
... .....MATTING FOR SLOPES GREATER
....:....:.............................:...............................,........................... �,/.. ..�.........:..... 1. NSTA.LL".3 LF DOUR ,:ROW..S T FENCE'...........,..'......
x .%:........:.............. ...............T•HAN..3.1 SC250 ORE UAL .....
... 31 ..... LE 9L
-- - DE_ BASIN BARREL -- �_ ...,?F s l......... :.....:.....: W ORANGE- -PROTECTION FENCE -ON TOP'O '...:..........
rf , , i ,
....OR -GREATER)
..............
58:OQLF 36 RCP 0:86/0 - NCE(CONC...OUTLET•TO..C.QNC. OCJ LE
........
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N 09 / ...... ——
... y.
/ PROPOSE PIPE CULV RT"'•••••••.....,• ....../ t•
_ _.
-I V. OUT: 810.00 <. ,, ; / /' c' ,
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02 .., .........% / / / _/� -- -- �r....�:.i//777�7�'7177 — i e
:....:.........:..:.. ter, >/�i77i`7i> 7 / r✓r r�7%✓r y;7,a ri irrf r?%7i '/i�.r�
�� ,� _ o ®e777777, /�7 7��Y�/ /:":r7Jr' /i1! /•� /l /i i� ..........
777r7,77/7 r i,17i%%s'�
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RIP -RAP APR N ....... �� .,. .•::. .............
— ® B v ._ I
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............. •-#
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......�-- .
#307 x
STRIP
CB'#404
X :
....DCB#42f. ........•••
DEAD-END BARRICAD
E
x'. x x x
$�o, I ET PROTECT ON (TYP) ,,
X x X '•., '' .., �\ ' x o
x 2' VALLEY C&G
n e�
x
::.... ....CB #308 �. GB #405... �� - -
�/
X �. NG
X x.D x STRIP
.x i
swim
..........
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/ I'30 I 0.6... ............. xp� /.
C # 3'•'
N DI #t416
;n.............:.' ................. I:..........:,......... I rl µ /
850 % ff ,.... 20' ST ' r I \ � ORM EASEMENT
%A
... :.•, .....
...........•. Ir
SEDIMENT BASIN 400 .............:. I .r
-,f
,
DRAINAGE AREA = 21.4 AC. I j I
TOP BERM = 830.00
EMERGENCY SPILLWAY = 829.00 ........... :..... :..... :.......
PRINCIPLE WEIR = 828.00 .:...............
CLEANOUT 825.80
....
BOTTOM BASIN 824.00 I - ...............•'
r /
REQ. VOLUME = 12,646.91 CF j I ....;`
PROPOSED SITE
ACT. VOLUME = 12,650.00 CF I - LIMITS OF DISTURBANCE
_
SPILLWAY LENGTH 30 FT;.. ;i/�
RISER STRUCTURE = 4' x 4' I.D. PRECAST TOTAL= 61 AC±
SKIMMER SIZE = 3.00
ORIFICE SIZE = 2.5" I `�
BARREL = 58,40 LF 24" RCP @ 0.86% W ''LU
-- 15,331 SF TURF REINFORCEMENT
MATTING FOR SLOPES GREATER
THAN 3:1(SC250 OR EQUAL
OR GREATER)
VICINITY MAP - N.T.S.
NOTE: DIVERSIONS TO REMAIN IN PLACE UNTIL
AREAS DRAINING TO BASIN ARE STABILIZED
NOTE: STABILIZE SLOPES WITH MATTING AS SLOPES
ARE TRACKED IN.
—en
LEGEND:
IM PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED CONSTRUCTION ENTRANCE
c PROPOSED CONCENTRATION OUTLET
TD -0- PROPOSED TEMPORARY DITCH
GRAPHIC SCALE
20 410 81
( IN FEET )
inch = 40
DATE ISSUED FOR R1-V
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3.
11/19/2018.
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
R. Joe Harris & Associates, Inc.
Engineering Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort MID, S.C. 29703 P: [phone]
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engine, S
`bo �o aFESS/p� �9
©°Q�pFESSJp�;ti� .�
Q
SEAL a v v
C-4168 ° Z ~
®� SEAL
o'er 44299 zt
°°^�,'��NG
ASS©,,a®`.
°jA//111111��, J
Project Manager
Drawn
J. Hegemann
M. Ali
Department Manager
Chocked
P. Murphy
IT. Kelley _
Print/Plot Date
December 5, 2018
Client
2656 BREKONRIDGE
CENTRE DRIVE,
SUITE 104, MONROE,
NC 28110
P: [phone]
Project:
Sutter's Mill 11
Drawing Title:
Final Erosion
Control Plan
Project No.
Drawing No.
2605
DWG File Name:
2605-Erosion Control Plan

BATE I ISSUED FOR I REV
GENTLE SLOPES
STEEP SLOPES.
SEEDING
MIXTURE
80 lbs/acre of tall fesue
100 lbs/acre tall fescue
30 lbs/acre Sericea lespedeza
(unscarified after August 15)
10 lbs/acre Kobe lespedeza
FALL: August 25 — October
FALL: August 25 — October 15
Late winterFebruary 15 — April 15
Late winterFebruary 15 — April 15
SEEDING
To extend spring seeding into June, add
To extend spring seeding into June, add
DATES
15 lbs/acre hulled Bermudagrass
15 lbs/acre hulled Bermudagrass
Overseeding of Kobe lespedeza over fall —seeded
Overseeding of Kobe lespedeza over fall —seeded
tall fescue is very effective,
tall fescue is very effective.
SEEDING
Apply lime and fertilizer per soil rests, or 4000
Apply lime and fertilizer per soil rests, or 4000
AMENDMENTS
lbs/acre limestone and 1000 lbs/acre 10-10-10
fertilizer.
lbs/acre limestone and 1000 lbs/acre 10-10-10
fertilizer.
NOTE 1
Ground Cover-- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground
cover sufficient to restrain erosion' must be planted or provided provided per the included stabilization chart
NOTE 2
Graded slopes and fills-- Per the requirements list or the stabilization chart provided, slopes
slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain
erosion.
NOTE 3
Mulching-- Apply 4,000 lb/acre grain straw. Anchor straw by tacking with emulsified asphalt or other methods approved by DENR.
Anchoring of straw mulch by means other than applying asphalt tack must be verbally approved by DENR.
NOTE 4
Tacking with emulsified ashpalt-- Emulsified asphalt shall be thin enough to be blown from spray equipment and formulated
for rapid setting (RS) or medium setting (MS). Apply asphalt at 0.10 gallons per square yard (10 gal/100 sq.ft.).
SEEDING SCHEDULE
PERMANENT GROUNDCOVER APPLICATION
TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON STEEP SLOPES
SEEDING
MIXTURE
40 lbs/acre of German millet
80 lbs/acre of tall fesue
120 Ibs/acre Rye (grain)
80 lbs/acre tall fesue
May 1 - August 15
October 25 — December 30
SEEDING
Refertilize if growth is not fully adequate.
Between December 30 — February 15,
DATES
add 50 lbs/acre of annual Kobe lespedeza.
Apply 4000 lbs/acre straw or equivalent
Apply 4000 lbs/acre straw or equivalent
hydroseeding.
hydroseeding:
SEEDING
Apply lime and fertilizer per soil rests, or 2000
Apply lime and fertilizer per soil rests, or 2000
AMENDMENTS
lbs/acre limestone and 760 lbs/acre 10-10-10
lbs/acre limestone and 750 lbs/acre 10-10-10
fertilizer.
fertilizer.
SEEDING SCHEDULE
TEMPORARY GROUNDCOVER APPLICATION
G.ro un d
St a b.iliza tz on
Site Area Stabilisation Time Frame Stabilization lime
Description Frame Akeptions
—Perimeter dikes,
swales, ditches and 7 days None
slopes
—High Quality Water
(HQW) Zones 7 days None
-Slopes steeper If slopes are 10' or less in
than 3:1 7 days length and are not steeper
than 2:1, 14 days are
-Slopes 3:1 or allowed.
flatter 14 days 7—days for slopes
greater than 50
feet in length
—All other areas None (except for
with slopes flatter 14 days perimeters and
than 4:1 HQW zones)
*'?;Extensions of time may be approved by the permitting authority based an
weather or other site -specific conditions that make compliance
impracticable." (Section II.B(2)(b))
—All time frames refer to any period of inactivity.
NORTH CAROLINA
GROUND STABILIZATION REQUIREMENTS
Cdrnpa.ct d tf
NN
Coarse aggregate
21
Figure . lerupor ,� gravel ivr�r f rr e for v i Erg r r � (rrllbd#i d from V SWCO).
£
8' MAX.
rJ-rcci prior
19 GAUGE HARDWARE CLC
WOVEN FILTER FABRIC
a
N
100' MIN
_ STEEL POST
'�---WIRE FENCING
PUBLIC STREET
!r
> L!J
�— STEEL POST .
eroded around the outlet, or where the wire has sagged or collapsed by overtopping. Remove sediment accumulated f e arm
against the stone when it reaches 1/3 the height of the stone, especially if heavy rains are expected. Remove trappedi
sediment from the site or stabilize it on site.
Remove concentration outlet within 30 days after final stabilization is achieved or after temporary best management
practices (BMPs) are no longer needed. Permanently stabilize disturbed areas resulting from outlet removal. NOTES:
1. A STABILIZED ENTRANCE PAD OF 2-3" COURSE AGGREGATE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
8' MAX. ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STEEL POST STEEL POST STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
19 GAUGE HARDWARE CLOTH — WIRE FENCING
4. ANY SEDIMENT SPILLED, 0
E , DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
I
z FILTER FABRIC 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WOVEN FILTER FABRI ® a a WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
c�
4
APPROVEDSEDIMENT O R BASIN
CQ
-
III III III III III III III III III III III. III III-1 I I-1 I I-III-1 I I —III I I-1 I I —I I (_
:I 11=1 I I-1 11=1 I I III 11=I I MI 11=1 11=1 11=1 11=1 11=1 I I-111=1 I I-1 I MI 1511 I -I 11=1 III-1 11=1 I STABILIZED CONSTRUCTION ENTRANCE
=1=III=11{--= _F=__----- -- ---
' I II I i l III=1 I I I I III ill III=1 I I-1 I I_I I I-1 I I_I I I=1 I I_I I I —III 11-1 I I_-1 I I_ ANCHOR SKIRT s" MINIMUM
I I I I I1 i l I I l l i l I I I 111-1 I I-1 11=1 11-1 I I-1 I I I i, I I 1=1 I I I I 11=1 11=1 11=1 I I-1 11=1 11=III-1 -1 11=1 I I i t
11-11111_Il I11�1111- IIII,�IIIII�IIIIIII1111_ 11111j1111-111. ,III
GENERAL NOTES: MAINTENANCE NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND 1, FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
FOR A PERIOD OF MORE THAN 30 DAYS. ANY REPAIRS NEEDED SHALL BE -MADE IMMEDIATELY.
3, STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
SELF —FASTENER ANGLE STEEL TYPE. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
4. HARDWARE CLOTH SHALL BE AT LEAST #19 GAGE WITH A MINIMUM ppF'
6 LINE WIRES WITH 12" STAY SPACING. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
5. TURN SILT FENCE UP SLOPE AT ENDS. PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
TO THE EXISTING GRADE, PREPARED AND SEEDED.
6. WIRE 'MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
7: ORANGE SAFETY FENCE IS REQUIRED AT BACIf OF SILT FENCE WHEN
GRADING IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS
(REFER TO SWIM BUFFER GUIDELINES). THE COLOR ORANGE IS
RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY
SENSITIVE AREAS.
TEMPORARY SILT FENCE W/OR CTE PROTECTION FENCE ON TOP
WE)VT ##5 or #57
walhad.s ione
CATCH
19-guage har,divaresloth
/ (a krtelh Apcii!g^ )`
T__
'LET
SECTION INSTALLATION NOTES
CATCH BASIN INLET PROTECTION
(INLET PROTECTION SHALL TRANSITION FROM FABRIC & WIRE MESH TO SILT SACKS ONCE FIRST LAYERS OF ASPHALT ARE INSTALLED)
1.INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2.FILTER TYPES SHALL BE APPROVED BY THE INSPECTOR PRIOR TO
INSTALLATION.
3.FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
DIRECTION OF 'THE ENGINEER.
4.FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storrn)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
A
12/05/2018
Revision to Storm Labels
5
t' Harris & Associates,
Engineering - Land Surveying - Planning
Management
127 Bert Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. 11
Corporate Seal Engirt q
_0`®!tllil1111 / a 11 t t
CARO CAR
by a o®o y o
�Q
m,am SEAL zoW SEAL ?
c C-4168 `r 44299 a°
/A°
®
t1SJOV®�%®`® ,oA,�'SY/®�SI
Project Manager
Drawn
J. Hegemann
M. Ali
Department Manager
Checked
P. Murphy
T. Kelley
PrinUPlot Date
December 5, 2018
Client
TRUE HOMES, LL
2656 SREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project.
Sutter's Mill 11
Drawing Title -
Erosion Control Detail
Project No.
Drawing No.
2605
DWG File Name:
2605-Erosion Control Plan

>•�A`l'� I lSSUEra FOR 1REV
CHANNEL
FNSTALLATION
DE T O
%% ll�cm) �d ""� 1. Prepare soil before installing rolled
--I =I I I -1 h I El I I- =I erosion control products (RECPs),
=1I including any necessary application of
-- lime, fertilizer, and seed.
2 Py 1
0 �� 2. Begin at the to of the channel b
9 p Y
anchoring the RECPs in a 6"(15cm)
6" deep X 6"(15cm) wide trench with
(15cm) approximately 12"(30cm) of RECPs
2"-5" extended beyond the up -slope portion
of the trench. Use ShoreMax mat at the
'-� (5-12.5cm) channel/culvert outlet as supplemental
W scour protection as needed. Anchor the
RECPs with a row 'of staples/stakes
approximately 12"(30cm) apart in the
bottom of the trench. Backfill and
(10-15cm) ® compact the trench after stapling. Apply
seed to the compacted soil and fold the
r r LAI
i -I remaining 12"(30cm) portion of RECPs
- - � �back over the seed and compacted soil.
-III=II III" -III=1 �I I °* Secure RECPs over compacted soil
with a row of staples/stakes spaced
'III=II=II- 4 I ((� 1 1� approximately 12" apart across the
width of the RECPs.
r Y 3. Roll center RECPs in direction of water
l flow in bottom of channel. RECPs will
unroll with appropriate side against the
soil surface. All RECPs must be
securely fastened to soil surface by
placing staples/stakes in appropriate
locations as shown in the staple pattern
gui_ _ e.
I I ((-I I I- - . ., - =I I -I I 4. Place consecutive RECPs end -over -end
1-1 I-1� .
6 -III-I i - I I I I (- II I III-� _rnI!- _ _ _ (Shingle style) with a 4"-6" overlap. Use
(15cm) 1�111= I III i I�il- - - -I I 1=1 11=1 I I--
_ I � ( a double row of staples staggered 4"
I I -III -I I I -_I I apart and 4" on center to secure.
-�=1ILIII- ® �I=III-III-I I=III - r - I _ _ 1-III--III--I I -III --III RECPs.
I I I-1 I I-III-1 i I I (-III-i I I -I I-1 I I-i I I-III-1 I I-III=III= 5. Full length edge of RECPs at top of side
slopes must be anchored with a row of
staples/stakes approximately 12"(30cm)
apart in a 6"(15cm) deep X 6"(15cm)
CRITICAL POINTS wide trench. Backfill and compact the
NOTES: trench after stapling.
A. Overlaps and Seams *Horizontal staple spacing should be 6. Adjacent RECPs must be overlapped
B. Projected Water Line altered if necessary to allow staples to approximately 2"-5" (5-12.5cm)
C. Channel Bottom/Side Slope Vertices secure the critical points along the channel (Depending on RECPs type) and
A A surface. stapled.
7.In high flow channel applications a
B C B C **In loose soil conditions, the use of staple staple check slot is recommended at 30
or stake lengths greater than 6" 15cm mayto 40 foot (9 -12m) intervals. Use a
�• g g ( ) double row of staples staggered
x�h be necessary to properly secure the 4"(10cm) apart and 4"(10cm) on center
RECPs. over entire width of the channel.
Drawing Not To Scale 8. The terminal end of the RECPs must be
anchored with a row of staples/stakes
NORTHDisclaimer: approximately 12" (30cm) apart in a
ke.- n s-5 A ,5 AMERICAN The information presented herein is general design information only. For specific applications, 6"(15cm) deep X 6"(15cm) wide trench.
GREEW' consult an independent professional for further designBackfill and compact the trench after. guidance. stapling.
5401 St. Wendel - C'ynthiana Rd. PH: 800-772-2040
Poseyville, IN 47633 www.tensarnagreen.com Drawn on: 3-16-11
13
a .. 41
D 1 min Island ovur htlet.
P
r in
HoI " e n stakes a-K
WON�
1
I Fspauing
la tl`
N.
orr m
1 PH
��.
Tlx of
dwornkan
rt[I € I100i -A chwunot
1-
fare o IOJI
6g u re, 6.3 ot rt r Pr t11 V slope dr ,in,
EXCELSIOR
Too of
fill (i d)
WATTLE WITH POLYACRYLAMIDE
(PAM) DETAIL
NOTES:
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
���Q•
USE FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
QPV�O$EN�
ONLY INSTALL WATTLES) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
RATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UP5LOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
To WEDGE WATTLE TO BOTTOM OF DITCH.
See meat A
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
EDGE OF PAVEMENTINSTALL
STAPLES APPROXIMATELY EVERY i LINEAR FOOT ON BOTH SIDES OF WATTLE
kTTLE
AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1W OF THE STANVARO SPECIFICATIONS.
O ql�O
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
LODATI ON, AND FROM OFFBITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FL%CULANT
y TTITNG
TO BE APPLIED TO EACH WATTLE.
BACK
INITIALLY APPLY 2 OUNCES OF ANIONIC ON NEUTRALLY CHANGED PAM OVER WATFLE.WHERE
SLOPE WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
\V PAM
ISOMETRIC VIEW c2 oz.7
FLOW
2'(MAX.) 2' UPSLOPE
STAKE NATURAL GROUND YsrwcEs PAM STAPLES PAM•4/ �_ r1-,-T-r� INSET A (1 oP'} INSET B IT I INSET C
`iglue 6-155a Rock pipe Inlet prote0on plan view and ss- otlon view
N, afural r7rourA
STAPLE
PATTERN GUIDE
STAPLE PATTERN
GUIDE
STAPLE PATTERN
GUIDE
SLOPE INSTALLATION
4' (1.2
M) WIDE ROLLS
67 ° 6' (2.03 Pvl) WIDE. ROLLS
8' (2.4 M) WIDE ROLLS
-12"--
(30 cm)
NORTH
NORTH
(5cm-12.5cm)
NORTH \ \ \\ /\�\ / \�(,5scm)
AMERICAN
AMERICAN
AMERICAN
AMERICAN
GREEN
GREEN
GREEN
GREEN '
EROSION CONTROL Products
O 4.00 [1.22M]
EROSION CONTROL Products
A
O
EROSION CONTROL Products
EROSION CONTROL Products '
Guaranteed SOLUTIONS
14EVA HIGHWAY 41 NORTH
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
OF
I
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
4
4.00 1,22M47725
Guaranteed SOLUTIONS
3B
14649 HIGHWAY 41 NORTH ^
EVANSVILLE, IN 47725
EVANSVILLE, IN 47725
3' (0.9m)
EVANSVILLE, IN 47725
[ ]
IN
EVA800
800-772-2040
www.nagreen.com
8.00' [2.44MI
o
-� 2:00' 0.61 M
800-772-2040
www.nogreen.com
p
6' 1.8m
500-772-2040
www.nagreen.com
' [2.44MI o
o
2.00' 0.61 M
800-772-2040
77 40
www.na reen.com _
3 "-
B
3.3' (1.0m)
3A m
C
O
o
\
\ \ \
5.
O
4.00' 1.22M
1
5 1.6 0. rn
( )
4.00' ,22M
1
0
0.7 STAPLES PER SQ. YD.
S .
(0.8 S )
STAPLES PER Q M
3' 0.9m
6 (1.sm)
2' 0.6m
0 0
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
:=•=:=•=:=•=:•=----=--=----=:-=:-::-=:==•=:•:::-:=:=•=:-
-::::-::•::::-::-�:.::::.:::.::•:::::•::•:::•::-::� - _;:-::-:::•::•::-:::-::-:::::-::� :::::::::::
0
1.6' (0.5m)
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
3.3' (1.0m)
©
1. PREPARE SOIL BEFORE INSTALLING
13.3'
ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
(1.0m) -
_
2A0 [0.61M]
1.50' 0,46M
[ ]
2.00' [0.61M]
1. 0 6M
[ ]
NOTE: WHEN USING CELL-0-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
4.00' [1,22M]
a
3.00' [0.91 M] 0
4.00' [1.22M] o
0
3.00' [0.91M] o o
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
®
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH, ANCHOR THE
40
- e- I
2.00' [0.61M]
®
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
-��--2.00'1[0.61M]
®,
-em
2.00' [0,61M]
o o
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
0
4.00' [1.22M]
1.15 STAPLES PER SQ. YD.
(1.35 STAPLES PER SQ. M)
®
I o
o
o-�
2.00' [0.61M]
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
0
1.7 STAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
®
®-
3. ROLL THE RECP's (A.) DOWN OR ,(B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST BE PLACING
THE SOIL SURFACE. ALL RECP's MUST SECURELY FASTENED TO SOIL SURFACE BY STAPLES/STAKES
4.00' [1.22M]
4.00' [1.22M]
o
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM' , STAPLES/STAKES
O
4.00'[1.22M]
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
®
o 0
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
®
o
ON RECP's TYPE.
1.3 STAPLES PER SQ. YD.
(1.5 STAPLES PER SQ. M)
1.7 STAPLES PER SQ. YD.
(2,0 STAPLES PER SQ. M)
OD
1.3 STAPLES
PER SQ. YD.
SQ. M)
1.7 STAPLES PER SQ. YD.
STAPLES PER SQ. M)
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
(1.5 STAPLES
PER
(2.0
O
RECP's WIDTH.
2' (0.6m)
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECPs.
.J
4' (1.2m) O
4' (1.2m)
-_
3.00' [0,91 M]
0
1.50' [0.46M]
3.00' [0.91 M] o +�
1.50' [0.46M]
20" (0.5m)
10" (0.25m)
�
3.00' [0.91 M] o
1.50' [0.46M]
0 0
�
3.00' [0.91 M] o 0 0
1.50' [0.46M]
o
�
O O
�-^
3.3' (1.0m)
20" 0.5m)
®
�-
0 0 o
�
0
a ®
89 ® 0
-�-
to
2.00' [0.61 M]
4,00'
0
1.00' [0.30M]
O O O
3.3'
2.00' [0.61 M]
4.00'
-�
®o-o
1.00' [0.30M]
[1.22M]
-�
2.00' [0.61 M]
(1.0m)
[1,22M]
®
2.00' [0.61 M]
0
o 0
4.00' [1.22M]
o
0
o ®
1.00' [0.30M]
®
0
O O 0
1 o fa 4o
o
o o
0
0
0
0 0
0 0 0
3.4 STAPLES PER SQ. YD.
3.6 STAPLES PER SQ. YD,
3.4 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M)
3.75 STAPLES PER SQ. YD.
(4.5 STAPLES PER SQ, M)
3.4 STAPLES PER SQ. YD.
3.6 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M)
(4.3 STAPLES PER SQ. M)
(4.1 STAPLES PER SQ. M)
(4.3 STAPLES PER SQ. M)
REV. 01/05
REV. 01105
REV. 01 /05
REV. 01l05
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/1912018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engi e
4®-Z�®° QIF E S S/p °°° �q Q�OF ESS;,o11
y,��9 ®°'d
o SEAL > c� v eW SEAL _
® c� C-4168 44299 z°
yo
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
r
Print/Plot .Date
December 5 2018
Client
TRUE LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill11
Drawing Title:
Erosion Control Detail
Project No. Drawing No.
2605
DWG File Name:
2605-Erosion Control Plan

WATER ENTRY UNIT
WITH TRASH SCREEN
ea
ORIFICE OPENING INSIDE THE
HORIZONTAL TUBE WITH A -
CONSTANT HYDRAULIC HEAD
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
LEXIBLE HOSE
FLOAT
TOP VIEW -1I
-III-II
VC VENT PIPE III=III=�
III=1 I I=1 I I=�
POTENTIAL FOR PIPING CAN
OCCUR. PROPER DESIGN
TO MINIMIZE DISCHARGE
AROUND PIPE MUST ,OCCUR.
WATER ENTRY UNIT
END VIEW DISCHARGE PIPE
__/!�*
SCHEDULE 40
FAIRCLOTH SKIMMER° DISCHARGE SYSTEM
GENERAL NOTES:
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
CONDITIONS WARRANT A CHANGE.
3, EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
INSTALLED.
5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
DISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
ARTHEN EMBANKMENT
MERGENCY SPILLWAY PVC VENT
PIPE
SCHEDULE 40 PVC PIPE LOAT
(BARREL OR ARM)
FLEXIBLE HOSE
-1 I L = 1.4 x DEPTH
TO THE OVERFLOW
MINIMUM LENGTH APPLIES
I
SIDE VIEW MAINTAIN DEPRESSION TO
MINIMIZE CHANCE OF
(NO SCALE) SKIMMER BECOMING STUCK
DRAWN BY T. R. EVANS 10/10
J. W. FAIRCLOTH & SON INC.
WWW. FAIRCLO'fH SKI MMER. COM
WITH EMBANKMENT TELEPHONE: [phone]
FAX: [phone]
EMAIL: [e-mail]
FLOAT
WATER ENTRY UNIT GENERAL NOTES:
WITH TRASH SCREEN
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
o CONDITIONS WARRANT A CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
ORIFICE OPENING INSIDE THE INSTALLED.
ORIZONTAL TUBE WITH A 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
CONSTANT HYDRAULIC HEAD DISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
SCHEDULE 40 PVC PIPE
(BARREL OR ARM) ARTHEN EMBANKMENT
MAXIMUM HEIGHT OF FLOAT WHEN NO
EMERGENCY SPILLWAY OTHER STORM WATER DISCHARGE
OPENINGS EXIST
�--FLEXIBLE HOSE. (MAJOR .STORM EVENT)
A -I I I -III-
TOP VIEW
�VC VENT PIPE
H4EH�E) OUTLET
PVC VENT
PIPE
-FLOAT
LEXIBLE HOSE
_ H L = 1.4 X DEPTH
I- TO THE OVERFLOW
I- MINIMUM LENGTH APPLIES
7WATER ENTRY UNIT I IF SCHEDULE 40 PVC PIPE
II (BARREL OR ARM)
END VIEW SIDE VIEW MAINTAIN DEPRESSION TC = _
(NO SCALE) MINIMIZE CHANCE Or
SKIMMER BECOMING STUCK
DRAWN. BY T. R. EVANS 10/10
FAIRCLOTH SKIMMER° DISCHARGE SYSTEM WITH OUTLET J. W WWW.FAIRCLOTFAIRCLOTH I SON INC.
HSKIMM ER. COM
STRUCTURE TELEPHONE: [phone]
FAX: [phone]
EMAIL: [e-mail]
NOTES:
1.
CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
j
2.
REFER TO THE DENR STORM WATER DESIGN MANUAL FOR
i!
RIPRAP APRON DESIGN STANDARDS.
3.
RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
PLAN
4.
THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL, THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
/
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
I!
5.
THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6.
ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7.
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
B B
r
8.
NO BENDS OR CURVES IN THE. HORIZONTAL ALIGNMENT OF THE APRON
SHOULD BE CONSTRUCTED IF POSSIBLE.
9.
DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC
W
WILL BE NECESSARY UNDER RIP RAP.
r
10.
ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED. NATURAL GRAD
W
NOTE; FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6'
"SPLASH" PAD SHALL BE INSTALLED AT ALL STORM
RIP RAP
DISCHARGES. 12" MIN. DEPTH OF CLASS I RIP RAP
H
I I
WITH FABRIC.
OUTLET
L
W
DEPTH
STONE SIZE
Flared End Section J100
22.00'
25.50'
37.8" min.
0.70'
Flared End Section 1200
13.00'
15,00,
21,60" min.
0.40'
NOTE: LAYER OF FILTER FABRIC
Flared End Section A3W
10.00'
11,25'
16.20" min.
0.30'
MINIMUM H=2/3 PIPE DIAMETER -
Basin Discharge J1
37.00'
40.00'
72.90" min.
1.35'
'
SECTION B-B
* MAINTAIN AND MOVE AS NECESSARY ESIS77NG STORM AND EROSION RIPRAP
MEASURES UNTIL REMOVAL OR CONVERSION TO FINAL STAGES IN NECESSARY.
RIP- A.PR O A PIPE O UTLETS'
A0 j
OPOTNSEGG�ETREVETAGIN
TOP OF BAFFLE SHOULD BE 6"
HIGHER THAN THE BOTTOM OF
THE SPILLWAY
GENEPZAL IVO TES -SEDIMENT BASIN
I
GEOTEXTILE
VARIES
BAFFLE INSTALLATION -STEP I BAFFLE INSTALLATION -STEP 2
1.
AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT.
_
FABRIC
P
1b.
2.
THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
�J
MIN',®�
BAFFLE (TT.p
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
III
III.
CONSTRUCTED. SPILLWAYS SHOULD NOT BK;ONSTRUCTED THROUGH FILL SECTIONS. IN THE EVENT SPILLWAYS ARE CUT IN FILL, SPILLWAY SHALL BE
CLASS B CONCRETE
WITH FABRIC 12" MIN. DEPTH OF RIP RAP LINED WITH AN APPROVED EROSION CONTROL BLANKET AS DIRECTED BY THE ENGINEER.
C
)II
I CLASS RAP
BUR
EARLINED
3.
SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
RCP DISCHARGE PIPE
I
(TIE TO NATURAL
GRADE)
DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
I
r. •.;•:.'.•.; .
(SEE POND DATA BLOCKS
4.
THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY. 18"
MIN.
I
,;'"
I• FOR PIPEDIAMETERS)
III
_
TIE TO NATURAL
5.
CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
":'.'' :.. • - ' .. •.
I I
GRADE
6.
ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTEBNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
` +
y;•.I
I
I III
rl
I-
8
t
7.
SEDIMENT BASIN EMBANKMENTS SHOULD HFPROVD)ED WITH EROSION CONTROL AND STABILIZATION.
. ::.
•;.
:..
8.
STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUMMIN
III
• ... ;�.:•
'...:'.: `•
r1.
I I
(•
.
STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND
', =' •' :, ,t ,` %. t. ,•
' '
;
CLASS B CONCRETE
CARRY RIP RAP UP
SIDES OF SPILLWAY
CLASS
RIP
I
RAP
SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
.,.; ..,
I
9.
REQUIRED STORAGE IS 1600 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED AREAS IN
Li
TOP OF BERM
DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES,
1'MIN.
;'f;.,
- _ _
=I I=1T_I
I=I
RECOMMENDED STORAGE IS 1800 CUBICFEET OF STORAGE PER ACRE OF DRAINAGE AREA.
�`., .•
I _ _
I I
.II
1.5' rrr _I
rl_
o
10.
THE LENGTH OF THE EMERGENCY SPILLWAY IS TO BE BASED ON A 10 YEAR STORM (LESS FLOW THROUGH BARREL).
I -III-I I h
III
III
11.
WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING: BAFFLES
SPILLWAY
12.
SHOULD BE PROVIDED IN THE BASIN REGARDLESS OF THE DIMENSIONS TO IMPEDE FLOW.
CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
L1'MIN..
-3p
CLASS IRIP-
SHOWING THE HALF' FULL, CLEANOUT POINT, OF THE BASIN.
TRENCH WIDTH
-I
Q
13.
SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
1' MIN. 1' MIN.
1' MIN.J
TRENCH WIDTH�l
4.5'
SEDDMENT TRAP
OR BASIN
14.
FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
(I c C
HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
ANTI -SEEP COLLAR
_
-1 =I 1L-1
�I-I✓
PERSPECTIVE V•�EVIj
15.
FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
LTII
NATURAL GRADE I -- - - - - - I-III-� NATURAL
GROUND
16.
THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION
_- --
DTI=11 _ I I_I ITT( I I -I I I I-1=1 11�TI=
HAS BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
-II MI.111-MI. I�1={�1 =1 r
ESTABLISHED.
RIPAP& FILTER FABRIC
5BEYOND TOE OF
BAFFLE INSTALLATION NOTES
17.
WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACED AT THE TOE OF A SLOPE > 10' VERTICAL OR ALONG ANY
CHANNEL OR WATER COURSE WHER 50' OF BUFFER IS NOT PROVIDED.
SLOPE)
DRIVE STEEL FENCE POST AT LEAST 24" INTO
SOLID GROUND
BAFFLES SOLID
2. WOOD POSTS ARE NOT ACCEPTABLE
-
3. BAFFLE SPACED AS PER PLAN
SEDI.t1/IE.IVTBASIN
EMERGENCY SPILLWAY
4. BAFFLES SHALL BE INSTALLED PER NC EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN
Initial/Final Basin#1
MANUAL, BAFFLES.
TOP OF BERM WIDTH
(10
TOP OF DAM
DESIGN HIGH-WATER 1' FREEBOARD
SPILLWAY CREST
L) FOR LENGTH SPILLWAY
REMOVABLE TRASH RACK IS OPTIONAL
FOR EASE IN MAINTENANCE.
1.0' MIN,
DEWATERWO
RISER CREST
SKIMMER
(SEE DETAIL) TRASH RACK 1
1
Y
H
PRECAST CONCRETE RISER
SEDIMENT CLEAN
OUT ELEVATION
RIP -RAP APRON
z
CLEAN OUT
DISCHARGE PIPE (BARREL)
Z�2
STAKE -
BOTTOM OF BASIN
D
a
CONC. ANCHOR _
ANTI -SEEP COLLARS
SIZE, QTY. AND SPACING VARIES
s
SEDI E.l T BA1SIN
DATA BLOCK
®utlet
Riser
Inside
Diametei
Barrel
Diamete
Barrel
Slope
D
S
Y
H
Z
L
Sediment Storage
Required
Sediment StorageSurface
Provided
Area
Required
Surface Area
Provided
Drainage
Area
Denuded Riser Crest
Area Elevation
op of Dam
Elevation
ottom of Da
Elevation
Barrel
Length
Barrel InvSpilltiva
In and Depth
Out
'Q" 10
Cis
Orifice Size
& Inv. In
Skimmer
Size
Basin 100 INITIAL
4.0x4.0'
18" RCP
2.289
1'
7'
8'
7'
6'
30'
28,476 CF
130,123 CF
15,559 SF
30,115 SF
15.82 AC
15.82 AC
836
838.00
830.00
65.85'
827-825.5
8.5'
35.77
6.0"-832.00
4.00"
Basin 100 FINAL
4.Ox4.0'
18" RCP
2.289
1'
7'
8'
7'
6'
30'
31,086 CF
130,.123 CF
26,812 SF
30,115 SF
17.27 AC
17.27 AC
836
838.00
830.00
65.85'
827-825.5
8.5'
61.64
6.0"-832.00
4.00"
Basin 200 IIVITL4L
4.0x4.0'
30" RCP
1.019
1'
7'
8'
7'
6'
30'
10,314 CF
184,644 CF
6,433 SF
38,659 SF
5.73 AC
5.73 AC
818
820.00
812.00
99.00'
809-808
8.5'
14.79
6.0-814.00
2.00"
Basin 200 FINAL
4.0'x4.0'
30" RCP
1.01 q
1 '
7'
8'
7'
6'
30'
29,736 CF
164,644 CF
37,839 SF
38,659 SF
16.52 AC
16.52 AC
818
820.00
812.00
99.00'
809--808
8.5'
86.99
6.0 "-814.00
2.00 "
Basin 300 INITIAL
4.0x4.0'
36" RCP
1.24%
1'
7'
6'
5'
4'
30'
6,966 CF
89,474 CF
4,245 SF
25,432 SF
3.87 AC
3.87 AC
820
822.00
816.00
80.45'
813-812
8.5'
9.76
6.0"-818.00
3,00"
Basin 300 FINAL
4.0x4.0'
36" RCP
1.247.
11
7'
6'
5'
4'
30'
20,772 CF
89,474 CF
24,577 SF
25,432 SF
11.54 AC
11.54 AC
820
822.00
816.00
80.45'
813-812
8.5'
56.50
6. 0 "-818. 00
3.00"
Basin 400 INITIAL
4.0 x4.0'
24" RCP
0.8690
1 '
7'
6'
5'
4'
30'
38,826 CF
62,336 CF
24,221 SF
25,748 SF
21.57 AC
21.57 AC
828
830.00
824.00
58.40'
821-820.5
8.5'
55.68
6.0''-826.00
4.00"
Basin 400 FINAL
4. 0 x4. 0'
24" RCP
0. 8690
1 '
7'
6'
4'
30'
14, 508 CF:
62, 336 CF
17, 071 SF
25, 748 SF
8. 06 AC
8.06 AC
828
830. 00
824. 00
58.40'
82l -820.5
8. 5'
39.24
6. 0 "-826.00
4.00"
Basin 500 INITIAL
4.O x4.0'
18" RCP
0.86%
1 '
3.5'
61:7j;
4'
30' 1
IF
6,833 SF
7,873 SF
6.04 AC
6.04 AC 1
818
1 820.00 1
814.00
56.00
11.5-810.
8.5'
15.71
• ORIFICE TO BE UP -SIZED FROM INITIAL PHASE TO FINAL PHASE
05/10/2018 Initial Submittal to Town of Troutman& Iredel County 0
08/10/2018 Second Submittal to Troutman & Iredel County 1
09/10/2018 Third Submittal to Troutman 2
'11/07/2018 Fourth Submittal to Troutman (Water/Sewer/Storm) 3
11/19/2018 Fifth Submittal to Troutman (Water/Sewer/Storm) 4
12/05/2018 Revision to Storm Labels 5
R. Joe Harris Associates, .
Engineering ® Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Enyi Se k1tv"
CA Ro CA eel' V '
0 °9 - / ° ti°�9
o Q4� 10,
N9<
l °
m SEAL CD a °W SEAL �®
°L c> C-4168 S: e 44299 ;F.
''di°r°'r�StQC A�JSO ®a�°e 4 Sot
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot. Bate
December 5, 2018
Client
TRUE HOMES, LL
2656 BREKONRIDG'E CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project.
Sutter's ill 11
--
rosin Control Detail.
Project Nto, Drawing No.
2605
0411G, File Name:
26U5-Erosion Control Plan -

PROPOSED
PROPOSED
CONCENTRATION
CONCENTRATION
OUTLET (TYP.)
OUTLET (TYP.)
SILT FENCE (TYP.)
❑ ® ❑
❑
SILT FENCE (TYP.)
o
r
SLOPE
NEW
SLOPE
NEW
HOME
PROPOSED
HOME
w
z
❑
UNDER
CONSTRUCT.
STOCKPILE
LOCATION
w
W�
❑
UNDER
CONSTRUCT.
rR'ED
LE\
N
Uu
L�
WASH ARTEA
�U
0�,�A
CONCRETE
AREA
ma
mSH
m�
auo�
TEMPERARY
�,�
WTEMPERARY
CONSTRUCTION❑
CONSTRUCTION
ENTRANCE
I ENTRANCE
PROPERTY
PROPERTY
LINE
LINE
w
z
w
w
z
w
NOTE:
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
IS ESTABLISHED.
LOT SILT FENCE PLAN #1
LOT SILT FENCE PLAN #2
N.T.S.
N.T.S.
PROPOSED
CONCENTRATION
OUTLET (TYP.)
SLOPE
NEW
NEW
HOME
PROPOSED
HOME
SLOPE
PROPOSED
w
z
CONCRETE
UNDER
CONSTRUCT.
STOCKPILE
LOCATION
Z
UNDER
CONSTRUCT.
11
STOCKPILE
LOCATION
WASH AREA
g U
CONCRETE
Uzi
Uoo
Ll�
WASH AREA
_
m00
_
0-d
nd
ato
SILT FENCE (TYP.)
o
W,
TEMPERARY SILT FENCE (TYP;)
❑
CONSTRUCTION
❑ ❑ ❑
❑ ❑
ENTRANCE
TEMPERARY
PROPERTY
PROPERTY
CONSTRUCTION
LINE
LINE
ENTRANCE
w
z
w
z
z
PROPOSED
CONCENTRATION
OUTLET (TYP.)
NOTE:
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
IS ESTABLISHED.
LOT SILT FENCE PLAN #5
LOT SILT FENCE PLAN #6
N.T.S.
N.T.S.
PROPOSED
CONCENTRATION
PROPOSED
OUTLET (TYP.)
SILT FENCE (TYP.)
SILT FENCE (TYP.)
OON
CONCENTRATION
TRAT ON
ET
❑
® ❑
❑
❑ 13
— ❑ ❑ ❑
13 p
I
❑
Xxx
NEW
HOME
*
PROPOSED
w
NEW
HOME
PROPOSED
p
w
UNDER
®
STOCKPILE.
UNDER
SLOPE
SRO
z
CONSTRUCT.
SLOPE
LOCATION
z
CONSTRUCT.
LOCATION
SC)
CONCRETE
U-
CONCRETE
WASH AREA
U�
WASH AREA
im
DM
_[
❑
a
d-
4 o
W,
TEMPERARY
Lo
TEMPERARY
CONSTRUCTION
CONSTRUCTION
ENTRANCE
ENTRANCE
PROPERTY
PROPERTY
LINE
LINE
w
z
w
w
z
w
NOTE:
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
MAINTANED UNTIL LOT IS GRADED AND TURF
1S ESTABLISHED.
IS ESTABLISHED.
LOT SILT FENCE PLAN #3
LOT SILT FENCE PLAN#4
N.T.S.
N.T.S.
PROPOSED
CONCENTRATION
OUTLET (TYP.)
SILT FENCE (TYP.)
SILT FENCE (TYP.)
❑
❑
NEW
HOME
PROPOSED
NEW
HOME
PROPOSED
w
UNDER
CONSTRUCT.
SLOPE
STOCKPILE
LOCATION
w
z
`�
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SLOPE
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LOCATION
p
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WASH AREA
UEj
WASH AREA
AAAma
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to
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ENTRANCE
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PROPERTY
LINE
LINE
w
z
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w
PROPOSEDJ
w
z
w
z
J
CONCENTRATIONc
OUTLET (TYP.)
NOTE:
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED.
IS ESTABLISHED.
LOT SILT FENCE PLAN #7
LOT SILT FENCE PLAN #8
N.T.S.
N.T.S.
D AT
iISE FOR R, E V
05/10/2018
Initial Submittal to Town of Troutman&'Jredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
i
09/10/2018
Third Submittal to Troutman
2.
11/07/2018
Fourth Submittal to Troutman (VlaterlSewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
`r
12/05/2U18
Revision to Storm Labels
5
ur Joe Harris A Associates,
Engineering ® Land Surveying ®Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rio(.:.1harns.6om
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engin ?e
®®1l1i11111111�0 1 1111 !
®®®•i��H CA/?o ��� CA Rod
GS J oo°°o%Y9 GIs, y6® �O °oQ°q (J�.ESsl, *--
M SEAL Z o v® o SEAL �>
c> C-4168 ° z .� 0 44299 zo
Marv°° �.� a ,A ,??p
111111! /1111l1
Project Manager Drawn
J. HegemannM. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOMES, LLB
2656 SREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project.
Sutter'sMill 11
Drawing Title:
Erosion Control Detail
Project No. Drawing No.
2605
DWG File Name:
2605-Erosion Control Plan

L)A-Y
ISSUED FOR
r-1,Y
05/1012018
Initial Submittal to Town of Troutman&' Iredel County 0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
'11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
R. Joe I
Associates Inc.
Engineering • Land Surveying' • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Aut ority
having jurisdiction.
Corporate Seal E n g i nJ,S 1 —
°® ®�'1111CAg�,''•
®� �FESS/p ��/S/'i�®�`=�eQR°pFES$/��e%/9'ii
SEAL z o U ;w SEALo
®c o C-4168 o o 44299 �;F
,O o°OOoobooeoO
•,°'��� Seem a,y�%�j
-- - ------ --
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Crocked —
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
'Client ----
TRUE ICES, LL
2656 EREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's ill 11
Drawing Title: ---
Initial Erosion Control
Drainage Area
Project No. Drawing No. —
2605
DWG File tame:
2605-Erosion Control Plan
i

DATE ISSUED FOR RI °✓
EXISTING STREAM
LIMIT OF DISTURBANCE
TOTAL = 1A+
FINAL SEDIMENT BASIN #400
DRAINAGE AREA: 8,06 Ac.
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EXISTING STREAM FINAL SEDIMENT BASIN #100
DRAINAGE AREA: 17.27 Ac.
R
PHASE 1
LIMIT OF DISTURBANCF
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED CONSTRUCTION ENTRANCE
PROPOSED CONCENTRATION OUTLET
[D —01- PROPOSED TEMPORARY DITCH
05/10/2018
Initial Submittal to Town ourroutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
'11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
r ne r:
R. Joe Harris & Associates,
Engineering ® Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoleharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. I I
Corporate Seal Enin--e
I I
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Project Manager Drawn
J. Hegemenn M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plat Gate
December 5, 2018
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill II
Drawing Title:
Final Erosion Control
Drainage Area
Project No. Drawing No.
2605
DIPIG File Marne:
2605-Erosion Control Plan
.,....._ .. .._�,-.. 'x.Ye'laEi�• u•=�.ti..rdilP - _ �w'.v.�s - '-�

DA ISSUED FOR REV
5NATURE TRAIL
ACCESS TO GREENWAY
(HOA MAINTAINED)
1O' PAVED GREENWAY
ON GRADE DEDICATED
TO PUBLIC
FOREBAY
PROPOSED BMP#2 POND
PROPOSED SAND FILTER # 200 —
EXISTING WETLAND -
01,
FEMA 1 OOYR FLOOD
HAZARD BOUNDARY
ZONE AE
CULVERT CROSSING
BY OTHERS
(PHASE III SUTTERS MILL)
/pw�r 2 1
PROPOSED SAND FILTER # 400 tip Se<po a
o.
PROPOSED BMP#4 POND
CO
FOREBAY
� gas
a
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RIGHT OF WAY FOR
FUTURE ROADWAY
CONNECTION WITH
TEMPORARY TURN VICINITY MAP - N.T.S.
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GRAPHIC SCALE
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( IN FEET )
1 inch = 150 ft.
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2-018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018:
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
'12/05/2018
1 Revision to Storm Labels
K. 1. Harris & Associates,
Engineering - Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
w.rjoeharris°Co
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
9 p 9 pp
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. J
Corporate Seal Enginee I
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Project Manager
Drawn
J. Hegemann
M. Ali
Department Manager
p g
Chocked
P. Murphy
T. Kelley
Y
Print/Plot Date
December 5 2018
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE
SUITE 104, MONROE, NC 28110
P: [phone]
r,
Sutter's ill 11
Drawing Title:
Overall Grading Plan
Project No.
Drawing No.
2605
_
DING File Marne:
2605-Grading
G — 1
Plan

)ATE
13'_`3'.3'E>!.3' i OR
HEV
110/2018
Initial Submittal to Town of Troutman& Iredel County
0
/10/2018
Second Submittal to Troutman & Iredel County
1
110/2018
Third Submittal to Troutman
2
107/2018
Fourth Submittal to Troutman (GVater/Sewer/Storm)
3
/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
/05/2018
Revision to Storrs Labels
5
R. Joe Harris (Ix- Associates, Inc.
Engineering ® Land Surveying ® Planning
Management
127 Hen Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: (803) 802- U99
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Fngin
.',�'
Ro°' °
CA
o rn SEAL ^ c� = P SEAL z->
® ° c C-4168 z' 44299
®0
9 ° u�P p�°°° °°°°°°Vt
ASS �.N •,'°.,'� S L
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley _
Print/Plot Date
December 5, 2018
Client
! SS, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Sutter'sill 11
Drawing Title-
Gradinn Plan
f roiect No. Drawing No.
2605
DWO File Marne;
2605-Grading Plan t

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VICINITY MAP - N.T.S.
- t1T=
GRAPHIC SCALE
-40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
I
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
i - Harris :.Associates,
Engineering ® Land Surveying Planning
Management
137 Ben Casey Drive; Suite 101, Fort Mill, S.C. 29708 Y: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Auth rity
having jurisdiction.f
Corporate Seal
Engi Se,
,,eaan�i,,,o,
er®�aeau�,o
UA
e
o m SEAL Z ®�i '
C o C-4168 lea z®
°w SEAL e
44299 „ F
p o''
ov
Project Manager Drawn
J. Hegemanrl M. All
Department Manager Checked
P. Murphy T. Kelley
Print/Plea Date
December 5, 2018
Client
HOMES,TRUE LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
1dr$J -at:
Sutter's Mill II
Drawing Tiff
Grading lan
Project No. Drawing No.
2605
DWG File Name:
2605-Grading Plan

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( IN FEET )
1 inch = 40 ft.
05/110/201 8 Initial Submittal to Town of Troutman& Iredel County 0
;
08/10/2018 Second Submittal to Troutman & Iredel County .1
09110/2018 Third Submittal to Troutman . 2
11/07/2018 Fourth Submittal to Troutman (Water/Sewer/Storm) 3
i 1/1 9/2018 Fifth Submittal to Troutman (Wafer/Sewer/Storm) 4
12/05/2018 Revision to Storm Labels 5
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I Know what's below. i
L.No�Xt eaaaY.awOne-Call Center I Call before you dig. J1
:
______ � .---------
Engineer:
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' R. Joe Harris ssodates, Inc.
—
Engineering - Land Surveying'- Planning
Management .
�
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P; [phone]
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www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. 1A
:
Corporate Seal Engine I
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Project Manager Drawn I
J. Hegemann M. Ali i
Department Manager Checked
P. Murphy T. Kelley :
Print/Plot Date
December 5, 2018
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
;
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Sutter's Mill 11
Drawing Title:
Grading Plan
:
Project No. Drawing No.
2605
OWG File Name:
A
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utters Millll
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1 Pr ✓. ®i ? % $ 7 'o U' 840. G 843.7• DRIVE I
r 8` p ' 842.18 i SLAB I 8.30 /o. 85
25 LF PERIMETER BUFFER ;;/ c _ ° SRIVE= / 97 84
/ / _ r>, ;°®�1�• .,,��o� / LAB I I {SLAB DRIVE-8:40%
.,� �. DRIVE=8.o� _ o I 83
PROPERTY BOUNDARY ; 1 eZ ,;.,, r. a / /° ; DRWE=8.2ot° I I I 1
rl l P .82 I - $2 I I
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-40 0 20 40 80 160
�it . ' ( IN FEET )
1 inch = 40 ft.
DATE I ISSUED FOR I REV
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman v Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
'11/19/2018
Fifth Submittal to Troutman (Wafer/Sewer/Storrn)
4
'12/05/2018
Revision to Storm Labels
5
R. Joe Harris & Associates, Inc
Engineering ®Land Surveying • Planning
Management
L_, l3cn Casey Drive Suite 101 Fort Mill, S.C. 29708 E: (803) 80217 9
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. '
Corporate Seal Engine e
®®111111111l1/1®B/®
i / /
�,• �H CARP .. �° �N OARo/ ®®.
®®1 � o oe0000°,o ` S®I 1�4 �• ooe000 eeo ` CIO
gFESS/p ° otiy •� ��eQ�pFESS/oti,�-y
e°
41-1
s m SEAL Zeo c = ` mF' SEAL �? _
a C-4168 t o'er 44299 ;iFe
°
°eo
s �
e
r ® >
1,1111111111"k /41111111 IIW�1,
Project Manager
Drawn
J. Hegemann
M. Ali
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
December 5, 2018
C'ilrnt
TRUE HOMES,
LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE,
NC 28110
P: [phone]
Sutter's Mill
Drawing Title:
Grading Flan
Project No. Dravving No.
2605
DWO File Name:
2605-Grading Plan

DATE I ISSUED FOR
05/10/2018 Initial Submittal to Town of Troutman& Iredel County 0
08/10/2018 Second Submittal to Troutman & Iredel County 1
09/10/2018 Third Submittal to Troutman 2
11/07/2018 Fourth Submittal to Troutman (Water/Sewer/Storm) 3
11/19/2018 Fifth Submittal to Troutman (Water/Sewer/Storm) 4.
12/05/2018 Revision to Storm Labels 5
N-4 fined a.a One -Call Center
A. Joe Harris & Associates, Inc.
Engineering ® Land. Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
ERVEAMW
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. / 1
Corporate Seal
CA Ro
SEAL
o c> C-4168
®°
A,-
•, 9 °°°°°°®°°° GHQ. ,.
�/S& A111111111111"SSo
CARp�
ESsj��%
° 9
w
P SEAL o
o 44299 ;F
°
Project Manager
Drawn
J. Hegemann
M. Ali
Department Manager
Checked —�
P. Murphy
T. Kelley
l'rint/Plot Date
December 5, 2018
Client
TRUE HAli E, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
fl oop t:
Sutter's Mill 11
Drawing This:
Grading Plea
Project No.
Drawing No.
2605
DWG File dame:
2605-Grading plan

DATE I ISSUED FUI-1 I REV
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/0712018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storrn)
4
12/05/2018
Revision to Storm Labels
5
Engineering ® Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29703 Pi [phone]
www.rjoeharris.core
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate ;weal
1®es►t1aAa'tty�am
oEngineeQS
�'tiCA,?o�°,0CAf?o
�FESS/pN ?yESS/p'y
moo.
a R, SEAL z < ci ®
®� °Q C-4168 fat z
r �� SEAL �o
t 44299 ,� o
Off'°°o
ASSMill
a 1�.f
Project Manager Drz vin
J. Hegemann M. All
Department Manager Checked
P. Murphy T. Kelley
Print/Plot hate
December 5, 2018
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter'si i i 11
Drawing "title.
Grading Plan
Project No. Drawing No.
2605
DWG File Name:
2605-Grading Plan

25 Lr`P.E.RIMETER BUFFER' -- - -► _ _ ; 1 t '
...........
�7
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. r.
2,001 SF TURF REINFORCEMENT - --� / ,. \, .......:'
MATTIN.G.•FOR SLOPES GREATER
THAN 3:'1(S,C250 OR EQUAL '' .....................................:............. , ._ ....:.......... /
/
OR - GREATER) / RIGHT OF WAY FOR
/� FUTURE A
,. ;..-- � '•............. ...... A .... URE ROADWAY
-- - ;...........• _
..........................,�,�.......: / CONNECTION,WITH
TEMPORARY TURN
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(BY -OTHERS)
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........ .. ........ �.. 1 / ........... - ----
..................
AND 25 BU F R. E
- c� " .
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.....................:..P.RQ.P..O.SEI..SAND FILTER.#.400 ....................., �''.......,..r�..:�.1�
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........ ........ 4.81 .. 5.86 I .6.91............. ....
-' .......;....�' - - - - -.-. - .•..•�• ......................... I ......... ......................... � /�r� i.... � 7,161 SF TURF REINFORCEMENT
5.23 28 I _ - MATTING SLOPES GREATER
�..... 136 I ..:; .. -'f I I # 00 ....: ,'' 135..............:......... .... 134 133 -`I32 - --' 131 l'I, f :. TT NG FOR _ THAN 3 C250 O EQUAL
' << Q
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.....:............
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3.11 ' 4.17 5.22 6.27`..... / 7.32
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4.68 .73 I ,.. I I � .......::............ �.. ,I
7. I I
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l.. SLAB L.. • '. I I I. o SL,cB SLAB SLAB ...... SLAB I SLAB:....
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_ I I I o - - -
DRIUE 9:1040 4 I . ..................... j T
- - - - ^ - I - _ - I k QRIVE=8.90% DRIVE-8.40% 4RI�fE=S.50% DRIVE-820% DRINJE-=8,10%
PG 836,78 - - ` _ _ % _ - - �� :) '.. ':• t PG 844.25 PG 845.31 PG 846.36 ` PG 847.41 "' PG 848.46 ' / 5' SIDEWALK
PAD = 40' X 55' OAD = 40' X 64' PAD.=,40' X•64' PAD = 40' X 64' ! PAD = 40'.X-64' PAD = 40' X 64'.... ...... ..... .. .
_� 4 .68
_ _
I - -- - - 10' PLANTING
o B 0 I ; I I STRIP
33.62 .6`7 19�- i 0�: �, 0 -(°�"
I:u �. -ice �,
i ( { "'r I i DEAD-END BARRICADE
21.+00 224-00 2a'+00 24+00 25+00 25/
-_ R-A ®OJT' ..
.......:.................' �, '� 2' VALLEY C&G
/ �- 1
19 fi05 ,'' 43'.5 l; 16 PLANTING
...:.,........ I -- STRIP
,B #3 3 !'
1I(\
o� _ o I 1 j/.
' �' ti --
oMQ 100 / 101 m.......... IpmNai 129:.:....... 4.B�D=40'X`64' 411 /.
ff 1
CO gu!'ovI- -! _ -�_ i�o`to�W PG846.2t /I/fa
I ❑� > i uuI �_ a �cn> SL g
DRIVE=
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7.11 - i 4 _
9 44.33 3:T8 4 44 :3 _: I4 70 5
1 43�67 ; .
130 f r/
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102 J 11 ti 00 v (. € P. • ••r... ................. _J II d
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0
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( IN FEET)
1 inch = 40
ll'
DATE ISSUED FOR R;El-V
05/10/2018
Initial Submittal to Town of Troutman& lredel County
0
08110/2018
Second Submittal to Troutman & Iredei County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storrn)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
r below.*
Call befolre you
R. Joe Harris,& Harris,associates, Inc.
Engineering band Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Port Mill, S.C. 29708 P: (803) 802-t799
www.rio(aharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. /)
Corporate Seal
Engine
o°O�4JJ 041-��7��°o�-Y9
�j
� e 'Y o
o� re
♦ ` r
_M
rn SEAL z-
C-4168 > z :
ew
oN' 44299 ;e
ASSo®a®`®
s''
�orromrro►y}
Project Manager
rawn
J. Hegemann
M. Ali
Department Manager
Checked
P. Murphy
T. Kelley
Print/Flat Date
-
December 5, 2018
'Client
TRUE HOMES,
LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE,
NC 28110
P: [phone]
Sutter'sill i!
Drawing Title:
Grading Plan
Project No.
Drawing
No.
2605
DVIG File Name:
2605-Grading Plan

ISSUED FOR
112' EXPM111RI4It .
___a
.*1 STE CORO
TERITE EAR
24" _ iL.LE OTTE
' EXP0310111:
2 ' _
IWrTER
t
ail
ial-w 11)gg, CURII
"�
Ve PAASKJIIII ;
' VALLEY
"rIE
Troutman NC: Standafd Detail
Late: Z/ r l 2006
Storm :Br in g
Scale: None
CATC"R BASINS AT INTERSECTIONS Standard
Sl)"l
NOTES:
A 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE DENR STORM WATER DESIGN MANUAL FOR
� - RIPRAP APRON DESIGN STANDARDS,
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
tIO l TLET 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
t 7i�t�r'ItT CULVERT HEIGHT.
END UN FILET 00
E TMA ESIGN 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
He MIN. SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
g SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
_ l 1 SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
i= Lp APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
" - EE E :r[w 1.
FOR MATERLAL3 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
I - 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
ETICII CHANNEL SHALL NOT BE ALLOWED. F
' DIA. PERIE-Sn't
tit
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON C
PIPE
SHOULD BE CONSTRUCTED IF POSSIBLE.
_t 1IIa
A SECTION A-- 9. DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC
STITA WILL BE NECESSARY UNDER RIP RAP.
[LTEF.1Derr +
EVIB DIA L r K 10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
-1/4" 120' MUST FEE STABILIZED. NATURAL GRAD
.4
CLASS 'I V V 3-4/a,NOTE: FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6' III
1,5. s 1 1 "SPLASH" M
PAD SHALL INSTALLED AT STORM I
V 1I " DISCHARGES. 12" MIN, DEPTH OF CLASS I RIP RAP H
Cuts' i
WITH FABRIC.
W
3
RIP �RAP M
i, Rip -Rap shall be NC OT standard as described in the Town, specifications, tag
2. Rip -Rap shall be sized and. priced in amordance with the Town s ec cations
NOTE:. LAYER OF FILTER FABRIC
, Rip_ ttI, is not generally required at inlets exceptas slope, protection. MINIMUM H=2/3 PIPE DIAMETER
4. Flared end sections are required on. all culvert inlets and o1.ttlets where headwalls are not rect1:tired.
SECTION B—B
5. On pipes larger than 4 ", the row n will review each location and d tetmine the type inlet and
outlet pr tection required.
Troutman; NC Standard Detail Bate; April 2006
Storm Drainage 8g:ale. None
FLARED END SECTION Standerd SD,5
OUTLET
L
W
DEPTH
STOVE SIZE
Flared End Section #100
10.00'
11,50'
13.50" min.
0.50'
Flared End Section #200
16.00'
18.50'
13.50" min.
0.50'
Flared End Section #300
27.00'
30.00'
24.30" min.
0.90'
Flared End Section #400
14.00'
16.00'
13.50" min.
0,50'
Basin Discharge #100
1400'
16.00'
27.0" min,
0.50'
Basin Discharge #200
22,00'
24,50'
35.10" min.
0.65'
Basin Discharge #300
16.00'
19.00'
27.00" min.
0,50'
Basin Discharge #400
15.00'
17.50'
27.00" min.
0,50'
RIP-RAPAPRONATPIPE OUTLETS
05/10/2018
Initial Submittal to Town of TroutmanUredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Afilater/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
revision to Storm Labels
5
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N-,td e".&4.4 One -Call Center Call before dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering a Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Port Mill, S.C. 29708 P: [phone]
www.rjoe arris°co
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. /4
Corporate Seal Engin i
e®®0e►ste'a'a®r��� ®®te Weer: i��
®`��H OARO�'' +��N CAROL',°
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oC-4168 ,3: z® 1 44299 ,�=o
IN, 4S
Project.Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Asbuilt brawn Asbuilt Date
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's ill 11
Drawing Title:
Grading lan Details
Project No. Drawing No. —
2605
DWG File Name:
2605-Grading Plan

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BACK OF CURB
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#INI54UM DINSIONS AMP
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• RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT.
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/20`I8
Fifth Submittal to Troutman (Water/Seaver/Storm)
4
12/05/2018
Revision to Storm Labels
5
Engineer.
Joe Harris & Associates,
,,1 I
Engineering - band Surveying' - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoiaharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engin e•
SEAL >�r >W SEAL
a C-4168 o �® ;,' 44299 �F
U J
Ile
LLiiL iiLL! .�
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Mot hate
December 5, 2018
Asbuilt Drawn AsbLlilt Date
Client
TRUE HOMES, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill 11
rav/frig Title:
Grading Plan Details
Project No. Drawing No.
2605
DWG File Marne:
2605-Grading Plan UP-1 0

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05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Ir
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
R. Joe Harris
�.ssocia..
,,
Engineering m Land Surveying . Planning
Management
127 Ben Casey Drive, Suite 101, Port Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Auth7))
y
having jurisdiction.
Corporate Seal Engines dal
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o c> C-4168 w e <> E e 0 44299
'[rI S+ y C A
�rinln®1® L .
Project manager Drawn
J. Hegemenn M. Ali
Department Manager Checked
P. Murphy T. Kelley,
Print/Plot Date
December 5, 2018
Asbuilt Drawn Asbuilt bate',
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Propect:
Sutter's ill II
Retaining all Profiles
Project No, Drawing No.
2605
DWG File Name: ° �
2605 Grading Plan - a

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SOIL TYPES: CeB2 -Cecil sandy clay loam, 2-6% slopes
GRAPHIC SCALE
CeC2 -Cecil sandy clay loam, 6-10% slopes
M® -Madison-Udorthents complex, 2-15% slopes
-200 0 100 200 400 800
MaE4 -Madison-Udorthents complex, 15-25% slopes
PcC2-Pacolet sandy clay loam, 6-10% slopes
( IN FEET )
RiF -Rion sandy loam, 15-45% dopes
I inch = 200 ft.
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
I
09/10/2..018
Third Submittal to Troutman
2
11/07/20,18
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
Engineelr.
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
1Vlana�emer;<t
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing,and proper permit forms and related fees re transmitted
Pop p a
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. A
Cor orate Seal En in e
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Project Manager
Drawn
J. Hegemann
J. Hegemann
Department Manager
Checked
P. Murphy
T. Kelley
Print/Blot Date
December 5, 2018
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
P 0jeC1:
Sutter's Millll
Dra jtiag ;fle:
Culvert Drainage Area #100
Project No.
Drawing No.
2605
DWG File Name:
2605-Culvert Analysis
I

D�'T � j tf D C- I REV
05/10/2018 Initial Submittal to Town of Troutrnan& iredei County 0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
.t
12/05/2018
Revision to Storm Labels
5
Know what' WOW
N ne-Call Center Call beforeyou dig.
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
1271len Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and
related fees are transmitted
by the Owner, Owner's Agent or Contractor
to the Authority
having jurisdiction.
ff
Corporate Seal
Engin r'JIX
°°°11111i111111°
®® CA °°Rq�.
° 11 1111111111
CA °°o
oFESS/0r�®'moo°Q�oFEss%p�%q®®'.
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a C-4168 q
= ow SEAL �? -
44299 „a b
°°111111111l11°°®
°,,®111t1111�1�/ i
Project Manager Drawn
J. Hegemann J. Hegemann
Department !:manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE 0 1 LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter'sill 11
Drawing Title:
Culvert Plan And Profile
100
Project No. Drawing No.
2605
DWG File Name;
2605-Culvert Analysis

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05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & IredelCounty
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
K. `' Harris & Associates, Inc.
Engineering - Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort All, S.C. 29708 P: (803) 802-t799
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner,, Owner's Agent or Contractor to the Authority
having jurisdiction.
,I
Corporate Seal Eragin S
°
pFESSip° o��'q®= ®��°Q�oFEssio tiq''o.�
I m SEAL o >w SEAL �?
o° C-4168 o z oN 44299 zo
tiNG &
,�'�/S ®'yoS °°°
Project Manager Drawn
J. Hegemann J. Hegemann
Department Manager Checked
P. Murphy T. Kelley.
Print/Plot Date
December 5, 2018
Client —
TRUE HOMES, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 23110
P: [phone]
Sutter's i1111
Dr t,iving Title:
Culvert Wall Headwalls
Project No. Drawing Nov
2605
DWG File Name:
2605-Culvert Analysis

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DATE I ISSUED FOR I RE: V
05/10/2018
Initial Submittal to Town of T(0Utrnan& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
'11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
'12/05/2018
Revision to Storm Labels
5
9��
I
R. J oe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
1
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. /
Corporate Seal Eng! Ist
1111111111111 I?
%I- " 11,f"
**.* , , CAR "'*, -- U A /�o `�Ie
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% .;"e qv. 1 - ,:�) - 1. I
.1 I .. � . 4 '�� % --
.
E,ir, SEAL c,. 1-j E = i2f SEAL ,=111 =-
a �- *- �S C-4-1 bb ,A- - ,
"� .. ,- ,z E 1% '�-, 44299 -9: ::
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-'1.,,,."-) de A b-,)- -- �14',,�,4S L \�k- �0,-"
--- Ill,,%%0 111iII1101 Rlm
-
Project Manager
----, -1-11 I
Drawn
J. Hegem n --M.
Ali
Department Manager
Checked
:
P, M Arphy
T. Kelley
-
Print/Plot Date
December 5, 2018
lr�-
IIIN
'flent
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 281 1 0
P: [phone]
Project:
Sutter's Mill h
Drawing Title:
Overall BMP Plan
.
Project No. Drawing No.
2605
DWG File Narne:
,
2605-BMP Plan tj M P- 1-

ISSUED lii . FOR
lavissmTAS
SCHEDULE
Inspect banks and surrounding drainage areas
Monthly
for erosion and stabilize if necessary.
Street sweep parking lot
Quarterly
Trash removed
Monthly
Inppect outlets for obstructions
Monthly
Inspect for clogging
Monthly
Inspect inlet grates
Monthly
Skim sand media
Yearly
Pump oil and grit from sedimentation chamber
iYearly or at 50% full
[�i...-...a .,..... -.... .•....I....... 1..,4
/fin naorlord t­nnni q wnnra�
SAND FILTER SUMMARY TABLE
PEAK CONTROL
POST -DEVELOPMENT
POST -ROUTING
ELEVATION
STORM EVENT
RUNOFF
RUNOFF
TOP OF DAM
838.00
50YR - 24HR
147.49 CFS
47.06 CFS
837.34
10YR - 24HR
105.43 CFS
10.79 CFS
836.02
2YR - 24HR
66.20 CFS
7.011 CFS
833.97
BMP
REQUIRED
PROVIDED
ELEVATION
WQv
13,639.90 CF
13,670.00 CF
830.87
SAND FILTER
1,310 SF
1,355 SF
830
1 " Kl- U KA I "t
MLLIG & FILTE
RIP RAP APRON
LENGTH = 1600' MIN. ...... I
WIDTH = 17.50' MIN.
BASIN BOTTOMS, INCLUDING SAND FILTER DEPTH = 32.40 MIN. 1 " H, UNDER)
SURFACE, SHALL BE STABILIZED WITH A WASHED I
SAND BASE BERMUDA SOD. SODDING SHALL
INCLUDE BASIN BOTTOMS AND INTERIOR SIDE I
SLOPES. AREAS OUTSIDE THESE LIMITS CAN BE
GRASSED OR STABILIZED WITH OTHER VEGETATIVE ` I
MATERIALS (FESCUE, PER. RYE, ZOYSIA, ETC.)
10,
TOP OF EMBANKMENT "A" 838.00
EMERGENCY SPILLWAY "B" 837.00
rr RIP -RAP APRON
825.50
ANTI -SEEP COLLARS
(SEE DETAIL)
827.00
MP SAND FILTER IT'100
SAND FILTER NOTES:
SAND FILTER SHOULD BE EITHER OPEN SAND OR
/ CLEAN GRAVEL/STONE SURFACE.
/>..... SAND MEDIA SHALLMEET ASTM C 3.
> : /
,7.��
` ALL PIPING WITHIN THE UNDERDRA N SYSTEM
.. SHALL HAVE A MINIMUM SLOPE OF 0.00 PERCENT
AND SHALL BE CONSTRUCTED OF SCHEDULE 40
OR-SDR 35 SMOOTH WALL PVC PIPE. THE SIZE
OF PIPES SHALL BE 6-INCH DIAMETER. THE
SPACING OF COLLECTION LATERALS SHALL BE •' \,✓T
::......... '•'•\ •'�:,:� ' ��'' 7/KZ
-: NO GREATER THAN 10 FEET CENTER TO
.
_-- ''- CENTER AND A MINIMUM OF TWO PIPES SHOULD
BE INSTALLED TO ALLOW FOR REDUNDANCY. A
MINIMUM OF 4 ROWS OF PERFORATIONS SHALL
....��° %� BE PROVIDED AROUND THE DIAMETER OF THE
\y- THE PERFORATIONS SHALL BE PLACED
�-.� , .•`� __- '....... PIPE AND
...............:.....
6 INCHES ON CENTER WITHIN EACH ROW FOR
THE ENTIRE LENGTH OF THE DRAINAGE
.. .... ""' LATERAL. PERFORATIONS SHALL BE 3/8-INCH IN
DIAMETER. ABOVE THE STONE, EITHER FILTER
LINE MENT '\ FABRIC OF MIRAFI 140NC (OR EQUIVALENT) OR
TWO INCHES OF CHOKING STONE (8 OR #89) IS
...............� -
.. /- ........ _ REQUIRED TO PROTECT THE UNDERDRAIN FROM
��.. L
BLOCKAGE.
............... .
...........:
'•'•... •... METHOD FOR BRAINING; POND IN CASE OF EMERGENCIES OR MAINTENANCE:
PROVIDE RIP -RAP APRON .......... f�� IN THE EVENT THAT THE BMP POND DOES NOT DRAIN VIA GRAVITY AS DESIGNED,
FROM"D-ISCHARGE PIPE - - .................
PUMPING MAY BE USED TO DEWATER THE POND. IF SUSPENDED SEDIMENT IS PRESENT
' •.:, - ., IN THE TO B U SEDIMENT FILTRATION METHOD T BE PROVIDED.
.., PUMPED, A S MEN ON 0 MUST DE .
6" PERFORATED -DRAIN PIPE (TYP:) •...............
`,.
..............................
SAND FILTER CELL
...............
'•... � ... CLEAN OUT
...... 2' OFF STRUCTURE
C O:•.�OCATION (TYP.)� _ ti
:..
'
...... -� ....................:............................. ........,. ' C5 .®-- ECAST STRUCTURE•......................
`�.......................... ...PRIN ...... 1Q(El - .00
-- _ -
_ _ --- --� ..--.. --
��
two
o- ............
-- - -- .......... .........
45,0
C i
i32 - _ v--�._.._------ - L.,I. �:.................
- _ - -
_ ....-
... ............. - _ --�
836 �.•' I I ..............................
..... _ -. .._._....
83$ -- -- ='
II
................. .....
.......:..
\I
836
w
- - -
.................:............
.. ;,gyp, ....
� I
............. .
�1 .
X 45"..
:..
...................
......... .
2EAM......
...
- --
EMERGENCY SPILLWAY
WRAP. IN .GRAVEL TO
DETAIL
I - ° ° °
PREVENT FROM CLOGGING
TRASH RACK MANUFACTURED BY 12" PERFORATED RISER
PLASTIC SOLUTIONS INC. WITH PLUG & FILTER SOCK
(OR APPROVED EQUAL)
6'
TOP OF SLAB -TV
1 4'x4' ID = 7.5' PRINCIPAL WEIR -"CT 50-YR - 24HR ELEV. = 837.34 _
FOREBAY TOP OF EMBANKMENT 833.00 OQ
T_ 10;YR - 24HR ELEV. = 836.02 - C�'
wQv ELEV. = 830,89 FOREBAY TOP OT SPILLWAY 832.00_
1^
- - -- U,-FOREBAY- �.
2-YR - 24HR ELEV. = 833.97 _
O S�ONE�
CLEAN OUT CLEAN OUT
yC
830.00 "G" HDPE UNDERDRAI °
" 830.00
2,50' PROVIDE RIP -RAP APRON
M D SCHARGE PIPE
827.50 FRO
6" DRAIN PIPE (PERFORATED
0.50' DOUBLE WALL HDPE)
(CONSTRUCTED @ 0.00% SLOPE)
- 827.00
C( APlFV RnTTnnn PpinR Tr) I INnFRnRAIN INSTAI I ATION (nO NOT COMPACT)
!\e1
LENGTH 10.00' MIN. DETENTION BASIN BARREL
WIDTH _ 11.50' MIN. 66.00 LF 18°' RCP @ 2.28%
DEPTH = 13.50" MIN. INV. IN: 827.00
INV, OUT:825.50
30'X21'WIDE RIP -RAP APRON,
ARMORWITH FILTER FABRIC
r EXTEND TO.
'PAST THE
TOE OF •
DETAIL
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
1
05/10/20,18
Initial Submittal to Town of Troutman& lredel CoLlnty
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
/
Fifth Submittal to Troutman (Water Sewer/Storm )
4
'12/05/2018
Revision to Storm Labels
5
1
r! .JoeHarris
r
Associates, .
Engineering ® Land Surveying ® Planning
)Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
ww.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engine e•
,�11111II11,,/� 1 1111 f,®
q° Q °
ow
® o m SEAL l •° m o w SEAL s =
®� C-4168 o z o 44299
till/Illftl 1111
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plat Coate
December 5, 2018
Asbui!t Drawn Asbuilt Date
Client
TRUE HOMES, L L
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter'siilli
Ur ),luing _title: I
Sand Filter #100
I
i
i
I
I
Project No. Drawing No.
2605
DWG File Name:
2605-BMP Plan
NATURAL GRADE

DATE I ISSldED FOR I REV
and Filter
Maintenance and Schedule
TASKS SCHEDULE
Inspect banks and surrounding drainage areas Monthly
for erosion and stabilize if necessary.
Street sweep parking lot
Quarterly
Trash removed
Monthly
Inspect outlets for obstructions
Monthly
Inspect for clogging
Monthly
Inspect inlet grates
Monthly
Skim sand media
Yearly
Pump oil and grit from sedimentation chamber
Yearly or at 50% full
Street sweep parking lot
lAs needed (expect 3 years)
Grass Sand Filter Only Em
Mow basin to recommended height in alternating Weekly to bi-weekly, during the growing season,
patterns to prevent compaction and prevent weed as needed other seasons
growth. Bag clippings to prevent thatch build-up.
Light fertilizing to establish healthy roots
Only during the first 2 years
Aerate and dethatch basin floor
JEvery 2 years
r ®n
Maintenance and Schedule
TASKS SCHEDULE
Forebay inspection and cleanout Monthly inspection. Remove sediment every 7
years or when sediment volume exceeds 50% of
SAND FILTER NOTES:
,� SAND FILTER SHOULD BE EITHER OPEN SAND OR
12 PERFORATED RISER _ R
�� CLEAN GRAVEL/STONE SURFACE.
0 WITH PLUG & FILT RSOCK r
SAND MEDIA SHALL MEET ASTM C33.
ALL PIPING WITHIN THE UNDERDRAIN SYSTEM
-� ass -- s5 l SHALL HAVE A MINIMUM SLOPE OF 0.00 PERCENT
-� .-- AND SHALL BE CONSTRUCTED OF SCHEDULE 40
�J
. , OR SDR 35 SMOOTH WALL PVC PIPE THE SIZE
OF PIPES SHALL BE 6-INCH DIAMETER. THE
SPACING OF COLLECTION LATERALS SHALL BE
- - - NO GREATER THAN 10 FEET CENTER TO
CENTER, AND A MINIMUM OF TWO PIPES SHOULD
BE INSTALLED TO ALLOW FOR REDUNDANCY. A
MINIMUM OF 4 ROWS OF PERFORATIONS SHALL
BE PROVIDED AROUND THE DIAMETER OF THE
-- -- PIPE AND THE PERFORATIONS SHALL BE PLACED
_ - 6 INCHES ON CENTER WITHIN EACH ROW FOR
i
_ _' ---"•'' ��''-�' THE ENTIRE LENGTH OF THE DRAINAGE.
- - - - LATERAL. PERFORATIONS SHALL BE 3I8-INCH IN ,
� � DIAMETER. ABOVE THE STONE, EITHER FILTER
FABRIC OF MIRAFI 140NC (OR EQUIVALENT) OR
X, TWO INCHES OF CHOKING STONE (#8 OR 89) IS
REQUIRED TO PROTECT THE UNDERDRAIN FROM
BLOCKAGE.
storage volume METHOD FOR DRAINING POND IN CASE OF EMERGENCIES OR MAINTENANCE:
Bank mowing and inspection/stabilization of IVIUI ILI Ily kiaintain 3-6 Inch grass height) 189%\' j r ~" ' " 1 _ - _ - ti� \ IN THE EVENT THAT THE BMP POND DOES NOT DRAIN VIA GRAVITY AS DESIGNED,
eroded areas `\ \; `� / / " ` ` _ - _ _ 1 \ \ \, PUMPING MAY USED TO DEWATER THE POND. IF SUSPENDED SEDIMENT IS PRESENT
Outlet/inlet ins action and cleanout Monthly /` / g IN THE WATER TO BE PUMPED, A SEDIMENT FILTRATION METHOD MUST BE PROVIDED.
p Y \�\/\ \ \ \ \ \� ,
Unwanted vegitatlon and trash removal Monthly\ \
12" HDPE UNDERDRAIN PIPE 1 1\\\ \
Inspect for structural damage, leaks, etc: Yearly 1 :\<
Inspect/exercise all mechanical devices, valves, Yearly
etc. \`� ���..... / ��°"� / / / / PROVIDE RIP -RAP APRON 1 1 11 `, '\�� \ti
�:./ \ /
Evaluate sediment level remove as needed)Yearl / FROM DISCHARGE PIPE 1 1 \\ �' 6" PERFORATED DRAIN PIPE TYP.
1
Security As needed :; \! ;... \ \ ®,\\ .� \� / 010 - 1.. \\��, \�
/ .......... L-_ ___
SAND FILTER CELL
SAND FILTER SUMMARY TABLE
PEAK CONTROL
STORM EVENT
POST -DEVELOPMENT
RUNOFF
POST -ROUTING
RUNOFF
ELEVATION
TOP OF DAM
820.00
50YR - 24HR
140.70 CFS
103.77 CFS
92.59 CFS
819.36
10YR - 24HR
36.27 CFS
818.62
2YR - 24HR
69.37 CFS
REQUIRED PROVIDED
8.909 CFS
816.94
BMP
ELEVATION
WQv
27,290.96 CF
27,300.00 CF
813.52
SAND FILTER
2,621 SF
2,650 SF
812
BASIN BOTTOMS, INCLUDING SAND FILTER
SURFACE, SHALL BE STABILIZED WITH A WASHED
SAND BASE BERMUDA SOD. SODDING SHALL
INCLUDE BASIN BOTTOMS AND INTERIOR SIDE
SLOPES. AREAS OUTSIDE THESE LIMITS CAN BE
GRASSED OR STABILIZED WITH OTHER VEGETATIVE
MATERIALS (FESCUE, PER. RYE, ZOYSIA, ETC.)
10,
TOP OF EMBANKMENT "A" 820.00
EMERGENCY SPILLWAY "B" 819.00
I
r RIP -RAP APRON
808.00
SS
° B #202
SS`
a4.
SS \.
1
/ \ \,` .ram `^�• - -�--�_
/
PLASTIC SOLUTIONS INC �Y V WITH PLUG & FILTER SOCK
(OR APPROVED EQUAL)
6'
TOP OF SLAB-"C1"
_ 4'0 ID -7.5' PRINCIPAL WEIR2C2" 50-YR - 24HR ELEV. = 819.36
11
10,YR - 24HR ELEV. = 818.62
FOREBAY TOP OF EMBANKMENT 815.00 p
- wav ELEV. = 813.51 FOREBAY TOP OF SPILLWAY 814. O - _ _
2-YR - 24HR ELEV. = 816.94 [C/ u? - FORE E AY- '
C�l °30' X17' WIDE RIP -RAP APRON.
CLEAN OUT CLEAN OUT tiro v \N ARMOR WITH FILTER FABRIC
812.00
"G° HDPE UNDERDRAI j� AND EXTEND TO 5' PAST THE
---------- - - - o �� TOE OF SLOPE.
812.00
(SEE DETAIL SHEET BMP-2)
2.50' PROVIDE RIP -RAP APRON
EQUIVALENT) FROM DISCHARGE PIPE
809.00 809.50
6 DRAIN PIPE (PERFORATED
0.50' DOUBLE WALL HDPE)
ORIFICE-"D" ° ° ° ° ° o o (CONSTRUCTED @ 0.00% SLOPE)
\ 809.00
809.00 SCARIFY RnT nm PRinR TO IJNnFRnRAIN INSTALLATION (DO NOT COMPACT)
Li
"A" "B" „C 1 u „c2, „D" „F" „ G"
POND
ELEV. ELEV. ELEV. ELEV. SIZE INV. SIZE SLOPE INV. U/S INV. D/S SIZE SLOPE
IIIEIIII1 II ° o
BMP 820.00 8'19.00 8`19.00 818.00 6" 809.00 30 /0 RCP 1:01 809.00 808.00 12" HDPE 0.00%
ANTI -SEEP COLLARS
NATURAL GRADE (SEE DETAIL) - - - -- -- -
v DETENTION BASIN BARREL
99.10 LF 30" RCP @ 1.01 %
INV. IN: 809.00
.INV. OUT: 808:00
RIP- RAP APRON
LENGTH = 16 00' MIN
WIDTH = 18.50' MIN.
DEPTH = 13.50" MIN.
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
05/10/2018
Initial Submittal to Town of Troutman& Iredel County 0
08/10/2018
Second Submittal to Troutman & Iredel County 1
09/10/2018
Third Submittal to Troutman 2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm) 3
'11119/2018
Fifth Submittal to Troutman (Water/Sewer/Storm) 4
12/05/2018
Revision to Storm Labels 5
Joe Harris & Associates, Inc.
Engineering - an Surveying • Planning
Management
127 Ben Casey Drive; Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
rris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Neal Engineer' e
�a oF�SSlptio;L-y � �®°Q�ofESs/pti°°9�'®
e Q 4r
m SEAL �o - °w SEAL za
z C-4168 °44299 °'
c, a o
eta �e
r'�I,,'�,(•)° °coo coca°°o(��C,+�®®� ®,✓'�"O/�'O0000000°°° ��„`0®
Project Manager Drawn
J. Hegemann J. Hegemann
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Asbuilt Drawn Asbuilt Date
Client
TRUE HOME,(.:), LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill 11
Drawing Tiff,, -
an Filter #200
Project No. Drawing No.
2605
DWG File Name:
2605-BMP Plan

-- - - - ---- DATE ISSUED FOR REV
an dtin r
Mail�tenance and Schedule
TASKS , SCHEDULE
Inspect banks and surrounding drainage areas Monthly
for erosion and stabilize If necessary.
Street sweep parking lot
Quarterly
Trash removed
Monthly
Inpsect outlets for obstructions
Monthly
Inspect for clogging
Monthly
Inspect inlet grates
Monthly
Skim sand media
Yearly
Pump oil and grit from sedimentation chamber IYearly
or at 50% full
Street sweep parking lot JAs
needed (expect 3 years)
Grass Sand Filter Only
Mow basin to recommended height in alternating Weekly to bi-weekly, during the growing season,
patterns to prevent compaction and prevent weed as needed other seasons
growth. Bag clippings to prevent thatch build-up.
Light fertilizing to establish healthy roots
Only during the first 2 years
Aerate and dethatch basin floor
lEvery 2 years
DLY Fn
Maintenance and Schedule
TASKS SCHEDULE
Forebay inspection and cleanout Monthly inspection. Remove sediment every 7
years or when sediment volume exceeds 50% of
storage volume
Bank mowing and inspection/stabilization of
eroded areas
Monthly (maintain 3-6 inch grass height)
Outlet/inlet inspection and cleanout
Monthly
Unwanted vegitation and trash removal
Monthly
Inspect for structural damage, leaks, etc.
Yearly
Inspect/exercise all mechanical devices, valves,
etc.
Yearly
Evaluate sediment level. (remove as needed)
Yearly
Security
As needed
SAND FILTER SUMMARY TABLE
PEAK CONTROL
STORM EVENT
POST -DEVELOPMENT
RUNOFF
POST -ROUTING
RUNOFF
ELEVATION
TOP OF DAM
93.90 CFS
822.00
821.45
50YR - 24HR
99.56 CFS
10YR - 24HR
71.71 CFS
67.47 CFS
821.08
2YR - 24HR
45.69 CFS
REQUIRED PROVIDED
39.13 CFS
820.70
BMP
ELEVATION
WQv
16,019.85 CF
16,050.00 CF
818.59
SAND FILTER
1,539 SF
1,545 SF
816.00
BASIN BOTTOMS, INCLUDING SAND FILTER
SURFACE, SHALL BE STABILIZED WITH A WASHED
SAND BASE BERMUDA SOD. SODDING SHALL
INCLUDE BASIN BOTTOMS AND INTERIOR SIDE
SLOPES. AREAS OUTSIDE THESE LIMITS CAN BE
GRASSED OR STABILIZED WITH OTHER VEGETATIVE
MATERIALS (FESCUE, PER. RYE, ZOYSIA, ETC.)
` / \ 05/1012018 Initial Submittal to Town of Troutran& Iredel County 0
SAND FILTER NOTES: 08/10/2018 Second Submittal to Troutman & Iredel County 1ON
\ Troutman 2
\' SHOULD BE EITHER OPEN SAND OR o0/1o/2o1a Third Submittal to ou ... � •'.. SAND FILTER SHO
CLEAN GRAVEL/STONE SURFACE. 11/07/2018 Fourth Submittal to Troutman (Water/Sewer/Storm) 3 \ /
11/19/2018 Fifth Submittal to Troutman (Water/SewerlStorrn) 4
,
\\� \ 145 \ / / SAND MEDIA SHALL MEET ASTM C33. \ •\� ••:•• \ � 12/05/2018 Revision to Storm Labels 5
` \ � / s ...• / ALL PIPING WITHIN THE UNDERDRAIN SYSTEM
165 SHALL HAVE A MINIMUM SLOPE OF 0.00"PERCENT
AND SHALL BE CONSTRUCTED OF SCHEDULE 40
OR SDR 35 SMOOTH WALL PVC PIPE. THE SIZE
\'\ \ i" Q ,C'#302 -INCH DIAMETER. THE '.... / OF PIPES SHALL BE 6
SPACING OF COLLECTION LATERALS SHALL BE
\ \
NO GREATER THAN 10 FEET CENTER TO
\ \. V
\ /�-- AP �PRffi<I CENTER, AND A MINIMUM OF TWO PIPES SHOULD
\\ / GTH = MIN.
MIN. s
` 4# 01 s BE INSTALLED TO ALLOW FOR REDUNDANCY. A
\ \ WIDT -- 18.50
- \ CCC MINIMUM OF 4 ROWS OF PERFORATIONS SHALL
N
\ \ TH - 27.00" �.. `;•. \ \ \ : ` \ / BE PROVIDED AROUND THE DIAMETER OF THE
* PIPE AND THE PERFORATIONS SHALL BE PLACED
6 INCHES ON CENTER WITHIN EACH ROW FOR
ENTIRE LENGTH OF THE DRAINAGE
\ \�\ PERFORATIONS SHALL BE 3/8-INCH IN
� THE
�w, �, \/�:- � ,� \ \ � �� � o � / � LATERAL.
` ` '`..\ \ . :- i � 4 / E FILTER
00 ABOVE THE STONE EITHER
FORAY SF
�� DIAMETER.
FABRIC OF MIRAFI 140NC (OR EQUIVALENT) OR
J \ / CHOKING STONE #8 OR 89 IS
ROVI IP-RAP\NONTWO INCHES OF C ( )REQUIRED TO PROTECT THE UNDERDRAIN FROM
��...//OM DI ARGE e / BLOCKAGE.
Ss \ METHOD FOR DRAINING POND IN CASE OF EMERGENCIES OR MAINTENANCE:
ti,•
IN THE EVENT THAT THE BMP POND DOES NOT DRAIN VIA GRAVITY AS DESIGNED, Ar
17 �• PRESENT
A � : \ '`:• "\ PUMPING MAY BE USED TO DEWATER THE POND. IF SUSPENDED SEDIMENT PR S \ / \
IN THE WATER TO BE PUMPED, A SEDIMENT FILTRATION METHOD MUST BE PROVIDED.
e•Call Center before U dig.
\ \ Engineer:
#320
6" PERFORATED DRAIN PIPE (TYP.)
12" PERFORATED RISE
ITH PLUG & FILTER SOCK,'°
1 HDPE ND DRAIN PIPE
r
R. Joe Harris & Associates, Inc.
• Land Surveying ® Planning
,. a � , Engineering Y � �
SAND FILTER CELL
f Management
NDFILT #300 \ �'� \ \. / - `\\ \�� ` \ �\ , d \\ 127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29703 Y: (803) SU2-1799
i
TOP OF E = 822.00
SPILL Y = 821:00 �
PRINCIPA El = 820.00
C.O. LOCATION ',JY l� www.rjoeharris.co
BOT. BASIN = 16.00
SAND FILTER AREA = 30' X 52'
This drawing shall not be used for construction purposes until the
\ seal and signature of the responsible registrant appears on the
\ \\ '\� drawing, and proper permit forms and related fees are transmitted
\ \ 176''•.•
\ . � '' by the Owner, Owner's Agent or Contractor to the Author'iy
/ / having jurisdiction.
\ ,N/ \\ \ Corporate Seal Engine 's e
CAR"" ®>® `�
SEAL °a SEAL Z o
v
\ d r a°� C-4168 ?o °off 44299 20
� o o �. � ,,•� \ \' `\ `, \\ �®is ti RING 'o, y'
' .. CLEAN OUT .; &ASS •,qs L•
EMERGENCY SPILLWAY •••.• A a •'••.... ••'�... \ \ \. `' d / � ., S 0 .,
\ `: `\ \ / y
OOD INE \ \ �\'. 2 OFF STRUCTURE
WA 100YR �\ \ ��. \ \ \ r /
'� \\ ,�\• �\ \ Project Manager Drawn
\ J. Hegemann M. All
30' X31' WIDE RIP -RAP APRON. .
�'� •:�•� .'\ `. ��,'`�� �•\ Department Manager Checked \ y .\\�\ \ ` \\ `
\ 1 >.. '
ARMOR WITH FILTER FABRIC .•.... _ ':.. �"'• . '�. �.• \ L ., �` `\ \ \ � ,
`\ P. Murphy T. Kelley
- \ \
AND EXTEND TO 5 PAST THE . ♦•• •. / ..
TOE OF SLOPE. \ \ \ \
(SEE DETAIL SHEET BMP-2) '`
B M P SA IND F I LT E R #*3 0 0"',
10
WRAP IN GRAVEL TO RIP RAP APRON 4 \ >
-p S. PREVENT FROM CLOGGING LENGTH = 27.00' MIN.
TRASH RACK MANUFACTURED BY
12" PERFORATED RISER WIDTH = 29.50' MIN.
-
TOP OF EMBANKMENT 'A' 822.00 PLASTIC SOLUTIONS INC. WITH PLUG & FILTER SOCK DEPTH = 24.30" MIN.
(OR APPROVED EQUAL)
6'
EMERGENCY SPILLWAY "B" 821.00 _ _ _ _ _ _ _ - TOP OF SLAB -TV
DETENTION BASIN BARREL
4'x4' ID = 7.5' PRINCIPAL WEIR-" C2" 80.45 LF 36" RCP @ 1.24%
U? 50-YR - 24HR ELEV. = 821.45
• N - -- FOREBAY TOP OF EMBANKMENT 819.00 - -- - - - pQ - - INV. IN: 813.00
1010YR - 24HR ELEV= 821.08 - -
o - -- - - INV. OUT: 812.00
o wQv ELEV: = 818.59 _FOREBAY TOP OF SPILLWAY818.00
-- - , ---FOREBAY- - cb.
2-YR - 24HR ELEV. = 820.70 7_
0
6" ORIFICE INVERT ELEV = 818.00 �`GyJ g�0 NLE�
CLEAN OUT CLEAN OUT o 0
M' 816.00 °
"G" HDPE UNDERDRAIN
---------
PROPOSED 5'x5' O.D. G
PRECAST CONCRETE 816.00
OUTLET STRUCTURE
RIP -RAP APRON z.5o' PROVIDE RIP -RAP APRON
MIRAFI 140NC FILTER FABRIC (OR EQUIVALENT) FROM DISCHARGE PIPE
813.00 813.50
6" DRAIN PIPE (PERFORATED
DOUBLE WALL HDPE)
812.00 ORIFICE -"D" Q..0 .: o . 0 0 Q 0 . ° MO' (CONSTRUCTED @ 0.00% SLOPE)
o
�- 813.00
ANTI -SEEP COLLARS
NATURAL GRADE (SEE DETAIL_
u I,,.uu '`- SCARIFY
BOTTOM PRIUR I U UNUCKUKAIN IN5 I ALLA I IUIN fuU INU I kUIVlrr-\U
1 )
"A
�:
C.I
„C2"
„D„
"I'"
"G"
POND
BMP
ELEV.
822.00
ELEV.
821.00
ELEV.
821.0
ELEV.
820.00
SIZE
6"
INV.
813.0
SIZE
36" RCP
SLOPE
1.24 %
INV. U/S
813.00
INV. D/S
812.00
SIZE
12" HDPE
SLOPE
0.00%
5X5I.D. PRECAST STRUCTURE
PRINCIPAL WEIR = 820.00
tecember 5, 2013
AsbUilt Drawn Asbuilt Date
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
u er'S ill II
Drawing Title:
Sand Filter
Project No. Drawing No.
2605
Dth/C File Name:
2605-BMP Plan

SAND FILTER SUMMARY TABLE
PEAK CONTROL
STORM EVENT
POST -DEVELOPMENT
RUNOFF
POST -ROUTING
RUNOFF
ELEVATION
TOP OF DAM
830.00
50YR - 24HR
55.13 CFS
39.20 CFS
24.36 CFS
REQUIRED PROVIDED
41.41 CFS
829.00
10YR - 24HR
23.36 CFS
828.44
2YR - 24HR
5.255 CFS
827.23
BMP
ELEVATION
WQv
12,646.91 CF
12,650.00 CF
825.80
SAND FILTER
1,215 SF
1,250 SF
824.00
;via�vp r�aa v.o�ora•ur. I 1 , Y.,t' CI N,;
D s 4 r K' � 1 � �9 � . � � ( •. ' �j � 1 � � ` � I I I \ _,
u rr.wu
/ r
EMERGENCY SPILLWAY' !
1 1 .
BASIN BOTTOMS, INCLUDING SAND FILTER
30X21
WIDE RIP -RAP APRO l I
SURFACE SHALL BE STABILIZED WITH A WASHED -
ARMOR WITH FILTER FABR�C •: : , I
SAND BASE BERMUDA SOD. SODDING SHALL I I I
AND EXTEND TO 5' PAST THE
INCLUDE BASIN BOTTOMS AND INTERIOR SIDE
SLOPES. AREAS OUTSIDE THESE LIMITS CAN BE TOE OF SLOPE. 1 �. I• _ _ 1 I I
\ '
GRASSED OR STABILIZED WITH OTHER VEGETATIVE (SEE DETAIL SHEET BMP-2) _
MATERIALS (FESCUE, PER, RYE, ZOYSIA, ETC.)CD
SANDFILTER #400
TOP OF BERM 830.00 ' ` ; + . �I`. G)
o:4JV, n s I 10 \
SPILLWAY = 829.00 :`9 ,` \ o,
PRINCIPAL WEIR = 828.00
BOT. OF BASIN = 824.00.....�;, ., � � u ; '• _ - ; ,, ;
� .� • it I I - , � �
La
10, E _3 M P A N D F I LIT E R #41 U` 0 _ RIP RAP APRON
WRAP IN GRAVEL TO LENGTH=14.00' MIN.
-IN.r S. PREVENT FROM CLOGGING WIDTH = 16.00' MIN.
DEPTH 13.50" MIN. 5'X5' I.D. PRECAST STRUCTURE
TRASH RACK MANUFACTURED BY 12° PERFORATED RISER PRINCIPAL WEIR = 828.00
TOP OF EMBANKMENT "A" 830.00 PLASTIC SOLUTIONS INC. WITH PLUG &FILTER SOCK
(OR APPROVED EQUAL)
6'
EMERGENCY SPILLWAY "B" 829.00 _ _ _ - _ _ _ _ . TOP OF SLAB-'V" DETENTION BASIN BARREL
58.40 LF 24" RCP @0.86%
4'x4' ID = 7.5' PRINCIPAL WEIR-"C2" 50-YR - 24HR ELEV. = 829.00 I NV. IN: 821.00
FOREBAY TOP OF EMBANKMENT 827.00 - - - --- -- -- pQ -- INV. OUT: $20.50
10YR - 24HR ELEV. 829.44 _ -
0� - - WOv ELEV. = 825.80 FOREBAY TOP OF SPILLWAY 826.00 - ^
m -- /-FORESAY h
2-YR - 24HR ELEV,.= 827.23
0 ° M DER
o
6" ORIFICE INVERT ELEV = 826.00 ��
�� �° SRO NLE�
CLEAN OUT �� CLEAN OUT o
824.00 „r ,, unG i rnrnGpnaoinic °,
RIP -RAP APRON
820.50 -�
ANTI -SEEP COLLARS
(SEE DETAIL)
L11._ll� 824.00 -�
2.50' PROVIDE RIP -RAP APRON
821.50 FROM DISCHARGE PIPE
6" DRAIN PIPE (PERFORATED
0 50' DOUBLE WALL HDPE)
IFICE -"D" ° ° o ° ° ° ° ° ° (CONSTRUCTED @ 0.00%e SLOPE)
� - 821.00
821.00 Rr'.ARIFY RnTTnnn PRInR Tn I INnFRnRAIN INSTAL _I_ATION (DO NOT COMPACT)
FORE'.FOREBAY SPILLWAY
PROVIDE RIP -RAP
■w r M APRON
w
FROM DISCHARGE PIPE
SAND FILTER CELL
SAND FILTER AREA = 30' X 42'
C.O. LOCATION (TYP.)
GRAPHIC SCALE
20 0 10 20 40 8
( IN FEET )
1 inch = 20 ft.
05110/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/20,18
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/0512018
Revision to Storm Labels
5
R. Joe Harrisr Associates, Inc.
Engineering - Land Surveying - Planning
Management
127 Bert Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. A
Corporate Seal Engin "eal
CA
,y., ®off °°°°°°
°° e 9'�'0
®a zgv` o
SEAL - oW� SEAL �
v o � C-4168 , > Z ° ,44299 2 9
A.
SL
l/llllII IIII11 { `
Project Manager
Drawn
J, Hegemann
M. Ali
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
December 5, 2018
_
Asbuilt Drawn
Asbuilt Date
Client
TRUE HOMES, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Millll
Drawing Title:
Sand Filter #400
Project No. Drawing No.
2605
DWG File Name:
2605-BMP Plan
NATURAL GRADE

(!�l(dJlfllLIILJILJlLJ1LJlLJ!lJILIV_1/LllLl Elev. L7
OR AS RECOMMENDED BY MANUFACTURER
(CAN BE LESS THEN MIN. DEPTH SPECIFIED)
SOME FORM OF TRACK RACK TO BE PROVIDED OVER THE 6"
DIAMETER ORIFICE AT SIDE OF STRUCTURE. TRASH RACK DETAIL
SHOWN IS MERELY FOR REFERENCE PURPOSES AND ANY
APPROVED EQUAL MATERIAL WOULD BE SATISFACTORY.
Trash Rack Assembly CA
sil.
FLAT FTRASH TOP OF BERM
6" ORIFICE--\
SPILLWAY
4'
6"
r �
NATURAL GRADE
VARIES � � 4
RIP RAP & F
(INSTALL 5' BEYOND TOE OF
SLOPE)
ou
a
MANHOLE ACCESS
TO BE PROVIDED
PLAN - A'YA' I.D. F�ISEP
6" PERFORATE DRAIN PIPE --/ SCALE: NTS
5'X6 O.D. PRECAST RISER
SCALE: NTS
SAIND FILTER T
STRUCTURE-
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE NORTH CAROLINA SEDIMENT & EROSION CONTROL MANUAL FOR WL'
RIPRAP APRON DESIGN STANDARDS. END OF FLARED SECTION
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED`
SHALL HE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 6:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. B
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT HE ALLOWED.
B. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED. a
8, FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO I END OF APRON
PLACEMENT OF RIP RAP.
PLAN
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR 0 x SLOPE
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.m=d�llol�
V MIN.
OUTLET
L
W
DEPTH
STONE SIZE
Flared End Section #100
16.00'
17.50'
32.4" min.
0.60'
Flared End Section #200
22.00'
24.50'
35.10" min.
0.65'
Flared End. Section #300
16,00'
18.50'
27.00" min.
0.60'
Flered End Section #400
14.00'
18.00'
27.00" min.
0.50'
BMP POND #100 FES
10.00'
11.50'
13.5" min.
0.50'
HMP POND 200 FES
16.00'..
18.50'
13.50" min.
0.50'..
BMP POND 300 FES
27.00'
29.50'
24.30" min.
0.90'
BMP POND 400 FES
14.00'
1&00'
13.50" min.
0.60'
1 MIN..
FILTER FABRIC LAP
(IF NEEDED)
ELEVATION
NATURAL GRAD
no
RIP RAP
° d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax =. 1.6 x d60
T = 1.5 X dmax. LAYER OF FILTER FABRIC _
T(min.)=10"
SECTION B-B
RIPRAP A I -FFALL
N.T.S.
18" MIN.
d
I'MIN.
V MIN.
CLASS B CONCRETE
,- RCP DISCHARGE PIPE
(SEE POND DATA BLOCKS
F FOR PIPE DIAMETERS)
-
V MIN.
B CONCRETE
CLASS
ILI1 �l
=m1-1' DflIN. 1' MIN. TRENCH WIDTH V MIN:
A I® C""LLA
10
\/ADICQ
GROUND
SPILLWA'
J NATURAL
GRADE
TOP OF BERM
SPILLWAY
POND BOTTOM
—.moo„ ""'�" \/ARIFC
SAINU FILTER FOREBAY SPILLWXY
MAINTENANCE ACCESS -
ADEQUATE ACCESS MUS i BE PROVIDED INTO ALL BMP AREAS FOR INSPECTION,
MAINTENANCE, AND LANDSCAPING UPKEEP. A 20-FOOT WIDE PERMANENT
MAINTENANCE ACCESS EASEMENT FROM A PUBLIC RIGHT-OF-WAY MUST BE
PROVIDED FOR ALL BMPS. THE CLEARED ACCESS AREA WITHIN THIS EASEMENT
MUST HAVE A MINIMUM STABILIZED WIDTH OF 12 FEET, MAXIMUM LONGITUDINAL
GRADE OF 15 PERCENT, AND MAXIMUM CROSS SLOPE OF 5 PERCENT, IN ADDITION,
A 10-FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT MUST BE
PROVIDED AROUND THE PERIMETER OF ALL BMPS TO ALLOW FOR ADEQUATE
MAINTENANCE AND REPAIR.
MAINTENANCE REQUIREMENTS FOR ALL BMPs -
BMPS SHALL BE MAINTAINED BY THE OWNER OF THE SUBJECT PROPERTY. THE
FOLLOWING REQUIREMENTS SHALL BE MET FOR ALL BMPS THAT HAVE BEEN
CONSTRUCTED ON PRIVATELY -OWNED PROPERTY AND NOT WITHIN A PUBLIC
EASEMENT.
MAINTENANCE COVENANTS. PRIOR TO PLAN APPROVAL AND ISSUANCE OF A
STORM WATER MANAGEMENT PERMIT, THE APPLICANT OR OWNER OF THE BMP
SHALL ESTABLISH A FORMAL MAINTENANCE COVENANT APPROVED BY THE CITY
OF KANNAPOLIS AND RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS IN
WHICH THE OWNER ACKNOWLEDGES THE DUTY OF THE OWNER AND ALL
SUBSEQUENT OWNERS OF THE PROPERTY TO MAINTAIN THE BMP IN
ACCORDANCE WITH THE TERMS OF THE COVENANT, A MAINTENANCE PLAN AND
SCHEDULE SHALL BE INCLUDED AS PART OF THE COVENANT AS WELL AS A
MECHANISM FOR FUNDING MAINTENANCE AND REPAIRS. THIS MAINTENANCE
COVENANT SHALL ALSO SPECIFY THE HOMEOWNERS ASSOCIATION OR OTHER
PARTY RESPONSIBLE FOR MAINTENANCE OF THE BMP. A HOMEOWNERS
ASSOCIATION OR SIMILAR LEGAL ENTITY HAS THE POWER TO COMPEL
CONTRIBUTIONS FROM RESIDENTS OF A DEVELOPMENTTO COVER THEIR
PROPORTIONATE SHARES OF THE COSTS ASSOCIATED WITH BMP MAINTENANCE.
EXAMPLES OF A TYPICALMAINTENANCE COVENANT, MAINTENANCE PLAN AND
INSPEGTION CHECKLIST ARE PROVIDED IN THE ADMINISTRATIVE MANUAL FOR
IMPLEMENTATION OF THE POST -CONSTRUCTION STORM WATER ORDINANCE.
1 REQUIREMENTS FOR THE MAINTENANCE COVENANTS. BMPS SHALL BE
INSPECTED AT A MINIMUM OF ANNUALLY BY A QUALIFIED PROFESSIONAL AS
DESCRIBED IN THE MAINTENANCE COVENANT. THE PURPOSE OF THIS
INSPECTION IS TO IDENTIFY MAINTENANCE AND REPAIR NEEDS TO ENSURE
THE LONG-TERM FUNCTIONALITY OF THE BMP, ANY IDENTIFIED
MAINTENANCE AND/OR REPAIR NEEDS SHALL BE ADDRESSED IN A TIMELY
MANNER. THE INSPECTION AND MAINTENANCE REQUIREMENT MAY BE
INCREASED AS DEEMED NECESSARY BY THE CITY OF KANNAPOLIS TO
ENSURE PROPER FUNCTIONING OF THE BMP.
2: RECORDS OF INSTALLATION AND MAINTENANCE ACTIVITIES.. PARTIES
RESPONSIBLE FOR THE INSPECTION, OPERATION, AND MAINTENANCE OF A
BMP SHALL MAINTAIN RECORDS OF THE INSTALLATION OF ALL THE
MAINTENANCE AND REPAIRS AND SHALL RETAIN THE RECORDS FOR THE
LIFE OF THE BMP. AFTER INSPECTIONS AND MAINTENANCE HAVE BEEN
PERFORMED, A COPY OF THE INSPECTION CHECKLIST SHALL BE
P & FILTER FABRIC FORWARDED BY THE OWNER TO THE CITY OF KANNAPOLIS WITHIN TWO
WEEKS OF THE INSPECTION.
3. WATERING AND MAINTENANCE RESPONSIBILITIES DURING DIFFERENT
PHASES OF A PROJECT SHALL GENERALLY BE DEFINED AS FOLLOWS,
UNLESS CONTRACTUAL OBLIGATIONS REQUIRE OTHERWISE:
CONSTRUCTION PHASE: DEVELOP ERIBUILDER
BERM PROJECT ACCEPTANCE: BUILDER
-PROPERTY OWNERSHIP TRANSFER: BUILDER/PROPERTY OWNFR
WARRANTEE PHASE: PROPERTY OWNER
OPERATION PHASE: PROPERTY OWNERIHOMEOWNERS ASSOCIATION
DATE ISSUED FOR I REV
05/10/2018 Initial Submittal to Town of Troutman& Iredel County 0
08/10/20'18 Second Submittal to Troutman & Iredel County
09/10/2018 Third Submittal to Troutman 2
11/07/2018 Fourth Submittal to Troutman (Water/Sewer/Storm) 3
11/19/2018 Fifth Submittal to Troutman (Water/Sewer/Storm) Al
12/05/2018 Revision to Storm Labels 5
0 )
Know whars below.
W. No044.&4-A One -Call Center Call before you dig.
Engineer:
R. Joe arris & Associates, Inc.
Engineering - band Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort MiII,S.C. 29708 P: [phone]
wwwrjoeharris.co
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
1
Corporate Seal - Engine el I
®®111111if7fff® f !�®
ESS/p °°�oF ESS/o
Ai°e 0 oQ y
°�, SEAL �� = °W SEAL z<
® > c7 C-4168 ®z ~ r N 44299
�J o
IS& ASSO 011 ®,�(; q 5 L
''®fiflf1111111` �fIfA1111 "
Project Manager
Drawn
J. Hegemann
M. Ali
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
December 5, 2018
Asbuilt Drawn
I :bullt Date
Client
TRUE HOMES,
LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter'si1111
Drawing `title:
BMP Detail
Project No.
Drawing NO.
2605
DWG File Name:
2605-BMP Plan

DATE I ISSUED FOR I REV
05/10/2018
initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & iredel County
1
09/10%2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
Ir A. J�.arris �' ..
Engineering • Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor
to the Authority
having jurisdiction.
I
Corporate Seal
Engin S I
CA
CA
®®®, �o °° ES S/Q°<�OFES,S
j,
Q
® SEAL°a a
p o C-4168 z e z-
0
tw SEAL =I
o �' 44299 zF
�pa'L J
°
i,
Project Manager
Drawn
J. Hegemann
J. Gikesson
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Hate
December 5, 2018
Client
TRUE HOMES, LL
2656 BREKONRI®GE CENTRE ®RIVE,
SUITE 104, MONROE,
NC 28110
P: [phone]
Project:
Sutter's iii ii
Drawing Title,
Storm #101
Project No. Drawing
No.
2605
DWG File Name:
SD-1
2605-Storm Profiles
I

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05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/1012018
Third Submittal to Troutman
2.
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11119/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
t
12/05/2018
Revision to Storm Labels
•-
Joe Harris r
l.. Associates,
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, fort Mill, S.C. 29708 P: (803) 802-1
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
i
Corporate Seal CAVs e,111111,f III,
ik,
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m SEAL z o v - °W SEAL o
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Project Manager
Drawn
J. Hegemann
J. Gikessen
IJepartment Manager
Checked
P. Murphy
IT. Kelley
Print/Plot gate
December 5, 2018
Client
TRUE HOMES, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 281.10
P: [phone]
Project:
Sutter's i1111
Drawing Title:
term 10 1, #102 , 103,
104, 1 , #1067 107,
1 3
Project No.
Drawing No.
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SD-
DWG File Name:
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ISSUED FOV
05/10/2018 Initial Submittal to Town of Troutman& Iredel County 0
03/10/2018 Second Submittal to Troutman & Iredel County 1
09/10/2018 Third Submittal to Troutman 2
11/07/2018 Fourth Submittal to Troutman (Water/Sewer/Storm) 3
11/19/2018 Fifth Submittal to Troutman (Water/Sewer/Storm) 4
12/05/2018 Revision to Storm Labels 5
Bat
mow what's below.
/JotiYwC Ma One -Call Center Call bellore you dig.
Engineer:
R. Joe Associates, Inc.
Engineering - Land SurveyingPlanning
Management
127 Ben Casey Drive; Suite 101, Fort Mill, S.C. 29708 P: (803) 802- t799
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seel Engine Se I
CA R0��� CA R4�
gS�O °° ��9®'�QEZfiF ES /e , L J'®
S °q
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o c> C-4168 ° Z o ^v' 44299 �zs
o?iNc & sv 4 ° �w� ' y ° o
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1//1l1111t1®` 11//U11 6
Project Manager Drawn
J. Hegemann J. Gikesson
Department ]Manager Checked
P. Murphy IT. Kelley
Print/Plot Date
December 5, 2018
Client
U S, LL
2656 E3REKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Sutter's i I 1 11
Drawing Title:
Storm 1, #202
Project No. Drawing No.
2605
DWG File Name:
2605-Storm Profiles

DATE I ISSUED FOR I REV
05/10/2018
Initial Submittal to down of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/1012018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
e Joe a.rris & Associates, Inc.
Engineering Land Surveying' s Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Fnginee tea
CA Ro
sssuaars!���� `
®LESS/p°° o�q�''� ® woe°°OF ESSJ�
M SEAL rev® >W SEAL �o
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Project Manager Drawn
J. Hegemann J. Gikesson
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TFRUE HOMES", LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's ill 11
Drawing Title:
Storm
Project No. j` o.
2605
DWG File Name:
2605-Storm Profiles

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DATE ISSUED FOR REV
05110/2018 Initial Submittal to Town of Troutran& Iredel County 0
08/10/20,18 Second Submittal to Troutman & Iredel County 1
09/10/2018 Third Submittal to Troutman 2
11/07/2018 Fourth Submittal to Troutman (Water/Sewer/Storm) 3
11/19/2018 Fifth Submittal to Troutman (Water/Sewer/Storrn) 4
12/05/2018 Revision to Storm Labels 5
Know whars
N& a CaaaEa k One -call Center C811bolioreyoudig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering ® Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjo(eharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engine ` Se
CA Roieaa®,tuuni°ji
CA
oFESS/0
® a SEAL (0e - >w SEAL =
p o° C-4168 iz�: 44299 �o
AbD`
'✓' � Y° Oa000°° l\� �®� ✓,' OA/ 00000000° °° � ®®
®®'aix'nsner®®� ''®s+ntn
Project Manager Drawn
J. Hegemann J. Gikesson
Department Manager Checked
P. Murphy T. Kelley
Print/Plot date
December 5, 2018
Client
TRUE HOMES, LLC;
2656 BREKONRIDG'E CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's ill 11
Drawing Title:
Storm 204, 2057 #2061
207
Project No. Drawing No.
2605
DWG File Name:
2605-5 orm Profiles t

DA11- ISSUED FOR e� V
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
..
1 t/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
gjneer:
` • ' , Associates,
Engineering ® Land Surveying • Manning
Management
127 Ben Casey Drive, Suite 101, Fort All, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
® 1
Corporate Seal En 'Pr s
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& AS "o Off, v 'L . K
oJJ111101l:Z0 �JJI1�1l1i
Project Manager Drawn
J. Hegemann J. Gikesson _
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client -- —
TR"U E H 0 M ES", LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill ii
Drawing Title
Orm -#208'
7 "2091 #2107
1 1 , 1
Project No. Drawing No.
2605
DWG File fame:
2605-Storm Profiiles

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05/10/2018
Initial Submittal to Town of Troutman& lredel County 0
08/10/2018
Second Submittal to Troutman & Iredel County l
09/10/2018
Third Submittal to Troutman 2
1,1/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm) 3
'11/1912018
Fifth Submittal to Troutman (Water/Sewer/Storm) 4
12/05/2018
Revision to Storm Labels 5
Nwx� Cana "One•Call Center
6.
Know whars below.
Call before you dig
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
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J. Hegemann J. Gikesson
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P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Sutter's Mill 11
Dralpling Title:
Storm 301, #302
Project No. Drawing. No.
2605
DWG File Name:
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05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
I
09/10/2-018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (I/Vater/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
t
12/05/2018
Revision to Storm Labels
5
V%.). Joe Harris♦ Associates,
Engineering Land Surveying o Planning
Management
137 Ben Casey Drive; Suite 101, Fore Mill, S.C. 29708 P: [phone]
www.rjioeharris,.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engi r
`oe��ItirCARo���'e'
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Project Manager Drawn
J. Hegemann J. Gikesson
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE OMEN , LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project
Sutter's ill 11
Storm #303, #30 , 143057
#+3061 307, #303
Project No. Drawing No.
2605
WIG File Name:
2605-Storm Profiles

DATE
�
ISSUED FOR
REV
8�i02U18
Initial Submittal toTown ufTmubnan&|reda|County
O
88U0/208
Second Submittal toTroutman 6|redo|County
i
09n012818
Third Submittal toTmubno?
2
1107/2018
Fourth Submittal mTroutman
3
1108/2010
Fifth Submittal mTroutman
4
1205/2O18
Revision ioStorm Labels
5
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engin S
till
Project Manager
Drawn
J. Hegemann
J. Gikesson
Department Manager
Checked
P. Murphy
T. Kelley
Peint/Plot Date
Client
TRUE HOMES, LLC
Sutter's Mil!
2605

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05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/15ewer/Storm)
L_
12/05/2018
Revision to Storm Labels
5
Engineer-
ft. r Assoclates, Inc.
Engineering - Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 10t, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
—ifPoraie, Seal Engine S l
"AtI111 r 111,1,° )I,11,111
Cq q
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c5 C-4168 o °�' 44299
0
°
Project ManaWer Drawn
J. Hegemann J. Gikesson
Dapartment Manager Checked
P. Murphy IT. Kelley',
Print/Plot Date
December 5, 2018
Client
TRUE , LL
2656 BREKONRIDGE CENTRE ®RIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill 11
Drawing Title:
Storm #402, # 03, #404,
#40 , #406 # 07
Project No. Drawing No.
2605
DWG File Name:
2605-Storm Profiles

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LOWIPT ELEV: 824.28 o w �/ d w v (0 ui
PVI STA:-1+37.80 / `is w > m > w
>
PVI ELEV: 820.23 fn ua m w
EXISTING GR DE K:30,00'�
�VC: 337.30 i
in rn /
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— -- $�5 -- -- — -- - -- -- -- 1 inch = 40ft.
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4 0 2 4
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00 00 00 00 00. 00 00 00 00 00 00
T E. ISSUED FOR REV
05110/2018
Initial Submittal to Town ofi-rroutrnan& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
K.Joe HarrisR Associates, Inc.
Engineering m Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
ww .r oeharris.co n
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engin
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Project Manager Drawn
J. Hegemann J. Hegemarlrl
Department Manager Checked
P. Murphy IT. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOMES, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Sutter's Mill 11
ravving THie:
arkmont Drive Plan
Profile t • 0+00 - 06+25
Project No. Drawing No.
2605
DWG File Name:
2605-Road Plan & Profile

ISSUED FOR
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1 -inch = 40 ft....
I HIGH PT. STA: 9+7157
HIGH PT ELEV: 839.42
PVI STA: '455.86 PVI STA: 10+20,52
PVI ELEV: 831.72 PVI ELEV: 841.02
K: 32.14.
LVC: 22 I5:00 K: 3278
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2 00% K: 3,0.31
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EXISTIN GRADE
�^ - `01
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30 — — INV = 829 90± — — - —
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• 18" RCP
INV = 827.57 18 RCP
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m �
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p INV = 822.89±
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00 00 ao 00 00 00 00 00 00 00 00 00
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09110/2018
Third Submittal to Troutman
2.
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
'12/05/2018
Revision to Storm Labels
5
R. o• Harris Associates,
Engineering ® Land Surveying Planning
Management
l27 lieu Casey Drive, Suite 10,1, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
i
Corporate Seal Engine Se i
�FESS/0*1
SEAL i L �o
o C-4168 o z " a� 44299 z°
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Project Manager
Drawn
J. Hegemann
J. Hegemann
Department Manager
Checked
P. Murphy
IT. Kelley
Print/Plot Date
December 5, 2018
Client
HOMES,TRUE LLC
2656 BREKONRIDGE CENTRE DRIVE, '
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's i I 1 11
Drawin ,3 itie:
Park ores Drive Purl
Profile ta° 06+ - 7+ 0
Project No,
Drawing No.
2605
m
DING File Name:
2605-Road Plan & Profile

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DATE I ISSUED FOR
FIEV
f
below.
beforeCall you dig.
R. Joe Harris & Associates, Inc.
Engineering Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
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Project Manager Drawn
J. Hegemann J. Hegemann
Department Manager Checked
P. Murphy IT. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOMES,LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Millll
Drawing Title: �—
r mont Drive Plan
rofile Sta. 17+5 -25+55
Project No. Drawing No, —
2605
DWG Pile Name:
2605-Road Plan & Profile

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05/10/2018 Initial Submittal to Town of Troutman& Iredel County 0
08/10/2018 Second Submittal to Troutman & Iredel County 1
09/10/2018
Third Submittal to Troutman 2
11/07/2018
Fourth Submittal to Troutman (Wafer/Sewer/Storm) 3
'11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm) 4
12/05/2018
Revision to Storm Labels 5
s
s a
- i
Know what's e ow.
N wY' Canoe rw One•Call Center Call before u dig.
R. Joe Harris & Associates, Inc.
Engineering ® Land Surveying a Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: (803) 802-I 199
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engi S&I,
B jlllr`,,,
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Project Manager
1 Drawn
J. 's-Hegemann
i1 Department Manager
e
MurphyP.
Kelley
Print/Plot Date
December 1
Client
TRUE HOMES,
LLC
• r •
SUITE 104, MONROE,1
04 8•
Project:
Sutter's Mill 11
Drawing Title: - Fairfield Drive Plan & Profile
eta. 00+00 - 11 +25
Project No. Drawing No.
2605
DWG File Name:
2605-Road Plan & Profile

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ISSUED FOR
05/10/2018 Initial Submittal to Town of Troutman& Iredel County 0
08/10/20,18 Second Submittal to Troutman & Iredel County 1
09/10/2018 Third Submittal to Troutman 2
11/07/2018 Fourth Submittal to Troutman (Nlater/Sewer/Storrn) 3
11/19/2018 Fifth Submittal to Troutman (Water/Sewer/Storm) 4
12/05/20•18 Revision to Storm Labels 5
Know what's el i ,
N ewut+:o.,a One -Call Center Call before you dig.
Engineer:
R. Joe Harris & Associates Inc.
Engineering ® Land Surveying ®Planning
Management
127Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rioiaharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
n
Corporate Seal Engine i
cARor •,, �Noj ARO�
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Project Manager Drawn
J. Hegemann J. Hegemann _
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOME0, LL
2656 BREKONRIDGIE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
P" a j ect.
Sutter's Mill 11
Drawing Title:
Fairfield Drive Flan & Profile
Project No. Drawing No.
2605
DWG File Nalne:
2605-Road Plan & Profile

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05/10/2018 Initial Submittal to Town of Troutran& Iredel County 0
08/10/2 018
Second Submittal to Troutman &Iredel County 1
09/10/2018
Third Submittal to Troutman 2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm) 3
11/19/2018
Fifth. Submittal to Troutman (Water/Sewer/Storm) 4.
12/05/2018
Revision to Storm Labels 5
Ifil
IV CRnaEvH! One -Call Center
Engineer:
Is.
Knowwhat%below.
Call before 1 `;dg,
R. Joe Harris & Associates, Inc.
Engineering ® Land Surveying . Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
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Project Manager
Drawn
J. Hegemann
J. Hegemann
WepartmentIIp Manager u I
Checked
P.Kelley
print/Plot
•- •_ 1 18
Client
TRUEHOMES,
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 14 • •
1
1,, •
Project:
Sutter's Millll
Drawing Title: -
Fern Large Plan & Profile
Sta. 0 +00 - 06+88
Project No. Drying No. -
2605
DWG, File Name:
2605-Road Plan & Profile

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05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08110/2018
Second Submittal to Troutman & Iredel County
I
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
I Engineer:
R. Joe Harris & Associates, Inc°
Engineering . Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engin, ° e I
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Project Manager
Prawn
J. Hegemann
J. Hegeman-n-
ar � Manager 1
P. Murphy 1T.
Kelley
Print/Plot Date
Client
TRUE HOMES,
LLC
ZiWt,- • r - �-
SUITE !4 MONROE,1
.4 - 8-1229
Project:
Sutter's ill 11
Dravring Title:
Mansell Leas Plan & Profile
Sta. 00+00 - 04+52
Project No. Drawing No.
2605
DWG Fine Narrle:
2605-Road Plan & Profile

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ATE I ISSUED F- OR
REV
05/10/2018
Initial Submittal to Town of Troutman& iredel County
0
08/10l2-018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
1'1/19/2018
Fifth Submittal
tt to"1 routman (Water/Sewer/Storm) :
4
12/05/20.18
Revision to Storm Labels
b
in
Know what's
N C�aaaP 3.a Orie-Call Cente Call before you dig.
R. Joe Harris & Associates,
Engineering ® Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
i
Corporate Seal Engin r' Se
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Project Manager
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Department I Manager
P. Murphy iIiT.
Kelley
Print/Plot Date
December t
HOMES,Client
TRUE
IIII BREKONRIDGE CENTRE DRIVE,
SUITE 04 MONROE,28110
01
Sutter's ill 11
Drawing Title.,
Forbes Leas Plan Pr0 lle
Sta. 00+00 - 0 + 1
Projiaci Not Drawing No.
2605
DWG File Name:
2605-Road Plan & Profile

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PROP. 4" RCP 40 0 20 40
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0+00 1+ 0 2 00 3+00 4 00 5+00 6+00 7+00 8+00 9+00 10 00 VER. SCALE:
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H-V
05/10/20,18 Initial Submittal to Town of Troutman& Iredel County 0
08/10/2018
Second Submittal to Troutman &IredelCounty
1
09/10/201 8
ThirdSubmittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storrrl)
It
12105/2.018
Revision to Storm Labels
5
Nod ",A one -Call Center
Is.
Know what's be
Callbefore you dig.
R. Joe Harris & Associates, Inc.
Engineering ® Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Port Mill, S.C. 29708 P: [phone]
r
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction,
Corporate Seal Ent' r' S I
®LESS/®�a°%Gy, a4®Q�pFssioN,�y''�
f m SEAL m ow SEAL
0 oe:S C-4168� o Z o 44299 �zo
S& ASS .,���jq S L . `0
°f,4e to t t 110, °°®ere p e o`m®
Project Manager Drawn
J. Hegemann J. Hegernann
Department Manager Checked
P. Murphy IT. Kelley
Print/Plot Hate
December 5, 2018
Client
TRUE HOMES, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Sutter's Mill1I
Dratd+vin Tiil✓e:
Benford Drive Plan & Profile
Sta. 0 +00 - 11 +25
Project No. Drawing No.
2605
DWG File Name:
2605-Road Plan & Profile

DATE I ISSUED FOR
0511012018 Initial Submittal to Town of Troutrnan,9, Iredel County 0
08110/2018
Second Submittal to Troutman & Iredel County 1
09/10/29018
Third Submittal to Troutman 2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm) 3
'11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storrn) 4
12/05/2018
Revision to Storm Labels 5
Know whars below®
One -Call Center Call before you dig.
Engineer:
E 2 M = IT, —MM rce 17, 1
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. A
Corporate Seal Engl
0011111111111i rl I
CARO '0, C..
SS
/0
o.
M SEAL SEAL zo
44299 OF
0� �•,;'�'�/
0
tiSSI Z
011 III I I I S I I I I 14 V4,Kfl
Project Manager
Drawn
J. Hegemann
J. Hegemann
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUEHOME S, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's all 11
Drawing Title:
Benford Drive Plan 0& Profile
Sta. 11 +25 - '12+42
Project No.
On-avving- N10.
2605
P — L 10
DWG File Name:
2605-Road Plan & Profile

rWA
05/10/2018 initial Submittal to Town of Troutman& Iredel County 0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
R. Joe Harris Associates, Inc.
Engineering ® Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
WW .rJOE,,harris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engin a
."%%J, C�r��� ® as r,,
CA(�RD/ �•,
®�i®e°6do- �.S S/ aO\" O 1.S7�° \�o✓
®� m SEALS o = ®W SEAL o —
f� o C-4168 �o zy' of `44299 =°
Project Manager Drawn
J. Hegemann J. Hegemann
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOMES, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter'sMill 11
DrEnving Title:
Carmine Court Plan
Profile Sta. 00+00 m 03+84
Pioject No. Drawing No.
2605
DWG File Name.
2605-Road Plan & Profile

3/4" NYLON STRAP OR TREE BRACE --\
STRAP W/POLY OR HEMP ROPE GUYS
(WHILE RECOMMENDED -STRAPS ARE
OPTIONAL)
TOP OF ROOT BALL TO BE 2"
ABOVE FINISHED GRADE
(DON'T PLACE ADD. SOIL OVER
TOP OF ROOT BALL)
Vx2"x12" WOOD STAKES
W/CENTERED 3/8" DIA.
HOLE
FINISHED GRADE-\ /
--6" SLIP KNOT WITH STOP KNOT
MIN. 6" LARGER THAN TREE DIA.
TAPER MULCH TO TRUNK OR
LIMIT MULCH TO NO MORE THAN
4' OF DEPTH @ TRUNK
4" LAYER OF MULCH (MAX.)
4" HIGH WATER RING OUTSIDE
OF BACKFILL (MAX.)
NATURAL SOIL
(� - j- REMOVE TOP 113 OF BURLAP
� , � gF ; _ i
(AMEND AS NEEDED) _ I �_ L� MY E r. - FROM BURLAP & BALL TREES
REMOVE TOP 2/3 OF WIRE
BASKET(WHEN PRESENT)
PLANTING MIX 36" MINIMUM
(AS SPECIFIED) 48" OPTIMUM
VARIES
T i
(FOR SINGLE AND MULTI -STEM TREES) `�/\x/ X
1. FLUORESCENT TAPE/FLAGGING IS OPTIONAL TO DEMARCATE TREE STRAPS (WHEN USED).
2. USE OF TREE STRAPS ARE OPTIONAL, BUT RECOMMENDED, WITH EXCEPTIONS. /
3. TREE STRAPS SHALL BE USED WHEN PLANTING ON SLOPES AND FOR LEANING TREES. \
4. FOR MULTI -STEM TREES, STRAPS (WHEN USED) SHALL BE TETHERED TO SEPARATE STEMS
STRAPS SHALL NOT BE TETHERED TO A SINGLE STEM)
5' NATURE TRAIL
ACCESS TO GREENWAY
(HOA MAINTAINED)
FEMA FLOOD
HAZARD BOUNDARY
ZONE AE
10' PAVED GREENWAY
ON GRADE DEDICATED
TO PUBLIC
GENERAL NOTES - PLANTING AREA REQUIREMENTS: -� - -
TOPSOIL/PLANTING MIX: 1. WHERE PAVEMENT CUTOUTS ON RENOVATED SITES ARE REQUIRED AND/OR WHERE NEW PLANTING LP -
STRIPS ARE REQUIRED, ALL PAVEMENT, CONSTRUCTION DEBRIS AND GRAVEL SUB -BASE MUST BE o
REMOVED AND REPLACED WITH 24" OF TOPSOIL/PLANTING MIX OR EXISTING SOIL MAY BE LOOSENED / i P_$
TO A DEPTH OF 24" AND AMENDED TO MEET TOPSOIL STANDARDS. e o
2. SOIL IN ALL PLANTING STRIPS OR ISLANDS, WHETHER EXISTING OR NEW (ON NEW OR RENOVATED /,� 3 `zz utters MITI II
SITES), MUST MEET THE MINIMUM TOPSOIL/PLANTING MIX SPECIFICATIONS. SOIL AMENDMENTS OR LP_ / P®6 °
FRESH TOPSOIL/PLANTING MIX ARE OFTEN NEEDED FOR PLANTING AREAS AT SITES WHERE ORIGINAL
TOPSOIL IS OF POOR QUALITY, HEAVILY COMPACTED OR WHERE TOPSOIL HAS BEEN COMPLETELY / F o
REMOVED DURING GRADING ACTIVITIES. / -°weyCD
3. TOPSOIL/PLANTING MIX SHALL BE NATURAL; FERTILE, AGRICULTURAL SOIL CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH. IT SHOULD BE OF UNIFORM COMPOSITION THROUGHOUT, WITH A MIXTURE / "'' \ �
OF SUBSOIL. IT SHOULD BE FREE OF STONES, LUMPS, LIVE PLANTS AND THEIR ROOTS, STICKS AND / \
OTHER EXTRANEOUS MATTER. TOPSOIL SHOULD NOT BE USED WHILE IN A FROZEN OR MUDDY
CONDITION. ® / �co a
® ® r ---- -"" od d
4. TOPSOIL/PLANTING MIX SHALL HAVE AN ACIDITY RANGE OF pH 5.5-7.0 (OR AS RECOMMENDED BY SOIL ® gailwinds R 01e`1 �es�
SCIENTIST, LANDSCAPE PROFESSIONAL, ARBORIST) AND THE FOLLOWING COMPOSITION: -°
CLAY (RED CLAY - WELL PULVERIZED) - MIN. 10% & MAX. 35% - - J
COMPOST /o - MIN.
° o -LP-4
SILT - MIN. 30 / & MAX. 50 0 0 / LP -
COARSE SAND (FREE OF ROCKS) - MIN. 30% & MAX. 45% LIP
* ORGANIC MATERIAL SUCH AS SAWDUST OR LEAF MOLD THAT HAS COMPLETED THE DECOMPOSITION VICINITY MAP-N.T.S.
PROCESS. c
y Map
5. ALL PLANTING AREAS SHOULD BE TESTED FOR PROPER DRAINAGE. DRAINAGE SHOULD BE CORRECTED
AS NECESSARY TO ENSURE PROPER TREE GROWTH AND SURVIVAL. THE FOLLOWING LEVEL OF
NUTRIENT ELEMENTS IS RECOMMENDED FOR PROPER GROWTH: GENERAL NOTES - TREE PLANTING:
CALCIUM - 55% - 85%
MAGNESIUM - 10%- 30% SINGLE STEM TREE: 1. ALL TREES ARE TO BE NURSERY GROWN, BURLAP AND BALL PREFERRED. MINIMUM TREE SIZE IS 1
POTASSIUM - 5% - 8% CALIPER (MEASURED 6" ABOVE ROOT BALL), 8' MINIMUM HEIGHT.
WATERING: 1. ROOT BALL SHALL BE THOROUGHLY WATERED BEFORE PLANTING/INSTALLATION. 2. REMOVE ALL TREATED OR PLASTIC -COATED BURLAP, STRAPPING, WIRE OR NYLON TWINE FROM ROOT
2. WATER ALL PLANTS THOROUGHLY IMMEDIATELY AFTER INSTALLATION. BALL. AFTER SETTING IN HOLE, CUT AWAY TOP 2/3 OF WIRE BASKET; IF PRESENT, AND TOP 1/3 OF
BURLAP.
3. PROVIDE SUPPLEMENTAL WATERING AS PRESCRIBED BY LOCAL ORDINANCES OR AS RECOMMENDED 3. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. FOR MULCH, USE PINE NEEDLES OR
BY A LANDSCAPING PROFESSIONAL. SEASONED MULCH (4" MAX. DEPTH).
4. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE WRAP PAPER (OPTIONAL).
SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY.
5. STAKING IS OPTIONAL. RUBBER HOSE AND ROPR OR WIRE FOR STAKING IS NOT RECOMMENDED. NO
`. WIRE OR ROPE IS TO BE IN DIRECT CONTACT WITH TRUNK. REMOVE ALL TRUNK WRAP, TREE STRAPS
\ v AND STAKING WIRE OR ROPE AFTER ONE GROWING SEASON.
EXISTING STREAM / . �
~x: 6. GUY WIRES ARE NOT PERMITTED IN THE STREET RIGHT-OF-WAY.
AND 25' BUFFER 10' PLANTING STRIP / / 7. ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1, "SHADE AND
v ,---- l
FLOWERING TREES"). FOR EXAMPLE:
CALIPER: HEIGHT (RANGE) HEIGHT (MAX.) ROOT BALL DIA. ROOT BALL DEPTH
211 12' - 14' 16, 24" 16„
3" 14' - 16' 18, 32" 21 „
,
I 143 I 142 � -�_ MULTI -STEM TREE: 1. ALL TREES ARE TO BE NURSERY GROWN, BURLAP AND BALL PREFERRED. MINIMUM TREE SIZE IS 8' IN
I 11141 140 Z ` t� HEIGHT, WITHA MAXIMUM OF THREE TO FIVE STEMS OR TRUNKS.
25 UNDISTURBED 2. REMOVE ALL TREATED OR PLASTIC -COATED BURLAP, STRAPPING, WIRE OR NYLON TWINE FROM ROOT
I 13 138 s �`' STREAM BUFFER BALL. AFTER SETTING IN HOLE, CUT AWAY TOP 2/3 OF WIRE BASKET, IF PRESENT, AND TOP 1/3 OF
I
f j / 137 BURLAP.
3. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. FOR MULCH USE PINE NEEDLES OR
SEASONED MULCH (4" MAX. DEPTH).
4. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE WRAP PAPER (OPTIONAL).
SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY.
5. STAKING IS OPTIONAL. RUBBER HOSE AND ROPR OR WIRE FOR STAKING IS NOT RECOMMENDED. NO
WIRE OR ROPE IS TO BE IN DIRECT CONTACT WITH TRUNK. REMOVE ALL TRUNK WRAP, TREE STRAPS
_ y' 134 AND STAKING WIRE OR ROPE AFTER ONE GROWING SEASON.
168�11 ��„�� � w, � / 133
7 46', y r 6. GUY WIRES ARE NOT PERMITTED IN THE STREET RIGHT-OF-WAY.
/ 169 „' _� 132
131 7. ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1, "SHADE AND
J
100 FLOWERING TREES"). FOR EXAMPLE:
J (` 147 HEIGHT MINIMUM ROOT BALL DIAMETER MINIMUM ROOT BALL DEPTH
% l e L101 8' 22" 15"
99
SHRUBS. 1. ALL SHRUBS ARE TO BE NURSERY GROWN (DECIDUOUS OR EVERGREEN) AND SHALL MEET OR EXCEED
_ THE MINIMUM PLAT SIZES AT THE TIME OF PLANTING
Cos 102 / �►`'� 129
149 98 / M _/`1 DECIDUOUS 18" (HEIGHT)
EVERGREEN 18" (HEIGHT) OR 15" SPREAD
- �/ 103 (� 128 /ram
,
97
_ / 130
\ y. o % 127 �- f PLANTING TABLE
151 �/m �_.!_� 96
25 LF PERIMETER BUFFER
__1 sa -� � 105 126
PLANT SYMBOL DESCRIPTION STREETS
95
/ � _._�
PARKMONT DRIVE (84 Trees)
_ FAIRFIELD DRIVE (69 Trees)
f° ! ..% 125
153 `` r u FERN LANE (23 Trees)
I _ 106 _ �, _',, _; MANSELL LANE (18 Trees)
94
-- i - / WII IOW Oak FORBES LANE (34 Trees)
L- -1 ; :_ �A= -- L ! l ,1 1 r - ^� �, BENFORD DRIVE (44 Trees)
t{ 124 f I l `\ CARMINE COURT (19 Trees)
- 1 93 f 122 I I121 120 / � " � \ 1. RECOMMENDED INCLUDEDV LI A NAPPROVED I NOTES: MM ED SPECIES IS NATIVE TO NORTH CARD N AND FOR USE AS
156 155 154 1 , m i I 108 I 123 - 119 _ 92 - STREET TREES.
v �._ ___� - -� (_ --- =-� - 1, .I -_t _ / 118 -\ \ 2 SEE IREDELL COUNTY UNIFORM DEVELOPMENT ORDINANCE PLANT MATERIAL CATEGORIES FOR
:- -..: 1 / / ADDITIONAL, APPROVED SPECIES, SUBJECT TO APPROVAL BY OWNER.
109 _""'-�•i
CARMINE COURT -�_``
I I ' 1I I u _ _i 91 _I� (6tv) J /�/
" , / COS
FERN LLANE --
- -(60'AI') 117
--�
go
1. CONTACT THE CITY OF STATESVILLE FOR PRE -PLANT
44
INSPECTION PRIOR TO THE BEGINNING OF PLANTING STREET
II I ° • m °'i ~I 111I 113 114 115 I 116 /
89 -. _I__ <. \ / , v'��\ TREES.
I 85 86 $7 z -I-� --- --- - �` - \ �/ _ ,� ; 2. LOCATION OF TREES MAY VARY, BUT MINIMUM NUMBER OF
I I I - / \\ 46 / \ TREES AND SIZE SPECIFIED MUST BE INSTALLED BY BUILDER
I 112 _ _ - 47 \ \ ;: I PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
$8 3. TREES WITHIN SIGHT TRIANGLES TO BE SINGLE STEM AND
N oO� 49 , \ �i LINED FROM GROUND TO SIX FEET.
-1 F( i 4. 1 TREE PER 40 LINEAR FEET. (MAX. 50' SPACING BETWEEN TREES)
1 r, , v � < /,, COS
I I m 55 IF
54 ` 53 I 52 \ ,..j " !\, \�
I I I II 62 61 60 59 58 57 56
I i
-_- �. --.�i- t 4'-� I' ` a,i t. ,v t � t�+ ` `� 4.1 \
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36
34 35
27 28 29 30 31 32 I 33 \ \ \.; \;
21 22 23 24 25 26 '\, \ -- GASLINE EASEMENT
,
� •,, `.. �\ `\� \ ,'� \ � �y� ram_:_\ � �`�•-' NC CRID
5' NATURE TRAIL
(HOA MAINTAINED)
GRAPHIC SCALE
-100 0 50 100 200 400
( IN FEET )
I inch = 100 ft.
D s E I ISSUED FOR I REV
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
1,1107/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/0512018
Revision to Storm Labels
5
Joe Harris & Associates, Inc -
Engineering • Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rioeiiarris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engines e
CAR��'o, CAAQ
`® oe000 u I, ®1 000eeoeo d,
01 �o OF ESS/0t�eQ�pF ESSjQ�e;
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�� D S °�AI S L.
AS , 11 '''olln1n t r
Project Manager
Drawn
J. Hegemann
J. Hegemann
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
December 5, 2018
Client -
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill 11
Drawing Title:
Overall Landscaping Plan
Prof `ot ilri.
Drcf,'tfilig 111ll.
2605
D'I;G File Name:
m
2605-Lanscape Plan

M —
:SUMMARY OF SEWERMAINS AND MANHOLES
SIZE LENGTH SIZE LENGTH
8" PVC 17.480 LF 8* DIP 1717 LF
TOTAL NO. MANHOLES- 48
TOTAL NO. LOTS SERVED- 189
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Engineei ing - Ui nd urveying i Planning
Management
I;TIka C&Lry I�rht• srhr I(1I. Ftrl MCC IL[• _%rm P ;�I �ar�•r��
www.rjoeharris.com
Th* dr9y iN shrall not W uSEd lar wngteu.1Ior%ptupmAa untl tni�
scpl and Bignature of the reepona+ble ragLMM apoears qn ih$
draw+ng. and prIglr parmrt fpfM d1d mlat*¢fi3$B art lrarlsmt..S90
by tht Owner. OwrW05 Agarrt or ConNwDr 0 Ihl� Aldholdy
hewlrQ r_Ir'sdkWn
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J, Hegemann J. Gifkeason
Coorfrrmrrl Mmuger Cnecw.d
P. Murphy T. Kelley
Pro I Plal rime
FebrUaPy 4, 2019
•:,I, a111
TRUE HOMES, LL
2656 13REKONRi DGE GENTLE DRIVE,
SUITE 104, MON ROE.. NC 2:5110
P- [phone]
Prnj�-ci:
Sutter'sMill 11
brawinq Thla:
Overall Sanitary Sewer Plan
" inch = :50 ft
Ptojiw ft.
2605
OWG Flla ham#!
2605_Water & Saym
Flan
are mining NO.
UP-1

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� $" P WA AIM
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16 LF WATEF , IN
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le GUS
1 r
ISIS
Water Lines - General Nis � U DO - Appendix BAAa):
10 Stall L-I ar as cQ4i I
2) Standard depth or moor to be 42 1n,"Ma9 I x-I art vaiwa o= hydrant "bons or
# Oher speed 9illPI Cvnr is bflo l OD Gkonlion aolow edge or pe4err*nt or 83
++r1II;MW On the plarl9,
3) PmMide pQu n d in pUm [wnrlt-I pMt t 24`- s 24" x 1I at ail vahe bamrs.
4) Erdwaierli fprwtueboma, when required, arq W t!e WI 6ftai.
5E AN p,a,rwmrle cuts, wncmte or saphails. arch h3 tvw raplaGm acimrdf+lp Io Rhe
alend8rd 4eelifs ter" required by the Nu tft Comlir ra 0epar1mena of Trafl%xK Ilion
Sf Pa4emeM CUL* e* 1P b+a replaced Inxnedisll* A%r IDmsN Fp of In"I em either
w M pom%sr*M replet&nent gr ;i iempore fy replaee"o of 10- of bass
Tj Repairs to maln banks.
rA. Solid shyuw Z W vAd rot cdnr'tinarrg sp,gor eme shrill be or the I baAy
b ✓!ell repadd5hall lie irvW" Gyp fhB 70M Lerbrehidfling
aj An any v15I. _e where it will he napI ba hs4t` the w2j7er shut o0 on ryI
frliiiA9 In order 0 make a li$-iq. the fhul oRmuel bq done ayeTdwil III and
fedJ- uled d$ r ewm in Miloance
a) When a wa%r II irk trasses an ow lawig *a*& eft am, tka wrrrr-9cWr ra I rephrroe dre
%&Amr dip* KAnning fht� ditch wth diiO49 pipe whey the following c4 Wftna o=r:
a. Arlylirm # wt%r rr►aln Is i4smFed lender P ars'+r@r -I In.
1 b. Yuen a *Mew m* I!; vIIII a wooer ruin anti Ilse varlical dziterhm betl~ the
twgFWmg4 trot If393.
1 D1 V&Ier rrLpin:s shall be ih&I&kA w&h p mmunum 011 U hethunral spparphprt frm
v 1 ffen+8r lines. unI 4their4i9eallied byihs 81ete. 441II INS III nos passtaI ps
deherrrI by 1W Slits. WE the wale) hu and swmr Iirr2 Mail: tie duvila iron.
11 i 4ipir orbea 0ali tia dflalfile,d ar4 hydrorslelralp eesled m .Rrwrdano* %I all
JA — _ — -: 3ww VI Town *WirertiBn.ls.
FIRE HYDRANT I (� " PVC YEA #IN
EE MB Y } �" R�.1�. 75 I f N TO TE E) 165
r
LF - Er'PVC TER
�� �€ �" TEE(EX. 8.0. TO F. S-SE 6 � � � 1 I - — _ �� '�•� � � LF VVATE 154 �
t
r � T�
LF r. ATIQIAt1 I I I PF E FIRE HYDRRANT •�: ti �-
I (TEE T j) G.V.) IRR
�LY Y� 1
74 I DATE177
&
i — I I F`# T
77
I 73 l 315 LF - 5" 'I IAA1l�
r
— 1 I �_ —Wpm= + -.� -� �!' Fes " J}SIC EE TEE TO 7 8a
'%%
f I t -N.
�39 LF - �" R WATER 1 -� - �� �� S LF - 8" PV Ti=RMAIr+J
z— y — 335 LF - $ P'14+wATEF�IN ��
0,204, (.V. TO T 17s
M f 1T7
+ I
'11 , T1 I I I + 174 � INS. �
�' L �� ATERMAIN
f EE T } ,
171 G1{
- 5" PVC it IAI 176
1
I
I
i
I
LF - 8" PVC WATERMAIN
�G V. TO F_H_ ASSEMBLY)
VICINITY MAP - N.T.S.
SU MMARY OFF VVATER MA INS & FI RE HYD RANTS
IZE
LENGTH SIZE
LENGTH
B"(PVC)t4,
660 L-- $" J�f C)
12.072 LF
6"(DIPA
±460 LF 6"(DJP)
±36 LF
+" (PVC)
±%3 LF
TOTAL NO.
EI R E HYORANTB: 5
TC)TA L NO
OF SERVI-C E: 1 B9
IOW
I I W # I ti E TR� -- - P �IVATEKMI .-
+
'12 I r II 7� I r a ( 1 F$ I 1� f' B* ( R3 F_W. A E
F- +
f 1 I + I F1 3 I I 11
I I W 1al 42 1 '
— POSE FIE RA
y
4 T L fi
� � �-- — - - �- -- � — '— � � � TEE T� �.�.� ELF � _ ��1�' Ilk
14
r 1 r 7
l I 1 5 LF - 6" PVC WAT RM I ��F F; f I� � � Ire
, N �t
"-- - - - - T - � — - r �I5S LF - TIER IN �y � �a�em,1
4000
I f 1
I # 1 Ir G.U.E. � 1 /
165
Me I J iB1
- -- z in
PROP. R x 5 TEE1415
+ti
1 1 -11. I 84 r 1 i ti lea
3t
RT
�G V. TO F H.)
k ' I 144
187 I � r
E I l -ILLJ J156
(TYPI) _
Li -I 15S P O E FI E NYDRAr�
' A SEMPLY 785
_� — _ �� � L � � I � �
II a 1 _ EMBLYj ,� f 7 LF - 6"
g4T
I ,
I *, 3 r`�j I I 1 { �~F.M-I. ASS t F.H. +
LF 6r P WAT� RMAIIr� —` 87 1 f f { 1
_TIBL,r I —a 154
(Fa.V. 0 TEE) � ' 'fk _. - � - �� � i - F 151
_ TO TEE
7-1
J
LAN.��
p --'__ S I.F - IVATEI 149
1 — — its 8' G. V.
148
P P. a"x6"TEE`-
147
5 LF - 'PVC WATERMAr i I _ . :. _ �, �
RR FIFE I1Y 14g+
1 _TEE TO�.V. � � $� � ~ ���� � 140
_ �r,,
- Llx
PROPOSE E IRE HYDRANT �`�
AS EMPLY I I I S L ? } -
%I
1 LF - B" F 41w, TER14�41N j "u I t 1 B 8� 6"-pv E AIN
epi
93
{
�, # �" .—` � � � T>c O.V. � — - EF�lVIAI�I � + I1H � �' •. '� �;"' �-
23 n J I f , GRAPHIC SCALE
PROP. 6' TEE (G.V. TO T S5 , � -%.1 TE AIN
5" Rtif MAIN 6" TEE 1N FEET }
2 z - - --
I r s .tit, To TEE),,�' 13 l inch = 50 ft.
1\
DATE
I ISWE D FOR I
REV
1111 OrA 78
1ANiehSuhmfH;pllo Tuwn of Tratrlo nn& Itedol{:ounty 0
0111;1 DV2018
5ecanq Sutirnfttal to Tro+rlmarl $ ItI County
1
O l UM 10
Them Sutrnlftal to Fi0utrnarl
2
1liI3
F4iUrih Subtn11La1 It} Trb.Ilrn2n I'vaWrf6@*9rIS"a
3
11 ri B'2018
Fift Suhrnithpl to irDphnorl (V aierr5er&arJ3fiarm)
:1
12i0SIM B
Ravi;III n tq SWrm L WI
5
UrUnbl$
IRwji apn !4 Fire H"rard LaybuI
9 i
AI 41a %mtr.L t}M-�II itQrtlpr
Engi rm*i
R. Joe Harris & Associates, Inc.
Engineering i LaJ. d u Y r I - Planning
ManWme 1 t
t:' �• • : I:- ., ...,, •l. Fa! Mh X.'-s�f.a P i301I d l-llw
www.rjoeharr-is.com
TII dtarwng ;hpt n*t M WAIJ ror carTsimcllon purpow* urdil the
seal and wgnahw*41he rimponBIGIe No dtrant apAears pn rnp
dra*ing, and prtopor prrrnd treats aN ee died dteS ara "Imrtln.iMad
bV Me C}w rei, 1I i5,gent ar C"Iracbor to the A-ut}Ic*ky
h,pving 1urQdiebort.
GorpOrfl:it peel
Engrnear's Sead
*ys�ti%Iktlllllr++r
5 y kxA ff�f"
Sill114Irfaj
*�;ryeCA
-' I$Sfr+''fE3'';g
- -
=
=
SEAL
C-4168fp
iIIISEAL �'
03E8 G }
IS i t
ff -ili .
•,y.R j �!
f� f {j +YFl4.i. ►T
,,yy *i
X %
1, *�
�tiw#
1+xrrrlli'Illll% 4"I'o�
PrapKi Menaget Drawn
.1_ Hegemann J. Gilkewwn
Ceporim+rrl Marleger Gheckod
P. Murphy T. Kelley
�l i.rt PIa1 Dom
February 4, 2019
GIISnI
TRUE HOMES, LL
2656 BREKO N ICJ CGE CENTR E D R IVE
IS UITE 164, MON R CAE, NC 28116
R= (704) 23&122 J
Project-,
Butter's Mill 11
DT;awi n 9 T141e ;
Water Ran
Prap ut ND
2605
D)NG JriI o N;i9-A:
211_11'VI3 Sewer
PIan
Drawlrlg No,
UP-10

F.H.
147 now-
'r
62
-- �A 145
' PRO �F -E Hy T
- - - AS SLY
2 I I
— EkeL
IL- I %I
' r 2 frT-CF-- 1l EF I N�
r m i
24 f J IS LF - " C YVATER
i -
LF RM ICE!
(. . TOTE
137
I LF - r PVC 1NAT MAIN l PR X 0" TEE + � � - � '``� � � � � (TEE TO ES,V.)
�+
I � � � .I + 77i � � 11� + I � � i� � r
5 IF-136
G"-1.ATEPJMN _ I I I 10T r
- 5 LIF14VGWATE 1� + 5 LF � ,1�I+ATEF MAI
58'' (TEE T }.V. T .--
. Col�
P*P. $" E" TEE -�� J� ? �`''' • -
- - _ - f 105
5IIV $" +f:>!Ia'aTERMAIN 'a pt - -�- *�_�_ � -104 r
- E ENFORD DRIVE .3? ER SERVrl 103 �
t 23
- 1
27 + 5 LF - 0" PVC WATE RMAI`N �� � � � � � �
-j f _ - -40Q :SE FIRE 11
1
$ + I I �7 f 11 C_#O PR P. �' LF - 1rr 'ATCRMAI N a
I + L _ �
1. Y .' TL r r
x' IEIJC 60 LF - B" ,,MAIN
r - I (-I TO H,� a���.TE A � IRS ��� f
� 5PVC WATCRMAIN �
1 114 Ilk R
� WATER SEF�'V1C I � � � � 1Fr+I i tGm 't � r
I ` j J � ��
ELF SATE
! LF-�" 1IwATER { J
(G.V. TQ F-H. ASSEMULY) .� I vs I {ss
�� r �+
f k_f
55 j I T f7-I � ! 1
I � _ '� I I -� �D LF 8" Vw AI N
�- I j 1 MOROSE FIR RANT � �•
VICINITY MAP - N.T.S.
SUMMARY OF WATER MAIMS S FIRE HYDRAS
SIZE
L1=NQTH
SIZE
LENGTH
ell(F )
t4. E60 LF
Is,,(Pv)
12.072 LF
8" (DIP)
±4$D LF
E" (DIP)
k35 LF
2" (FIB
1 ±963 LF
70TAL NO.
FIRE HYDR NTS1
TOTAL NO.
OF REF CE- 161)
mc caaw
' _ �.. 'SSEMBLI` . . r.ti 4a$ LF - it PVC WATERMAIN
2" RMAIN r 12.8 -:' k_ SE , (O.V TO 5.V )
31 I I _f
53 {
26ALF S 1fU P� { � . � X 2' REDUCER
(F H TOE f'
134
130
SE BLY
I
1 � I
REDUCER
a
1 i
36
37
9 L -z' WATERIA1
{G,V. RE�CE
� � 1
y ti
39
40
41
ERIAAIN
3iiiTQ .0 ASSEMBUY)
42
�.:
5LF-rPVCWA E M �
133 (GLV. T1D E.0. ASS BrL
TAP
i r� f 8V4"�FF. }
119 132IL
{
LP
- I'
I _ TAP & � � � 5 LF IY PVC WATEF IN �
1BLI (C V. TO E.O. ASSEMBLY) � 131 � r
R LF - C 1NArtERMAI ASSEMBLY
46
47
} J dater Lines - General dotes (UDO - ,Nppendix 8.4_�
40
f 1 ) Carrcieh� bbcfsing (3i}00 In beplemcl eI all bears or as required ,
ZI UoMaird cLepih.+cover 1DW42Inches excepl. al. valve. -r hydram lbcAb ns a
- - gnor aleeiriel stue+ttons. Coyer I6 bawd on e1r34alllan be" edge ar pevenit8r ar a!�
indkatad 4;in the plons.
- 3) PYbvidepriuted in phKe congetpads (24' ); 2A'xVal od vatre btipxps
f 40 E.)AerxnlorMe for val4a bom& Wm mgLt4ed. are to be wsh* boviA9.
15f AllpwwrrrrMzrt=1;�. mill Greto Dr osph$t. ero I be replaced wx4y l iQthe
irbtrld*rd derails or as required by 1ha NQum Carpknp 0*ppiownt 0 TrIllm
41� b7 Pikya rlrbm Cult ere Io ba rCplaaed immedlalaly after h#dLfidmtg �;f uvkO Cut r
wih parmanenl re•plac&mac or a Iecgm%hryrmsplammerrl or 1T Qrba$q
f ftep8We to Rta1n breaks
a glee sWwes to tv v &W far €onnedmg spot ends satetl be or bee long body
b. Adgeoeirt shell be iim5pettad byrthe Tawn before badr 6ily
Y
2" MJ V!2"
I TAP & 2"
SLOPE
� r
5) In any inskenoa where it wit N rra<emmy m Inwe the weber shut vff an amisting
meir*& k7 4rOw 0 remise a DI the MLA A must Ge dorwa by Town rofem. and
mchi iulmd 0 hours in jdwm!;o.
9] ' iII a 111 Min biblmM An exishrg $Mmr main. lhg 4 iltPrI pr t3 to revocig dae
mwil r ppe vaurliV the dkdi wrlh d jdilr pipe when the fomwng Q3rrI DgNr.
Y Anyt-e a wear mars i5 in9lslled undere a weii mii.
b VI a water ruatn is over a sewef ruin mir IM 4arlieal drI babrI HA
Wo Mamma 19' or lane.
10) WaW-ainsshell tm n*blEOM wth a minimdrnof 19 IMori,antalseparalion IY m
sra+nr Kies, unW" -aItIRfilill a allizmI by M ;Meta. Whom this ra net po5gible ad
doh4rrrinod byihm Clete. both the -apse Irm and aati+er line ehaF%e -duallla it -an
pipe.
11 j 4 s*3 lined #hall ba disiilfetied and hydrastwiI W$wd irk aww4pnp* w9h aA
State and Town feijuif$rtlI --
GRAPHIC SCALE
� INF�Tj
1 1-neh = 50 ft
a:a
DATE
ISSUED FOR
-R .
OMMOI
Irliliel uhmt'u:'a Tev,r o' Tioutrn n Ir�[i*I pur: v
GEV1 Daw0
Sound SLai mHIaI I irvrtrnan A IrQpgl rrNjnt 1
09)1 OJ• 18
Third SubmiUl Ib TgbuLman
1 1*7 �9
Fmrlh SwhrnrtWl W TrDutmon [W*or) rJ$pprrn} 3
1 Iri SQaie
Fifth $utrnitWl W TrpyWW (LA'plQnSjWgrjS anti 4
1 2M%0%3
Ptoyir pon to 9IWm Labdlb =
OM4,12019
REWgron to Fire Hydrant Lay+aw $
i
Kmw what's l]EIIJW.
Call bNogre youdf.R,
Mill
R. Joe Harris & Associates, Inc.
Engineering -Land Surveying * Planning
Managemlmt
IV Wo M4 Mek Smt IDI. Ferr; AR rx-C. ZM f: mI ffi.�-I M
www.rjoeharris.com
Ths dray►rnq shell rkol to used Ax conebr,clian purpma until btrre
seal I a+ nStUrg or the reoponsi!D4a fgtalrenl appears m Lhe
ijww-g. gnp DrDpw pgrmt fOrmn pnb reLat*d a grip tranar Mod
byItim Owmr• CwIAgCrrl or CgrrlrpMrID1he Authw4y
-112k5'rf g Ilallsd'k1iW.
CDrpDralo-Saal
5ngiiiI Saml
s�titii Y, kill Pjolt 1
titi 5�i l l 1111 F".0
.40
-
+rn SLAA- F
:`-#1+$
sts~
2 FLW SEAL -
C
+�r+�t1J
OF 0
q i Hiiyetiti
ell�{�xttrr rr� il5iii;k
Prolad klanayer
Drown
J_ Hege'1' ann
J. Gilkesmn
aeperlmenl f Manage•
01beckad
P Murphy
T. Kelley
Prim-Plol -I
_ ---
February 4, 2019
Uiont
TRUE HOMES,
LL
2656 BREKONRIDGE CENTRE DRIVF.
SUITE 104. MDNROE. NC 2811a
P• (704) 2� $-1220
Sutter's i l l
11
Crawl.mg TI11c
Water Plan
Cont.
Pfo�eol ND.
rsl'.'.'.':Inq �In.
DWG File Name
2605_Wai�!r $ S&&I
Plan
-

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Clle1h I
TRIBE HOMES, LL
2656 BREKON R I DGE CEN TR E DR IVE
SUITE 104. MONROE, W 28110
Proiecl: - -- -- -
Sutter's hill II
Drziv�ing T•,.e:
Water & Sewer Details
-Prn ai:i No.
21M15
DWCx File Norma:
260 Wader & $e wei
Plan
Drawing No.
UP-1

-4]` 2'-O'
DIP CARRIER PIPE WITH
RESTRAINED JOINT FITTINGS
BETWECN MANHOLES
(SEE NOTE 4)
EwJRNG GRAN
5fmL CA%c PIPE
PIPE ALIGi WNW W10@
LOCATED AT EADP
ROE "'NT. TrP
NOK-�INIR LIP Ci+ ER PIPE
MANHOLE.STANDAR3 5Ta41WLE55 STEEL��
ANEN13R M.T5 t STRAPS
R,1 DP OARFUR PIPE
STANDARC
WANHDL -
3f4' STAINUSS 5TEE
Ah1 N04 DOLTS dk STRAPS
�EOT1�N
EkIST W ORADE
STEEL CARNG PIPE
PFE SWPDRT',
SEE DING Sr14
ELEVATION
CLASS I
RIP -RAP SLOPE
PROTECTION, TYP
EXTEND RIP -RAP 2'-Gµ
PAST WATER LINE. TYF
- Ll!
�-STE>EL CASING PIPE,
SEE DWO SS-12
EDGE OF WATER
MANHOLE, TYR -
CONCRETE PIER
SEE DWG SS-12
AND NOTE 3
T'p
NOTES -
RIP RAP FOR SLOPE PROTECT1.0h SHALL BE
CLASS I RIP RAP IN ACCORDANCE VATH SECTION 1- 4- WHERE OLICTILE IRON PIPE IS USED FOR
8E8 OF THE NORTH CAROLIN A DEPAR TM EIN T OF CARRIER PIPE, DUCTILE IRON CARRIER PIPE
TRANSPORTATION'S "STANDARD SPECI FICAT1 ON S SHALL DE I N STALI-EO U T1 LI_ZING 2 PI?E
FOR ROADS AND OPIOCES". ALIGNME:NIT GUIDIES PER JOINT ONE FOURTH OE
THE PIPE JOINT LENGTH IN FROM BOTH THE
RIP RAP SHALL DE P L ACED IN ACCORDANCE BELL AND SPIGOT ENDS,
WITH DRAVANG 868.G1 OF THE NORTH CAROLINA
DEP AR I ME N T OF TRANSPORTATION'S "ROADWAY �
STANDARD DRAWINGS".
SUPPORT TYRE FOR PIERS SHALL BE
DETERMINED E Y ENGINEER BASED ON SU DGR ADE
CONDITIONS AT SITE, SEE GNAWING SS-12 F 3' STANDARD Wtv: May 12.2*17
SUBGRADE PARAMETERS r-DR EACH TYPE OF WASTEWATER SPECIFICATIONS fhBMi6d+y:
FOUNI]A1101q.
AERIAL PIPE CROSSING
TYPICAL PLAN EietailNo.
STANDARD Dam. May 12. 207
WASTE4IIATER SPECIFICATIONS
AERIAL PIPE CROSSING I D�iea Np —�
TYPICAL PIPE SECTICM & ELEVATION
1 f4'%Y STAMLESS STEEL S- W WTH SNUB FIT
1 f 4'ar2 112' NEOMENE PAID
ABED TO S7RkP
(SEE NOTE 5)
1/4-ma- KDPFVE C -0 STAINLESS
ADNERED TO SAMLE $TEEL.bNDIOR
1 BOE75, fSTIA A3133
U OR km
3EE N15TE 4
_4 FOR DAR SIZE
SE
E AI4D 5PAaNG
FF
�
PIPE INA.
(�)
.,,•
(11.)
Tii1C1LNE53
.A. QN.)
RtEfx
WIDTH
'r ('Fr-)
F�OOFNG
LEWDTW
'V- (FT-)
FX10nnc
ADTH
-0- (FL)
EIr12
5 5
12
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51-V
S`-Q'
N
12
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t2
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12
1$
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14-21)
6
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V_Il
N-0'
IF
14
S -
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5 $
14
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V-9'
4'-0'
22-
8
14
a'
10'-0'
4'-0'
74
1
3 +
lip -or
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12
44
41'-10'
4'-0'
?A-36
9
18
V-4.'
9'7
4'-0'
.019
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+'-a-
10
1151
4'-4'
11'-V
f-0'
12
,i9
a-e
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4'-O'
3�-
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A
V-#■
Si'-0+
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10
14
5-C
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5i _*,
12
18
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1$'-ld'
5'-lIr
51-SE
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S'-1C`
5-C
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W-#'
5'
I D
18
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i r-e
13'-z'
�I
NOTES;
1- SHALLUW FIXA1000 bESION MOWN N THIS OE'TAIL IS Ewa ON
TE FDALOWNG P&AMETM
ALLDWAELE SAIL 91EAMP4 CAPACI f 20W PSF
CONCRETE CDMPRE55Nt sTMGTIi - 4WD PSI
,'lRADF 6D RERFORONG STEEL
Mr.xiwUw STREAW VELOCITY a 1.0 F ySE0
MAnWUW SLJPPORT NEWT - 12-0
IF FIELD COt+,IIT S-REGi,11R1r ANY 9E}JIikTION FROM 'DICK
PARAPOTE•RS, THE F0um0ATbM DESK VALL 9E REVIEWED BY 7HE
EWAEER-
2. IF SLB3RADH AT LOCATION Of SUPf RTS IS DEEIKD UNALE TO
*IFN$L* M F5r BEr. iNr. PREMRE, A P4l 5UPPIXTED
RUNDATIOw SHALL K LIT1,12T].
3, IF BEDRCa IS D*xUNTERED WHICH I&L PRESENT 3--FEET WINUL141
4a" CAR F001rimG.. DOWELS 9HALL BE DRILUD INTO BEDROCK
PRIM YO RACK RXMATM. 9EE ORAWC SS-15
{, Th4RW-INCH kND 1`11NI rEEN-14CH THKX flERS AND FOOT1hroS $HAD.
BE R04FOKED KITH 15 BARS AT 12 nNES CC Ro EMN D'NEOT M
ON EACH FACE. FiGhTEEN-IHEH YADE P03 UM FOOTIMCS S}1.LLL OE
WNFOKED 4NTH J7 BARS AT 12 INCHES X m EM5 H DMECTON ON
EACH F<T..
5, E113HYEEFF-INCH THICK PIERS SHAJ RE(j11RE TWO 51RAI'5 OVER VIA
PFE INSTEAD UF UK [+4S SHOM).
STANDARD Daw. May 12.2131 r
WASTIEVATER SPECIFICATIONS
AERLAL PIPE CROSSING
CONCRETE PIER TAIL DeWI No -1
VARIES
2'-0" 61-0" MAXIMUM PIPE SPAN
TYP MIDI SEE ATTACHED TABLE
4-"
CLASS I
TYF 1�i�a1'� RIP -RAP SLOPE
PROTECTION, TYP
} /—STEEL CASING PIPE
PILE SUPPORTED PIER
SEE DWC S-16
AND NOTE
4
CREEK CHANNE
OR FLOOO PLAIN
ALLOWABLE SPANS FOR STEEL ASI N PIPE
CARRIER
PIPE, DIP
DI AMETER
(IN_)
CASING
PIPEE, STEEL
DIAMETER
(IN,)
MINIMUM
CASING PIPE
WALL THICKNESS
(IN.
ALLOWABLE
SPAN
(FT.
6
14
0.3750
40
_
�3
_
,
0.3750
45
10
18
0,3750
50
12
20
0-3750
50
14
24
0.3750 35
1.5
26
0.3750
55
18
30
1.3750
lI50
20
.32
0.3750
64
24
36
0.4375
6.5
m
42
0-4375
65
36
48
0-5013,
.615
2
513
05000
615
NORMAL
1HIEK%U
SEE NDT
�L4±sq�E1
I-EV€IJNG
9EPLQ
FOOTIN G
6" 12" #7 BARS AROUND
A7€ REMMET OF
FOOTING, TYP
t X
r
i
SEE NOTE 1
NOTES;
I. GEOMETRY OF FOOTING SHALL MATCH
CEOMETRY OF CONERETE PIERS MTFI
REIGHT OF G FEET OR LES13 A$ PER
DRAWING SS-12.
2,
ICON —SHRINK GROUT SHALL BE _EUCO--11`4-5'
BY THE EUCLID CHEMICALCOMPANY:
"MASTERFLOAI 713" BY MASTER BULDER75,
OR EQUAL,
3'4 MIN FROM
BOTTOM CF CREEK
OR FLOOR PLAIN
NOTES-
MANKOLE, TYP
3 +� STAWLE S STEEL
+a►CH OR BOL TS a S TRAPS
-DIP CARRIER PIPE W TH
RESTRAINED 4iNT FITTINGS
BETWEEN MANHOLES
— CONCRETE PIER
SEE DWG 5-14
1, STEEL PIPE SHALL BE EITHER SPIRAL WELDED OR smoo-fH WALL
SEAMLESS WITH A MINIMUM )1E LD STRENGTH OF 35,001) PSI,
- DUCTILE IRON PIPE SHALL BE SU PPGR TED WITH Two SPIDERS AT EVERY
JOINT WITHIN THE CASING PIKE U'SING APPROVED PIPE ALIGNMENT GUIDE- SEE
DRAWING SS-14, ALL ,JOINTS S34ALL DE RIFSTRAINED QNT_
3, SUPPORT TYPE FOR PIERS SHALL DE DETERMINED BY ENGINEERJBASED
ON SU DGRADE OONDITIONS AT SITE- SEE DRAWING S-12 FOR SUBGR ADE
PARAMETERS FOR EACH TYPE OF FOU ND AT10N .
kR
0
51J
STANDARD 0mly May 12 21.1117
WASTEWATER SPECIRCATIONS Rvmad-
AERIAL PIPE CROSSIh
COSNCRETE PIER ON BEDROCK Niaa Na.. -1
$" STEEL
3/
5/a's A
CASJN
R
1 RAD ION ALL I
NOTE;
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ONE FOURTH C F TJ­i E PIPE JOINT LENGTH 114 FROM
801H THE DELL AND SPIGOT ENDS,
STANDARD Dole unp i:2. 2b7:r
WASTEWATER SPECIFICATHDIN8 Rs4tsed
AERIAL PIPE CROSSING
PIPE ALIGNMENT GUIDE C}r1ar1 N-1 • -14
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