20190373 Ver 1_2605-Sutter's Mill II Approved Plans_20190322

VICINITY MAP - N.T.S.
Ll11 1114/0✓111.L - LL1110..1 1...7 L*1 V "'Y 111's 1 1(.1.1111111
Management
.r.
127 Ben Casey Drive, Suite 101, Fort Mill, SC 29708 Phone: [phone]
PLAN SHEET INDEX:
COVER
COVER SHEET
SP -1
- SP -9
SITE PLAN
EC -1
- EC -22
EROSION CONTROL PLAN
GP -1 -
GP -11
GRADING PLAN
CP -1 -
CP -3
CULVERT CROSSING
PMP -1
- SMP -6
SMP PLAN
SD -1 -
SD -10
STORWDRAIN PROFILES
RP -1 -
RP -11
ROADWAY PLAN AND PROFILES
LP -1
- LP -1
LANDSCAPE PLAN
UP -1 -
UP -20
UTILITY PLAN
DME ISSUED FOR REV
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
I
09//012018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storrs)
3
11/19!2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision'to Storm Labels
5
Engineer.
. Joe Harris & .Associates, Inc.
Engineering band Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rj®oharris.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 l
®®o®c�use'rar®ej'�,°, `�
-N,AR�'11i,
®®®.NN CAR®` ♦® �
CSO°°° FESS/p ° o%y '� ®` �� OFESS/�%y
®;o ®m SEAL �o aW SEAL �t c
®c> C-4168 44299 "o
o cc,)
i °Pi &0.
�v° °`� a®� Vii✓ ��
L.
411n1i11® o®rraerAe►®
Project Manager
Drawn
J. Hegemann
J. Hegemann
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
December 5, 2018
Asbuilt Drawn
Asbuilt Cate
Client
TRUE HOMES, LLQ
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: (704) 238-1.229
Project:
Sutter's i II 1
Drawing Title:
Cover
Project No. Drawing o.
2605
DWG File Marne:
2605 -Cover

LOT SIZE & AREA (SINGLE FAMILY RESIDENTIAL)
LOT# AREA SF WIDTH f# 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)
d ) t) d ) O ( ) ( )
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
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
1 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
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
7418
51
61
7140
51
79
7449
51
97
7035 51
115
7140
51
133
7140
51
151
1 6762 51
169
8087 1 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
188
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
6630 51
189
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
1 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 1 51
175
12197 51
14
7285
51
32
6420
51
50
7765
51
68
7324
51
86
7449
51
104
7184 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
1 6452
1 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
366710
51
54
7140
51
72
7529
51
90
7035
51
108
7780 51
126
7442
51
144
8079
51
162
7809 51
180
7140 51
VICINITY MAP — N.T.S.
Development Information:
SP -7 - HOWARD JEROME. Project Name: Sutter's Mill !I
TAX PARCEL 4750-22-0353 Location: Town of Troutman, Iredell County, North Carolina
SP -8 Owner/Developer: Dependable Development, Inc.
r 2649 Brekonrid e Centre Drive Suite 104
DEED BOOK: 788 PAGE: 211
� RIGHT OF WAY FOR g
/
R3 LLC. FUTURE ROADWAY North Carolina 28110
®/
SP- SP -6 CONNECTION WITH Monroe, TAX PARCEL 4659-29-8861 Phone: [phone]
DEED BOOK: 2053 PACE: 981 TEMPORARY TURN Site Acreage: 99.05 Ac (Total Acreage)
. AROUND
- 37.04 Ac (Home Lots)
�® •., `� - 6.00 Ac (25 LF Perimeter Buffer)
/ \ 11.15 Ac (Roadways)
® - - - 44.86 (Common Open Space)
5' NATURE TRAIL
"Common ®pen.
ACCESS TO GREENWAY Space (COS): 44.86 Ac (45.28% of total site acreage)(Min is
) HOA MAINTAINED � °
( '� EXISTING STREAM 40.0 /0)
SIP-
Sp -4 AND 25BUFFER - Passive Open Space/ Nature Preserve (Min 40.0%
Sp -3 � '� of COS) - 37.29 Ac (83.13% of COS)*
ROADWAY STUB FOR *Incudes Max BMP Area - 4.13 Ac (9.20% of COS)
FUTURE ROADWAY - Public Trail - 0.47 Ac (1`.05% of COS)
Key Marl%
CONNECTION =Active Open Space (Min 5.0% of COS) - 2.97 Ac
144 143 1142 II �, � e / ,:`/ f
.140 139 ' / �\�\ (BY OTHERS) (6.62% O COS)
WEATHERS CREEK /' Q \ rFl 1 _� 13 / 13 1�`.
- - 1-� 13 - - Zoning: Conservative Cluster (CC) - CZ -RT -CC -17-02
\ gNjp �\Setbacks/Yards: Front - 25 FT (20 FT for Homes with Porches)
�� 1 -r �. _ / - _ !� / �, Corner 12 FT
/ 176 135 / `� '\ Side - 5 FT
~~` 167 168 7 146 '� �`�' :. 133
�, j � � � I / 169 � f �134 132 � � ` �4 � Rear - 20 FT
177 166 I�
Land Use: Existing Wooded & Pasture
147 "`l ;' Proposed 189 Single FamilyResidential Lots
R3, LLC. 178 i- 165\ -���_ :.�1 ' - pAR�oN�' =: / /� 25 LF PERIMETER BUFFER p g
TAX PARCEL 4659-29-8861 K 148 l j 99 �-I flRt�E .r�. Min. Lot Width: 51 FT
. � .179 � �I
DEED BOOK: 2053 PAGE. 981 �. `� / , Min. Lot Size: 6514 SF
- - r/ ._� - 02�t'�/_ _frt"° 129 �r I OAF LOIVESTOCK, LLC... _
% C1/ COS 149 1 98 1 Ave. Lot Size: 7140 SF
TAX PARCEL 4750-23-9259
h ��03 rill 128% 130 DEED BOOK: 1574 PAGE: 2296 Lots Proposed: 189 Lots
162 % \ 150 _ , ! 97 J"M 1
r %� _ ��j-V. ,� ;J / Flood Data: A portion of the property lies within "Zone AE" according
z /0044 0" �/ 127 J p
82 ` ,. '� 161 X151 _ ;m _..l .i 96 �( _o f to FIRM Ma 371.0474000J, dated March 18, 2008.
/ e,.% 105 "_ % 126 4
10' PAVED GREENWAY s3 / 170 << y 160 152J 4 EMERGENCY ACCESS Road Lengths: FAIRFIELD DRIVE (60',RNV) 1894 LF
ON GRADE DEDICATED 1. - ✓, ' - `� 7-_ W/ GATE. PARKMONT DRIVE 60 R 2528 LF
$4 -_ . opt -y- 171 � .� r 106 a ..._ 125
� _ � ` 153 -_I. 94 �� / t
w../ _, -- i RIGHT OF WAY FOR FUTURE
TO PUBLIC ,� ---��1.I ��.._11--...1 r-- .---.... FERN LANE. (60 R/1N) 686 LF
cos ROADWAY CONNECTION
_. _. MANSELL LANE (60 R/1/� 452 LF
I I _ L =- ► .� <. I' 122 1121 `7 L BY OTHERS 6 ' R 931 LF
186 I /120 /� ( ) FORBES LANE (0 /VV)
FEMA FLOODWAY I
123
' 19"
174 173 17 I _,_ / BENFORD DRIVE (60'
RVV) 1242 LF
CARMINE COURT (60,
R/W) 384 LF
l l 4 I
�� i. - ®, "ri i_I _ I- 91 h.__d fia, / COS `,,
a � � O9 CARMINE CO T "\y 7 !
18s �r ,�,__i i i — _ `f , APPROXIMATE LOCATION OF
1
• ,' 189 - ,, / ,,' ..' -,. r-r._-F-ElsRo ,N-LAN,—D ._ _.. 11 .
'!✓�
UW)
MAILBOX KIOSKS
EXISTING WETLAND
0 116 C. ._ 44 COS
m 111 114 115 V
76 /13 O '� \� 45
I
D78
�L84��J��J85
jj��� _. 89 II�t_ �` 79 e 80 81 UK 83 �,86 187 m_a EXISTING
I I I h_a 88 112 O w l 47 ,l 11 GASLINE EASEMENT
BMP 2 _ — -PHASEI a 49 48 ,.
on
o`\ 50
-ir 1 �. I m 54 53 52 r%� /; \ COS
J�j1 I I 59 58 �;:
_ _ � 75 , 74 73 l - -_.. i �-, I s�_ I�,- ._ � -, , ..� .. "..I ,.'. _!...:. �f� �, � \� ` 41 .;,. � ..,�•;'` ~`' \
— _►lv I I i� _ I 1 -a ; , —I !. _.. �.--x, . _. ..i ..:....,...: �. _ .. _,-i-- i f�—O' I — _ — ----------- 4 �, �'a, ' / ..• \. ,,,�`y�, ,
39
ls
FAIRFIEL --I S (-;,^}t `�°"i �I ;-: r I 37 y •,i" M1j
- —I ; I r __
l_�
26 27 28 29
. .. . _t.i, � 1„i '4.:..• 19 20 21 22 23 24 -----� ''-'`. ,�, �°
,
3 . I 10 11 12 13 14
s L y _
5 NATURE TRAIL.. - -__-
r HOA MAINTAINED
COS BARKLEY JENNY H+GROVER L.
COS \y
TAX PARCEL 47.50-44-1052
DEED BOOK: 1361 PAGE: 365
BMP #1 _ \ EXISTING STREAM
AND 25 BUFFER .. �
DATE ISSUED FOR REV
05/10/2018
Initial Submittal to Town of Troutman',' Iredel County
0
08/10/2018
.Second Submittal to Troutman & Iredel County
1
09/10/201$
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Firth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
R. Joe Harris •. Associates,
Engineering- s
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [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 Auth/o� ity
having jurisdiction. / I
Corporate Seal
Engine 's Sl
®�",%J1111111111
® 111 Ili"
ESS/p
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®may °F''�HG&S �°'��°�
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•, ti °
o®
s,���,�s11"1►1.
1Jetlleele0�°®®®
Project f4lanager
Drawn
J. Hegemann
M. Ali
Department Manager
Chacked
P. Murphy
IT. 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 Site Plan
Project No. Drawing No.
2605
DWG rile Name:
SP-
2605 -Site Plan

Know what's belOW.
esN.o s.� One -Call Center Call before y�lta d'ge
leer:
j
® ®e Harris Associates, Inc.
ineering ® Land Surveying ® Planning
Management
Casey Drive, Suite lot, Fort mill, S.C. 29708 P: [phone]
www.rjoeharris.com
rawing shall not be used for construction purposes until the
nd signature of the responsible registrant appears on the
q, and proper permit forms and related fees are transmitted
Owner, Owner's Agent or Contractor to the Authority
I jurisdiction.
>rate Seal Engine
/I
ICA Ro`1
ESSj6
FESSlOq ✓'d / ®`?o Q�oF�,�q®'.
O
SEAL z > c� ' oma' SEAL
? c�
C-41 68 r a 44299 F
®. ®®®®tiO eoOO000000°O o �<OO
o
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Chocked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2016
Client
TRUE , LLC
2656 SREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project.
Sutter's Mill 11
Drawing Title:
Site lan
Project No. Drawing No.
2605
DWC1 File Named
2605 -Site Plan --
ISSUED FOR
REV
018
Initial Submittal to Town of -Troutman& Iredel County 0
018
Second Submittal to Troutman & Iredel County
1
018
Third Submittal to Troutman
2
018
Fourth Submittal to 'Troutman (Water/Sewer/Storm)
3
018
Fifth Submittal to Troutman (Water!Sewer/Storm)
4
1018
Revision to Storm Labels
5
Know what's belOW.
esN.o s.� One -Call Center Call before y�lta d'ge
leer:
j
® ®e Harris Associates, Inc.
ineering ® Land Surveying ® Planning
Management
Casey Drive, Suite lot, Fort mill, S.C. 29708 P: [phone]
www.rjoeharris.com
rawing shall not be used for construction purposes until the
nd signature of the responsible registrant appears on the
q, and proper permit forms and related fees are transmitted
Owner, Owner's Agent or Contractor to the Authority
I jurisdiction.
>rate Seal Engine
/I
ICA Ro`1
ESSj6
FESSlOq ✓'d / ®`?o Q�oF�,�q®'.
O
SEAL z > c� ' oma' SEAL
? c�
C-41 68 r a 44299 F
®. ®®®®tiO eoOO000000°O o �<OO
o
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Chocked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2016
Client
TRUE , LLC
2656 SREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project.
Sutter's Mill 11
Drawing Title:
Site lan
Project No. Drawing No.
2605
DWC1 File Named
2605 -Site Plan --

00-
_
134.50, o -
m - X134.50'
i
' I> o 88 112 -
_ -- _ 7035 SF I 7184 SF N
I
- - - � �.E. Q
T - _ - --- - - -- _ SHEET SP -6 0 ��i_ w_ _� __ �- - -_ml___ _ - - SHEET F�-6 -
Pil
W-M4 ' 49. 6 ' 4' 51. 3 .00 5. 0' 5 .0 0' 00' N'
T
SHEET SP -3 Z _ - - - SHEET
y - - - - 20'S.D.E. a7f'"-3
A0
.m I. , � I � I I -
I I 20 STORM 'E GEMENT (
I
m
r
3 0 67 66 0 65 0 64 0 63 I 62 0 61 o I 60 a! 59 0 58 �, I 57 o C 56 o f 55 o f 54 1b I
SF 7324 SF 7324 SF 7324 SF 7324 SF 8170 SF II 7986 SF 7140 SF 7140 SF 7140 SF 7986 SF ' 17986 SF 7140 SF 7140 SF r 7140 SF
i I T I I . z
i
Y X 64' PAD - 40' X 64' 1LPAD 40' X 64' PAD - 40' X 64' PAD = 40' X 64' PAD = 40' X 64' '� I I PAD = 40' X 64' , PAD = 40' X 64` PAD = 40' X 64' J PAD 4I I0' X 64' PAD =-40' X 64' ;.� . ( PAD 40' X 64' L PAD = 40' X 64' PAD = 40' X 64' PAD = 40' X 64' J L
-�- - - -_ _ T -e 1-b Y.
�� -1 -- - -i- `� , -- - 5' SIDEWALK
10' G.U' E. �i �- �� �,y`' �o�,�s % -1 �j0 ti yh p��, C -E 110' G.U.E
s 2). 3 1 (;.U.E. I i
1 ( 52.1 52.:41' 52.:}1 �52.(S1' I 34.31 I Q 00, 33.00' 51.00' I1.OQ 51.Q0' I 33.00' I e 33 00 j 5LO0' - 51.Q0' 51.Q0'
m - o --- '
PLANTING
� i i , I STRIP
�_�
5 0 6+00 7+00 ® 8+00 9+00 I_ , 10+00 0 11+00 12+00 13+00 '
- I - - o-- - I - - I - -I - - r {- - I f > -+ a- + - ® I - -I - - I - { - ---+-Q--co 2 VALLEY C&G
IJ-*�
i1, 0' 56.00' S6.OQ' 51.00' �� ®51.00' ®51.00` 51.00' I ®{ 51.00'®- 51.00' �' 51.00' 51.00' 51.00' 51.00' i 51.00' i� 51.00' 51.00' I 51.00' 51.00' 16 P LA N T I N G
s� 10' G.U:E. !� r� _i i �0' G.U.E. ! ! i ,� ��^ STRIP
TT T I -TT-'­7-T'-1----'- I
__ __
:40'X 64' PAD = 40' X 64' PAD = 46'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 3 PAD = 40' X 64 PAD = 40' X 64 PAD = 40' X 64 PAD = 40'X 64' PAD = 40'X 64' I�PAD = 40'X 64' hPAD 40' X 64' 1 PAD = 40' X 6 i -PAD = 40' X 64'
i I I i
o
16 17 I 18 , 19 N' 20 21 1 22 23 24 �� 25 �� 26 27 0 28 N 29 30 31
14 O M I r fV N
15 M I M M r �s r r 6413 SF
6367 SF 6321 SF
F 7775 SF 7698 SF � 6963 SF 6917 SF 6871 SF 6825 SF 6780 SF 6734 SF 6688 F 6642 SF 6596 SE 6551 SF 6505 SF 6459 SF
35 S I r I I
- _ L� --1 1_- __-s I�� __ ___�-� -- -�
1 51.01'
51.01' 51.01'
51.01' 51.01' 51.01
51.01' 51.01 51.01'
l 51.01' 51.01' 51.01' 51.01' '
30.76' 56.01' 51.01' 51.01' \
19' 25.33'
177 _7
\ � � ,� �. '•, \ � }4� '. 4 \*.�. ~'. � "'*,. , � � \yam ` � .`. \.,�-_._._a , \' \,, `., 4� � �. - O ``,. ,. 7 \
�l M Ill
EXISTING GASLINE EASEMENT
i G7 UJ
M M
Cos
5' NATURE TRAIL
\ (HOA MAINTAINED)
r% M Ill I I
UUPROPERTY BOUNDARY
EXISTING STREAM
AND 25' BUFFERii Lq
IN
M
25 LF PERIMETER BUFFER
DATE I r 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 Trautman (Water/Sewer/Storrn)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storni)
4
12/05/2018
Revision to Storm Labels
5
Know what's e
No4e".&"One•Call Center Calli u dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying Planning
Management
127 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. .7
Corporate Seal Engine /s�S
`®`e®y111ffuff0e,e ®i/"r 1 1 It
®♦♦,9�H CARO�° ��N CARo`°
o°
°oFF.SS/p
o m SEAL °w SEAL
04168 eN 44299 �°
00000®°° o�C' ♦'�♦. ',I o°°00000°°o �!
'®01eenl /St�C A�JS�® a®®♦♦ ®'01e'� S
,ff111111111 rl/ff1f1111
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE M S, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's ill 11
Drawing Title:
Site Plan
Project No. Drawing No
2605
DWG File Name:
2605 -Site Plan

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 (VVater/Sewer/Storm) 3
11/19/2018 Fifth Submittal to Troutman (VAJater/Sewer/Storm) 4
12/05/2018 Revision to Storm Labels 5
v sl
i
Know wars below.
N« X� 04u �a One -Call Center Callbefore You dig.
Engineer:
K.
Joe anis & 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
eee►►►►rauaao, r® e►e►u ,I!
.(N
CARO' '( CA
`O♦®®®�\ ` O o 0 o O O' ,®��I�, e♦ `� 0 0 0 o O Ol ,�®�✓0
Q�pFESS/p�y��y'e'.
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®c L° C-4168 sz� 0 2 4 L`l 44299 z:
®®®'�'�s&ASS®,��P®® ®®''�OS����,♦®®
1.♦ s L.
Project Manager Drawn
J. Hegemenn M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Piot Date
December 5, 2018
Client
TRUE S, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill 11
Drawing title:
Site l r1
Project No. Drawing No.
2605
DWG File Narneo
2605 -Site Plan

rE ISSUED FOR REV
2018
Initial Submittal to Town of Troutman& Iredel County
0
2018
Second Submittal to Troutman & Iredel County
1
2018
Third Submittal to Troutman
2
2018
Fourth Submittal to Troutman (Water/SewedStorm)
3
2018
Fifth Submittal to Troutman (Wafer/Sewer/Storm)
n
2018
Revision to Storm Labels
5
9 04i t" One -Call Center
gear:
/
Joe Harris ( Associates, Inc®
;ineering ®L,and Surveying ® Planning
Management
i Casey Drive, Scute 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoellarris.com
Irawing shall not be used for construction purposes until the
Ind signature of the responsible registrant appears on the
ng, and proper permit forms and related fees are transmitted
Owner, Owner's Agent or Contractor to the Au ority
g jurisdiction.
orate Seal Engin
41%%1111111111 a CA R� e, �re1e CA Jl�®��
O S S �.y9 y Q �G
c' °o
SEAL°w SEAL o
44299
C-416$IS
;0
ac �° ° P •' - ° �,
®®®® ,°°,� S
S
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUEHIOMES, 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
DWG File Narm:
2605 -Site Plan

ISSUED FOR RM
05/012018 Initial Submittal ^o'Town nfTmutrnan&kede|County 0
08/1012018
Second Submittal tnTroutman &|redn|County
1
081,10m018
Third Submittal toTroutman
2
11107/2018
Fourth Submittal to Troutman
3
11PI8/2018
Fifth Submittal to 'Troutman
a
12m5/288
Revision tuStorm Labels
o
A)" 04u&#-4 One -Call Center
This drawing shall not boused for construction purpososunU|Vm
seal and signature ofthe responsible registrant appears onthe
drawing, and proper permit forms and related fees are transmitted
bythe Owner, Owner's Agent or Contractor the Au
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
Sutter's Mill 11
Drawing Title:
Site Plan
Project No. Drawing No.
2605
DWG File Name:
2605 -Site Plan bP-6,

)ATE ISSUED FOR REV
01012018 Initial Submittal to Town of Troutman& Iredel County 0
110/2018 Second Submittal to Troutman & Iredel County 1
010/2018 Third Submittal to Troutman 2
007/2018 Fourth Submittal to Troutman (Water/Sewer/Storm) 3
019/2018 Firth Submittal to Troutman (Wafer/Sewer/Storm) 4
005/2018 Revision to Storm Labels 5
R. Joe Harris & Associates, Inc.
rg
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.
P. Murphy
Corporate Seal
Engin
CA
CA Ro
1;� FES ,O*
9<>
m °O <o
SEAL e c; =
o S C-4168' o
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R�S& ASS
Q�,°®°<°°°°°°
0
,�Y/,q L
Seo s a
Project Manager
Drawn
J. .-
Department"a age
P. Murphy
T. Kelley
Print/Plot Date
December
Client
BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE,
NC 28110
' I. 238-1229
_
Drawing Title:
Site !an
Project No. Drawing No.
!► .1
501warR
2605 -Site Plan

HOWARD JEROME.
TAX PARCEL 4750—.22-0353
DEED BOOK: 788 PAGE: 211
7
VICIIJITYU” 1
- -- - _ Key M a p
a
/
OAF LOIVESTOCK, LLC.
AC TAX PARCEL 4750-23-9259
( DEED BOOK: 1574 PAGE: 2296
' ry
rr of
ham.
h �
5' SIDEWALK -
10' PLANTING
STRIP
TEMPORARY END
OF ROAD
BARRICADE
2' VALLEY C&G
- 16' PLANTING STRIP
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.
Engineering ®Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Bort Mill, S.C. 29708 Y: [phone]
.rjoellarris°c
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 rn-S a®eJu1n11111 ®%ua111111
�GR®CAROESS/p pFESS%D6 •®
s rn SEALz o v v o� SEAL �o
C -4168o 44299ps
"G & S° °
SLK �.
°®g.�;,,�"„�>
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Piot Date
December 5, 2018
Client
HOMES,TRUE LLC
2656 SREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's ill 11
Drawing Title:
i
Site l
Project No. Drawing No.
2605
DWG File Marne:
2605 -Site Plan bE-8j
51'GQ' °`
y61.0i1'..y � _
`
5 0'
.OQ%
.
135
0 134 0
133
0
132 0
131
0
8686 SF
7140 SF
7140 SF
F
I 7140 SF
I
7140 SF
a
PAD = 40'X 64'
�
; —J
PAD= 40' XX 64'
PAD = 40'X 64'PAD
= 40' X 64�
1
1
PAD = 40'X 64'
i
---
F
#
I
Op'O
I 38.00'
51.Q0'
51.90'
51.00'
23+00 _ �24+00
25+00 25
7
VICIIJITYU” 1
- -- - _ Key M a p
a
/
OAF LOIVESTOCK, LLC.
AC TAX PARCEL 4750-23-9259
( DEED BOOK: 1574 PAGE: 2296
' ry
rr of
ham.
h �
5' SIDEWALK -
10' PLANTING
STRIP
TEMPORARY END
OF ROAD
BARRICADE
2' VALLEY C&G
- 16' PLANTING STRIP
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.
Engineering ®Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Bort Mill, S.C. 29708 Y: [phone]
.rjoellarris°c
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 rn-S a®eJu1n11111 ®%ua111111
�GR®CAROESS/p pFESS%D6 •®
s rn SEALz o v v o� SEAL �o
C -4168o 44299ps
"G & S° °
SLK �.
°®g.�;,,�"„�>
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Piot Date
December 5, 2018
Client
HOMES,TRUE LLC
2656 SREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's ill 11
Drawing Title:
i
Site l
Project No. Drawing No.
2605
DWG File Marne:
2605 -Site Plan bE-8j

30. OR 40' 30' OR 40,
60' RIGHT DF WAY WID1­1­I APPROVED STREET TACE J Val 3RAD
LOCATED IN CENTER Of APPROVE SIREEr THEE
LOCATED IN CENTER OF
SEE STD� SEE ST
LANONAPS AREA-_,
Lq4DSCAPE AREA kAl, BA OF VALI EY
R-6 -0'_ PAVEMENT WIDTH 12,-0,, R-5 QUTTER
2'
....... vn-.
1/4'/FT. 5' VIDE
1/4' PER FOO F 1/4' P -1
t/4'/F`T�-- � 1- ER FOOT--- LOW POINT SIDEWALK 2! OFF
I !Him
BACK OF CUR�
U0C Rr
W
CR -- 0�
2-6* VRV AND 6VITUt
17 �"fi" I I - -
0C -J
(9) 11 r
2' VALL \-2' VALLEY
E
VARIES
ONE -HA �Vriziiy 1�4;Eiffmr
GUTTERc GUTTER LF OF PAVEMENT 6.61 'to 13.6, urfl­11� EA -le -11-1111
TYPICAL CROSS SECTION 2'U' OR ONE-HALF OF
Lra
RESIDENTIAL STREETS ------- 1_ LP2�#,_ KAX 20 PAVEMENT WIDTH
MAX 2:1
Minimum Pavement Schedule
i WALK -""7 F JOINT SEAL
A. 8" compacted aggregate base course or 4" bituminous concrete baso course, type 13-275.0C. STORM DRAIN (IF AEG D VARIES 6,5'
ON L _--STORM DRAIN
Aly� BOTH SIDES)i TOE TEL I V To 13 5, E IF CUTTER
B. 3" Bituminous concrete surface course, type 0 -CT. r
, S -9.5B, with I V," placed immediately after 0 0 0' T
preparation of base and final I Y�" placed after 90% development Occupancy. ELECT, CiAs
AS REQUIRE �_U DER ;LLEN
L UFLIE11, GROUN
UTIN IT T A Go
or to lack coat application. FOR STREE I CUM 1. 1 2' -4 T IL. ­J HE
C. Tack coat if type B -25,0C base course is used. Clean base course pri 6 THAN WATER, SEWER ED OTHER FOR U11-EEM11-ASS �-O* VIALL-EY durm Two;
SEWER HEM CENTER OF MEET TERLINE TRAN WATER , SE6ER GUTTEIR V R,Stig PAANSION I
(NOT CLOSER THAN 5' FROM FACE OF SUTTER AND STORM DRAINS 46
BE OUTSIDE R/W AND STORIA DRAINS SEWER NEAR CENTER OF STREET
Notes: TO TUBE OUTSIDE HAU
LIKE IJ14LESS (HOT OL08ER THAN 5� FHOM FACE OF GUTTER)
1. Use 2'-0" valley gutter OTHERWISE APPROVED LINE UNLESS
OTHERWISE APPROVED General Notes:
2. Type of street is determined by the Town. RIGHT ROAD SlIOULDER SECTION R , =551-/ 1. Contraction joints shall be spaced at 10' intervals, except that a 15' spacing may be Used when a
S1IOWING UNDERGROUND UTILITIES LEFT ROAD SfIGULDER SECTION machine is used or when. satisfactory support for the face can be obtained without tile use of
3. For local commercial and industrial streets - See R-2. Notes: SHOWING UNDERGROUND UTILITIES CB CB templates at 10'intervals.
4. Residential collector streets to have sidewalk on both sides of street. Local residenlial streets to 1. Residential collector streets and all commercial streets to have sidewalks on botli sides of street. Notes: 1 Joint spacing shall be provided to prevent Uncontrolled cracking'
have sidewalk on one (waterline side) side of street. Sidewalks to be rninivaurn 5' wide. Local residential streets to have sidewalk on one (opposite from waterline side) side of street. 1. Residential collector streets and all commercial street& to have sidewalks on both sides of street.
Industrial streets to be determined by Town. Local residential streets to have sidewalk on one (opposite from waterline side) side of street. -CATCH BAS'INS REQUIRED IF 3, Contacting joints tnkty be installed with the use of templates or formed by other NCDOT approved
5, Intersecting streets shall have a minimum radius of 20' at the back of curb. I ndustriat streets to be determined by Town, MEET D�AINS TOVARD rnothuds. NQn-tvmplatv furmcdjvints shalt be It minimum depth of 1 1/2"�
2. For thoroughfares and commerciallindustriat Streets, submit proposed typical section to Townand QUL-DE-SACS�, AT MORE
6. If on street parking is allowed, the Town may require an additional pavement width, NCDOT for individual review and approval. 1 For thoroughfares and conuncrcial/industflid streets, Submit proposed typical section to 'Town and 4. All contraction joints shall be filled with joint scalers,
NCDOT for individual review and approval. THAN 37
5, Expansionjoints shall be spaced at 90'fixtervalsandadjacent toall rigid objects.
3. Unless otherwise stated in this Ordinance, street trees shall be planted at a rate of 5 per 200 feet, per
Minimum Width of Pavement sidt% 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 sealer.
Local Residential Street 24' 1
RESIDENTIAL CUL-DE-SAC S I ANDARD R-
---------- --------
EXPAMKIN JT DRIVEWAY VIIJI-1 VARIE,
SEE Nuff: EXPANSION CONTROL, CONTROL CONTROL R#*- 20' PERMANENT EASEMENT
JMNT--\, j, -ANT /-JQINT
61-01 -41 61-0*
5'
- ---------
+ (MIN) (AIN) (HIN)
I ��= FO R M' P L A T El---" EXP'A, w*� 04CK OF W4LKr TOP 13
4 N
8500, 0,51",
JOINT UILD
CONCRETE -E-J I
SINCLE RAW ShUVA DUAL RAW$ 0AY I
ell -EX a%
EE PEOUIRED LEPENDING ON PECEITMUAN DEPR S3ED �GUTTER
=W4A LOCATION,% LOCATION MO CURB SLOPE IbI LINE
Aw. mww 0431RDICTION 11] KET LATEST N=r
SECTION A -A , A-1" RD ADA REOUDF.PEl4TS� S95B
4':A3C
FRONT ELEVATION
Ctft OTTER PE10IISUILE 0143TRUC71014 AINT
GREENWAY TYPICAL CROSS SECTION
EXPANSION -11
LLA I (HIN)
L
--1/21 EXPAN1SION
SEE NOTE 4 1/4'/F'L SLOPE JORIT �KNERLL ­NOTESi
'31 SLOPC
L GR1t!EN%VAY TRAILS SHALL MEET ADA STANDARDS WHERE PRACTICAL, LONGITUDINAL
61 HIA A , , . I I '
14, SLOPES T
...... UP 0 k ARE ACCEPTABLE FOR SHORT DISTANCES' WHnE 57 GRADES
........ ARE NUT POSSIBLE AS DETERtIINED BY THE TRq,
F E
J14 1 --& ......... 2, SUBGRADE HALL, BE P DOFROLED AND APPROVED BY THE TOWN
.yrr.
L Ire SMOM 107 ENGINEER PRIOR
tao I/V NAD T- t 1 THE EIIHS OF THE TRAIL SHALL BE A MINIMUM, DISTANCE OF 5 FEET FRO14
TO PAVING,
TREES, RAISED MKNHOILFS� AND OTHER RAISE UTILITIES.
"��FaRk PLATE 'L 4, THE MINIMUM CENTERLINE RADIUS' SHALL BE 50 FEET.
SECTION 0IMPO 5. TREE LIMBS SHALL BE TRIMMED UP TO 12 FEE ABOVE THE FINISHED TRAIL
J -B JOINT UMIEM SECTION T
10EV. qRIDE AND WITUIN III FEET HORIZONtALLY FROM T,H,' TRAIL FDI�ES, BANGEROLIS
r
TREE LiM S OVER 'THE TRAIL AND DEAD TREES NEAR THE TRAIL �SHALL BE
OFTAI-S StC*14' EXkMdMK JU411 Location of �Vhcctchair Ramps: REMDVFD AS'bETERIOIED BY THE TOWN.
1, Commercial Driveways shall be ata uninimurn, in accordance with the latest edition of the "Policy IN razlotlm mmumic All street curbs being constructed or recons(ructed or uttered for any reason, shall provide wheelchair
on Street and Driveway Access to North Carolina Ilighways", published by the NQrth Carolina, OENERAL NOTESt ramps for the physically handicapped at all intersection where both curb and gtitter and sidewalk are LREENYM _HOARDWAL�S
Department of Trarrsportation,'Fraffic Engineering Branch. Residential Driveways shall be: 12' General Notes: provided and at othermajorpoints of pedestrian flow. Provisions for ramps shall be made itialt curb
1. A, GROOVE,JIDINT ll� DEEP WITH 1/81 RADIUS MALL BE: REQUIRED' 1, 11QARDIW,�LKS MAY BE USEZ TO CROSS WETLAN,D AREA�Si POORLY DRAINED AREAS,
minimum, 24'ranximurn. 1. A groovejoint I"deepwith t/8" radius shall be required in the concrete sidewalk at5' intervals. construction where sidewalks are initially planned or nray be constructed in the future. ENVIRONMA�NTALLY SENSITIVE AREAS, CREFIKS/STREAMS OR RAYINE&
,K CQNQRETE:,�JDEWALK AT 5,' INTERVALS..GN.E I/a, ZXPOSION
JOINT WILL BE REQUIRED AT 45' INTERVALS. A i/2' EXPANSION JOINT Oric!/2" expansionjoint will be required at45' intervals. A/2" exparisionjoint will be required El BOARDA,�ALkS SHALL AVE A cl­tm uis�AN'C'E OF 10, FEET 'BETWEEN SAFETY
2. All concrete sha,11 be 6" deep, ininimum. WILL BEREQUIRED, WHERE THE SIDEWALK' JOINS �ANY RIGO) STRUCTURC where the sidewalk joins any rigid structure. Construction Notes: RAIL�,
1, No slope shall exceed I ": P (12:1) on the ramps or sidewalks. 1, 1111TY RAILI 11ILL BE A 111114111 IF 11 INCHES TILL,
3. Mininuunt radius: residential 2' 6" minimum, 5' maximum; Commercial 5' rainimum, 30' .2, SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6' THICK FOR FULL DRIVEWAY WIDTH, 4, BPRDWALKS STRUCTURES SHAL1LBE LOCATED A,N11INI1MUH OF, 15 FEIEIT FROM 7HE
maximum. OF �,]I)E REETS,, EXCEPT 1 IN, THFi C I E NT - RAL,BUS I I I IN 1 In no case shall the width of wheelchair rarrips be less than 40", width may exceed 40" if nQi;essary� CENTER OF 'ALL SEWER LINES.
0', wal� �WkKS:00` 4 V,, ESS.DISTR,(C,T, 5, BOARD'WALKSL,SHALL BE DESIGNED AND SEALED DY A PROFESSIONAL, ENGI�IEER IN
,SHAL,L BE ' A.MINIMUM OF 51, WIDE, W ' IDTH OF " SIVEMALkS IN THE CENTRAL BUSINESS ACCORD , A I NCE WITH AMHTO STANDARD. SP ECIFICAT IONS' FOR 1­115WAY BRIDGES
4� 'The driveway ranip must rise 4" above the flow line of the gutter at a point no closer than 2' from DIS RDQT WILI,, BE �BETERJIINED­RY THE' TOWN,
T 3. Concrete surface shall have a rough, non-skid, finisit �LATEST EDITION). A LIVE LOAD OF 85 POUND� PER 'SQUARE, FOOT SHALL BE
the gutter. USED,
6, CLINSIRUCTION MAfERIALS SHAL� BE, WEATHER RESIS' ANT AND WILL BE SUB�E f
'4. SIDEWALKS TO, BE POURED TO END OF RADIUS AT INTERS��ICTIR 4� A VI" expansion joint will be required where the concrete wheelchair ramp joins any ri-id pavement 5
STREEf�j AN D AOUND COL-�DL�§Am or structure,
71 WHEN REQUIRED, BOARhWALkS lv1UST. kECEIVE, NECESSARY FCRA APPROVALS,
�00E-I TU�TKtA(;V 0111-1
Troutman, NC Standard Dclai( I Date; April 2606 NIP q017ANiiIA0TCo[7-FArI
I
Rolds Lscale: None
DRIVEWAY RAIVIFS VERTICAL C & G I Standard R -I I
Troutman, NC Standard Detail
,mber 2008
MAE SCALDNONE
Troutman, NC Standard Detail
Date: November 2008
I Date: April 2006
I
G U L -,.D E,- S A CS,
RIEMENTIAL DEAD ENID �T�EETS
2010
TROUTMAN', NIC STANDARD DETAIL jj�`�E) APRIL 2006
D M AnZ' NWIL!L'
Troutmoin, NC Standard Detail
Date: April 2006
I
ads
DERSECTION
I Scale: None
SCALE� NONE
� �,C 1, -
�, ­i� �h,� 'i i,
Roads
LE1,`T S ROULDER SECTION
Scale; None
Roads
ELCHAIR RANIP
I Scale: None
Trounnan, NC Standard Detail
Date: November 2008
I Standard R- 14
Standard R-5
Standard R-6
rroutman, NC Standard Detail
Date: April 2006
Roads
CROSS SECTION STANDARD 3
Roatis
CURB AND GUTTER
Scale: None
Standard R-9
RESIDENTIAL CUL-DE-SAC S I ANDARD R-
---------- --------
EXPAMKIN JT DRIVEWAY VIIJI-1 VARIE,
SEE Nuff: EXPANSION CONTROL, CONTROL CONTROL R#*- 20' PERMANENT EASEMENT
JMNT--\, j, -ANT /-JQINT
61-01 -41 61-0*
5'
- ---------
+ (MIN) (AIN) (HIN)
I ��= FO R M' P L A T El---" EXP'A, w*� 04CK OF W4LKr TOP 13
4 N
8500, 0,51",
JOINT UILD
CONCRETE -E-J I
SINCLE RAW ShUVA DUAL RAW$ 0AY I
ell -EX a%
EE PEOUIRED LEPENDING ON PECEITMUAN DEPR S3ED �GUTTER
=W4A LOCATION,% LOCATION MO CURB SLOPE IbI LINE
Aw. mww 0431RDICTION 11] KET LATEST N=r
SECTION A -A , A-1" RD ADA REOUDF.PEl4TS� S95B
4':A3C
FRONT ELEVATION
Ctft OTTER PE10IISUILE 0143TRUC71014 AINT
GREENWAY TYPICAL CROSS SECTION
EXPANSION -11
LLA I (HIN)
L
--1/21 EXPAN1SION
SEE NOTE 4 1/4'/F'L SLOPE JORIT �KNERLL ­NOTESi
'31 SLOPC
L GR1t!EN%VAY TRAILS SHALL MEET ADA STANDARDS WHERE PRACTICAL, LONGITUDINAL
61 HIA A , , . I I '
14, SLOPES T
...... UP 0 k ARE ACCEPTABLE FOR SHORT DISTANCES' WHnE 57 GRADES
........ ARE NUT POSSIBLE AS DETERtIINED BY THE TRq,
F E
J14 1 --& ......... 2, SUBGRADE HALL, BE P DOFROLED AND APPROVED BY THE TOWN
.yrr.
L Ire SMOM 107 ENGINEER PRIOR
tao I/V NAD T- t 1 THE EIIHS OF THE TRAIL SHALL BE A MINIMUM, DISTANCE OF 5 FEET FRO14
TO PAVING,
TREES, RAISED MKNHOILFS� AND OTHER RAISE UTILITIES.
"��FaRk PLATE 'L 4, THE MINIMUM CENTERLINE RADIUS' SHALL BE 50 FEET.
SECTION 0IMPO 5. TREE LIMBS SHALL BE TRIMMED UP TO 12 FEE ABOVE THE FINISHED TRAIL
J -B JOINT UMIEM SECTION T
10EV. qRIDE AND WITUIN III FEET HORIZONtALLY FROM T,H,' TRAIL FDI�ES, BANGEROLIS
r
TREE LiM S OVER 'THE TRAIL AND DEAD TREES NEAR THE TRAIL �SHALL BE
OFTAI-S StC*14' EXkMdMK JU411 Location of �Vhcctchair Ramps: REMDVFD AS'bETERIOIED BY THE TOWN.
1, Commercial Driveways shall be ata uninimurn, in accordance with the latest edition of the "Policy IN razlotlm mmumic All street curbs being constructed or recons(ructed or uttered for any reason, shall provide wheelchair
on Street and Driveway Access to North Carolina Ilighways", published by the NQrth Carolina, OENERAL NOTESt ramps for the physically handicapped at all intersection where both curb and gtitter and sidewalk are LREENYM _HOARDWAL�S
Department of Trarrsportation,'Fraffic Engineering Branch. Residential Driveways shall be: 12' General Notes: provided and at othermajorpoints of pedestrian flow. Provisions for ramps shall be made itialt curb
1. A, GROOVE,JIDINT ll� DEEP WITH 1/81 RADIUS MALL BE: REQUIRED' 1, 11QARDIW,�LKS MAY BE USEZ TO CROSS WETLAN,D AREA�Si POORLY DRAINED AREAS,
minimum, 24'ranximurn. 1. A groovejoint I"deepwith t/8" radius shall be required in the concrete sidewalk at5' intervals. construction where sidewalks are initially planned or nray be constructed in the future. ENVIRONMA�NTALLY SENSITIVE AREAS, CREFIKS/STREAMS OR RAYINE&
,K CQNQRETE:,�JDEWALK AT 5,' INTERVALS..GN.E I/a, ZXPOSION
JOINT WILL BE REQUIRED AT 45' INTERVALS. A i/2' EXPANSION JOINT Oric!/2" expansionjoint will be required at45' intervals. A/2" exparisionjoint will be required El BOARDA,�ALkS SHALL AVE A cl­tm uis�AN'C'E OF 10, FEET 'BETWEEN SAFETY
2. All concrete sha,11 be 6" deep, ininimum. WILL BEREQUIRED, WHERE THE SIDEWALK' JOINS �ANY RIGO) STRUCTURC where the sidewalk joins any rigid structure. Construction Notes: RAIL�,
1, No slope shall exceed I ": P (12:1) on the ramps or sidewalks. 1, 1111TY RAILI 11ILL BE A 111114111 IF 11 INCHES TILL,
3. Mininuunt radius: residential 2' 6" minimum, 5' maximum; Commercial 5' rainimum, 30' .2, SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6' THICK FOR FULL DRIVEWAY WIDTH, 4, BPRDWALKS STRUCTURES SHAL1LBE LOCATED A,N11INI1MUH OF, 15 FEIEIT FROM 7HE
maximum. OF �,]I)E REETS,, EXCEPT 1 IN, THFi C I E NT - RAL,BUS I I I IN 1 In no case shall the width of wheelchair rarrips be less than 40", width may exceed 40" if nQi;essary� CENTER OF 'ALL SEWER LINES.
0', wal� �WkKS:00` 4 V,, ESS.DISTR,(C,T, 5, BOARD'WALKSL,SHALL BE DESIGNED AND SEALED DY A PROFESSIONAL, ENGI�IEER IN
,SHAL,L BE ' A.MINIMUM OF 51, WIDE, W ' IDTH OF " SIVEMALkS IN THE CENTRAL BUSINESS ACCORD , A I NCE WITH AMHTO STANDARD. SP ECIFICAT IONS' FOR 1­115WAY BRIDGES
4� 'The driveway ranip must rise 4" above the flow line of the gutter at a point no closer than 2' from DIS RDQT WILI,, BE �BETERJIINED­RY THE' TOWN,
T 3. Concrete surface shall have a rough, non-skid, finisit �LATEST EDITION). A LIVE LOAD OF 85 POUND� PER 'SQUARE, FOOT SHALL BE
the gutter. USED,
6, CLINSIRUCTION MAfERIALS SHAL� BE, WEATHER RESIS' ANT AND WILL BE SUB�E f
'4. SIDEWALKS TO, BE POURED TO END OF RADIUS AT INTERS��ICTIR 4� A VI" expansion joint will be required where the concrete wheelchair ramp joins any ri-id pavement 5
STREEf�j AN D AOUND COL-�DL�§Am or structure,
71 WHEN REQUIRED, BOARhWALkS lv1UST. kECEIVE, NECESSARY FCRA APPROVALS,
�00E-I TU�TKtA(;V 0111-1
Troutman, NC Standard Dclai( I Date; April 2606 NIP q017ANiiIA0TCo[7-FArI
I
Rolds Lscale: None
DRIVEWAY RAIVIFS VERTICAL C & G I Standard R -I I
MAE SCALDNONE
rroutman, NC Standard Detail
I Date: April 2006
I
Troutmoin, NC Standard Detail
Date: April 2006
I
1
(-0U-E-Nh-/AV r"T'AKMAIDtl
SCALE� NONE
� �,C 1, -
�, ­i� �h,� 'i i,
Roads
SIDEWALK EXPANSION JOINTS
E
E-�
Roads
ELCHAIR RANIP
I Scale: None
-E-
I Standard R- 14
U IN L- L- IN VY 171 1 1> I
SIDEWALKS STANDAR,� R-12
USPS APPROVED SPECIFICATIONS - CONCRETE PAD (SINGLE UNIT) UISPS APPROVED SPECIFICATIONS - CONCRETE PAD (MULTIPLE UNIT)
(All measurements are in inches) TEMPORARY5TD PROPERTY
CURB AND GUTT� BOUNDARY
24 00 24.00 PR2P� 6� RIVV
MiN mill 4X 0 50 ANCHOR BOLTS, PER CBU
- �-1-10 USE �EMPLATE TO ENSURE ALIGNMENT
24,00 24.00 BROOM FINISH 2.00- BROOM FINISH
MIN MIN
4.00 4X 0.50 ANCHOR BOLTS Parkmont Drive
60'PUBLIC RAN
2.00 USE TEMPLATE 10 ENSURE ALIGNMENT 24.00 MIN WAX
\\-DEAD END BARRICADE
CHAMFER EDGES, IN LANDSCAPE AREAS. T BE INSTALLED TFROM
TOOL EDGES FLUSH WITH ADJOINING SURFACES EOND OF GRAVEL DRIVE
7`1
24.00 IN PAYED AREAS. It I �-
, - 4 P=RC
MIN (Z4.00) 4
5' WIDE
Z---, I I i
10.00 1 1 * i
- I
5,00
PER CBU
GRAVELBASE 192.010 MAX
24.00 --77
MIN SEE NOTE 4
(3COO) TEMPORARY S' ND GUTTER
ON ALL SIDES FOR DRAINAGE. CHAMFER EDGES, IN LANDSCAPE AREAS, PLAN VIEVV: V=30'
SLOPE SURFACE , 25 INCH PER FOOT
TOOL EDGES FLUSH WITH ADJOINING
GOT
SURFACES IN RAVED AREAS.
X rt-
ZGBU OUTLINE BUTYL RUBBER PAD SLOPE SURFACE 25 INCH PER F'
(WITH METAL PEDESTAL ONLY) ON ALL SIDES FOR DRAINAGE
24�00 M94
0
COO PEDESTAL MATCH EXISFING GRADE IN ------ BUTYLRUHHER PAD
PAVED AREAS (WITH METAL PEDESTAL ONLI)
A QR QQLT5 SLOPE SURFACE .25 INCH PER FOOT --7:-.11
NICK 4X o�50 CRU PEDESTAL MATCH EXISTING GRADE IN
ON ALL SIDES FOR DRAINAGE 4X 0.50 OUTLINE PAVED AREAS
4X 4.50 MIN ANCHOR BOLTS SLOPE SURFACE .25 INCH PER FOOT r::�A -B C
4 RODS ON 14.00 CENTERS MAXIMUM, PER CSU ON ALL SIDES FOR DRAINAGE
NOTES: EACH WAY 4X 4.50 MIN
1. Level Terrain - Building on deep, - OPTIONAL COMPACT GRAVEL OR 4 RODS ON 14.00 CENTERS MAXIMUM, FACE OF CURB -F
EA014 WAY
CRUSHED STONE (OMIT WHERE
well -drained soil in level or gently sloping OPTIONAL COMPACT GRAVEL OR
terrain (5% or less) where no side hill A SOLID ROCK OCCURS) L-A -B L -C
0 USHED STONE (OMIT WHERE
RLD ROCK OCCURS)
LIP OF GUrrEH/EOP
construction is necessary. It includes I MIN MAXIMUM FROST DEPTH SO I
8.00
b Romlands, plateau areas and ridgelines. F4X 4.001 -41' 0 iRD. 800 WIN MAXIMUM FROST DEPTH Pi" VI
Rake to remove the leaf litter and other "00 Mill 4X 4.00
loose material from the tread surface for a ASPHALT
vVidth of 5 feet. FIRM UNDISTURBED SOIL L FIRM UNC157URaED SOIL URFACE
OR WELL -COMPACTED FILL AND BASE
Chop or dig out vinesin weeds and OR WELL -COMPACTED FILL COURSE
stumps left in tread area. - 777�
• Remove any embedded rocks from the OTES: 4
tread face.
I CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI 0 28 OAYS� CONTAIN 4N MIN - 6% MAX
14
so'
• Rake tread smooth and fill in and level NOTES: AIR ENTRARAMENT AND BE PLACED WITH A 3.50 - 4,50 SLUMP IN ACCORDANCE WITH ACI 301.
low spots. 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAY% CONTAIN 4X MIN 6Y MAX E REINFORCING STEEL RODS SHALL CONFORM fO ASIM AG 15, GRADE 60. SECTION A- SECTION 13- SECTION C-
. T rall should outslope 2-5% for water to AIR ENTRAINMENT AND BE PLACED WITH A 3,50 - 4.50 SLUMP IN ACCORDANCE WITH Act 301. 3. ANCHOR BOLT$ SHALL CONFORM TO ASTM A193, GRADE IRIM, TYPE 316 STAINLESS STEEL�
drain across and of the trail.
• C over trail with coarse gravel and level. 2. REINFORCING STEEL RODS SHALL CONFORM TO ASfM A6t5, GRADE 60. 4. A 3 CBU CONFIGURATION IS DEPICTED, A 2 OR 4 CEO CONFIGURATION MAY BE USED AS LONG AS THEY NOTES:
Reference: 5' Nature Trail 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A193, GRADE 98M, TYPE 316 STAINLESS STEEL. ARE ARRANGED IN 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 MAINIAMD) CURB TRANSMON 9-6" CURIB AND GUME TO 2* -0" VALLEY GUTTE
N.T.S ITZ
Is 16
.M. --
DATE I ISSUED FOR RFV
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
11/0712018 Fourth Submittal to Troutman (Water/Sewer/Storm) 3
12/05/2018 Revision to Storm Labels 5
mow whan below.
N.440A4.&#,e.One-CaII Center Call before you dig.
Engineer:
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 Aut brity
having jurisdiction. I/- I/
Corporate Seal Engin S
% 011111111111 1
A A
S E
1041-." y
m SEAL c, SE L
z . u
C- C-4168 Q-- 44299 ;iF:
0
�p 1. ,A
% , \s C, ", 4,
YNG S
S
�S & ASSj L oil
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TMRUE HOMECS)', LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
r%
outter's Mill 11
Drawing Title:
S 4-
ite Plan Details
Project No. Drawing No.
2605
DWG File Flame:
LL6 �-Site P�2�.�_ SP -9

I
�
�
I
-.--
_____ _____ ------- ______
-_
GENERAL NOTES: EROSION CONTROL I CONSTRUCTION SEQUENCE __�� I
�,
� I I ,If
1. OBTAIN GRADINGIEROSION CONTROL PLAN APPROVAL FROM IREDELL COUNTY AND/OR LOCAL REVIEW J.".11
I 0 It T. '�
I . CONTACT THE IREDELL COUNTY SEDIMENT CONTROL OFFICE NOT LESS THEN 48 HOURS AUTHORITY. 81 ,\
BEFORE COMMENCEMENT OF THE LAND -DISTURBING ACTIVITY. THE DEVELOPER SHALL 2. SET AN ON-SITE PRECONSTRUCTION CONFERENCE WITH IREDELL COUNTY EROSION CONTROL -4 (1)
Q) V I
INSPECTOR. PRECONSTRUCTION CONFERENCE SHALL BE USED TO CLARIFY THE SEQUENCE OF � :, W 1�1 a,
I;: z 0
ALSO CONTACT THE COUNTY AFTER THE REMOVAL OF THE TEMPORARY SEDIMENT EC -7 !! I
CONTROL MEASURES. ACTIVITIES AND ITEMS OF CONSTRUCTION THAT MUST BE ADDRESSED PRIOR TO BEGINNING GRADING 111,11 ii:: 1, utters Mill 11
2. INSTALLATION OF INTERIM EROSION AND SEDIMENT CONTROL AND STORMWATER ACTIVITIES. 11, ��__ _11� �_,__ ,Z� ,:�
3. INSTALL CONSTRUCTION ENTRANCES FIRST, BEFORE ANY OTHER ACTIVITY HAS BEGUN. NEXT INSTALL I
MANAGEMENT MEASURES MUST TAKE PLACE INITIALLY BEFORE THE COMMENCEMENT OF ALL TREE PROTECTION FENCING AS SHOW ON THE EROSION CONTROL PLANS. THEN INSTALL SILT I I -1 C-8 Flo: �11
z:
ANY LAND -DISTURBING ACTIVITIES. FENCE, SEDIMENT BASIN, SKIMMER BASIN, AND CONCENTRATION OUTLETS AS SHOWN ON THE EROSION TEMPORARY SEDIMENT BASIN I Q V.
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 I . I P/01111-1. �_ �
I (D
� �
DRAINAGE AREA = 6.05 AC. 864 0 M
RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY AND PERMANENT EROSION CONTROL DEVICES. NOTIFY THE ENGINEER AND/OR IREDELL COUNTY INSPECTOR ONCE ALL EC- C-6 00 M a
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 Co CL
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 1 �
I
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 /\ :
PLAN OUTLINING HOW THE DEVELOPER INTENDS TO PROVIDE FOR OPERATIONS AND I <
MAINTENANCE DURING CONSTRUCTION. INSPECTED WEEKLY AND AFTER EACH RAINFALL 0.5 EVENT ENSURING THAT ADEQUATE SEDIMENT BOTTOM BASIN = 814.00 . I ..'.. �. , - I co 5 ,%Nu�ds 9, d 1 6
1 STORAGE IS AVAILABLE AT ALL TIMES AND THE GRAVEL AND RIP -RAP OUTLET IS UNOBSTRUCTED (FREE -_ - I %
4� FOLLOWING SOIL DISTURBANCE OR REDISTURBANCE, ALL PERIMETER SEDIMENT OF DEBRIS). ALL EROSION CONTROL FEATURES SHALL BE INSPECTED WEEKLY OR AFTER EACH . �0
CONTROLS SHALL BE INSTALLED AND TEMPORARY STABILIZATION MEASURES SHALL BE RAINFALL, WHICHEVER COMES FIRST. 11 -_ - . . �
COMPLETED ON TOPSOIL STOCKPILES PER THE NEW REQUIREMENTS NOTED IN THESE 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES I
DETAILS. THESE REQUIREMENTS REFER TO ANY PERIODS OF INACTIVITY. TO MINIMIZE EROSION AND SEDIMENTATION. ADDITIONAL MEASURES SHALL BE INSTALLED AS I I!
5. AREAS AT FINAL GRADE SHALL RECEIVE PERMANENT STABILIZATION MEASURES PER THE DIRECTED BY ENGINEER AND/OR IREDELL COUNTY INSPECTOR. I - __ I I
�
R I EQUIREMENTS NOTED ON THE NEW STABI . LIZATION CHART. 6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION SEDIMENT BASIN #300 ___; I - - _____ - --- ----
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. . VICINITY MAP - 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- �
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 BOTTOM BASIN = 816.00 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 I
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). 1
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
EROSION CONTROL MEASURES ON A PROJECT AND SUBMIT A SELF -INSPECTION REPORT AFTER EACH � SPILLWAY LENGTH = 30 FT DRAINAGE AREA = 21.4 AC. I
OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY, OR PERMANENTLY 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
DAY$. IF SITE INSPECTIONS IDENTIFY BMP'S THAT ARE DAMAGED OR ARE NOT -INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. .1.. . ... -
OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL -INSTALLATION OF SEDIMENT TRAPS/BASINS. :. �� ... _. ...... ORIFICE SIZE = 1.5" PRINCIPLE WEIR = 828.00
OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER -CLEARING AND GRUBBING OF EXISTING GROUND COVER. .... ... .......... RREL = 80.45 LF 36" RCP @ 1.24% 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 BE REQUIRED, TO STABILIZATION. .., - .X. � . _.... BOTTOM BASIN = 824.00 1
1 -INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT. .7 . . ... ..... � ... REQ. VOLUME = 12,646.91 CF
CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALCIDISTURBED AREAS SHALL -COMPLETION OF CONSTRUCTION OR DEVELOPMENT. ..,. . ... ...... . *'
,
� .. .. � - - ........
. . .
. - -
. . . . . - ..
BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY -INSTALLATION OF STORMWATER RETENTION MEASURES. .... . .... .. -,/:, .......... ......... ACT. VOLUME = 12,650.00 CF
.. . .
.
I . , . :.. ... -
- . ... �
INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE -QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED. '. %. .. " .. : ...
\ .: .- . __ I
. .
.. �. - ,
.: . 1-111-1..,* ........ ­- I -....., SPILLWAY LENGTH = 30 FT
RECOMMENDED. IF WATER 13 ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE 11. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL SUCH TIME THAT SITE HAS BEEN -111, , .::: . .. ...... .... .......,*"*-",:-,.*. . :... ""_ ......... _... I `111\ "......,
. ..'.., .� ... . "" .. ...... ... .. RISER STRUCTURE = 4'x 4'I.D. PRECAST
FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS PERMANENTLY STABILIZED WITH VEGETATIVE COVER AND/OR OTHER DEVICES (PAVEMENT, STONE, - '*. - I , ... .... .�.. .... ...'.. ........ ......... .... I
I . . � I I--- . . ... I
. ,
.
. . . . . . . .
. .. .
ETC ... ). INDIVIDUAL MEASURES MAY ONLY BE REMOVED UPON APPROVAL BY THE IREDELL COUNTY .. : ... . ..'. ..... ._.. ,_ - - .., .. ............ """ .._... . ."..... . .....
OF THE STATE. I . : . .. .. " . ." - .. SKIMMER SIZE = 3.00"
12. ALL EROSI � ON CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES EROSION CONTROL INSPECTOR (LQS). SEDIMENT AND SKIMMER BASINS ARE TO BE USED DURING THIS . : : "'. :;. .".. ..,... ................ ..'........'_... ........... ....'. ............. . .......'. . .I.........
.
EROSION CONTROL GRADING PLAN. ALL LOTS WHICH CONTAIN SEDIMENT AND/OR SKIMMER BASINS . : . : : /� . " . .- ..... I .. . ...... . ORIFICE SIZE = 2.5"
. . .. . . .. .. ... . ...
OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL .. . , . . . � . .... ... '. '.. * . ....... ....
- , , - . .. '.... .. .. .... .
.
. .
. . ...
...
ARE TO BE DEVELOPED LAST. - - ` .. -. �* .. ..., : .. ___ - . ,., .... ..."..,
.
I V-114: I ., . .� .. .. , ... .... ........ " BARREL = 58.40 LF 24" RCP @ 0.86%
DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE - .. � .. ... ... �... � � - : - : "I ... , ...... .. "'.......:
12. ONCE SITE IS STABILIZED AS DETERMINED BY THE IREDELL COUNTY EROSION CONTROL INSPECTOR . . .. . . .. ....
'. ,.:.. .... ,�.. 1_.� ­... 1. 1. *. - - ­. . . �' .... .. ....'... I .
I .. . :.,. 1. .. - - ( . . ....... :
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE (LQS): � .. .. ... . "'.. `­'.*:-::..\.� ,.. . . ...... 1� ..... .......... ... � '*** .......... I.:
I . - -- - . . - .�
.�. \ ---.�--.. .... ...� - " ��... ** *`
. .. '....:. �.. . �, ..-.. - . ""... ... - - ....... `
*
� . , . .
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL ONLY BE REMOVED ONCE -RE-CONNECT OR INSTALL PERMANENT DRAINAGE PIPES TO FULL LENGTHS I '. I :..�:�,� ..�...:....:�.,.�......,......:�'""�::::::..:.,��-:�- , - . ...
, . - - . .. - `­­- *­ "
. -,_�­-.*:::.:::.'-%_ .- - ,... __,�
-REMOVE SEDIMENT BMPS . ;�,: I . , - I.... ... ....... "
.,.:. -. -�,. -. " .. - .... ..... .. � .. " . "
PERMISSION HAS BEEN GIVEN BY THE IREDELL COUNTY INSPECTOR. . .... - ... ... :: .. .... - - - __/ . "
-STABILIZE SEDIMENT BMP AREAS (GRASSING W/MULCH OR HYDROSEED) .... . -..,­.1.....-._.._.-_�� - ..� ­..... .....
.... -
.... ... * ........ . �Z­­- I .
. -.*.:-.`. .... � ...... .
.
.
13. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD . :, - . - - _:,:�Z-.. , :* "..... ... _.. ... - - ,
_____ I-- " ... .... - ­- - ....... . . ... :
.
-SUBMIT NOTICE OF TERMINATION ONCE SITE HAS ACHIEVED 70% PERMANENT VEGETATIOr ,\..'.­.*,...;�1- ..:: � " . � . ! :
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ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. ....... . . - U : .
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THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL AND IT SHOULD BE REMOVED .. I _.. ..... .. . ... -\�_ ­* - - " ­­ .... ` :1 ..'.. : �
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UIRE EROSION CONTROL FEATURES FOR ...- ... /",�/ ....­-�., ........... I----------- __�- , : .. : .:::-:: . ::.:,:�...: - - '­­..... , --- . ".
14. RESIDENTIAL SUBDIVISIONS REQ . , � - "' , .::, . - -Z .. * -
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INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION, INDIVIDUAL k .-..dl .� _-z-. ....... � 1. .
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PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN . ... , ,� Ae .., ...., ..'........ - - - * - ­.. . . ... , . "..'..".- ____�*­... : '.
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APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH N.C. GENERAL PERMIT , .. ., .... `.�-*; _.. - � . ­ . . "":::::::,-.,.".::..,.,.,........ . .. .�, ..... .. �
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15. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING . ... ... .. I--,' ." "'.. 1.,.� . ... -
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TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR DIVERT �J . ... .1. ... r , . ­V_1� - - - ...... F7 ... . . ......... �'& - - :�-:�­--,­ .. I .....
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-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. ... - ... .1 **' - * * .. ...I . I ..... ....... ��
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16. ALL WATERS OF THE STATE (WoS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR '.. .. .,.40 .. .... ... �.... ... . ��::.--` .�. :�11 ...... I AND 25BUFFER
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-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE . ...- /:, : .. .. ... . ,ft 8, -, .� . . : .. ... ..... I ...... , .. ..
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INSTALLED IN ALL AREAS WHERE A 50 .. ; . : '. .. :, . . .. - . � :
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DISTURBED AREA AND ALL WOS. A I O -FOOT BUFFER SHOULD BE MAINTAINED BE ; . . . ........ - '* ......'­* .... * ..... ­ ... * ........ ­­ ... *­ .... ...... I. -
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17. ALL INLETS COLLECTING DRAINAGE OR THAT MIGHT POTENTIALLY BE AFFECTED BY THE . .... ..... .. .. � -831# ___ .. .. I" , . ... ........... * ,., . , :. .
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LOT CONSTRUCTION SHALL HAVE INLET PROTECTION. INLET P ., . , .* ��: .. ....- ­.. ..­. .. ..... ." _B40 ....... .... -1' .­ ........ ......, , ::_-, .. , .. .....'. '.., .
ROTECTION MUST BE , .. -:­ - : � .. ..., ... . - ...'. '........I. ................ ... . . . . : : : I--- .
MAINTAINED UNTIL ALL AREAS DRAINING TO THE INLET ARE FULLY STABILIZED. : ... I - '.. %. -,A'.... I... i ... K .... ­­ .......... 1. ..... ........ : ,.. 1, � .... I ......... .. .......... :�".... . ....... � ...., ....' .. I - .... ......'..
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18. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH , 1,4(11 v ... :." :.1 ............ ..:..,*..,
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LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER :: : . - '%�, ....... __ --,, : - - ., .... .: : : "....... . . '**' **` ..., ..... I .... .... ............... .... ..,
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MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER I . . � : - - - f ...'........... ............ ...... � .............. .... ..... % *....­., '... - ....... ­_..
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19. PRIOR TO BEGINNING WORK ON THE SITE, CONTRACTOR SHALL FIELD VERIFY THE . . .. ..... 1. . . . ... I :
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LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY .... J ... . .i . : ..... .. ... .. , ... .. ., \ ...
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20. CONTRACTOR MUST CONTACT NORTH CAROLINA 811 A MINIMUM OF 72 HOURS IN - .. ..... , �.�w . .. . . . . . ; : . . .. .. ._ ......... � ... ... N .% � ...... I .... I .............. .........
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CONTACTING ANY UTILITY COMPANIES THAT ARE NOT UNDER CONTRACT WITH N.C. 811 TO : ... I . : :.. : � '... -__.-..% \ ... . : : / : .... '.. ... . ,�
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HAVE THEIR RESPECITIVE UTILITY LINES MARKE �;;,::. . . . . . . I IV'.. ., ....,
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DATE 7 ISSUED FOR 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
'12/05/20,18
Revision to Storm Labels .
1
5
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- __ -
R. Joe Harris & Associates, Inc.
13--tigineering - Land Surveying - Planning
Management
i27 Ben Casey Drive, Suite 10t, Fort Mill, S.C. 29708 P: [phone]
II-
www.rjoeiiarris.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.
^ 14 1
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Corporate Seal
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Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy . T. Kelley I-
Print/Plot Date
December 5, 2018
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONRCE, NC 281 1 0
P: [phone]
Project:
Sutter's Mill II
Drawing Title: I
Overall Initial Erosion
Control Plan
I
I
Project No. Drawing No.
.
.
2605 -
DWG File Name:
e'% A
- 26 1 05 -Erosion Control Plan . Eu_ I _J

SEDIMENT BASIN #200 EC -7
86LF TE ORARY DIVERSION DITCH WITH DRAINAGE AREA = 6.72 AC. � � ! .�. C-
ST AW WATTLE CHECK DAM TOP BERM = 820.00 / i 8
*S W WAT SHO 'BE PLACED AT EMERGENCY SPILLWAY = 819.00
M IMU FT E.. A'TTLES PRINCIPLE WEIR- 818.00 EC- / ® e C-6
E DETAIL),: CLEANOUT 813.52
BOTTOM BASIN = 812.00
n %
OR REQ. VOLUME = 27,290.96 CF C/
RIP -RAP APRON -
SEE EC -19 ,. DETAILS
i
I
30' X17' EMERGENCY SPILLWAY
>J
ARMOR WITH RIP -RAP
\�AND FILTER FABRIC f
STFRED
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:
" 5 OD PRECAST. -STRUCTURE
477LF PERMANENT DIVERSION„ DITCH WITH
RINCIPA.L WEIR818.00STRAW WATTLE CH ECK DAM
`'. PROPOSED SITE
DETENTION
BARREL * v
.;r' o LIMITS OF DISTURBANCE
STRAWWATT.LES.•SHOULD BE PLACED -AT
99.00LF 30 RCP a�..1.01 /o
/ A MAXIMUM OF 50FT BETWEEN..WATTLES
\ / TOTAL= 61 `AC
.
4 (SEE DETAIL)
INV. .,UP: 809 00..•''��
Z.
INV. DN: 808.00
........
.C*
INSTALL 185 LF DOUBLE ROW SILT FENOE
PI ' L P DRAT ••
NTY.
`�• .y W/ ORANGE PROTECTION FENCE'�ON"TOP
3 LF�12" PE ��19. % :� .a :�• INSTALL 385 LF DO�JBLE ROW
9 OF SILT FENCE (END TO CONC:*'OUTLET)
I
4 � W/ ORANGE PROTECTION FENCE ON F :`•. .. '�•. e---F�
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� IN � .00 OUT: 81�00:* ..........
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ECTI®N TYP:) :: ✓ W/ ORANGE PROTECTION FENCE ON a OF
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4 FENCE
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INSTALL ?46 LF DOUBLE ROW SILT •,.....• '
W/:ORA
`•��� � NSE PROTECTION FENCE ON TOP �•�.' .r--��:..•��` ,��.,.,... .,* �. �� �•.�, -��,.. .,,• `��,.�
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``•A MAXIMUM OF'-50FT BETWEEN WATTLES
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SEE DETAIL -�-... � � .. •�� ...... ....
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'''.... :............... •............ .. ......,....:.......-,- ......:.....' ::;•\ ..:.:;:::.::................`-- GASLINE-EASEMENT ,".,
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AREAS DRAINING TO BASIN ARE STABILIZED ' --- ' • :::
NOTE: STABILIZE SLOPES WITH MATTING AS SLOPES , ......• ................ \, -� �: ' N. .. ,
ARE TRACKED IN.
\ 1 . �' I: • '• t� I . � I. ::: '•. \,, NC GRID
LEGEND:
°\�. _ :
,�.
°\•
PROPOSED LIMITS OF DISTURBANCE =\_��r : \ N`*.`` \ \
GRAPHIC SCALE
—u- PROPOSED SILT FENCE ..............................................:.. .. .
PROPOSED CONSTRUCTION ENTRANCE
I
-
::.
40 0 20 40 80 160
c PROPOSED CONCENTRATION OUTLET !
. � ( )
TD -1* PROPOSED FEET PROPOSED TEMPORARY DITCH
1 inch = 40 ft.
05/10/2010
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
1'1/19/2018
Fifth Submittal to Troutman (Ulater/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
Associates,
Engineering ® Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: (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
b the Owner Owner's Agent or Contractor to the Authority
Y � g Y
having jurisdiction. j
Corporate Seal Engi
Cie,,,
CAR®' o ��NBoli'
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a C-4168 o o 44299 azo
S L
v�+ann want«
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Cate
December 5, 2018
Tient
TRUE HOMES, LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, 'MONROE, NC 28110
P: [phone]
Project:
Sutter's ill H
Drawing Tinea
Initial Erosion Control Plan
Project No. Drawing No.
2605
DWG File Name:
2605 -Erosion Control Plan EU

1
...............:.:,.....
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CcSHEETEC-6
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PIPE SLOPE -DRAIN (TYP.)'
33:42 -,LF 18" HDPE @ 34.42%-.,
INV IN: 84.1.50 INVf.®UT: 830.00 1
INLET PROTECTION:. ROCK PIPE -INLET
PROTECTION-..(TYP.).......,`: `�,
OU7T PROTECTION: RI.PRAP (TYP.)
�- ^ SEDIMENT BAS IN._#100•'''..
DRAINAGE AREA AC: \ `
TOP BERM -.= 838.00 -�
EMERGENCY-:SPILLWAY•'='8.37,00 `
PRINCIPLE WELR = 836.00 `
1QTTOM
LEANOUT = 83®:87
........ .......... BASIN = 830.00
:RE*Q'. VOLUME = 13,639:90 CF
�'''•. ACT. VOLUME = 13,670.00 CF -',.. ------ --.,�
SPILLWAY LENGTH 30 FT..
RISER'STRUCTURE = 4' x 4' i.D; PRECAST
SKIMMER SIZE = 3.00"
30' X21' EMERGENCY'SPILLWAY'
` ORIFICE SIZE =`2.511 _ EXI•STINO.
_ o ARMOR WITH •RIP RAP '"......, -�
::....BARREL - 66.85 LF' 1•.8 RCP @,\2.28%. — GALINE EASEMENT
AND -.FILTER FABRIC
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v OF SIR CE AREA---,/' ............................
N I T�hI fTl
RINCIPAL WE R - 836:00
...... �f- .........
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t o
1:
-*DETENTION BASIN BARREL' � �L `•• `., OUTLET ZQNE 25/0 `, �
Q C ''. I `. "O,F.SURFACE AREA
65 85L'F..1$. ; :CP @ 2:�2$ / 1176F �PERMAN.ENT DIVERSION DITCH V111TH' . 1
r
INV. UP: 827:5p`..'........ STRAW WATTLE CHECK•DAM
__
INV. 825.50 \ i • ............
. �-''''''.....:..... RAVV WATTLES SHOULD BE PLACED AT .............• ....'
I OUTLET ZONE..25 /o -_
'1- _- A MAXIMUM -QF 50FT BETWEEN WATTLES TREE SAVE ,
.•: OF SURFACE AREA•....
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STALL 355: LF DOUBLE"RO/ SILT FENCE:
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....
�, F I T N ...
' ........... O SIL F�E' ..C.E (CONC: `OUTLET TO END)
.
..........
..............
INSTALL 340 LF DOUBLE ROW SILT FENCE''....
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W/ -ORANGE PROTECTION FENCE ON TOP OF
.................. ....... SILT .(END TO..CONC..OUTLETFNCE
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TOTAL'::01 AC. .......:.::...: "' ......
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..... _. ...................• 8 8 ..• $ H.D. E .@ ..• . 22' .. •..'•'. ••.....
....................:......
I �^ ' ''•...... �- INV„ IN: 836,00 INV O.UT. 830.:00--,...
.......... .
:...... ...:....� __ INLET PROTECTI®N:..RQ.CK-POE INLET
PROTECTION TYP. '-.•
:
T�;ET PROTECTION: RIPRAP (TYP.) , -- -
...
4
INSTALL283 LF DOUBLE ROW SILT FENCEt .. ,, . � •'•.:'::...;. � �: :''.:' �`' - �-..,
W/ ORANGE••PROTECTION" FEN, EON TOP OF : , : ::::
SILT FENCE CONC. OUTLET TO CONC.
` .....'� „•• ''
OUTLET) '��� �, :........::.... .
p. •. ,
— --� ZI��
-- . - _z`...........................:................................•''' '' :r I �® i
.STAGGERED : �� . .
1 - 25 LF PERIMETER BUFFER
� `� •
.................:..:.........:......:...,............ -`- __ CONC. OUTLET (TY
- '�T
EXISTING STREAM......................�....
.....:.. _
L.............................................•. :.
................................. ~' AN.Q.25' RUFF€R -- `' -'-' `
......-..... ....
SEE EC=19 FOR:DETAILS
:...... ........... :. ,.. ............
..............................
VICINITY MAP - N.T.S.
05/10/2013
Initial Submittal to Town of Troutman& Iredel County
0
03/10/2013
Second Submittal to Troutman & Iredel County
1
09/10/2013
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
NOTE: DIVERSIONS TO REMAIN IN PLACE UNTIL
AREAS DRAINING TO BASIN ARE STABILIZED
NOTE: STABILIZE A MATTING SLOPES WITH SLOPES
® T S
ARE TRACKED IN.
LEGEND:
IN= RM PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED CONSTRUCTION ENTRANCE
cam® PROPOSED CONCENTRATION OUTLET
ID PROPOSED TEMPORARY DITCH
GRAPHIC SCALE
( IN FEET, )
1 inch = 40 ft,
160
1
1R `` 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.
i
Corporate Seal Engin. CAe
i0®®611111111/!®� \ 1 hit lOg�
°®FESS/p°o�y',= ;®® �o>Q�OFESS/off%y'
SEAL oW� SEALe e
S C-4168 5.-: a z 44299 „zo
O A r✓j ,� "�
INc
`x®4;11 a 11,;x.®�, v
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
HOMES,TRUE LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's iII I�
Drawing Title-
Initial
itle;Ii ° Erosion ntrcl Plan
Project No. Drawing No.
2605
10WC File Name:
2605 -Erosion Control Plan

VICINITY MAP N.T.S.
mey Evia
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
LEGEND:
EM SM PROPOSED LIMITS OF DISTURBANCE
--El— PROPOSED SILT FENCE
PROPOSED CONSTRUCTION ENTRANCE
came PROPOSED CONCENTRATION OUTLET
['o 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/Sevier/Storm) 4
12/05/2018 Revision to Storm Labels 5
mow whars below.
N eai4k 4 One -Call Center Call bef:ore 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: [phone]
sumum
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 S
Ro!�a
iiii4444111l/i/°j® ®441 it lrs1j
CA A ®°
y''''., �` ��N a
ESS/p ° m��y''r✓ ; moo, �OFESsj�2,��9'�®.
SEAL Cha ow SEAL
®� a C-4168 > Z : r ° �' 44299 ;�F:
S° �'
��,I-SVG A�S vis �� s'' L
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
T RUIE H 0 M E9, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter'sIII 11
Drawing Title.
Initial Erosion Control Plan
Project No, Drawing No.
2605
DWG File Name:
2605 -Erosion Control Plan

rrcvrcMl T r IJUINIUMIMT
l
N
co O
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 101,1 ort Mill_S.C. 29708 1?: [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.
H
Corporate Seal Engin r ° S a®
1
®`o®`�eeanaarvyo � tees: ,A
CART® � ��\A CA ROI
`1 ®° ESS/04-19
O,y °Q N° 9
® °a o
°
SEAL _ - ow SEAL
® C-4168 44299 ;�7a
41
'®�7 °OO oo°000°°°G�� `oe` '✓os OAA °O000000°O °�� ®®0® � A
1 s e v t to ` 6@
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 i1111
Drawing Title:
Initial Erosion Control Plan
Project No. Drawing No.
2605
DWO File Name:
2605 -Erosion Control Plan

EC -7-N,
—EC -8
,,,,EC -6
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.
DAT--
E I UED FOR RE
0 511 0/2 01 8
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
1'1/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman(Water/Sealer/Storm)
4.
12/05/2018
Revision to Storm Labels
5
11M. 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
011111111111 till 11I.,
CARO RO
QFV-SS/p °°�q'®
<m SEAL CD SEAL �>
o � C-4168 ° z m 44299
®ti°°/NG & Svc° ° b v a
®y� ° < ,
�c� �7G A JSoIt 4S®�°
J
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Piot mate
December 5, 2018
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SMITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill 11
Drawing TitI :
Initial Erosion Control Plan
Project No. Drawing No.
2605
DWG File Name:
2605 -Erosion Control Plan

.. s�..
. :.� : ;: ; .• STAGGERED ; \ ••.... ............*,;....:.:.... .. ..:. � ..: ® ---
CONC. OUTLET (TYP.)
-=
2
EC -
EC -3
molls822
Key Map
: ° l826 t
...
830 830 30
::. / �_ ..
• R. Joe Harris Associates, Inc.
. •.
� NOTE: DIVERSIONS TO REMAIN IN PLACE UNTIL
Engineering
® Land Surveying ® Planning
:: /: :''.• / :•, AREAS DRAINING TO BASIN ARE STABILIZED g Y g
°�
............
•' � Management
V� 127 Ben Casey Drive, Suite 101, Fort Mill; S.C. 29708 P: [phone]
NOTE: STABILIZE SLOPES WITH MATTING AS SLOPES
...
r BAFFLES (TYP.) I :` vr°� ARE TRACKED IN.
:i'. •Ae
830—
www.rjoeharris.com
EMER' Y SP LWA (o/ TYP.
' `' "" R ®R WI RIP -RAP �iP " ® )° OUTLET Z® 25% This drawing shall not be used for construction purposes until the
�v d PIPE SL., RAIN`(
!� `' 25.57 LF .18 HDPE @ 7.82 /� ET N,E'' g p p
t D FILT R BR seal and signature of the responsible registrant appears on the
INV IN: 826.00 INV OUT: 8 4.00 :OF
SURFACE AREA SEDIMENT BASIN #400
drawing, and proper permit forms and related fees are transmitted
o
o -
ET ZONE 35 /o
OUTL Z
PIPE INLET
:: •• P K "'
-OU O E 25 DR A A — 21.4 AC, by the Owner, Owner's Agent or Contractor to the Authority
• � .:•' •..• NLET RaTECTION• R /° DRAINAGE AREA
® FA AREA (� T1� having jurisdiction.
' :�' / ..,: :�':� •'� ..'•'•'� •..•` :•'"'�'` R TE TION (T1FP.) OF SURF .... TOP BERM = 830.00
.� p
OUT ET PROT I CTION: RIPRAP TYP:' EMERGENCY SPILLWAY = 829.00
..�" F SURFACE RE /
A AREA
� { � / .corporate deal Engine r'
/ PRINCIPLE WEIR = 828.00 \Inunl,/ or Illi
PIPE SLOPE DRAIN (TYP.) \
CLEANOUT = 825.80 ,®® �� CA�p a,® �� CAR®
:ov17,66% ' INSTAL 282 LF DOUBLE ROW SILT.FENCE . °°°°°°°
�•; aC� �, 28.31:LF 6 HDPE @ I p a °
P O•F.:' BOTTOM BASIN = 824.00oFtissroN°°°y
INV.:fN: 821.00 I.NV OUT: 816.0 W/ORANGE PROTECTION FENCE ON TO ° y °
�( Z ° REQ. VOLUME 12 646.91 CF r r o a r� <
OUTLET'TO CONC. OUTLET
OUTLET ONE 35 /o °� tom°
INLET PROTECTION" PIPE INLET. SILT FENCE:: �CONC. ) 4 0 z°
.... rn SEAL -D > U z - %F-
OF SURFACE AREA - s °N 44299 F.
PROTECTION;`
:(TY' { / '� ACT VOLUME 12,650 00 CF ®z, o z z o r SEAL
j SPILLWAY LENGTH = 30 FT O o o��C 41 8 �:o z: z°
OUTLET PROTECTION: RIP/RAP (TYP::) / _ F` °eF�PiN svo
RISER STRUCTURE - 4'x 4 I.D. PRECAST
RLP -R A O ®•,;his SpG,,. .,,q S
/ SKIMMER SIZE = 3.00
.;:. AS L
It C- F DETA n °®®///f�1111\®®` °®°!/ffllllll \
/ °
ORIFICE SIZE = 2.5
OUTLET TLET ZON�25 /o
•
OF SURFAC AREA::
- 5 0 24 0
Project Manager Drawn
/ ...•�• BARREL 8.4 LF RCP @ 0.86 /
J. Hegemenn M. Ali
-✓ SGRE : `Department/ .. OUTLET ZONE 25/'
:.• Managdl Checked
C. O LE Y .)
OF SURFACE A
: e
R A P. Murphy T. Kelley
f/ rL
...., -
Print/Plot Date
•
,,. December 5, 2018
�� •.�, •.•.•�.. .••.•. % •........... ''
J
_ ClientOUTLET ZONE 15% 411
OF SURF.ACE AREA
TRUE HOMES, LLC
............. 1 .-' 2656 BREKONRIDGE CENTRE DRIVE,
„... `
5'X5'0.D. 104, MO OE, NC 28110
PRECAST.•STRUCTURE.... SUITE NR
PIPE SLOPE DRA�rN (TYP. /'
/ PRINCIPAL WE11 = 820.00 ) ``: ,: ' P: 704 238-1229
12" D 36%
29.94 LF � PE @ 13.. .. / �',--�- (� ...0o ( )
PROPOSED SITE 1 o
INV IN: 8 .00 INV OUT:.. 16.00 C)
LIMITS OF DISTURBANCE Lill
TOTAL- 61 AC+ � INLET -PROTECTION: ROCK PIPE INLET
_ PROTECTION (TYP:)'F-
/r - ' - OUTLET PROTECTION: RIPRAP.•(TYP.) f
00 W Ill
Project.
$30'
f ` j
Sutter's i1111
DETENTION BASIN BARREL :'
6
80.45LF 36" TCP @ 1.24% '
INV. UP: 813.00 �............................... � I
Drawing g T11e
INV. DN: 812.00
I Initial Erosion Control Plan687LF TEMPORARY DIVERSION DITCH WITH
STRAW WATTLE CHECK DAM ..''
*STRAW WATTLES SHOULD BE PLACED AT �,
........ � '� .............:.. .................. •, '''•'.................. ... ... :�• :� SHAT EC -7
A MAXIMUM OF 50FT BETWEEN WATTLES
LEGEND: (SEE DETAIL) ...••SHEET EC -6
EM RM PROPOSED LIMITS OF DISTURBANCE ......
INSTALL 318 LF DOUBLE ROW SILT FENCE
.............. 41 . ........ At"
PROPOSED SILT FENCE W/ ORANGE PROTECTION FENCE ON TOP OF GRAPHIC SCALE
PROPOSED CONSTRUCTION ENTRANCE SILT FENCE (END TO CONC. OUTLET) - . o.
,.••• •....... ....•.... ""•....:....:....... � 40 0 20 40 SO 160
Project Flo �it°Rtvit3i� N
o�o PROPOSED CONCENTRATION OUTLET
TD -0-i �� IN FEET
PROPOSED TEMPORARY DITCH C ( )
DWG File Name:
1 inch = 40 ft.
2605 -Erosion Control Plan

......................:-......
........:..
....,.
••.....- _ O� s
......
4
a �
....
,.--�� '-`�.�� - r-,__-- ...•�-mak, �,.~•"_`. - �----'� :... ,:......:. '.. ,: ..•'
VICINITY MAP - N.T.S.
DATE ISSUED FOR REV
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
11/19/20'18
Fifth Submittal to Troutman (Water/Sewer/Storrn)
4
12/05!2018
Revision to Storm Labels
5
r®luy ivaaF✓
NOTE: DIVERSIONS TO REMAIN IN PLACE UNTIL
AREAS DRAINING TO BASIN ARE STABILIZED
NOTE: STABILIZE SLOPES WITH MATTING AS SLOPES
ARE TRACKED IN,
LEGEND:
OEM MM PROPOSED LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED CONSTRUCTION ENTRANCE
c PROPOSED CONCENTRATION OUTLET
TD PROPOSED TEMPORARY DITCH
GRAPHIC SCALE
V
MIX. Joe Harris & Associates,
Engineering - Lana Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.cor
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
A%%1111111111 *
CARO` °°+.
S S/0�
m° —
®, g r, SEALe SEAL -
®c. C-4168 e c - 44299
CO -
Bill"% %% 111111111111%
Project Manager
Drawn
J. Hegemann
M. Ali
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot fate
December 5, 2018
Client
HOMES,TRUE LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's i I l 1
Drawing Title:
Initial Erosion Control Plan
Project No,
Drawing No.
2605
DWG File Name:
2605 -Erosion Control Plan

GENERAL NOTES: EROSION CONTROL CONSTRUCTION SEQUENCE
1. CONTACT THE IREDELL COUNTY SEDIMENT CONTROL OFFICE NOT LESS THEN 48 HOURS I OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM DEQ ANDJOR IREDELL COUNTY.
BEFORE COMMENCEMENT OF THE LAND -DISTURBING ACTIVITY. THE DEVELOPER SHALL 2. SET AN ON-SITE PRECONSTRUCTION CONFERENCE WITH NC DEQ AND/OR IREDELL COUNTY EROSION
ALSO CONTACT THE COUNTY AFTER THE REMOVAL OF THE TEMPORARY SEDIMENT CONTROL INSPECTOR. PRECONSTRUCTION CONFERENCE SHALL BE USED TO CLARIFY THE SEQUENCE
OF ACTIVITIES AND ITEMS OF CONSTRUCTION THAT MUST BE ADDRESSED PRIOR TO BEGINNING
CONTROL MEASURES. GRADING ACTIVITIES. EC -1 0
2. INSTALLATION OF INTERIM EROSION AND SEDIMENT CONTROL AND STORMWATER 3. INSTALL CONSTRUCTION ENTRANCES FIRST, BEFORE ANY OTHER ACTIVITY HAS BEGUN. NEXT INSTALL
's,
MANAGEMENT MEASURES MUST TAKE PLACE INITIALLY BEFORE THE COMMENCEMENT OF ALL TREE PROTECTION FENCING AS SHOW ON THE EROSION CONTROL PLANS. THEN INSTALL SILT
FENCE, SEDIMENT BASIN, SKIMMER BASIN, AND CONCENTRATION OUTLETS AS SHOWN ON THE EROSION
utters Mill 11
ANY LAND -DISTURBING ACTIVITIES. C-1 6
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
EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND UPON SATISFACTORY REVIEW OF THE
EROSION AND SEDIMENT CONTROL MEASURES AND FACILITIES DURING THE
EROSION CONTROL DEVICES BY THE ENGINEER AND/OR EROSION INSPECTOR, CONTRACTOR MAY EC -1 C-14 (D
DEVELOPMENT OF A SITE, AS REQUIRED BY THE APPROVED PLAN OR ANY PROVISION OF CLEAR AND GRUB THE REMAINDER OF THE SITE. /yo
THIS CHAPTER. OPERATIONS AND MAINTENANCE CONDITIONS SHALL BE INCLUDED IN THE ob CD
z a
4. MAINTAIN EROSION CONTROL DEVICES AS NEEDED AND/OR SPECIFIED. SEDIMENT BASINS AND 0)
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 o_
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 Rd 6
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 PRINCIPLE WEIR = 820.00
DIRECTED BY ENGINEER AND/OR IREDELL COUNTY EROSION INSPECTOR. a
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 e
REQUIREMENTS NOTED ON THE NEW STABILIZATION CHART. AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPARTMENT OF AGRICULTURE AND CLEANOUT = 818.59
6. THE RESPONSIBILITY FOR MAINTAINING ALL PERMANENT EROSION AND SEDIMENT THE LOCAL GOVERNING AUTHORITY STANDARDS. BOTTOM BASIN = 816.00
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. 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 0-/ C-1 2
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 EC -1
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 NPIDES RISER STRUCTURE 4'x 4'I.D. PRECAST
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 SKIMMER SIZE = 3.00"
COUNTY EROSION INSPECTOR AT ALL TIMES. DAILY LOG SHALL NOTE THE DATE, CONSTRUCTION Key Map
NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. ACTIVITIES AND RAINFALL DATA (AT A 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,
10. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) A LIST OF POSSIBLE PHASES MAY INCLUDE: DRAINAGE AREA = 21.4 AC.
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.
-QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED. REQ. VOLUME = 12,646.91 CF
INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE 11. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL SUCH TIME THAT SITE HAS BEEN
RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE PERMANENTLY STABILIZED WITH VEGETATIVE COVER AND/OR OTHER DEVICES (PAVEMENT, STONE, ........... ACT. VOLUME = 12,650.00 CF
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 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 SKIMMER SIZE = 3.00"
OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DEVELOPED LAST.
E X 1, $, T-) "G. fREA' ......... . ..........
DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE 12. ONCE SITE IS STABILIZED AS DETERMINED BY THE IREDELL COUNTY EROSION CONTROL INSPECTOR: ORIFICE SIZE = 2.5
-RE-CONNECT OR INSTALL PERMANENT DRAINAGE PIPES TO FULL LENGTHS ......
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE 6
-REMOVE SEDIMENT BMPs AN 0,/2 BUFFER .......................... 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 .......
FUTURE ROADWAY
ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST.
THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL AND IT SHOULD BE REMOVED
CONNECTION WITH
IMMEDIATELY FROM ROAD, NOT AT THE END OF THE DAY.
TEMPORARY TURN
14. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR - - ------ .... ........
INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL . ......
AROUND
.............. .... ..
PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN
..........
APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH N.C. GENERAL PERMIT
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
SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.
16, ALL WATERS OF THE STATE (WoS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR
OTHERWISE CLEARLY MARKED IN THE FIELD, A DOUBLE ROW OF SILT FENCE IS TO BE ROADWAY STUB FOR
INSTALLED IN ALL AREAS WHERE A 50 -FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE
FUTURE ROADWAY
DISTURBED AREA AND ALL WoS. A 1 O -FOOT BUFFER SHOULD BE MAINTAINED BETWEEN
THE LAST ROW OF SILT FENCE AND ALL WOS. CONNECTION
THERS)
17. ALL INLETS COLLECTING DRAINAGE OR THAT MIGHT POTENTIALLY BE AFFECTED BY THE ....... (BY 0
LOT CONSTRUCTION SHALL HAVE INLET PROTECTION. INLET PROTECTION MUST BE .......
..............
MAINTAINED UNTIL ALL AREAS DRAINING TO THE INLET ARE FULLY STABILIZED. ........
18. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH ........
SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED .............
LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER
MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER
D SCHARGES. ........ ...... ..........
19� PRIOR TO BEGINNING WORK ON THE SITE, CONTRACTOR SHALL FIELD VERIFY THE
LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY
POTENTIAL CONFLICTS THEY MAY HAVE WITH THE PROPOSED WORK. ........... I ................
20. CONTRACTOR MUST CONTACT NORTH CAROLINA 811 A MINIMUM OF 72 HOURS IN ................... ......
ADVANCE PRIOR TO BEGINNING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR .........
CONTACTING ANY UTILITY COMPANIES THAT ARE NOT UNDER CONTRACT WITH N.C. 811 TO
HAVE THEIR RESPECITIVE UTILITY LINES MARKED. VERIFICATION OF UNDERGROUND ................
...................
.............
UTILITY LINES PRIOR TO DIGGING IS THE LAW.
..... .............. ..........
r...... .......... ........... ............ :* ..........
EMERGENCY ACCESS
..............
W/ GATE.
.. . . ........... ......
NOTE: DIVERSIONS TO REMAIN IN PLACE UNTIL
. ............... ... RIGHT OF WAY FOR FUTURE
AREAS DRAINING TO BASIN ARE STABILIZED ........... ....... ROADWAY CONNECTION
...............
> ................ (BY OTHERS)
-7
NOTE: STABILIZE SLOPES WITH MATTING AS SLOPES
ARE TRACKED IN. ........
PERMANENT DITCH
V_x . .....
SEDIMENT BASIN #200 EMM mom ........... ........
............
. .............. "I ........
................
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
X. . . ...... ... -
ACT. VOLUME 27,300.00 CF
.... . ......
..... .......
L jlb L - - J
.. .. . .....
SPILLWAY LENGTH 30 FT
RISER STRUCTURE = 4'x 4'1.D. PRECAST
_i6 ... ....... h
+
SKIMMER SIZE 3.00"
+ +
ORIFICE SIZE 2.5" ... ...
4 , - , , 0­�� !
ME
BARREL 99.00 LF 30" RCP @ 1.01% "In
Lak
X
J
................
....... ....
............. ......
...... 4STING
. .... /EX
...... �EA�
........ ...
...........
........... ........ ...............
................... AND 25-_�t
...........
FEMA 100YR FLOOD LINE
............... ..... ......... ............
...... ...........
. . ........
.... .. ....
SEDOOW:BASIN #100 ff ........ . ............
...........
.. .... .....
...........
............
DR*AINAGE*AREA 16.1 AC.
.. . .............. .......... .......
............... . ............ ........
TOP BERM = 838.00
EMERGENCY SPILLWAY 837.00
... ..............
............. .
PRINCIPLE WEIR 836.00 Li
................
. ............. ................................. ..........
CLEANOUT 830.87 Z
. . . . ............
...... ......... \3 .......
................ ......... .. ...........
........ ... . .........
T
.......... ........ ........... vv,
44�
LEGEND:
......... .. ... . . ..... .... ....... ...............
BOTTOM BASIN 830.00 ......... . -, :
... ... IL
ALK�16­� RA
... . ............. ......
REQ. VOLUME 13,639.90 CF
..........
PROPOSED LIMITS OF DISTURBANCE ........ ... ....... ...... ... ....
.......... ................. ........
ACT. VOLUME 13,670.00 CF .........
............. ......... . ...........
.. ...................
GRAPHIC SCALE
SPILLWAY LENGTH 30 FT
El PROPOSED SILT FENCE .... ... ....... ......
RISER STRUCTURE 4'x 4'I.D. PRECAST
, eq
PROPOSED CONSTRUCTION ENTRANCE -150 0 75 150 300 600
PROPOSED CONCENTRATION OUTLET SKIMMER SIZE 3.00"
ORIFICE SIZE = 2.5"
TD --Ob- PROPOSED TEMPORARY DITCH BARREL 66.85 LF 18" RCP @ 2.28% 'IN FEET
1 inch = 150 ft.
ISSUED FOR
05110/20,18
Initial Submittal to Town of Troutnnan& Iredel County
0
08/1012018
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
12/06/2018
Revision to Storm Labels
5
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
127 Bea Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjole'arris.coni
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 Fingm
'.1%%J111111111 fill,
0 -,f,
CAR"" U A Ro ""e,
41. _y 1�
M SEAL E
4429
1 00 o 6.0
jr
(k Abz)"-' 0"'
"ifill
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOME03, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
f_*1
Soutter's Mill 11
Drawing Title:
Overall Final Erosion
Control 'Ian
Project No. Drawing No.
2605
DWG File Name:
2605 -Erosion Control Plan EC -9..A

0/2018 initial Submittal to Town of Troutman& Iredel County 0
0/2018
Second Submittal to Troutman & Iredel County
1
0/2018
Third Submittal to Troutman
2
17/20,18
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
9/2018
Fifth Submittal to Troutman (VVater/Sewer/Storm)
4
15/2018
Revision to Storm Labels
5
A. Joe'Harris & Associates, Inc.
Engineering ® Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 2970$ P: [phone]
www.rjeeharris.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. t
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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:
Final Erosion Control Plan
Project No. Drawing No.
2605
DWG File Mame:
2605 -Erosion Control Plan

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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 (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm labels
5
r®uy IVICIP
NOTE: DIVERSIONS TO REMAIN IN PLACE UNTIL
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1 o. Harris`
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjofeharris.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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Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Pkat Date
December 5, 2018
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: 704 238-1229
Project:
Sutter's ill 11
Drawing Tills:
Final Erosion Control Plan
Project No. Drawing No.
2605
DWG File Name:
2605 -Erosion Control Plan EC -1 A

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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
f=ifth Submittal to Troutman (`Nater/Sewer/Storrn)
4
12/05/2018
Revision to Storm. Labels I
5
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:. ` :W/Q.RRNGE PROT ,.dION- FE:NCE• ON TOP'flF:'`� :' : ` ; ; ,
•. - __ —
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::
,.� PROPOSED LIMITS O M OF DISTURBANCE
: ILT FENCE END TO. CONE. OUTLET - .. Drawing Title.
. '.
:..
. .........I ......................... .... .
...:........:'.
1.
PROPOSED SILT FENCE
... J
...., .................................. •- I / SED CONSTRUCTION ENTRANCE Final �I ®r� Irl
.................................
I.
� ....... ,,..
- 7 i y
. PROPO co to NCE Erosion O r01
STAGGERED- :...: :'.:: _ - X c PROPOSED CONCENTRATION OUTLET
----�--- --- ___ _ •
_ _ d\i f
CONC:..OUT'LET (TYP.) %
.
......... ... i
............I............
l / ' TU PROPOSED TEMPORARY DITCH
................... I...... I.,....... _•-L , [• ! ,. ''r
r
:' r % 25 LF.PERIMETER SUFFER
:'::::::.: "'.....:.......................................•...................... / ... ' ,: ' r
:....
................................:....•...................:.......................,....:....................................... r ::.:....' :. �,':
-- — ._ r - --1. / I —
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Project
:.. No. r
••.......................I...I...... _ _r ;' —
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40 0 20 40 80
1 __ .. , 5
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_ • LVd; rile dame
1. -. __ g /
r ................. _ - [__ .• �j j IN FEET 6�
1 inch = 40 ft. 2605 -Erosion Control Plan

012018 Initial Submittal to Town of Troutman& Iredel County 0
0/2018
Second Submittal to Troutman & Iredel County
1
0/2018
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
5/2018
Revision to Storm Labels
5
expeouffimum
R. Joe Harris & .Associates, Inc.
Engineering band Surveying a Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjo,oharris.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 `
®0000+IIIIII/11,®°® % 11 /11!188
CA Rpt'°>>> ��N A R0�� ®>
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SEAL
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a C-4168 r 44299 z°
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✓>> °00000ap0° (+\P ♦®O !®> ,/'oO°000000° 4 ®`
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I1
& ASS ,�®` >'°°° S®1 L,
1 �° �
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 SREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project: ,
Sutter's ill 11
Dralming Title:
Final Erosion Control Plan
Project Nor railing No.
2605
DWG File Narne:
2605 -Erosion Control Plan

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
'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
R. Joe Harris & Associates, Inc.
Engineering ® Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoieharris.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 Sea!
CA
rn
,,%** 0%%J11111111
o*eq
®�d m SEALSB
AL
C-4168 99ll'iet
yo'
®
e;�F:
°'0®°+ee p/s ASS® 00°°°1 °1'oe�s� S� LN3 °° L)
+nnne® l/
Project Manager drawn
J. Negemann 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
[TWO File Name:
2605 -Erosion Control Plan

DATE ISSUED FOR REQ!
3/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
3/10/2.0.18
Second Submittal to Troutman & Iredel County
1
D/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)
4
?/05/2018
Revision to Storm Labels
5
Joe anise �1ssOciates, Inc.
Engineering ® Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
vvww.rjoenarris.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
®®111111111111
4®°,,0` Y\ CA R p� j" ®o%�� CA Ro�� a,®
'ESS10 �9'''. / .`o`�a �R°pFESS/��,�/9'.,'
® M SEAL < v y SEALCW
°oc> C-4168 o z :: 44299
via
"#/;IS&A�ae®1®a�®®® ,�A�Oa14S 101,
VT
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Hate
December 5, 2018
Client
T RUE H U10 M E SS, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
utters ill 11
Drawing Title:
Find Erosion Control Plan
Project No. Drawing No.
2605
DWG File Name:
2605 -Erosion Control Plan EC—Al

PROPERTY' BOUNDARY
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gailwtadS Rd est o\e1 �d
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INSTALL..369 LF DOUBLE ROW SILT FENCE
___
W/ORANGE PROTECTION FENCE ON TOP OF
......
- SILT FENCE(C®NC:..QUTLET TO END) / RIGHT OF WAY FOR a
.' VICINITY MAP -N.T.S.
ROADWAY
GONNECTI.Q:Iv YVITH.... :
1,044 SF TURF RE1NFORCEMENT I TEMPORARY TURN
�' /
/ F ...
MATTING FOR SLOPES GR ATER / f......:... ...........;AROUND % EC -15
THAN 3:1(SC250 OR EQUAL / ..................
INSTALL 140 LF DOUBLE OR G EATER /:...:...................:......................: / I / ~ ® -
ROW SILT FENC
W/ORANGE PROTECTION INSTALL 91 LF DOUBLE ROW SILT FENCE
FENCE ON TOP OF SILT -- — /ORANGE PROTECTION FENCE ON TOP OF / EC -13 C-14
FENCE (CONC. OUTLET SILT -FENCE (CONC-:OUTLET TO END-) ....................:...................... ' C �R
T® END) .. / d '......... ......:.... ............
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............... ...:.....:........ ::... ............. ...INSTALL 258..L.F DOUBLE ROW SIL-T�FENCE
...............................:........ , ---- _ — —
CJ 30'.X21...EM.E :. GENCY SPILLWAY.....•..... ................:. :.::.;� s4:.:.............W/ORANGE..PROTECTIORI"FENCE..UN TOP OF — — __ -- -__
_._ _ - - - ...........I— ............... � i" '\ -- - -
S1T FENCE:, C®NC. OUTLET..T.® CONC. OUTLET:........: _ _
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AND FILTER FABREC :.........................:...............
L1.1........ W.- ........................:..
......:.
f 806 SF TURFEINFOICEMENT `
..... --_ " •........... .......... I
............................... r>... ........... � ••..... ........:.....MATTING FOR SLOPES GREA•TE.R.....
.• .............
............. ........ ......... ..... .... ........ .117)217) .....:. �,.........:..:.....,%l.. - T -A- :... F D B .ROW. T FENCE'............ :........
......... .............. INSTALL 33.1...L........,.®U....LE. .SLL.................
x :..:...................... T.HAN..3.,1 SC250 OR EQUAL......... C-12
�.... (........ .........
.... ..... .. .
- — - DTE.NTION BASIN BARREL - . --- --- _ ••',�P s/' .. W/ORANGE- PROTECTICIN FENCE�N TOP O EC -1
r/ ,
i /'{ ........................OR GREATER .............:.......................... - _ EC®1
�.. .,`- . _ -- •....... I T ENCS CONC...OUTL T•.TO..C. NC. OU LE .
...58:00LF 36 RCP @ 0.86 /o / �......; _ 4........... S..IY.....E.......... ( Q ...............
j ...., ...... '�;
............... ........ INV ......1 N: 809.50
'.-:.......... �,..; .... c K..:......... , f l P • ... /�. PROPOSED PIPE CULVERT ................:.
J/
_ -I V. OUT: $10 ......... : , ,
_
Key Map
\
`"• :� a ..... NOTE: DIVERSIONS TO REMAIN IN PLACE UNTIL
. - - .•.... '�., ..:.... .. •......., , A . • � �. ,.� �' .� � ., `�. r _ AREAS DRAINING TO BASIN ARE STABILIZED
_
:.............
I
. NOTE. STABILIZE SLOPES WITH MATTING AS SLOPES
•� 77%..,..7/.if.rr 7/.!!. .•f r, ..,/— .. ✓ ./1, ?/! ,}.t ,.R .,/ !..f%/ f/7/,�!l,I.: f1J11`f7/: ,,/•1 /••'. l' % I//. /—%I.tf r ••lJ�•7I/'li'/:7'.� 7r/1I�'1, _rJl%/ . r/, _:/. %/7,✓7
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RIP RAP APRON
DATE ISSUED FOR REV
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 (Water/Sewer/Storm)
3.
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
12/05/2018
Revision to Storm Labels
5
Joe Harris & Associates, Inc.
Engineering Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort MID, S.C. 29708 Y: [phone]
ZBEIRMEMEW
www.rJoeharris-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 Engine, S
CARO",, si
Rz, ESS/0 ° ��y ®: ©°00fESSjp�y
n, SEAL`w SEAL �e
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- - - - -
� .....x ``— .�•~ 16' PLA NG Project Manager Drawn x x
STRIP
......
J
. He emann M. Ali
x Department Manager Chocked
.... �
.
C 19
............. :...
\ P. Murphy T. Kelley
C # 3'' l� / , I f Icri Date
NDI #41.6 �� 7 •i n.:
r I f j December 5, 2018
I� Client
�...... A
aIx.
....... I ..........: . .......
171... ........ r 7
''•..• / J f ;; � , ,.,..� :'� ...:......:.:2®'..sTORM EASEMENT TRUE , LL
g50` I T f f 2656 BREKONRIDGE CENTRE DRIVE,
: AJAI
. I � ......................•... .; y 1.✓I SUITE 104, MONROE NC 28110
SEDIMENT BASIN #400 .................... / , f fP, P: 704 238-1229
DRAINAGE AREA = 21.4 AC. I ( I I ( )
TOP BERM 830.00
if
EMERGENCY SPILLWAY = 829.00 ........... :..... :..... ' `; ,iii
PRINCIPLE WEIR = 828.00 �_ __ ,rifr.r Nc cxin
CLEANOUT 825.80 0- f I' , /
BOTTOM BASIN 824.00 .............. 7r ......:.. Project:
r
REQ. VOLUME = 12,646.91 CF .. I .. ,. ••..........., r,•.... ••
I....... I .....'') ........... / PROPOSED SITE
ACT. VOLUME = 12,650.00 CF ''�'••
f r ....Sutter'sMill 11
SPILLWAY LENGTH = 30 FT
-'�'� . ••""•••�• •• I � • " � I rr; LIMITS OF DISTURBANCE
RISER STRUCTURE= 4'x 4' I.D. PRECAST ;''o I 'f TOTAL= 61 AC±
SKIMMER SIZE = 3.00„ c�>'f,/;
LEGN®.
ORIFICE SIZE = 2.5" I '
�-
BARREL 58.40 LF 24 RCP @ 0.86%WI ,� .. ,.•
i I ,,
-' f, PROPOSED LIMITS OF DISTURBANCE Drawing Title:
f� f7 CII I / %f /✓
. r;, ,,7• f
c PROPOSED SILT FENCEFinal
in I r i
on Control Ian
x x PROPOSED CONSTRUCTION ENTRANCE
7'r77
07
f/ 1;jPROPOSED CONCENTRATION OUTLETB 7 i r
f' TD ,`1 ; a)"rr, " 77 //1 D
/ j• 1 %i, PROPOSED TEMPORARY DITCH
JI
SHEET C-16 1
1
17n i, r
SHEET EC -14 : /,/•' 15,331 SF TURF REINFORCEMENT GRAPHIC SCALE
//AMATTING FOR SLOPES GREATER -40 0 20 ao eo iso Project No. Drawing N.
7 I f THAN 3:1 (SC250 OR EQUAL
2605#3 1::
OR GREATER)
LJ'V!C File Name:
, _' ( IN FEET )
_ECt. 2605 -Erosion Control Plan

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
] I_I I 1=111„111
FALL: August 25 - October
FALL: August 25 - October 15
SEEDING
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
FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
Overseeding of Kobe lespedeza over fall -seeded
Overseeding of Kobe lespedeza over fall -seeded
SEEDING
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
lbs/acre limestone and 1000 lbs/acre 10-10-10
ANY REPAIRS NEEDED SHALL BE -MADE IMMEDIATELY.
fertilizer.
I
fertilizer.
100' MIN.
STEEL POST---.,, 8' MAX.
STEEL POST PUBLIC STREET
19 GAUGE HARDWARE R CLOTHCLASS I RIP RAP WIRE FENCING ---`�
—�:-,,,
EXISTING GROUND ' *,:02F
WOVEN FILTER FABRIC - ', s drr,
—�`� = I --r- += —;T i° { SOIL STABILIZATION FABRIC
t 1 I" N Ci
r-- ®Q UNDER 2-3 COURSE AGGREGATE
h-,��<LF_l
.j= _ c OR RAILROAD BALLAST
611
jrjI, 11_ —1 I I-1 11=1 11=1 I tl 11=111-1 11=1 I I-1 I I-1 11=1 11=1 I I-1 I I-1 11=1 I I t. ,_I-,
-I =- —= 1111=III=111=III=111=111=111=111=111=111=111=111=111=111=111=1 l`t=1 100' MIN.
NOTE 1n 1=1I1=1I1=III F III=1I1=1I1= 1I1=1I1=1I1=1I1=111=1I1=1I1=1I1=1I1=1I1=1I1=1II I1 =1I1=1II-
Ground Cover-- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground N III—III—III—III 1111—Ill—III—III-111=111-111-111-111-111—Ill—Ill-111-111=111=1 111=III=1
—i 11-1 I I—III 111-1.11—III=111=1IMI IE1 I I 1-1 11-1 11-1 I 51 11—1 11-111=1 11-111 11-1 I Fd 1I --
cover sufficient to restrain erosion' must be planted or provided provided per the included stabilization chart 11-111-111 — 1 I — — E EE — — — — — — — E — - — +' I-
-I I I 1 i I l I I —11 I—1 11—1 I I—I 11-1 111 i l � I 1—III—III—III—I 11—! I I—I I!—III—III-1 I I I—III i t �� $ �I
NOTE 2 =1 I I -1 I1-1 I I—III-1 I I_ -I I=l 11-1 I M 111=111=111-1 11=1 I I. —1 I I—I_I w
—„�
Graded slopes and fills-- Per the requirements list or the stabilization chart provided, slopes ill III I (1-111=' 1 1 1- I I
slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain STEEL POST I—
erosion. WIRE FENCING z V)
NOTE 3
Mulching-- Apply 4,000 lb/acre grain straw. Anchor straw by tacking with emulsified asphalt or other methods approved by DENR. �j ,g (� CLASS I RIP RAP
Anchorin of straw mulch b means other than applying as halt tack must be verbal! approved b DENR. CONCENTRATION OUTLETS SILT FENCE
Anchoring Y P Y PP Y M #57 WASHED STONE cti m
NOTE 4 N
Tacking with emulsified ashpalt-- Emulsified asphalt. shall be thin enough to be blown from splay equipment and formulated �+ AND
/� n � r� I�+a-
for rapid setting (RS) or medium setting (MS). Apply asphalt at 0.10 gallons per square yard (10 gal/100 sq.ft.). INSPECTION AND MAINTENANCE—
Inspect every seven calendar days. Check for sediment buildup and wiree/stone integrity. Check where runoff has��—
SEEDING SCHEDULE eroded around the outlet, or where the wire has sagged or collapsed by overtopping. Remove sediment accumulated
PERMANENT GROUNDCOVER APPLICATION against the stone when it reaches 1/3 the height of the stone, especially if heavy rains are expected. Remove trappede
sediment from the site or stabilize it onsite.
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.
TEMPORARY SEEDING FOR WARM AND COOL SEASON NOTES:
EARLY SUMMER SEASON STEEP SLOPES 1. A STABILIZED ENTRANCE PAD OF 2-3" COURSE AGGREGATE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
SEEDING
MIXTURE
40 lbs/acre of German millet
80 lbs/acre of tall fesue
120 lbs/acre Rye (grain)
80 lbs/acre tall fesue
] I_I I 1=111„111
May 1 - August 15
October 25 - December 30
SEEDING
Refertilize if growth is not fully adequate.
Between December 30 - February 15,
DATES
Fourth Submittal to Troutman (dater/Sewer/Storrn)
add 50 lbs/acre of annual Kobe lespedeza.
Stabilization Time
Apply 4000 lbs/acre straw or equivalent
Apply 4000 lbs/acre straw or equivalent
FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
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 750 lbs/acre 10-10-10
lbs/acre limestone and 750 lbs/acre 10-10-10
swales, ditches and 7 days None
fertilizer.
fertilizer.
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
j 4. ANY SEDIMENT SPILLED, 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
O
APPROVED SEDIMENT R SE IM NT BASIN
SEEDING SCHEDULE _
TEMPORARY GROUNDCOVER APPLICATION
I_I I I_I I I-1 I I —III III_III_III-,III-1 I I—I I I_I I I-1 I I_I I I=-1 I1 -1I I-11 I—I 11=11 I I I=1 I ISI I (- �"
:III=111=III=11 I I I I- I I=I I I=I I I=111=111=111=111=11 I -I I 1 =1 11 11=111=III=1 III=f 11=11 STABILIZED CONSTRUCTION ENTRANCE
=1 11=1 I I-1 I {_ =1 11=1 11=1 11=1 I► -1 11=1 11=1 11=1 I I-1 I ISI I I-1 I-1 I I-1 I I-1 11=1 I I 11=1 I I =1 11=
� I=III=III=1 I I I I �=III-III=III=111=III=1 � I=Illi 111=III=111=111=III=III--III=� 'III=III ��' ANCHOR SKIRT 6" MINIMUM
Ground
Initial Submittal to Town of Troutman& Iredel County
-111-11 !
] I_I I 1=111„111
Second submittal to Troutman & Iredel County
1
GENERAL NOTES:
MAINTENANCE NOTES:
Z7111Za tion �
11/07/2018
Fourth Submittal to Troutman (dater/Sewer/Storrn)
3
Stabilization Time
1.
FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND 1,
FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
Site A
SiteArea Stabilisation Time Frame
Description Frame Exeptions
5
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH-
-Perimeter dilres,
2.
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
swales, ditches and 7 days None
FOR A PERIOD OF MORE THAN 30 DAYS.
ANY REPAIRS NEEDED SHALL BE -MADE IMMEDIATELY.
slopes
3.
- .
STEEL POSTS SHALL BE 5' 0" IN HEIGHT AND BE OF THE 2
SHOULD THE FABRIC DECOMPOSE 0 R BECOME INEFFECTIVE PRIOR TO THE END
-High quality Water
(HQW) Zones 7 days None
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 pF'
-Slopes steeper Zf slopes are %l)' or less in
P
3.
6 LINE WIRES WITH 12" STAY SPACING.
SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
than 3:1 7 days length and are not steeper
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
than 2:1, 14 days are
allowed.
5.
TURN SILT FENCE UP SLOPE AT ENDS.
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
-Slopes 3:1 or
flatter 14 days 7 -days for slopesTO
greater than do
6.
WIRE 'MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
THE EXISTING GRADE, PREPARED AND SEEDED.
feet in length
7.
ORANGE SAFETY FENCE IS REQUIRED AT BACIf OF SILT FENCE WHEN
-All other areas None (except for
with slopes flatter 14 days and
GRADING IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS
perimeters
than 41 HQW zones)
(REFER TO SWIM BUFFER GUIDELINES). THE COLOR ORANGE IS
RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY
*'Extensions of time may be approved by the permitting authority based on
SENSITIVE AREAS.
weather' or other site-specific conditions that make compliance
impracticable." (Section II.B(2)(b))
-Au time frames refer to any period of inactivity.
TEMPORARY SILT FENCE W/ORANGE
PROTECTION FENCE ON TOP
NORTH CAROLINA
GROUND STABILIZATION REQUIREMENTS
Compacted soil
NN
Figure 6,20 Turnporwi owthen &emjondke.
4` r€ss�x 19-guage Gla divare doth
i E)VT ##5 ur #5
walh6"d:.S Ione "^
2'
NCDOT or P-57 filtered
oh stort tr
.gym,
)UTLET
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.FLTER 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).
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 (dater/Sewer/Storrn)
3
11/19/20'18
Fifth Submittal to Troutman (IlVater/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
K. Joe iris & 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. 11
Corporate Seal Engin e,
® ®(w 111
CAR,°'°°° S 11 CA lRin''''.
FESSy��\��9'.-�®
m,am SEAL ze�v oW SEAL?
c C-4168 tul 44299 a°
'boy
°®✓'"7 °O9°oo °° r�P ®®`. 'O� (°�oe000
ASSN a " L
O
Project Manager
Drawn
J. Hegemann
M. Ali
Department Manager
Checked
P. Murphy
T. Kelley
PrinUPlot slate
December 5, 2018
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project.
Sutter's Mill 11
Draviing Title -
Erosion Control Detail
Project No.
Drawing N0.
2605
DWG File Name:
2605 -Erosion Control Plan

41
D vorsion rTtirt island ovur hcle(
Aseflq rs�'gCC li J�w e
CHANNEL
12"(30cm)
. Jf
Hold" n nstekeIN®TAgLATIOAt(1®„S)
� t°'�•r"TY r,{a+^'4,aV I"x �p 'e?E�' 'i "A � f�.�..�
iVE
DETAIL
rl- P
611�{==III=61
(15cm)
-.
4"(10cm)(15Cm) 1. Prepare soil before installing rolled : _
� f_
erosion control products (RECPs),I FPHI' i I . -
including any necessary application of
lime, fertilizer, and seed.F5 1
® ® 2. Begin at the top of the channel by
anchoring the RECPs in a 6"(15cm)�..
6" deep X 6"(15cm) wide trench with I]I'-
(15cm) approximately 12"(30cm) of RECPs
2,T-511 extended beyond the up-slope portion ]
m ^ of the trench. Use ShoreMax mat at the
2.'-� �� w (5-12.5cm) channel/culvert outlet as supplemental
scour protection as needed. Anchor the
RECPs with a row of staples/stakes
m w �"•�wYw`w °��
approximately 12"(30cm.) apart in the4 -6Tbom of the frehBakill ad
(10-15cm) com pact
i v the trench afer stapling• ppYbf
�-
seed to the compacted soil and fold the 11;1 d
1:61
remaining 12' (30cm) portion of RECPs
II<
• . t �.� �, �° � ` back over the seed and compacted soil:
�I I �� Secure RECPs over compacted soil,,
_ \ L i
-_ -_ with a row of staples/stakes les/stakes spaced
Il i].j�� 1���
=III=11 III- -1 i l-1 --- ; �� � � � � p p � l�.
'11i=11-114 I (I 1� y approximately 12" apart across theDivemion
width of the RECPs: 41 mIn V, cI°rw€Mnot
r 3. Roll center RECPs in direction of waterI41iOn _xs --
1 flow in bottom of channel. RECPs will
unroll with appropriate side against the
III � , -,------------ - tiw
• ( ��� soil surface. All RECPs must be 6g r T 5 t�l IT r [ t1i V slope drain,
_I w
securely fastened to soil surface by
placing staples/stakes in appropriate
s��� r� mtffii-I-I I
_ III=1TI` \ T I=III locations as shown in the staple pattern
_- rT
I guide.
6 4. Place consecutive RECPs end -over -end
(Shingle style) with a 4"-6" overlap.Use
a double row of staples staggered 4"
(15cm)
I1=1I - 11=11I- I_ = _ f- - I=III=III-III=I I apart and 4" on center to secure.
I I -I I I-
® __ 1-III--III--1E1I I RECPs.
I I I-1 I I -III -1 I I I (-III-i I I -I I-1 I I -III -III -1 I I-! I I=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 B** staple check slot is recommended at 30
C In loose soil conditions, the use of staple to 40 foot (9 -12m) intervals. Use a
or stake lengths greater than 6"(15cm) may double row of staples staggered
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
ke
T Disclaimer: approximately 12" 30cm apart in a
.--5 r AMERICAN The information presented herein is general design information only. For specific applications, 6"(15cm) deep X 6"(15cm) wide trench.
consult an independent professional for further designBackfill and compact the trench after. guidance. stapling.
5401 St. Wendel - C'ynthiana Rd. PH: 800-772-2040
Poseyvilte, IN 47633 www.tensarnagreen.com Drawn on: 3-16-11
NORT
AMERIC
GREE
EROSION CONTR1
Guaranteed SO
14649 HIGHWAY
EVANSVILLE, IN
800-772-2
www.nagreen
Too of
�ir�°I'•r�1i' r .
P�
WATTLE WITH ILYA YL (PPM) DETAIL
RD ES:
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
���Q• QPV�O$EN� USE FT. WOODEN STAKES WITH A2 IN. BY 21N. NOMINALCROSS SECTION.
NLY 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 ANU 4 DOWNSLOPE STAKES AT AN ANGLE
TO WEDGE WATTLE TO BOTTOM OF DITCH.
See Ineet A PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INfO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
Z\ \ EDGE OF PAVEMENT INSTALL STAPLES APPROXIMATELY EVERY t LINEAR FOOT ON BOTH SIDES OF WATTLE
XCEL.SIOR WATTLE L. AN AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1W OF THE STANDARD SPECIFICATIONS.
O q14� PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A 501L SAMPLE FR DIM Pfl0JECT
LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
MATTING TO BE APPLIED TD EACH WATTLE.
BACK INITIALLY APPLY 2 OUNCES OF ANIONIC ON NEUTRALLY CHANGED PAM OVEN WATTLE WHERE
SLOPE WATER WILL FLOW AND 1 OLTICE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN.
PAM
(2 oz.)
ISOMETRIC VIEW
FLOW
2'(MAX.) 2' UPSLOPE
STAKE NATURAL GROUND PAM STAPLES P
--��(r''�� INSET A
(1 02.) INSET 6 (1 02.) INSET C.
I�II�
72' lY 1
MATTING ° 2' DOWNSLOPE /yN
STAKE UPSLOPE / DOWNSLOPE
CROSS SECTION STAKE -"STAKE
VEE DITCHPAM
'.(l oz.)
2 IN. Be. Inset C-7 2UPSLOPE JAR.
STAKE NATURAL GROUND FLOW ------•- \
-- .� PAM a meet D MATTING
It DZ.1
.MATTING --2' DOWNSLOPE
CRASS SECTION STAKE.
TRAPEZOIDAL DITCH TOP VIEW
Figure O -W Rock pipe Inlet protection pl rt view and view
DATE
ISSUED FOR REV
STAPLE
4' (1.2
PATTERN GUIDE
M) WIDE ROLLS
0
08/10/2018
STAPLE PATTERN
6°67' (2°03 M)
GUIDE
WIDE ROLLS
t;t
STAPLE PATTERN
8' (2.4 M) WIDE
GUIDE
ROLLS
'11/07/2018
SLOPE INSTALLATION
-12"--
(30 cm)
3
I -i
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
NORTH
NORTH
(5cm-12.5cm)
NORTH\ \ \\ /\N / \,(156cm)
.AN
AMERICAN
AMERICAN
AMERICAN �
GREEN
e
6_56 _
GREEN :-cm) O
)L Products
4.00' (1.22M]
EROSIC)N CONT2OL Products
O
EROSION CONTROL Products
EROSION CONTROL Products : W W W . . • . W W
:UTIONS
1 NORTH
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
h
�- }
1
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
4.00' 1.22M
Guaranteed SOLUTIONS
38
14649 HIGHWAY 41 NORTH
47725
EVANSVILLE, IN 47725
3' (0.9m)
EVANSVILLE, IN 47725
( ]
EVANSVILLE, IN 47725
040
com
8.00' 2.44M
[ I
0
W- 2.00' 0.61 M
800-772-2040
www.nogreen.com
6' 1.8m
500-772-2040
www.nagreen.com
9
8.00' 2.44M ®
[ I
-.
i
2.00' 0.61 M
800-772-2040
www.na reen.com
9
3"-
Q
3.3' (1.0m)
3A
C
O
�
\
\ \ \
4.00' 1.22M
1
5
1.6 0. rn
( )
4.00'1 ,22M
3'0.9m
( )
2'0.6m
( )
�
A
..::•::::::
0.7 STAPLES PER SQ. YD.
0.8 STAPLES PERS . M
( T Q )
6 (1.8m)
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' (t.om)
©
Q
1. PREPARE SOIL BEFORE INSTALLING
M
ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER AND SEED
--
- 3.3' (1.0m) -
- _-
00
2.00' [0.61 M]
1.50' (0.46M]
2.00' [0.61 M]
1.50' [0.46M]
NOTE: WHEN USING CELL -0 -SEED DO NOT SEED PREPARED AREA. CELL -0 -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
4.00' [1,22M]
®
3.00' [0.91 M] ®
4.00' [1.22M]
®
3.00 [0.91 M] ®
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
40 0
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH, ANCHOR THE
- •- I
2.00' [0.61 M]
®
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' [0.61 M]®,
2.00' [0.61 M]
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECPs OVER COMPACTED SOIL WITH A ROW OF
40 40
1.15 STAPLES PER SQ. YD.
0 1 0
0
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
4.00' [1.22M]
(1.35 STAPLES PER SQ. M)
1.7 STAPLES PER SQ. YD.
®- o-�
2.00' [0.61 M]
3. ROLL THE RECP's (A.) DOWN OR ,(B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
(2.0 STAPLES PER SQ. M)
40
0 411
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
4.00' [1.22M]
4.00' [1.22M]
40
40
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM' , STAPLES/STAKES
O
0
4.00'[1.22M]
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
®
®
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
®
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)(1.5
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
STAPLES
PER
(2.0
(�� J1
RECP's WIDTH.
2' (o.6m)
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP's.
10" (0.25m)
O
.J
4' (1.2m) 0
4' (1.2m)
�
-_�
3.00'[0.91M]3.00'[0.91M]
®
1.50' [0.46M]
3.00' [0.91 M] ® ®
1.50' [0.46M]
20" (0.5m)
10" (0.25m)
�
3.00'[0.91 M]
1.50'[0.46M]
® e
3.00' [0.91 M]
1.50'[0.46M]
®
[�
3.3' (1.om)
20" 0.5m)-
®
a
®
f� -
d®
0 ® 0
-�-
®
2.00' [0.61M]
4.00'[1,22M]
®
1.00' [0.30M]
O o O
3.3'
-tel 2.00' [0.61 M]
4.00'
-°-
1.00'[0.30m]
-� ® ®
2.00' [0.61 M]
(1.0m)
[1.22M]
® ®
®�- ®
2.00' [0.61 M]
4.00'[1.22M]
1.00' [0.30M]
®
®
O O 0
0
%
®
s
W
®
® s
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. 01/05
. REV01 /05
REV. 01105
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 (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
Engineer:
Re Joe Harris & Associates, Inca
Engineerings N
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. A
Corporate Seal Engi e•
4®°° N ° CAS®l ` �\A CAR -
ESS/ ° o� '., ®, O °° pFESs/°
SEAL oW SEAL
C-4168 Yo 44299 za
LWW
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 lRV1 ill II
Drawing Title:
Erosion Control Detail
Project No. Drawing No.
2605
DWG File Name:
2605 -Erosion Control Plan E 18

Outlet
WATER ENTRY UNIT GENERAL NOTES:
Barrel
Diametex
WATR ENTRY UNIT
WITHTRASHSCREEN
GENERAL NOTES.:
S
NOTES:
H
Z
L
WITH TRASH SCREEN
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
Sediment Storage
Provided
Surface Area
Required
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
1.
CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
rop of Dam
Elevation
9ottom of Dan
Elevation
Barrel
Length
Barrel InvSpilllva
In and Depth
Out
'Q" 10
cfs
PIPE.
-
Basin 100 INITIAL
PIPE.
18" RCP
TO BE DESIGNED BY THE ENGINEER.
1'
7'
8'
7'
6'
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
28,476 CF
130,123 CF
15,559 SF
30,115 SF
15.82 AC
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
836
838.00
830.00
65.85'
827-825.5
8.5'
35.77
6.0"-832.00
4.00"
Basin 100 FINAL
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
18" RCP
2.289
1'
7'
8'
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
2,
REFER TO THE DENR STORM WATER DESIGN MANUAL FOR
31,086 CF
130,.123 CF
26,812 SF
30,115 SF
17.27 AC
17.27 AC
00
838.00
CONDITIONS WARRANT A CHANGE.
65.85'
827-825.5
o
61.64
6.0"-832.00
CONDITIONS WARRANT A CHANGE.
Basin 200 IIVITL4L
RIPRAP APRON DESIGN STANDARDS.
30" RCP
1.019
1'
7'
8'
7'
0
30'
3, EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
184,644 CF
6,433 SF
38,659 SF
5.73 AC
5.73 AC
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
3.
RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
99.00'
809-808
8.5'
14.79
6.0"-814.00
2.00"
°0
4.0'x4.0'
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
1.019
1 '
7'
8'
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
30'
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
164,644 CF
37,839 SF
38,659 SF
16.52 AC
16.52 AC
818
820.00
812.00
INSTALLED.
ORIFICE OPENING INSIDE THE 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
809--808
8.5'
86.99
6.0 "-814.00
2.00"
ORIFICE OPENING INSIDE THE
INSTALLED.
5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
36" RCP
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
PLAN
7'
6'
5'
4'
HORIZONTAL TUBE WITH A - -
DISCHARGE END OF THE PIPE.
CONSTANT HYDRAULIC HEAD 6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
6,966 CF
ORIZONTAL TUBE WITH A
CONSTANT HYDRAULIC HEAD
DISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
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
3.87 AC
820
822.00
MANNER.
80.45'
813-812
8.5'
MANNER.
6.0"-818.00
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
Basin 300 FINAL
4.0'x4.0'
36" RCP
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
1 '
7'
6'
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
4'
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
/
9
89,474 CF
24,577 SF
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
11.54 AC
11.54 AC
820
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
816.00
80.45'
i
8.5'
56.50
SCHEDULE 40 PVC PIPE
3.00"
Basin 400 INrrIAL
SCHEDULE 40 PVC PIPE
24" RCP
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
7'
6'
5'
4'
(BARREL OR ARM)
38, 826 CF
62, 336 CF
(BARREL OR ARM) ARTHEN
EMBANKMENT
21.57 AC
21.57 AC
�.
830.00
824.00
.58.40'
821-820.5
8.5'
55.68
6.0''-826.00
MAXIMUM HEIGHT OF FLOAT WHEN NO
6.
ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
24" RCP
0.869
1 '
7'
6'
S'
EMERGENCY SPILLWAY OTHER STORM WATER DISCHARGE
30'
14, 508 CF:
62,336 CF
17,071 SF
25,748 SF
8.06 AC
8.06 AC
828
830.00
824.00
OPENINGS EXIST
7.
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
39.24
E
4.00"
Basin 500 INITIAL
4.0'x4.6_;[18
" RCPJ
0.861
(MAJOR STORM EVENT)
13.5'1
CHANNEL SHALL NOT BE ALLOWED.
5'
r B
30'
LEXIBLE HOSE ARTHEN EMBANKMENT
17,906 CF
LEXIBLE HOSE
7,873 SF
8.
NO BENDS OR CURVES IN THE.HORIZONTAL ALIGNMENT OF THE APRON
818
820.00 1
FLOAT MERGENCY SPILLWAY
FLOAT
11.5-810.
8.5'
15.71
SHOULD BE CONSTRUCTED IF POSSIBLE.
PVC VENT
PIPE
9.
DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC
I 1q
_
INVERT OF LOWEST STORM PVC VENT
WILL BE NECESSARY UNDER RIP RAP.
GRATE:,,
WATER DISCHARGE OPENING PIPE
(MINOR STORM EVENT)
10.
ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
SCHEDULE 40 PVC PIPE AT
TOP VIEW=�
-II (BARREL OR ARM)
TOP VIEW
- = -II
LOAT
FLEXIBLE HOSE MUST BE
MUST BE STABILIZED. NATURAL GRAD
W
_III
VC VENT PIPE I I (=III=�
VC
VENT PIPE
I
STORM
WATER
SECURELY FASTENED TO
THE WATER QUALITY
NOTE:
FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6'
"SPLASH" PAD SHALL BE INSTALLED AT ALL STORM
RIP RAP
FLEXIBLE HOSE
F
DISCHARGE
DISCHARGE OPENING
DISCHARGES. 12" MIN. DEPTH OF CLASS I RIP RAP
H
II I
-
OPENING
WITH FABRIC.
................:.
-_
POTENTIAL FOR PIPING CAN _ -
-
_
OUTLET PIPE
-
=
OUTLET L W DEPTH STONE SIZE
_
OCCUR. PROPER DESIGN -
TO MINIMIZE DISCHARGE
-
-
Flared End Section J100 22.00' 25.50' 37.8" min. 0.70'
NOTE: LAYER OF FILTER FABRIC
Flared End Section 200 13.00' 15,00' 21.50" min. 0.40'
-
AROUND PIPE MUST
-
-
LEXIBLE HOSE
Flared End Section 300 10.00' 11.25'. 16.20" min. 0.30'.
MINIMUM .H=2/3PIPE DIAMETER -
.00CUR.
-
-I-
1-1
L = 1.4 X DEPTH
Basin Discharge #I 37.00' 40.00' 72.90" min. 1.35'
SECTION B-13
L 1.4 x DEPTH
I-
TO THE OVERFLOW
TO THE OVERFLOWI-
I-
MINIMUM LENGTH APPLIES
WATER ENTRY UNIT MINIMUM LENGTH APPLIES
WATER
ENTRY UNIT
I
SCHEDULE 40 PVC PIPE
* MAINTAIN AND MOVE AS NECESSARY EXISTING STORM AND EROSION RIPRAP
UNTIL REMOVAL OR CONVERSION TO FINAL STAGES IN NECESSARY
I
IIIMEASURES
(BARREL OR ARM)
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO -TI=
END VIEW
SIDE VIEW MAINTAIN DEPRESSION TO = _
DISCHARGEPIPE-
I40 MINIMIZE CHANCE OF
MINIMIZE CHANCE OF
SCALE)
RIP
�'t
-RAP APRONAT PIPE OUTLE P
(NO SCALE SKIMMER BECOMING STUCK
(NO SKIMMER BECOMING STUCK
DRAWN BY T. R. EVANS 10/10
DRAWN BY T. R. EVANS 10/10
J. W. FAIRCLOTH & SON INC.J.
FAIRCLOTH SKIMMER®
DISCHARGE SYSTEM
W. FAIRCLOTH & SON INC.
WITH OUTLET WWW.FAIRCLOTHSKIMMER.COM
g•
WWW.FAIRCLO'fHSKIMMER.COM
FAIRCLOTH SKIMMER° DISCHARGE SYSTEM WITH EMBANKMENT TELEPHONE: [phone]
TELEPHONE: [phone]
FAX: [phone]
STRUCTURE
FAX: [phone]
EMAIL: [e-mail]
EMAIL: [e-mail]
SUPPORT ROPE OR WIRE
TO PREVENT SAGGING
TOP OF BAFFLE SHOULD BE 6"
HIGHER THAN THE BOTTOM OF
10'
THE SPILLWAY
GENE .COTES-1�E1DI Ed d'BA1Jd1 ♦Al
1.5'
GEOTEXTILE
VARIES
700 G 2 COIR ME
OR EQUIVALENT STAPLED
DINT
ORBOTTRENCHOR O
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
n
1b'
2.
THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,BAFILE
�J MIN'
(TYp
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 OR LINED WITH AN APPROVED EROSION CONTROL BLANKET AS DIRECTED BY THE ENGINEER.
)
I I
l
CLASS I RIP RAP
TH BER
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
•;'"
I• FOR PIPE DIAMETERS)
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.
t
7.
SEDIMENT BASIN EMBANKMENTS SHOULD BEPROVIDED WITH EROSION CONTROL AND STABILIZATION.
': :
,` •;.
- G
8.
STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM
LII
,:..
r
'•'
;• ...:.:
..:....... _'...:":','.'°III•
r .'
1' MIN.
.•`., �..a' ::
30'
�®
STORAGE VOLUME RE UIREMENT' IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND
Q
:-
;, `, •i
' ^ ^::
., .;,'• ,' ;•
::
±':
CLASS B CONCRETE
CARRY RIP RAP UP
SIDES OF SPILLWAY
CLASS
RIP RAP
I
SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS,
9.
REQUIRED STORAGE IS 1600 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED AREAS IN
<
III
Li
i
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, V MIN.
r
II L
I=1T_I
RECOMMENDED STORAGE IS 1800 CUBIC FEET OF STORAGE PER ACRE OF DRAINAGE AREA.
''`' '«'
I _
I
II
�
_
o
10.
THE LENGTH OF THE EMERGENCY SPILLWAY IS TO BE BASED ON A 10 YEAR STORM (LESS FLOW THROUGH BARREL).
1-) I I
I (-)
III
I
11.
WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING: BAFFLES
1 I
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
LI'MIN..5'
a
CLASS IRIP-
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
TRENCH WIDTH
v a.
r _
-1
Q
13.
SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. 1' MIN.
1' MIN.
1' MIN.J
TRENCH WIDTH
4� � �l
SEDIMENT TRAP
OR BASIN
14.
FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
(�_ c r� Ya c> _�
HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. ANTI -SEEP COLLAR
rrri
JI -I✓
PERSPECTIVE VIEW15.
FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
LTIII=
NATURAL GRADE
- - 1 -1-1I I -I I rte- 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
--- -
STI=11 _ I I -_I IST( I I I I I I-1 I III -I 11�TI=
HAS BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
„III
-I I �I 1111-T1I 1� 1={ 1 1=�=1 I�--II 1=I
ESTABLISHED.
RIP FABRIC TOE OF
NSTAPLL 5FILTER
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)
1. DRIVE STEEL FENCE POST AT LEAST 24" INTO
AF�,��,�,
SOLID GROUND
2. WOOD POSTS ARE NOT ACCEPTABLE
3. BAFFLE SPACED AS PER PLAN
SEDIME.INTBASIN
EMERGENCY SPILLWAY
4. BAFFLES SHALL BE INSTALLED PER NC EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN
*Initial/Final Basin#I
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,
DEWATERING
SKIMMER
RISER CREST (SEE DETAIL)
TRASH RACK 1 r
3I1
Y
H
PRECAST CONCRETE RISER
SEDIMENT CLEAN
OUT ELEVATION
RIP -RAP APRON
z
CLEAN OUT
DISCHARGE PIPE (BARREL)
Z�
STAKE -
BOTTOM OF BASIN
D
CONC. ANCHOR _
ANTI -SEEP COLLARS
SIZE, QTY. AND SPACING VARIES
S
SEDIMENTBASIN
IATA BLOCK
Outlet
Riser
Inside
Diametei
Barrel
Diametex
Barrel
Slope
D
S
Y
H
Z
L
Sediment Storage
Required
Sediment Storage
Provided
Surface Area
Required
Surface Area
Provided
Drainage
Area
Denuded Riser Crest
Area Elevation
rop of Dam
Elevation
9ottom of Dan
Elevation
Barrel
Length
Barrel InvSpilllva
In and Depth
Out
'Q" 10
cfs
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
4.0x4.0'
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
1.019
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
1.247.
1'
7'
6'
5'
4'
36'
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
4.0'x4.0'
36" RCP
1.247a
1 '
7'
6'
S'
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 INrrIAL
4.0x4.0'
24" RCP
0.86.
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
4.0x4.0'
24" RCP
0.869
1 '
7'
6'
S'
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'
821-820.5
8.5'
39.24
6.0"-826.00
4.00"
Basin 500 INITIAL
4.0'x4.6_;[18
" RCPJ
0.861
1'
13.5'1
6 1
5'
4' 1
30'
10,872 CF
17,906 CF
6,833 SF
7,873 SF
6.04 AC 1
6.04 AC
818
820.00 1
814.00
1 56.00'
11.5-810.
8.5'
15.71
• ORIFICE TO BE UP-SIZED FROM INITIAL PHASE TO FINAL PHASE
DATE. ISSUED FOR REV
05/10/201.8 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
Joe HarrisAssociates,
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 Eng! Se
�
\� CA p \, CARO"",
Ilk
a" FE l0 °9 d /�° V41% -y
Zy-
SEAL za�a _ oW SEAL �®
°L c> C-4168 44299 ;F
CO-
�11A
°*000000® 0
q S L
®®®�,raira�irtr,®e , �,arroiamee® t✓
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 BREKONRIDG'E CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P [phone]
Project.
Sutter's ill 11
Drawing Title:
Erosion Control Detail
Project No, Drawing No.
2605
DWG, File Fume: 1
2605 -Erosion Control Plan - ■

PROPOSED
PROPOSED CONCENTRATION PROPOSED
CONCENTRATION OUTLET (TYP.) CONCENTRATION PROPOSED
OUTLET (TYP.)— SILT FENCE (TYP.) OUTLET (TYP.) SILT FENCE (TYP.) CONCENTRATION
SILT FENCE (TYP.} OUTLET (TYP.)
SILT FENCE (TYP.) ❑ E3C113® ❑ E3 1313❑ 13 E3 E3 13 p
❑ I
SLOPE NEW
13
F�
HOME PROPOSED SLOPE NEW
w ❑ UNDER STOCKPILE HOME rR'ED NEW HOMENEW p
W UNDER LE HOME PROPOSED w UNDER SLOPE /STOCKPILE,
`5 CONCRETE CONSTRUCT. LOCATION Z CONSTRUCT. N
w UNDER STOCKPILE,
CONSTRUCT, Z CONSTRUCT. LOCATION
U L� �U ® M CONCRETE SLOPE LOCATION CONCRETE
Um WASH AREA U� I WASH AREA SU CONCRETE 0-1 WASH AREA
�m ❑ T °
:1 co L U� WASH AREA
ma
DOD
m� m� �� ❑
Lo TEMPERARY
0.o TEMPERARY o'® an p o
CONSTRUCTION `n _ TEMPERARY LO ® TEMPERARY
❑ CONSTRUCTION
E3 ENTRANCE I ENTRANCE ENTRANCE
CONSTRUCTION CONSTRUCTION
ENTRANCE.
PROPERTY PROPERTY PROPERTY PROPERTY
LINE LINE LINE
LINE
W
z w z w w w
Z
CC z
NOTE: NOTE: NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE 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 MAINTANED UNTIL LOT IS GRADED AND TURF PRIOR N CONSTRUCTION AND TO BE
ED UNTIL LOT IS GRADED AND TURF MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED. IS ESTABLISHED. IS ESTABLISHED. IS ESTABLISHED.
LOT SILT FENCE PLAN #1 LOT SILT FENCE PLAN #2LOT SILT FENCE PLAN #3 LOT SILT FENCE PLAN #4
N.T.S. N.T.S. N.T.S.
N.T.S.
PROPOSED
CONCENTRATION
OUTLET (TYP.)
SILT FENCE (TYP.)
PROPOSED SILT FENCE (TYP.)
CONCENTRATION
OUTLET (TYP.) ❑
SLOPE
NEW ❑ ❑
HOME PROPOSED NEW NEWNEW
w UNDER STOCKPILE HOME SLOPE PROPOSED HOME PROPOSED HOME PROPOSED
w UNDER STOCKPILE w UNDER STOCKPILE.
CONCRETE CONSTRUCT. LOCATION z CONSTRUCT. LOCATION UNDER SLOPE STOCKPILE Z CONSTRUCT. SLOPE LOCATION
WASH AREA Ll�
CONSTRUCL LOCATIONUJ UJ CONCRETE ❑ �U CONCRETE ❑ UU WASH AREA aS �CONCRETE
U� WASH AREA
m� �m _ Um WASH AREA =am
�D j�
MZ)
do SILT FENCE (TYP.) o o as !Z� TEMPERARY
`O to TEMPERARY SILT FENCE (TYP;) o
❑ CONSTRUCTION Lr)TEMPERARY CONSTRUCTION
&�21
13❑ ❑ ❑ ❑� ENTRAN13 -❑CE ❑ 13C3
TION ENTRANCE �� t]
TEMPERARY PROPERTY C3❑ 13 13 E3❑
PROPERTY PROPERTY lor PROPERTY
CONSTRUCTION LINE LINE LINE
W ENTRANCE LINE
W z PROPOSED z w z
_ z PROPOSED
� CONCENTRATION
CONCENTRATIONof �c J
OUTLET (TYP.)
—/
xOUTLET (TYP.)
NOTE: NOTE: NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNERNOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER. 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 PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURFPRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF MAINTANED UNTIL LOT IS GRADED AND TURF MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED. IS ESTABLISHED. IS ESTABLISHED. IS ESTABLISHED.
LOT SILT FENCE PLAN #5 LOT SILT FENCE PLAN #6 LOT SILT FENCE PLAN #7 LOT SILT FENCE PLAN #8
N.T.S. N.T.S. N.T.S.
N.T.S.
DATET HISFOR REQ'
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 (VlaterlSewer/Storm)
3
11/19/2018
Fifth Submittal to Trautman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
Engineer:
R. Joe a.rris Ass®cia.tes, Inc.
Engineering ® Land Surveying ®Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rioeriarris.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 Se
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c> C-4168 44299 z°
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Project Manager Drawn
J. HegemannM. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE , LLQ
2656 SREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter'sill 11
Drawing Title:
Erosion Control Detail
Project No, Drawing No.
2605
DWG File Name:
2605 -Erosion Control Plan

LIMIT
Tur"ITAL= 1. +
PROPERTY BOUNDARY
DATE ISSUE® 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 toTroutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
Know what's below.
N-d1?4u" One -Call Center Callbeforeyou dig.
Engineer:
K. 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 Aut ority
having jurisdiction.
Corporate Seal Engin• S 1
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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:
Initial Erosion Control
Drainarle Area
Project No. Drawing No.
2605
DWG File Mame:
2605 -Erosion Control Plan

NC i
EXISTING STREAM
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DRAINAGE AREA: 17.27 Ac.
DA TI ISSUED FOR REFI
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
'11/01/2018
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
t% below.
. Know uuh�
NxwY� etnal r a One -Call Center Call before you dig.
Engineer:
R. Joe Harris & associates, Inc.
Engineering ® Land Surveying - Planning
Management
137 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjo(oharris.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 Engin- e
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s�teasn►eo onulotu °1 1
Project Manager Drawn
J. Hegemann M. Ali.
Department Manager Checked
P. Murphy T. Kelley
Print/Plat Gate
December 5, 2018
Client
TRUE HOMES, LLQ
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: (704) 2381229
Project,
Sutter's Mill II
Drawing Title:
Final Erosion Control
Drainage Area
Project NoDrawing No.
2605
DIPIG File Marne:
2605 -Erosion Control Plan

A
utters Mill 11
LL
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11110111- CD
16/10
PROPOSED SAND FILTER # 400
PROPERTY BOUNDARY 00
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PROPOSED BMP#4 POND
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RIGHT OF WAY FOR
FOREBAY
FUTURE ROADWAY
CONNECTION WITH
......... N.T.S.
TEMPORARY TURN VICINITY MAP
..........
AROUND
... ........ ..........
PROPOSED BMP#3 POND (BY OTHERS)
..........
..........
...........
. .. ...... ..
.................
PROPOSED SAND FILTER 300
EXISTING STREAM
............. ........ AND 25BUFFER GP -7
. .. ...... P-8
5NATURE TRAIL ........
ACCESS TO GREENWAY
.... ..... . ...... ....... GP -5 P-6
............
(HOA MAINTAINED)
..........
...........
9-/ ............
.............. . ......
ROADWAY STUB FOR
r
FUTURE ROADWAY
CONNECTION —4
G P
169/ (BY OTHERS) GP -2 GP—
.. . ...........
............
............
...........
....... .... Key Map
U.........
10'PAVED GREENWAY
W
ON GRADE DEDICATED ...... ..............
TO PUBLIC
............... .......
. . . . . . 96 M
151"
................ ........
Al/I
. . ..... EMERGENCYACCESS
4" W1 GATE.
............
. . ........ ... ....... RIGHT OF WAY FOR FUTURE
............. .......... ............. .................
FOREBAY .......... .......... ROADWAY CONNECTION
............ ............ (BY OTHERS)
..........................
...................
5T 1W
...................
............. :­ ............. . ......
. .......... ...... .............. ......
PROPOSED BMP#2 POND 91 tq� .......
PROPOSED SAND FILTER # 200
............
GAS LINE- EA -SE -M ENT
....................................... I ....... .......
EXISTING WETLAND
........................ ......... ................
.........
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........... ...
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..........
...........
HAZARD BOUNDARY
ZONEAE ............
. . . . .............
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.................
...........
. ..........
............ . ................ .. ........
........... ........ ......
..................
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FOREBAY ....... ....... ..
......... ............... PROPERTY BOUNDARY
...... .........
.............
CULVERT CROSSING
.... ... ............
BY OTHERS PROPERTY BOUNDARY LINE ... ...
(PHASE Ill SUTTERS MILL) . . ...........
EXISTING STREAM
PROPOSED BMP#1 POND AND 25BUFFER
PROPOSED SAND FILTER# 100 NC GRLD
GRAPHIC SCALE
-150 0 75 150 300 600
( IN FEET )
I inch = 150 ft.
ISSUED FOR
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
11/07/2-018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (WaterlSewer/Storm)
4
'12/05/2018
Revision to Storm Labels
5
Ilk. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
1227 B en Ca sey Drive, S ui te 10 1, Fort M il 1, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
sea] 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 Enginee
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Project Manager Drawn
J. Hegemann M. Ali
Departm mt Manager Checked
P. Murphy IT. Kelley
Print/Plot Date
December 5, 2018
C ent
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill 11
Drawing Title:
Overall Grading Plan
Project No. Drawing No.
2605
DING File Narne:
2605 -Grading Plan G P— 1

)ATE ISSUED FOR ECJ
110/2018
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.
t07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
/05/2018
Revision to Storrs Labels
5
Y j 3 L
Know. what% bell
J.ig one.Call center callbeforeu dig.
ginner.
�. Joe Harris & Associates, Inc.
igineering ® Land Surveying . Planning
Management
Sen Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: (803) 8011799
www.rjocharris.com
s drawing shall not be used for construction purposes until the
I and signature of the responsible registrant appears on the
Ning, and proper permit forms and related fees are transmitted
he Owner, Owner's Agent or Contractor to the Authority
ing jurisdiction.
•porate Seal engin
e®AAtilauu®e,,, a ire
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° S C-4168 z 442990.
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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
LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project.
Sutter's Mill 11
Drawing Title
Grading Plan
Project No. Drawing No.
2605
DWO File Marne;
2605 -Grading Plan `®

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VICINITY MAP N.T.S.
DATE__1_ ISSUED FOR I REV
05/10/2018
Initial Submittal to Town of Troutman: Iredel County
0
08/10/2018
Second Submittal to Troutman 8, Iredel County
1
09/10/2018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/20'18
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
r: - i
�-I .
Know what% below.
Center jJ*,Xt+ 04u4,4 One -Calle #er b ou di
i
Engineer:
R. Joe Harris & Associates, Inc.
Engineering Land Surveying - Planningg
Management
137 Ben Casey Drive; Suite 101, Fort Mill, S.C. 29708 Y: [phone]
INVIRSWANNESENEWN-_ __ __
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. /If
Corporate Seal Eng! ISe
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tuata'1e nns11
Project Manager Drawn
J. Hegemanrl M. All
Department Manager Checked
P. Murphy T. Kelley
Print/Plea Date
December 5, 2018
Client
TRUE , LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's III 11
Drawing Title:
Grading Plan
Project No. Drawing No.
2605
DWG File Name:
2605 -Grading Plan

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'••. 1.11 ................................ 1111. -/ •..:...... ::;r...,,.•. �"1.11. ...'' :• r \"-\-
\ .:'. ,' :11'11• .�. .:� _. �'•.• � � ; •?
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-• ' [' 7.: •''. - y
VICINITY MAP N.T.S.
aas y . „.... rr
( IN FEET )
1 inch = 40 ft.
'''" " -11-,'' i", �111 -1 I ­ 1-1-11 .. I 1
NMIISSUED FOR
05/10/2018 Initial Submittal to Town of Troutman&'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 (Wafer/Sewer/Storrn) 4
12/05/2018 Revision to Storm Labels 5
:: 1l.ie
Know whars below. i
N-9 eaaa ,e. One -Call Centero u dig. i.11�
.-------
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 Engine I 1!
'
®t®e►rn111111 i'r,a l'te,,
H CAR °� N CA/
®®e O��° ,°�4" 'ems O3 °e,e>e°„°°Q�� s',.
e° ° o e° pf ESs o .
®.. � a F ESS/0 °° '% '. 1�' e° � /0 °0 9
0 Q N
® ° 4'- Ny m eo q °
a o � ._-, l
a., o r<, SEAL z o ® ® °w SEAL s
®� o C-4168 e � r tIn 44299 • iF
�%< o0 �m
®,may °® R/NG & s� o - <Z; ® -1 ,1, ° . ,�
`e,,"a A5S ®S L . 1
,r'llII, �e 1111111W
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 l l
Drawing Title:
Grading lan
Project No. Drawing No.
2605
DW13 File Name:
2605 -Grading Plan

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pp o ^^ tip"-
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VICINITY MAP N.T.S.
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• `� , 1 U /, 174'' I = .30 /0 1.82 X 64' L -
✓/ DRIV 8 pG 85 PAD = 4 2.19
31 _ X64' I
j PA� _
09 P85o. 40 ��
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=8.40 % 40' X
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pG 8 843 59
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/ ,, if •: :o PAD= =40'X6
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%� :'-�.0 ` f. _. ; `i ........_ k64' {{ >_.. __.._•- .2.45 E { 48.68 i � STRIP
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2 VALLEY C&G
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4.58 � - :i j __ •( ,�y. = 40 X G 851 SL
�' 40.52 I :� I AD � P I I DR1 I
- 40:.X6 G 850.0 SLA DRIVE-
/ ,�.......••''' �� _ 1 �pD P { I °
P -! _ = 0X64 848.47 SLAB DRIVE'
Apo � I. � I AD 4 'PG I I o I i'`
/ I
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- ♦ .. t , , ,, ® / 839 r _ .30 /o
8
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`•. i ;' .,•. \ : � •.. > , Q ...., / S .f _-•-- , = 40 ;•
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I ` (l \ : f . ✓ ..- l D �� i I AD = 40' :.
'AD I 8.40b/o / I $6
, RlV ( X:64 3 .7l tAD= 40`X64 `o I SSB I
/ F'G 840.8 PG 843.7• I ` =8.30 /o: I 55 I 85
r � : l � r P�'1'. ✓.®.f�?�:`.; f 8.7 •o DRIVE - l DRIVE
25 LF PERIMETER BUFFER l _ 'Yr, ®qaP .,'®®®,;�, n� ` PG 842.18: SLAB: :' / 9784
DRIVE -$'.40 0 I 83
I ?SLAB � `
r�,)DRIVE=8°I -_ 82PROPERTYB®UNDAR .8 I ' .
.06
25 I 81 l I
76 / I I 680.48
80 I I 8,91
79 I / 7.33
i CB #2 1 / / 77: i. 78 I I / _
/ p 76 -
at f CB # 20
'� � •: co �' / � 4 `.I 2.61:.•
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�:" C? I -5
SHEE
_ - I,
GRAPHIC SCALE
I I I
-40 0 20 40 80 180
211{ ( 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 (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
i/i
R. Joe Harris & Associates, Inc.
Engineering ®Land surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, fort Mill, S.C. 29708 P: [phone]
www.r°oeharris.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 is
R A R
v r
s
C
C
A
s s
H N
a � o0i
X.
♦,g�0 �J041k9'�
r
SEAL , o c ♦ °w SEAL �o
m C-4168 < �^ o 44299 ,;F
& ASS Jr
,. ® 5
!!!111111611® ®!!l11i11 lIW
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 Mill 11
Drawing Title:
Grading Plan
Project No. Drawing No.
2605
DWO File Name:
2605 -Grading 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
K. Joe Harris & Associates, Inc.
Engineering ® Land. Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
WaVEAMW
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 Engin S-
a®``®�s®ta C 11111®'' % �,''
�N CA
A
Rod Rot '
�F6SS/0ESS/�
SEAL (D° °w SEAL a
oc> C-4168 ^�' 44299 ;F
WIG
sso
flf
111 n&AIIIJoNn1n1 �
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
PrinVPlot Date
December 5, 2018
Client
TRUE HOMEES', LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: (704) 238-1,229
Project:
Sutter's ill II
Drawing Title:
Grading I n
Project No. Drawing No.
2605
DWG File dame:
2605 -Grading Plan

DATE
ISSUED FOR REV
;/10/2 018
Initial Submittal to Town of Troutman& Iredel County
0
1/10/2018
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/Storrn)
4
1/05/2018
Revision to Storm Labels
5
®w whaft below.
'Von . Cmoe4s.k One -Call Center Call before u dig.
unser:
I
N.
I
i
Joe arris & AssociatesInc.
agineering ® Land Surveying Planning
Management
Sen Casey Drive, Suite 101, Fort Mill, S.C. 29703 P: [phone]
www.rjoeharris.com
s drawing shall not be used for construction purposes until the
it and signature of the responsible registrant appears on the
wing, and proper permit forms and related fees are transmitted
the Owner, Owner's Agent or Contractor to the Authority
ring jurisdiction.
rporate ;weal Engines '4 S
CA f?o
® �d E5S/0 °a�S�''. �` ��°Q��FESSyoti°�9
�
a m SEAL z < c� ®.G aW SEAL �o -
^Q� C-4168 fat z t 44299 ,� o
9,p���0 NG p
ss ASS r®®e®° �''''� S a l a
Project Manager Drawn
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's Mill 11
Drawing "title.
Grading I n
Project No. Drawing No.
2605
DWG File Name:
2605 -Grading Plan

DATE ISSUED FOR REV I
05/10/2018
Initial Submittal to Town of TroutmanWredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
09/10/2.018
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
a Joe arris associates, Inc.
Engineering band Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Port Mill, S.C. 29708 P: [phone]
www.rieeharris.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
of
SEAL a:v_v P SEAL
C-4168 44299 ;iFe
I WW* III fill%
Project Manager drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot late
December 5, 2018
Client
TRUE S, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
utter's Mill iI
Drawing Title,
Grading Ian
Project into. Drawing No.
2605
DWG File lame:
2605 -Grading Plan

NOTES:
112' A 'A 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
V-61 ST top.) 2. REFER TO THE DENR STORM WATER DESIGN MANUAL FOR
? - RIPRAP APRON DESIGN STANDARDS.
I t1TII T
Lh`` 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
TE�ITE T OUTLET OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
II l2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
24` VALLEY..
CULVERT HEIGHT.
END ON INLET 00
' EXP0310 SECTMA E IGN 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
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
t 'XPAU4 .', M,47 SLOPE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
"° "--�---• SES :r[�I .
FORMA
TEKALS
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.
..- 24 ' - CULVERT Ao a - 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING '
4-4 ID TILN CHANNEL SHALL NOT BE ALLOWED.
f
_,, 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON C
DIA. SHOULD BE CONSTRUCTED IF POSSIBLE.
Oe
"I x l` RAP SECTION-- 9. DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC
., ' VOLLEY I WILL BE NECESSARY UNDER RIP RAP.
[LT F.1t rr
DIA L 1 10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
I -1��1 MUST BE STABILIZED. NATURAL G
I� 1
tAT ' 11 I
t _ LA I a, � V 3-4/a, NOTE: FOR ALL UNSPECIFIED PIPE OUTLETS A MIN 6'x6'
r
SPLASH PAD SHALL BE INSTALLED AT ALL STORM
CLASS l� ° CLASS V`�*�I ° DISCHARGES. 12" MIN. DEPTH OF CLASS I RIP RAP
WITH FABRIC.
Ve I AASKJlllt ;J ' °.9
r- I , Rip -Rap shall be NC OT �t�ia�l Ertl as described in the Town,pr ilii atit�rt .
24
LL1 Rtla a shall be sized and. placed in accordant with the Town s ec cations,
3
I'I-EiN U 1 C,: � LHYtN Uf' FIL'I'EE FABRIC
Ki -map is not eneraliy.>re lasred naleis except as slope, protect ons.
MINIMUM H=2/3 PIPE DIAMETER
SECTION B -B
4. Flared end sections are required oh all culvert in is and outlets where headwalls are not re aired.
5. On pipes larger than 48", the rown will review ouh to ati and d tet mine the type inlet and
rude( protecti n required.
routmartNC Standafd Detail Date: Trotitx an, NC Standard Detail mate; April 200
CATC.R BASINS AT 1NTERSECTIONS Standard SD4S�
, . i .
.� SECTION St�dnt;l�,ril a5
OUTLET
L
W
DEPTH
STONE 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'
TDATE ISSUED FCB REV
05/10/2018 Initial Submittal to Town of Troutman&''lredel 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
I
w whars below.
N-419 a One -Call Center Call before dig.
Engineer:
R. Joe Harris &°
ss®cla.tes, Inc.
Engineering - 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 Authority
having jurisdiction. /4
Corporate Seal Engin i
e®®0e►ste'a'r®���� ®®te neer:
OA Rp�''o, ,>� ��N CA Ro i
<rr, SEAL = aw SEAL yo
o C-4168 z ® 44299 ,�=e
'fo'o't hen',ttt fid'
Project.Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 201$
Asbuilt brawn Asbuilt Date
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 2$110
P: [phone]
Project:
Sutter's ill I
Drawing °Title.
i
Grading Ian Details
i
l
l
I
Project No. Drawing No.
2605
DWG File Name: l
2605 -Grading Plan
f

DATE ISSUED O 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/Se"Ver/Storm) 4
12/05/2018 Revision to Storm Labels 5
Engineer.
Q
101 M
—�
BACK OF CURB EY
--
GENERAL NOTES:
AN HOD
"D"
PIPE
D
0T7)
MSN. HEIGHT
H
COVER
DIMEN9I0N
E F
g
- ©,E USE CLASS CONCRETE THROUGHOUT.
BARS -W
NO. ENGTH
ICTAL
LBS^
"C , r
1-4
DEDUCTIONS
.ONE PIPE:
x
-•g.•'.
PROVIDE ALL CATCH BASINS OVER 3'•8" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH $TD. DRAWING 840.66.
2'-2"
�" Q
•e[1„ ,
0.112 0.318.
,738
0.180 0.243
"
2 •0"
� D•%
F 1.4-n =
C3 ®(
0-015 0-02
15"...
?',:;v .°. ;xr - v' .,. £
. -
o g
ELEV N
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR 44 BAB DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER,
_
ply
LL _Jp-1
�`
..
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#INIMDM DIMENSIONS AMP QUANTITIES FOR. CONCRETE CATCH BA$ER(8A9E0 ON MIN. REIGNTR WITH.NO RISER
J. Hegemann
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SPAN WIDTH WIDTH SPAN
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2'-2"
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0.112 0.318.
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0.180 0.243
2 •0"
9 •2"
0.235
0-015 0-02
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3 :0"
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3'-9"
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..
0.235 0.629
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0.,033 0.044
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3 0"
2
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0,236 1,001
0.059 0.085
36"
42"
_1.0
3'-0'
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2'.2" 3`•4'"
2;-2" 3'-10".
2 •2'" 4 -5"
4-3"
51-31,
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4 V -6l'
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2
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3' 9"
3 3'-9"
3 3 9"
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0.123 0.321 1.433
0 191 0 358 1.714
0.092 0,127
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3 2'- 11"
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2 •0"
9 •2"
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2,-3"
3 2'•11"
3 2 11"'
35
10.145 0.552
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0.235 0.317
2' -fpr'
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0.180 0.388..2.
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0.297 0.401
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Print/Plot Date
December 5, 2018
Asbuilt Drawn
Client
TRUE , LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's i I 1 1
Drawing Title:
urauding Plan Details
Project No. Drawing No.
2605
DWG File Marne:
2605 -Grading Plan

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-----F
DATET ISSUED FOR `J
C�
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
Know
Call
Iowa
N-9 Oa 2 one -Call Center Call before YOU dig.
A. J®e arris & Associates, Inco
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 Authod y
having jurisdiction. 141 '
Corporate Seal Enginee eal
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-----F
DATET ISSUED FOR `J
C�
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
Know
Call
Iowa
N-9 Oa 2 one -Call Center Call before YOU dig.
A. J®e arris & Associates, Inco
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 Authod y
having jurisdiction. 141 '
Corporate Seal Enginee eal
CAR CA Ro
®�`111.11811�'�� IIIII goo,
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Yroject Manager
Drawn
Hegemann—
M. Ali
ManagerDepartment I
P. •
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December 5, 2018
W,
Client
TRUE HONES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter'sill 11
Drawing Tide:
Retaining all Profiles
Project No, Drawing No.
2605
DWG File Name:
2605 Grading Plan

DATE ISSUED FOR REV
)5/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
)8110/2018
Second Submittal to Troutman & Iredel County
1
)9/1012.018
Third Submittal to Troutman
2
11/07120,18
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
R. i
Joe Harris 1 Associates,
Engineering .nd Surveying - PlanniwA
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. A
Corporate Seal Engin af
®"AtI111111111k3is�
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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 HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill II
Drawing Title:
Culvert Drainage Area #100
Project No. Drawing No.
2605
DWG File Name:
2605 -Culvert Analysis

05/10/2018 Initial Submittal to Town of Troutman& 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)
4
12/05/2018
Revision to Storm Labels
5
Nod (1a,°P." one -Call Center
Know 111010W.
Callbefore 1. iP
1
JoeHarris•
Engineering ® Land Surveying Planning
Management
127 lien Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeriarris.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.
t
Corporate Seal
Engin r -
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44299 ;Eo
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Project Manager Brawn
J. Hegemann J. Hegemann
Department !Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TKF%UE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill 11
Drawing Title:
Culvert Plan And Profile
10 0
Project leo. Drawing No.
2605
DWG File Name;
2605 -Culvert Analysis L CP -2

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Fifth Submittal to Troutman (Water/Sewer/Storm)
4
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Revision to Storm Labels
co F—
PROP SED GRADE
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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
f
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ONCRETE PIPE CULVERT
LEV 815.64
0+00 0+10 0+20 0+30 0+40 0+50 0+60 ( \
0+70 0+73.91
DATE ISSUED FORREV
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 All, S.C. 29708 p: [phone]
i
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.
JI
Corporate Seal Engin S
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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
U ; LLQ
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 23110 l
P: [phone]
Project:
Sutter's ill 11
f
Drawing `title:
Culvert all Headwalls►
I
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Project No. Drawing No. f
2605 I
l
DWG File Name: i
2605 -Culvert Analysis
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DATE I ISSUED FOR I REV
05/10/2018
Initial Submittal to Town of TrOUtrnan& 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
�
Irr,-" - , � 11 �,­,�.'�,­Y,­11, ,; - �,­;­,­­­�­­ Ill
I �
llk. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
- I
,
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 9 e- I
%I- 1111111111111 61" U, .,/",
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Project Manager
­ 'I'll I
J. Hegemann
�
I
Depart ient Manager
i
P. Murphy
- !
Print/Plot Date
December 5, 2018
lr�_
IIIN
Client I
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 281 1 0
P: [phone]
Project:
Sutter's Mill h
I
Drawing Title:
Overall BMP Plan
.
Project No. Drawing No.
2605
DWG File Narne:
,
LZM5-BMP Plan . t5 M P- 1 -J

.......... .... : ; /
RIP RAP APRON
LENGTH = 16:00' MIN. ... `
WIDTH = 17.50' MIN.
BASIN BOTTOMS, INCLUDING SAND FILTER DEPTH - 32.40 MIN. 1 H rU�l"1
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 `
MATERIALS (FESCUE, PER. RYE, ZOYSIA, ETC.)
.10,
TOP OF EMBANKMENT "A" 838.00
EMERGENCY SPILLWAY "Br' 837.00
Q�
�0 6" ORIFICE INVERT ELEV = 832.0(
n
M'
RIP -RAP APRON
825.50 -t
\- ANTI -SEEP COLLARS
NATURAL GRADE (SEE DETAIL)
SAND FILTER NOTES:
SAND FILTER SHOULD BE EITHER OPEN SAND OR
CLEAN GRAVEL/STONE SURFACE.
-_-
:..............r r 1
MEDIASAND SHALL MEET ASTM C33.
x�. � .,� '�•�•_, '��. °y 1. ALL PIPING WITHIN THE UNDERDRAIN 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
.� �•.�, ,� �v OF PIPES SHALL BE 6 -INCH DIAMETER.THE
h 4 -- --- I COLLECTION LATERALS SHALL BE
.. ; _ -
SPACING OF
4 _ NO GREATER THAN 10 FEET CENTER TO
�_ '✓' i` CENTER AND A MINIMUM OF TWO PIPES SHOULD
E INSTALLED O ALLOW F REDUNDANCY. A
MINIMUM OF 4 ROWS OF PERFORATIONS SHALL
•,� ��`` .� "' �.. .~`"4.....,4 .' �,� �.,... �4 r.:,..;. ,/'9 / /` '`rte/' �� ��� ,,d'°f.�s�fi'=�� !`
tiw
:.
BE PROVIDED AROUND THE DIAMETER OF THE
PIPE AND THE PERFORATIONS SHALL BE PLACED
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
�� `LI E MENT ` FABRIC OF MIRAFI 140NC (OR EQUIVALENT) OR
'i° N
_....,�
.................................
•��••�•� .... �-� TWO INCHES OF CHOKING STONE (8 OR #89) IS
;''/j�c�".... -- - REQUIRED TO PROTECT THE UNDERDRAIN FROM
BLOCKAGE.
.
'
.......
''~'•.. •••'••...
. METHOD FOR BRAINING POND IN CASE OF EMERGENCIES OR MAINTENANCE:
- PROVIDE RIP -RAP APRON „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
(TYP':) •...., THEWATER TO BE PUMPED A SEDIMENT FILTRATION METHOD MUST BE PROVIDED.
6" PERFORATED -DRAIN PIPE
•SAND FILTER CELL
............
\ .............
".:...:....... CLEAN OUT
.. 2' OFF STRUOTU .E
_�
C 0...�OCATION (TYP.) ..
- _ ........
., `..��.
..... ..... .......:............... ......... ..... ' C5 ®-- ECAST STRUCTURE ...................
...
-�
-- ---- - _
1 _
Cn
_
--
® - --- - -- ..
� \ I
5p - II -
� ---__.......:. i i. ...............
832 -�_
...-
838
••,i I
.........- 838 - --„' .:..."
- 836--'`-
... � _ . .... mac- -
t4/LIp i
a.
..., ._�- _,-.r -yam .,..,�. �•'•�
Ix 45".. _
....
:..:.. .........:...:....... .. ..
................. �M
REAM....
�.�
.................... T
.
o^o .:.. ........ - =�.. EMERGENCY SPILLWAY
............... ... ...
a
s"
0
"'............:....... ........ :.....
`'� ................
� - X30° X21' WIDE RIP -RAP APRON.
RIP RAP APRON ARMOR WITH FILTER FABRIC
UPE."'M F -J" Z03` A ON D F I LT E PK -"h #1 r% r% LENGTH` 10.00' MIN. DETENTION BASIN BARREL
_ 66.00 LF 18°' RCP � 2.28% AND EXTEND TO 5' .PAST THE
WRAP IN GRAVEL TO WIDTH = 11.50' MIN. TOE OF SLOPE.
DETAIL PREVENT FROM CLOGGING DEPTH = 13.50" MIN. INV. IN: 827.00
�'N.T.S.SEE DETAIL SHEET BMP -2)
INV. OUT: 825.50 (
TRASH RACK MANUFACTURED BY 12" PERFORATED RISER
PLASTIC SOLUTIONS INC. WITH PLUG & FILTER SOCK
(OR APPROVED EQUAL)
6'
TOP OF SLAB -"C1"
1 4'x4' ID = 7.5' PRINCIPAL WEIR -"C2" 50 -YR - 24HR ELEV. = 837.34
- -- __ --_ �- FOREBAY TOP OF EMBANKMENT 833.00 - � - - - - -- �- -- -,�pQ
_10 -YR - 24HR ELEV. = 836.02 -
_ - - - WOv ELEV. = 830.89 FOREBAY TOP OF SPILLWAY 832.00 _
1�
- - -- -- FOF:EESAYT �.
- - - 2 -YR - 24HR ELEV. = 833.97 - •� �E�
1 ° 0 510 N�E�
CLEAN OUT CLEAN OUT
yC
830.00 Gr HDPE UNDERDRAI °
l� 830.00
2.50' PROVIDE RIP -RAP APRON
\LENT)
827.50 FROM DISCHARGE PIPE
6" DRAIN PIPE (PERFORATED
0.50' DOUBLE WALL HDPE)
ORIFICE - "D" Po ° o ° o o
- 827.00
827.00 C( APllzV RnTTnnn PRInR Tr) I INnFRnRAIN INSTAI I ATION (nO NOT COMPACT)
POND FY LJ l.i ill Ls
ELEV. ELEV. ELEV. ELEV. SIZE INV. SIZE SLOPE INV. U/S INV. D/S SIZE SLOPE ( IN FEET )
BMP 838.00 837.00 837.00 836.00 61r 827.00 36" RCP 2.28% 827.00 825.50 '12" HDPE 0.00% 1 inch = 40 ft:
DATE ISSUED FOR RE
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 (`Nater/Sewer/Storrn)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
1k. Joe Harris & Associates, 1nc__
Engineering • band 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 Englna e°
,41111111111, 1 1111 tP'0
I
0
CAI?®'®s,® �` ®®;��� CA%?o'�'e®es
e E$S/ °°° `'. °°°pVESS/
® ®m SEAL _ a w SEAL s
®� C-4168 a z r o 44299 o
.®y ®RANG&S
A
111111111 1111111
Project Manager Drawn
J. Hegemann M. Ali
Department Manager Checked
P. Murphy IT. Kelley
Print/Plat 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 Mill ll
Drawing Title:
Sand i It r #100
Project No. Drawing No.
2605
DWG File Name:
2605 -BMP Plan BMF

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/Seaver/Storm)
4
12/05/2018
Revision to Storm Labels
5
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
RIP-RAP APRON
808.00 -� —
ANTI -SEEP COLLARS
NATURAL GRADE (SEE DETAIL)
W-YK-24HN tLCV.=. 010.UZ ..� _ �_--—I-____— -- -
-- WQv ELEV. = 813.51 FOREBAY TOP OF SPILLWAY 814.00_
2 -YR - 24HR ELEV. = 816.94 ((/ u? — FORFBAY''
°°<_ s -To RME�30'X1 7'WIDE RIP -RAP APRON. DETENTION BASIN BARREL
10 LF 30" RCP
CLEAN OUT CLEAN OUT " �o � \N ARMOR WITHFILTERFABRIC 99. C 1.01 %
812.00 /11G HDPE UNDERDRAIjo - AND EXTEND TO 5' PAST THE INV. IN: 809.00
o
� I
TOE OF SLOPE
,. INV. OUT: 808:00
.
:...:::
812.00 (SEE DETAIL SHEET SMP -2)
RIP RAP APRON
2.50'-RAPPROVIDE RIP APRON LENGTH= 16.00' MIN.
QUIVALENT) 809.50 FROM DISCHARGE PIPE WIDTH = 18.5®, MIN.
09.00
6" DRAIN PIPE (PERFORATED DEPTH = 13.50" MIN.
GRAPHIC SCALE
0.50' DOUBLE WALL HDPE)
ORIFICE - °Y° ° ° ° ° ° o o (CONSTRUCTED @ 0.00% SLOPE)
—20 0 10 20 40 SO
\ 809.00
809.00 q(ARIFY RnTTOM PRIOR TO UNDERDRAIN INSTALLATION (DO NOT COMPACT)
SAND FILTER SUMMARY TABLE
PEAK CONTROL
POST -DEVELOPMENT
POST -ROUTING
ELEVATION
STORM EVENT
RUNOFF
RUNOFF
TOP OF DAM
820.00
50YR - 24HR
140.70 CFS
92.59 CFS
819.36
10YR - 24HR
103.77 CFS
36.27 CFS
818.62
2YR - 24HR
69.37 CFS
8.909 CFS
816.94
BMP
REQUIRED
PROVIDED
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
RIP-RAP APRON
808.00 -� —
ANTI -SEEP COLLARS
NATURAL GRADE (SEE DETAIL)
W-YK-24HN tLCV.=. 010.UZ ..� _ �_--—I-____— -- -
-- WQv ELEV. = 813.51 FOREBAY TOP OF SPILLWAY 814.00_
2 -YR - 24HR ELEV. = 816.94 ((/ u? — FORFBAY''
°°<_ s -To RME�30'X1 7'WIDE RIP -RAP APRON. DETENTION BASIN BARREL
10 LF 30" RCP
CLEAN OUT CLEAN OUT " �o � \N ARMOR WITHFILTERFABRIC 99. C 1.01 %
812.00 /11G HDPE UNDERDRAIjo - AND EXTEND TO 5' PAST THE INV. IN: 809.00
o
� I
TOE OF SLOPE
,. INV. OUT: 808:00
.
:...:::
812.00 (SEE DETAIL SHEET SMP -2)
RIP RAP APRON
2.50'-RAPPROVIDE RIP APRON LENGTH= 16.00' MIN.
QUIVALENT) 809.50 FROM DISCHARGE PIPE WIDTH = 18.5®, MIN.
09.00
6" DRAIN PIPE (PERFORATED DEPTH = 13.50" MIN.
GRAPHIC SCALE
0.50' DOUBLE WALL HDPE)
ORIFICE - °Y° ° ° ° ° ° o o (CONSTRUCTED @ 0.00% SLOPE)
—20 0 10 20 40 SO
\ 809.00
809.00 q(ARIFY RnTTOM PRIOR TO UNDERDRAIN INSTALLATION (DO NOT COMPACT)
K" k.
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 Neal Engineer' q
®� \A ° CA R��e,, �� e° .. Rod
� a oF�SSI04,1." y ®OQ�pFESs/a�°°
°, o® 9a
d re ° w
�o
® °m SEAL SEAL Za
i
� C-4168 d °'` 44299 "> c ° <' a o
�4115
r'�IS,��° °0000000°°°^��+�®®� ',✓'��O/.00000000°°° `�,``®
e®sd/�•c4C A JSoI\VVa.®\®> o��/�%®A SO
III Irl-VI
V
Project Manager Drawn
J. Hegemann J. Hegemann
Department Manager Checked
P. Murphy T. Kelley'
Print/Piot Date
December 5, 2018
Asbuilt Drawn Asbuilt Date
Client
TRUE HOME,(.:), LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's ill 11
Drawing Title-
Sand
Filter #200
Project No. Drawing No.
2605
DWG File Name:
2605-13MP Plan
on M0
K" k.
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 Neal Engineer' q
®� \A ° CA R��e,, �� e° .. Rod
� a oF�SSI04,1." y ®OQ�pFESs/a�°°
°, o® 9a
d re ° w
�o
® °m SEAL SEAL Za
i
� C-4168 d °'` 44299 "> c ° <' a o
�4115
r'�IS,��° °0000000°°°^��+�®®� ',✓'��O/.00000000°°° `�,``®
e®sd/�•c4C A JSoI\VVa.®\®> o��/�%®A SO
III Irl-VI
V
Project Manager Drawn
J. Hegemann J. Hegemann
Department Manager Checked
P. Murphy T. Kelley'
Print/Piot Date
December 5, 2018
Asbuilt Drawn Asbuilt Date
Client
TRUE HOME,(.:), LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's ill 11
Drawing Title-
Sand
Filter #200
Project No. Drawing No.
2605
DWG File Name:
2605-13MP Plan

R. Joe Harris & Associates, Inc.
Y • Land Surveying ® Planning
Engineering
`- SAND FILTER CELL
\ \ 4i / Management
NDFILT #300 \'\ . / 4• \
7 Ben Casey Drive, Suite101, Fort iYtill, S.C. 29703 Y: [phone]
TOP OF E _ $22.00 .......
SPILL Y ® 821.00 \ i
PRINCIPA EI 820 00 �.f A `,`•,; 'TY J�\ �� / ��^ www.rjoeharris.com
BOT. BASIN _ 16.00 C.O. LOCATION ( l� / rJ
.,\ :•' <```k /.,�.;,, /• \�� 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'ty
having jurisdiction.
BASIN BOTTOMS, INCLUDING SAND FILTER
i,
Corporate Seal Engine 's e
SURFACE, SHALL BE STABILIZED WITH A WASHED /
9 / I
ND BASE BERMUDA SOD. SODDING SHALL CAR'' '��� CAR
INCLUDE BASIN BOTTOMS AND INTERIOR SIDE ° °°
° �..,;��ESS/p�,
OUTSIDE THESE LIMITS CAN BE c .. �, °
SLOPES. AREAS OU �� \, ° `_ ° >� a _
:177 •/ o Q�' '� : , 4 o a 9
GRASSED OR STABILIZED WITH OTHER VEGETATIVE u, r„' `
ow
SEAL a ° W SEAL Z °
MATERIALS
(FESCUE, PER. RYE, ZOYSIA, ETC.)
a°� C-4168 ?o °off 44299 20
_
•.. �C-!'�'� °� .• .. � ,. + ,, `\,..,,�,�'' ,+.,, >a,-J�,(°°°°°°a°°°°°°(�Q,®,omoo,®Q °°°°°° ° G ®o
EMERGENCY SPILLWAY ` k*.; %, / CLEAN OUT ASI`®o�° ��al1uL
\ /111111 11i
E�/iA 100YR CLOD INE ti ° % 2' OFF STRUCTURE
i
Project Manager Drawn
30' X31' WIDE RIP -RAP APRON. •�� \ ._ ,,ti4 � , �, `�••,, . '� J. Hegemann M. Ali
�:.
. . ..4 '�, .,, ` ` y ` �:.., �,,,,,` •''~ Department Manager Checked
ARMOR WITH FILTER FABRIC
P. Murphy T. Kelley
AND EXTEND TO 5' PAST THE
Print/Plot Dat€,
TOE OF SLOPE.
\ ` December 5, 2018
(SEE DETAIL SHEET BMP -2) ,
\ w
''',, �`'`,, Asba.lii# Ora��ry Asbuii# Date
5'X5'1.D. PRECAST STRUCTURE
PRINCIPAL WEIR = 820.00
` \ Client
BMRS"'AND FILTER #'310011
10' ` TRUE HOMES, LLC
4"
M1
WRAP IN GRAVEL TO RIP RAP APRON' ..dti ,,
PREVENT FROM CLOGGING LENGTH = 27.00 MIN. y 2656 BREKONRIDGE CENTRE DRIVE,
WIDTH = 29.50' MIN.
12" PERFORATED RISER SUITE 104•., M®NRUE, NC 28110
TRASH RACK MANUFACTURED BY DEPTH = 24.30�� MIN. P: [phone]
TOP OF EMBANKMENT 'A' 822,00 PLASTIC SOLUTIONS INC: WITH PLUG &FILTER SOCK
(OR APPROVED EQUAL)
6.
Project:
EMERGENCY SPILLWAY "B" 821.00 _ _ - _ _ _ - _ TOP OF SLAB -"C1
DETENTION BASIN BARREL
4'x4' ID = 7.5' PRINCIPAL WEIR -"C2" 50 -YR - 24HR ELEV. 821.45
V -- --- - - l 80.45 LF 36" RCP @ 1.24% u e rl5 i I I I I
W - =
N FOREBAY TOP OF EMBANKMENT 819.00 -- - pe INV. IN: 813.00
t' 10 -YR - 24HR ELEV. = 821.08
o - -- - - INV. OUT: 812.00
WC2v ELEV. = 818.59 _FOREBAY TOP OF SPILLWAY 818.00
M
-- - - w _ _-FOREBAY (b.
2 -YR - 24HR ELEV. = 820.70 y ,
O 6" ORIFICE INVERT ELEV = 818.00
CLEAN OUT CLEAN OUT " L
,. ®o Drawing Tl:
M' 816.00
"G" HDPE UNDERDRAIh o d'-'
.PROPOSED 5'x5' O.D.--------- - c��
Sand ilt #300
PRECAST CONCRETE
816.00
OUTLET STRUCTURE
2.50' PROVIDE RIP -RAP APRON
RIP -RAP APRON
MIRAFI 140NC FILTER FABRIC (OR EQUIVALENT) FROM DISCHARGE PIPE
813.00 813.50
:.:., :...., 6" DRAIN PIPE (PERFORATED
'DOUBLE WALL HDPE) GRAPHIC SCALE
812.00 Q o 0,50' (CONSTRUCTED @ 0.00% SLOPE)
ORIFICE - "D" 0 0 0 0 0 -20 0 10 20 40 80
"F"
�� 7ZZZI813.00
M PACT
NATURAL GRADE
ANTI -SEEP COLLARS
(SEE DETAIL)
813.00 SCARIFY
1✓ i.J.
"A" "B" "C2"
BOTTOM PRIOR TO UNDERDRAIN INSTALLATION (DO NOT CO
"D" flFlt
)
it G"
�7
/(ry^
POND
ELEV.
ELEV.
ELEV.
ELEV.
SIZE
INV.
SIZE SLOPE
INV. U/S INV. D/S
SIZE SLOPE
BMP
822.00
821.00
821.00
820.00
6"
813.00
36" RCP 1.24%
813.00 812.00
12" HDPE 0.00%
Project No. Drawing No.
2605
DWG File Name:
2605 -BMP Plan M R

DT if.i,D FOR BEV
0 511 0/2 01 8
Initial Submittal to Town of Troutman& Iredel County
0
08/10/20'10
Second Submittal to Troutman & Iredel County
1
09/10/20,18
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storrs)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/0512018
Revision to Storm Labels
5
i I
Og
EMERGENCY SPILLWAY:—
,� ;I F E
q •
. , / :•� ---- I I ' l ;. ' - --__ SAND FILTER CELL
BASIN BOTTOMS, INCLUDING SAND FILTERI I I I I
30 X21 WIDE RIP -RAP APRO l 1
SURFACE, SHALL BE STABILIZED WITH A WASHED
ARMOR WITH FILTER FABR�C 1 �
�-
1�--
SAND FILTER AREA_
30'X 42
SAND BASE BERMUDA SOD. SODDING SHALL
INCLUDE BASIN BOTTOMS AND INTERIOR SIDE AND EXTEND f0 5 PAST THE -
CAN BE TOE OF SLOPE. :' I
.SLOPES. AREAS OUTSIDE THESE LIMITS
GRASSED OR STABILIZED WITH OTHER VEGETATIVE (SEE DETAIL SHEET BMP -2)
MATERIALS FESCUE, PER, RYE, ZOYSIA, ETC.) I / =N�
- --_
C.O. LOCATION (TYP.)
SANDFILTER #400
TOP OF BERM = 830.00 �.
SPILLWAY = 829.00 :\ �, : - _ rtc� 10)
PRINCIPAL WEIR - 828.00 h : ,
\\:'':.
BOT. OF BASIN = 824.00 _
•
,f
1
I ' _ CLEAN OUT
_ 2' OFF STRUCTURE
10' E _3 M P %S) A N rL )" F I LT E FRk 4 0' 0 RIP RAP APRON
WRAP IN GRAVEL TO LENGTH =14.00' MIN.
N.T.S. PREVENT FROM CLOGGING WIDTH = 16.00' MIN.
DEPTH 13.50` MIN. 5'X5'1.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 -"C1" DETENTION BASIN BARREL
58.40 LF 24" RCP @0.86%
— 4'x4' ID = 7.5' PRINCIPAL WEIR -"C2" 50 -YR - 24HR ELEV. = 829.00 INV, IN: 821.00
FOREBAY TOP OF EMBANKMENT 827.00 — — - --- -- -'_OQ �^ INV. OUT: $20.50
10YR - 24HR ELEV. 829.44 _ — —
0� — -� —
WOv ELEV. = 825.80 FOREBAY TOP OF SPILLWAY 826.00 —
�\ -- —
—FOREBAY
2 -YR - 24HR ELEV,,= 827.23 --— 4 , � -
o
M ��R
o
6" ORIFICE INVERT ELEV = 826.00 O �0 < o° 1 0 NIE�
r
CLEAN OUT CLEAN OUT
824:00 �'G" HDPE UNDERDRAlt o
---------- — — -
PROPOSED 5'x5'0.D..
"
PRECAST CONCRETE — <
824.00
OUTLET STRUCTURE
2.50'
RIP -RAP APRONEQUIVALENT)
PROVIDE RIP -RAP APRON
MIRAFI 140NC FILTER FABRIC (OR FROM DISCHARGE PIPE
821.00 821.50
;, ...,:..,...t
6" DRAIN PIPE (PERFORATED
050' DOUBLE WALL HDPE)
. GRAPHIC SCALE
820.50 o o 0 0 (CONSTRUCTED @ 0.00% SLOPE)
ORIFICE_..D.. o 0 0 0 0
.,F„ -20 o io zo 40 ao
821.00
821.00 -/RC ARII Y ROTTOM PRIOR TO UNDERDRAIN INSTALLATION (DO NOT COMPACT)
NATURAL GRADE
V ANTI -SEEP COLLARS
(SEE DETAIL)
( IN FEET )
1 inch = 20 ft.
N Joe Harris
r Associates, Inc,.
Engineering ® Land Surveying - Planning
Management
127 Bert Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [phone]
www.rjoell,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. A
Corporate Seal Engin eal
CA
//..,, , CA Ro'%,
°FESS/p®�_y
oQ ®w
®g SEALaW SEAL �>
P v a C-4168 > Z
1't; 44299 = q
A.
Project
00
Project Manager Drawn
J, Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Data
December 5, 2018
Asbuilt Drawn Asbuilt Date
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's ill 11
Drawing Title:
Sand Filter #400
Project No. Drawing No,
2605
DWG File Name:
2605 -BMP Plan

Trash rack manufactured
Manhole frame
, � by Plastic Solutions Inc.
access: � O� equal 8"' min
and cover for 877-877-5727 or approved..
4" min.* Varies
High density
polyethylene
structural plastic Top view
(All 4 sides) Precast concrete riser
Elev.
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
SI[
TOP OF BERM
FLAT RU00F TRASH RRACK
/ �\ \ SPILLWAY
/ /\ \ \
NATURAL GRADE
4'
RIP RAP & F
(INSTALL 5' BLYUNU I UE UI -
SLOPE)
SAND FILTER Y ILL Y
10'
18" MIN.
RCP DISCHARGE PIPE
(SEE POND DATA BLOCKS
I• FOR PIPE DIAMETERS)
1' MIN,
CLASS B CONCRETE
CLASS B CONCRETE
J NATURAL
GRADE
SPILLWA'
TOP OF BERM
SPILLWAY
TOP OF BERM
--ice- V4Ri171z
MAINTENANCE ACCESS -
ADEQUATE ACCESS MUS F 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 DEVELOPMENT TO COVER THEIR
PROPORTIONATE SHARES OF THE COSTS ASSOCIATED WITH BMP MAINTENANCE.
EXAMPLES OF A TYPICAL MAINTENANCE COVENANT, MAINTENANCE PLAN AND
INSPECTION 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 BMR
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
yffri—!dI
-•��1LIFE OF THE BMP. AFTER INSPECTIONS AND MAINTENANCE HAVE BEEN
I'r�=t —_____�7 �r �TPERFORMED, A COPY OF THE INSPECTION CHECKLIST SHALL BE
h—I p hT—rl 1=I I=� I-1 Ir—�I h—r1—I �T—�I=111=111=
I ISI I 1=1 11�—I t 1�—I —i RIP RAP & FILTER FABRIC FORWARDED BY THE OWNER TO THE CITY OF KANNAPOLIS WITHIN TWO
2, I1 -1I I-1 I I—III 111—III—� I t I 1=1— 11I1=1 I I=I I1—I I1=1I I— = WEEKS OF THE INSPECTION.
T7—� 111=111—I I (—ITI77—rTI (—I I-I��(=111—I
=1! _II� I I I—rI hI I I I—II�T_r—I I I77 -111=1I I -f1I I— 3. WATERING AND MAINTENANCE RESPONSIBILITIES DURING DIFFERENT
I-1 I I--III-11 I—I J—f I I—rI I ITT -11 I7—IJI 177-71 I I— h I J�—I I 1—'r111= 11=I I1= PHASES OF A PROJECT SHALL GENERALLY BE DEFINED AS FOLLOWS,
T—III— IJ I I1=11I =1 I— I1=1 I1=1I I= =1I1=1 UNLESS CONTRACTUAL OBLIGATIONS REQUIRE OTHERWISE:
X1=1 I iii=�__I 11=1(( ITI=1 11=1 11-1 I I� I I I=1 I l=1TI=1_T�I 11=�1,,
POND BOTTOM-fiI=II—III—III—`II—II I I I I�I(`iTi—���—r�I , CONSTRUCTION PHASE: DEVELOP ERIBUILD ER
7 IIT7I�T�1T� X11—TTITI� TTT TITiiTIT�Tf—ITTrf�Itr—�III—VIII EARTHEN BERM PROJECT ACCEPTANCE: BUILDER
-1I I—I �—III—III—I1 ��I I I—III III=III=I I1 �1 I 1! 1�-7I I IT— 1I-11 h PROPERTY OWNERSHIP TRANSFER: BUILDERIPROPERTY OWNER
—TTI I II I I I II I I I I II�-11 111, i ' 11 I�I I WARRANTEE PHASE: PROPERTY OWNER
OPERATION PHASE: PROPERTY OWNERIHOMEOWNERS ASSOCIATION
GROUND
SAINO FILTER Y ILL
DATET_
ISSUED FOR REV
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 (Water/Sewer/Storm) 3
11/19/2018 Fifth Submittal to Troutman (Water/Sewer/Storm) 4.
12/05/2018 Revision to Storm Labels 5
Know wha rs below.
NaaP 044.&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. 29705 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.
1
Corporate Seal Engiqnel el I
%OARO®'� CA Cpl
° ESS/p °° q SOF ESS/o
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®®I®�/�i ®0 �o�r�iYG p. 5430%`�
�J o
®°po
ASS®,.0` °,/,(9,q S L
''®!!l111111111` !IlAI111 �
Project Manager Dramin
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Asbuilt Drawn Asbullt Date
Client
TRUE S, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
fib is Mill 11
Drawing Title:
BMP Detail
Project No. Drawing NO.
2605
DWG File Name:
2605 -BMP Plan BME:
PLAN - 4'X4'1.D. RISER
6: PERFORATE DRAIN PIPE
SCALE: NTS
5'X60.D. PRECAST RISEF,
SCALE: NTS
SAID FILTER- ®INLET 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 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.
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 SU13GRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
D
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.
8. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
a
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.0
m=d�1�11�
MIN.
1I MEN
-
OUTLET L W DEPTH STONE SIZE
FIL(IF NE DLAP
(IF NEEDED)
Flared End Section 100 16.00' 17.50' 32.4" min. 0.60'
ELEVATION
Flared End Section #200 22.00' 24.50' 35.10" min. 0.65'
Flared End. Section #300 16.00' 18.50' 27.00" min. 0.50'
Flared End Section #400 14.00' 16.00' 27.00" min. 0.50'
-
BMP POND #100 FES 10.00' 11.50' 13.5" min. 0.50'
NATURAL GRAD
HMP POND #200 FES 1 16.00,.. 18.50' 13.50" min. 0.50'
BMP POND #300 FES 27.00' 20.50' 24.30" min. D.90'
1
RIP RAP
BMP POND 400 FES 14.00' 1&00' 1 13.50" min. 0.50'
_
° 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
SECTION B—B
T
PIPE OUTF/-XLLS-
N.T.S.
18" MIN.
RCP DISCHARGE PIPE
(SEE POND DATA BLOCKS
I• FOR PIPE DIAMETERS)
1' MIN,
CLASS B CONCRETE
CLASS B CONCRETE
J NATURAL
GRADE
SPILLWA'
TOP OF BERM
SPILLWAY
TOP OF BERM
--ice- V4Ri171z
MAINTENANCE ACCESS -
ADEQUATE ACCESS MUS F 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 DEVELOPMENT TO COVER THEIR
PROPORTIONATE SHARES OF THE COSTS ASSOCIATED WITH BMP MAINTENANCE.
EXAMPLES OF A TYPICAL MAINTENANCE COVENANT, MAINTENANCE PLAN AND
INSPECTION 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 BMR
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
yffri—!dI
-•��1LIFE OF THE BMP. AFTER INSPECTIONS AND MAINTENANCE HAVE BEEN
I'r�=t —_____�7 �r �TPERFORMED, A COPY OF THE INSPECTION CHECKLIST SHALL BE
h—I p hT—rl 1=I I=� I-1 Ir—�I h—r1—I �T—�I=111=111=
I ISI I 1=1 11�—I t 1�—I —i RIP RAP & FILTER FABRIC FORWARDED BY THE OWNER TO THE CITY OF KANNAPOLIS WITHIN TWO
2, I1 -1I I-1 I I—III 111—III—� I t I 1=1— 11I1=1 I I=I I1—I I1=1I I— = WEEKS OF THE INSPECTION.
T7—� 111=111—I I (—ITI77—rTI (—I I-I��(=111—I
=1! _II� I I I—rI hI I I I—II�T_r—I I I77 -111=1I I -f1I I— 3. WATERING AND MAINTENANCE RESPONSIBILITIES DURING DIFFERENT
I-1 I I--III-11 I—I J—f I I—rI I ITT -11 I7—IJI 177-71 I I— h I J�—I I 1—'r111= 11=I I1= PHASES OF A PROJECT SHALL GENERALLY BE DEFINED AS FOLLOWS,
T—III— IJ I I1=11I =1 I— I1=1 I1=1I I= =1I1=1 UNLESS CONTRACTUAL OBLIGATIONS REQUIRE OTHERWISE:
X1=1 I iii=�__I 11=1(( ITI=1 11=1 11-1 I I� I I I=1 I l=1TI=1_T�I 11=�1,,
POND BOTTOM-fiI=II—III—III—`II—II I I I I�I(`iTi—���—r�I , CONSTRUCTION PHASE: DEVELOP ERIBUILD ER
7 IIT7I�T�1T� X11—TTITI� TTT TITiiTIT�Tf—ITTrf�Itr—�III—VIII EARTHEN BERM PROJECT ACCEPTANCE: BUILDER
-1I I—I �—III—III—I1 ��I I I—III III=III=I I1 �1 I 1! 1�-7I I IT— 1I-11 h PROPERTY OWNERSHIP TRANSFER: BUILDERIPROPERTY OWNER
—TTI I II I I I II I I I I II�-11 111, i ' 11 I�I I WARRANTEE PHASE: PROPERTY OWNER
OPERATION PHASE: PROPERTY OWNERIHOMEOWNERS ASSOCIATION
GROUND
SAINO FILTER Y ILL
DATET_
ISSUED FOR REV
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 (Water/Sewer/Storm) 3
11/19/2018 Fifth Submittal to Troutman (Water/Sewer/Storm) 4.
12/05/2018 Revision to Storm Labels 5
Know wha rs below.
NaaP 044.&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. 29705 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.
1
Corporate Seal Engiqnel el I
%OARO®'� CA Cpl
° ESS/p °° q SOF ESS/o
O
° �Ai ° 0 o Q y
SEAL C -D ® _ <W SEAL z
cz> C-4168 o Z~ r e N 44299
®®I®�/�i ®0 �o�r�iYG p. 5430%`�
�J o
®°po
ASS®,.0` °,/,(9,q S L
''®!!l111111111` !IlAI111 �
Project Manager Dramin
J. Hegemann M. Ali
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Asbuilt Drawn Asbullt Date
Client
TRUE S, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
fib is Mill 11
Drawing Title:
BMP Detail
Project No. Drawing NO.
2605
DWG File Name:
2605 -BMP Plan BME:

ATE 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%9018
Third Submittal to Troutman
2
11/07/2018
Fourth Submittal to Troutman (VVater/Sewer/Storm)
3
11/19/20'18
Fifth Submittal to Troutman (Water/Sewer/Starm)
4
12/05/2018
Revision to Storm Labels
5
� _ Harris 1at Inc.
Assock es,
Engineering . 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
B
CARSCAR�'®'OFEs
?Engin'
Q
°a
® SEALa
p o C-4168 z e z-
0
tw SEAL =I
oN 44299 z>
°
p
°
A SS
j0°
'r®Illin °° °
Project Manager
Drawn
J. Hegemann
J. Gikesson
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Hate
December 5, 2018
Client
TRUE HOMES, LLQ
2656 BREKONRI®GE CENTRE ®RIVE,
SUITE 104, MONROE,
NC 28110
P: [phone]
Project:
Sutter's Mill ll
Drawing Title:
Storm 1
Project No. Drawing
No.
2605
DWO File Name:
2605 Storm Profiles

-900 -
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
11119/20,18
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
J. Hegemann
J. Gikessen
88
Checked
P. Murphy
T. Kelley
890--
December 5, 2018
--
-
TRUE Ems►,
LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE,
NC 281.10
P: [phone]
Project:
Sutter's Mill 11
Drawing Title:
Storm 1 01, f+1
023 #1 U31
EXISTI
G GRADE
Project No.
Drawing No.
2605
DWG File Name:
2605 -Storm Profiles
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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 (Water/Sewer/Storm)
3
11119/20,18
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
r�
1' Harr l.; Associates,
FmgineefingSurveyingPlanning
Management
127 Ben Casey Drive, Shite 101, Port Mill, S.C. 29708 Y: [phone]
www.rjoellarris.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. f
Corporate deal
Engin sWeo®r'1�Aia®,,���
CARO '♦.
% %"I'll
�®
CARO
¢�H ROS '°'r
aoFESS/0'. �q♦®'®
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OP
E,
®, ®m SEAL z °s «i
® C-4168 o z '.
- °W SEAL o -
r o 44299 zI
Project Manager
Drawn
J. Hegemann
J. Gikessen
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot gate
December 5, 2018
Client
TRUE Ems►,
LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE,
NC 281.10
P: [phone]
Project:
Sutter's Mill 11
Drawing Title:
Storm 1 01, f+1
023 #1 U31
-#104, #105, #1063 #1 07,
#108
Project No.
Drawing No.
2605
DWG File Name:
2605 -Storm Profiles

DATE ISSUED FOR REQ/
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
w whar's
IV One -Call Center Call bellore you dig.
Engineer:
K. J®e arris & Associates, Inc.
Engineering - Land SurveyingPlanning
Management
127 Ben Casey Drive; Suite 101, Fort Mill, S.C. 29708 P: [phone]
wwwrJoeharris.dom
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 Sea] Engine Se I
FESS/p��9®� ®°moo QFpVtS; 16N
° S °q
r., SEAL = oW SEAL
o c> C-4168 ° z ® °v' 44299
C--o`'��
Project Manager Cram
J. Hegemann J. Gikesson
Department Manager Checked
P. Murphy T. Kelley
Print/Piot Cate
December 5, 2018
Client
TRUE S, LLQ
2656 SREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Proje t:
Sutter's Mill 11
Drawing Title:
for 1,
Project No. Drawing No.
2605
DWG File Name:
2605 -Storm Profiles
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DATE ISSUED FOR REQ/
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
w whar's
IV One -Call Center Call bellore you dig.
Engineer:
K. J®e arris & Associates, Inc.
Engineering - Land SurveyingPlanning
Management
127 Ben Casey Drive; Suite 101, Fort Mill, S.C. 29708 P: [phone]
wwwrJoeharris.dom
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 Sea] Engine Se I
FESS/p��9®� ®°moo QFpVtS; 16N
° S °q
r., SEAL = oW SEAL
o c> C-4168 ° z ® °v' 44299
C--o`'��
Project Manager Cram
J. Hegemann J. Gikesson
Department Manager Checked
P. Murphy T. Kelley
Print/Piot Cate
December 5, 2018
Client
TRUE S, LLQ
2656 SREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Proje t:
Sutter's Mill 11
Drawing Title:
for 1,
Project No. Drawing No.
2605
DWG File Name:
2605 -Storm Profiles

DATE ISSUED FOR REV
05/10/2018
Initial Submittal to down 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
K. Jac arr1S ��i Associates, Inc.
Engineering Land Surveying' ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
WWW.rio(=,kl1arris.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 Enginee ea
sera,; �,®®
ESS��aoOf ESS16 ° �7/q
®� a M SEAL cz v1 >W SEAL �o
®Ca C-4168 a z o 44299
Project Manager Drawn
J. Hegemann J. Gikessbn
Department Manager Checked
P. Murphy T. Kelley
PrinUPlot Date
December 5, 2018
Client
TRUE , LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's ill 11
Drawing Titles
Storm
Project No. Drawing No.
2605
DWG File dame;
2605 -Storm Profiles

DATE I ISSUED FOR i REV
05110/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/20'18
Second Submittal to Troutman & Iredel County
1
1
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
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DATE I ISSUED FOR i REV
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/Storrn)
4
12/05/2018
Revision to Storm Labels
5
K. Joe Harris & Associa tes, Inc.
Engineering ® Land Surveying - Planning
Management
27 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 /
iea1111i1111//0®� 1.,11 ]1®/g'
CA>?o"B �\N i CARo��r,,
cj FES$
rn SEAL F P SEAL
C ? C-4168 ~ o z ;� 44299 ;F
JVJ
A SS Z
Project Manager Drawn
J. Hegemann J. Gikesson
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE O s, LLQ
2656 BREKONRIDG'E CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's ill 11
Drawing Tiff:
Storm 2,#0,#6,
Project No. Drawing No.
2605
DWG File Name:
2605 -Storm Profiles

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
11/07/20'18
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (AAJater/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
Knowwhafthelow.
! N-dava.4:a One -Call Center Call befom you d1g.
Engineer:
R. Joe Harris & Associates, Inca
Engineering Land Surveying • Manning
Management
127 Ben Casey Drive, Suite 101, Fort All, S.C. 29708 P: (803) 80.2-1799
vvww.rjoeharris°c®m
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 'Pr s
0011tn111111>® ® 'n 1111®'
CA A
oF,EssI,ti/�9�':
SEAL Zav _ aW SEAL �o
o c� C-4168 z ® o r' 44299 zo
®p
�";
Project Manager Drawn
J. Hegemann J. Gikesson
Department Manager Checked
P. Murphy T. Kelley
Print/Plot mate
December 5, 2018
Client"
TFRUE,"S", LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's i I1 1
Drawing Title
Stor ,
211, 1
Project No. Drawing No.
2605
®SVG File Mame:
SD -6
2605 Storm Profiiles

ISSUED FOR
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
i
Second Submittal to Troutman & Iredel County
1
09/10/2018
Third Submittal to Troutman
2
1'1/07/2018
Fourth Submittal to Troutman (Water/Sewer/Storm)
3
11/19/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
—84 _
Revision to Storm labels
5
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ao OR. SCALE:
z
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@ 0.69%
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1 inch = 40ft.
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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
1'1/07/2018
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
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 S
CARO'
��
o CA f��°'
° e�pFESS/p
® e oFESS/ON
°
SEAL a q
®� o° C-4168 , o z
P SEAL -za
44299
CO
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& ASS®�� ```®
''''1,4 �
S o°
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 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project.
Sutter's Nfiell I I
Drawing Title:
Storm #301, x#30
Project No. Drawing No.
2605
DWG Pile Name:
-7 2605 -Storm Profiles

850
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HYf�RAULIC GRADIENT LINE
PROP. 8,, S.S. PVC
26.01 F - 15" RCP @ 0.6 % INV = 22.62±
280°�0 A HYDRAULIC GRADIENT INE
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(D C14 00
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00 � INV 818.33± N C'4c9
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Sto PM J A
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81, DIP
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EXIST NG GRADE
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O ® 00 N
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Z — Z M PROP. 8" S.S. PVC
HYDRAULIC GRADIENT LINE HYDRAULIC GRADIENT LINE
M M INV = 835.19±
00 U U Cp
" 0)
r- Lo ' 00
c') PRPP. 8" S.S. PVC a- CO
00
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ago wU = 827.15± Z ® ® j
N—
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0 00 04 z
000
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N 04 L0 > >IN = 81 .22±
00 Z
0 coOZ --
h- 00 00
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---800 820 > - — —80- -
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0+00 1+00 2+00 3+00 3+95.11 0 00 0+37.28
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-- 8-20-----
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Ston
- -
HOR. SCALE:
0+00 0+26 40 0 20 40
I� L
'03507
�- _-- — - --- --- — -- —_ — _-- 1 inch = 40ft.
VER. SCALE:
4 0 2 4
k
1 inch = 4ft.
DATE ISSUED FOR REV
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
11/07/20'18
Fourth Submittal to Troutman (rlVater/Sewer/Storm)
3
11/19/2018
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 4 Planning
Management
137 Ben Casey Drive; Suite 101, Fore 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 Eng! r
,®°°°111'11'11' °1(j�XIM111111.1,
®ems® �a oFESS/0 °%9 �O Q�oFESsj®� 'y"
N°
SEAL °s v r SEAL ?
°oc C-4168 a 2 ®E e 44299 Sze
S L
��>>r�/sc� ASS® ®°,s®' '>>>e/a
Project Manager Drawn
J. Hegemann J. Gikesson
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOMES, LLQ
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's ill 11
Drawing Title:
Storm ,
,
Project No. Drawing No.
2605
DWG File Name:
2605 -Storm Profiles

EM
05U02018 Initial Submittal toTown ufTmubnan&|reda|County O
08/10/20 18
Second Submittal toTroutman 6|redo|County 1
09n8/2012
Third Submittal toTmuUna? 2
1107/2018
Fourth Submittal tnTroutman 3
11h9/2018
Fifth Submittal mTroutman 4
1205/2018
Revision b,Storm Labels 5
Know whars below.
Call before you dig.
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
111111111
%till it,,
Project Manager
Drawn
J. Hegemann
J. Gikesson
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
December 5, 2018
Client
TIRUE HOMES,
LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE,
NC 28110
Sutter's Mill 11
Drawing Title:
Storm #'401
Project No.
Drawing
No.
2605
DWG File Narne:
2605 -Storm Profiles

830_-_— - --- -_ -_ -
EXISTING RADE__--
O O co
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PROPOSED GRADE to
- _CQ i -
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LID � r' 00
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1j 00 00 43.79 LF - 15" CP @ 1.00%
Ozz
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i
8-20 _ _ —850 - J
0+00 1+ 1 0 1 57.83
S t A
9402
880---- ---- - - - - - -- - -- Y_ _ EXIST NG GRADE
—85 860 850
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to o N NO
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UU) W ®U�
m Q 00 ® �CD 00 �' o w N 00
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ROPOSED GRADE U cn U cn PROPOSED GRA E
-- 8-70- -- - --- ----
840- - 850--,—_ _ &4-0--
EXISI ING GRADE �g �°
PROP. 8" S.S. PVC
26.00 LF - 15" RCP @ 1.00 0
INV 834.11±
FHYDRAULIC
HYDR ULIC GRADIENT INE
26.00 F - 15" RCP @ 1.0104000 roo GRADIENT LINE
0 0 I coCOCOco h HYDR ULIC GRADIENT LINE
_ _ _ _.
O— O-- - — — - -- ----- -—
tr, —
� �-_--- � � � � � � 8�® ® j 26.0 LF -1-5 " RCP @ 1.08%
0 o coU +coo O o % Z > PROP. 8" S.S. PVCaj
0 00 0 0o <
/> > Z INV 832.93± Nr
<C�G Uc�rr Ucn� PROPOSED GRADE z U`p
00
UU)IY Ucn� o \ / �� mm cfl �''�
HYDR 'ULIC GRADIENT L' NE C) "
26.00 LF-15"RCP @0. 9% or co 0000 cc)o O
M00O 00 00 V� 00 00 co Z
mm r� r00 �co00 .�
- m - —8 0--0 v U ®- -840 0 (o ff -� - - 0 Z- ROP -s -PVC
o U U 1 rn > j 0o ao O 83® O—> I V= 834.88
foto 1 00tri(o ? Oz� > Z_z_z
PROPOSED 0No oJ o I EXISTING GRAD °Mo °M0 z > > Z
2.. PVC �- ONO W ' 2 — —
E 857.12±
Z Z Z TROP: 8" S.�. PVC
/ ---
INV = 844.03+
Z_ZZ
- — - - - - -- 8-20 -- - - - - - - -
0
17
°p PROP. 54" RCP
Hto
YDRAULIC GRADIENT LIN INV = 817.43±
ch
Go r- v
8� m �? - - - _ - $1 -- --- - g - 83 - - - 820
- 4 of
00 l~:
co O N 000 �tLID
000`T T r� °U 6.00 RCP 2.00%
to to
z
OoO Z O 0+00 1+ 1+77.29 0+00 0+26 0+00 0+26
O Z SZ Z >> Z P OP. 8" �.. PVC
> > Z Z — IN = 853. 4± ®+®0 0+26
ZZZ -
- - --- -- 1.15 LF - 15' RCP 0.60% -S -tJ
- - -- - � irm 405 3torm - - --- - -.-
26.00 LF 15" RCP @ .60% ra"', Stan -u4
PROP. 8" S.S. DIP
INV = 852.97
840--- — -- -
HOR. SCALE:
0 '00 0+83.14 40 0 20 40
i
1 inch = 40ft.
tu rm
VER. SCALE:
4 0 2 4
1 inch = 4ft.
DATE ISSUED FOR REV
05/10/2018 Initial Submittal to Town of Troutman& Iredel County 0
08/10/2018 Second Submittal to Troutman & Iredel County 1
09/10/2018 Third Submittal to Troutman 2
11/07/2018 Fourth Submittal to Troutman (Water/Sewer/Storrs) 3
11/19/2018 Fifth Submittal to Troutman (V\1ater/$ewer1Storm) 4
12/05/2018 Revision to Storm Labels 5
f
:ail whai'
N*d "One -Call Center C2111 before YOU dig.
R. Joe Harris&ssocia.tes, 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.
Corporate Seal Engine • S I
®10111111111110 11111
Cq % q
®° ....... °Rpt ' �" ®®�� Rp��
OESS/pFESsjOti,��y'.®�
SEAL z o c� �a' SEALo
c5 C-4168 44299
��°
R/Jr & A SSo ®®°�®® lO1I>I q S L . �G1
°j1/ 1 �
1111111 ,111111
a�
Project Manager Drawn
J. Hegemann J. Gikesson
Department Manager Checked
P. Murphy IT. Kelley,
Print/Plot Date
December 5, 2018
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE ®RIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter'si!i 11
DrawingTitle:
Storm 3, 4,
#4057-ff"4061#407
Project No. Drawing No.
2605
DWG File Name:
2605 -Storm Profiles 1

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GRAPHIC SCALE I: ,' :: :.�• � :� .. .. : �:.: I.: .. ... ��....... '
-40 0 20 40 80
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( IN FEET) _.•---- 1
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1 inch = 40 ft. :` 1 : ` l // 1%,': / /n i t ! f i —1 t.. , \_:.,o :.- " �`...
W
IGH PT. -:2+165.38 ? W LOW PT. STA: 6+04.07
HIGH P ELE 42.50 I o LOW PT ELEV: 833.33 PVI STA: 2+23.83 0 C14p o CR PVI STA: 5+55;8
PVI ELEV: 848.33 F- 00 O r PVI ELEV: 831.7
Z + -i o
K. 30.00 p K: 32.14
LVC: 383.09 2 CQ W o II LVC:225.00
co
LOW T. STA: -2+02,24 + i +00
co
LOWIPT ELEV: 824.28 o w �/ ` �r w v w to til
PVI STA: 1+37.80 `s > m > w
PVI ELEV: 820.23 m �, ua m w
EXISTING GR DE K: 30,00
VC: 337.30 i
u) M tp
84G--�- - -- ( (0 - o - - --- - -- -- —
M o I z 11 — i
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PROPOS D GRADE O
PROP. 18' R 18"RO
1� 15" RCP IN =
' N
10'�- - — - � m — '
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U ' U
-L APPR i X.
GAS LIJNE
LOCA1 ION
--8-20 _ — - -- — — - —
18.4'
l WW
W w
-�-1
:
HOR. SCALE:
40 0 20 40
PROP: CULVERT
8' CONC. PIPE
805 -- ---- INV = 801.91 t — -- -- -- -- -- -- --
1 inch = 40ft.
-4+18.45 -4400 -3400 -2+00 -14-00 0+00 1+00 2+00 3+00 4+00 5+�00 VER. SCALE:
4 0 2 4
o M oo r oo cy 0 r� N MIM N ® N v , O u7 o c}y r N p. (P off. � c'7 cy M 0 d ri. o � p cv °�
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00 M w � N m � N c0 � M N co N 00 eco 0:) CO ea � 00 M 00 st cow �� �! Q M 00 e7 00
00 00 00 00 00 00 00 00 00 00 00 00
ATE I ISSUED FOR I REQ'
05l10/2018
Initial Submittal to Town of-rroutman& 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 Label:
5
R. o. Harris & Associates,
Engineering - /: Planning,
Man. -
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [phone]
www.rjoeharris°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
Engin
W1,1
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Rd�'''®.,
Ro
..CA
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ow SEAL g%
oN 44299 ,;W
p
ASS
C� �e®`®®
11'4S
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 ill II
Drawing Title:
Parkmont DriveIan
Profile Sta. 000 - 06+25
Project No.
Drawing
No.
2605
Dinka File Name:
RP -1-
2605 -Road Plan & Profile
I

s.
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-Im
I ISSUED
05/10/2018
Initial Submittal to Town of Troutman& Iredel County
0
08/10/2018
Second Submittal to Troutman & Iredel County
1
c
OJ/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,
Management
Bert Casey Drive, Suite 10,1, Fort Mill, S.C. 29708 P: (803) 302^1799
www.rjoeharris.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 Engine ,qSe 1
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Project Manager
Drawn
J. Hegemann
J. Hegemann
Department Manager
I,
Checked
-P. Murphy
Kelley
Print/Plot Date
December 1
Client
TRUE
2656 B- DRIVE,
SUITE 04 MONROE,0
•[phone]
Project:
Sutter's ill II
Drawirtcg `ritle:
Parkmont Drive Plan
Profile Sta. Obi+ - 17+50
Project No, Drawing No.
2605
DING File Name:
2605 -Road Plan & Profile

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I
DATE ISSUED FOR REV
.`R r
Joe �.at. Associates,
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
INEORWOM
www.r.oeharris°coal
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 E'ngi Se
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Project Manager Drawn
J. Hegemann J. Hegemann
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Cate
December 5, 2018
Client
TRUE HOMES, LLQ
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's ill 11
Drawing Title:
Parkmont Drive Plan
Profile t . 17+
Project No. Drawing No.
2605
DING File Name.
2605 -Road Plan & Profile
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DATE ISSUED FOR REV
.`R r
Joe �.at. Associates,
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
INEORWOM
www.r.oeharris°coal
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 E'ngi Se
®. ®�►CA►R� AI -,1101 's.
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Project Manager Drawn
J. Hegemann J. Hegemann
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Cate
December 5, 2018
Client
TRUE HOMES, LLQ
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's ill 11
Drawing Title:
Parkmont Drive Plan
Profile t . 17+
Project No. Drawing No.
2605
DING File Name.
2605 -Road Plan & Profile

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am
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
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.
Checked
Corporate Seal
Engi -9,
,�0111111111111111
CA /?
CA Ro
December 5, 2018
-6f ESs;..
Q,
J m SEAL
L
C-4168 t� J
SEAL
44299
FWVC-,
A,
NC 28110
0
4S
. it 11
Project Manager
Drawn
J. Hegemann
Hegemann
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOMES,
LLC
FWVC-,
SUITE 104, MONROE,
NC 28110
P: [phone]
Project:
Sutter's Mill 11
Drawing Title:
Fairfield Drive Plan & Profile
Sta. 00+00 - 11 +25
Project No. Drawing No.
2605
DWG File Name:
.2605 -Road Plan & Profile,

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HIGH PT. 5-A: 17+00.00
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K: 50.00
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11+25 12 00 13 00 14 00 15 00 16 00 17 00 18 00 18-1-94 16 VER. SCALE:
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MATE ISSUED FOR REV
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 (Mater/Sewer/toren) 3
11/19/2018 Fifth Submittal to Troutman (Water/Sewer/Storm) 4
12/05/20'18 Revision to Storm Labels 5
Know h:ars el
i a
N ewut+:o.,a One -Call Center Call before you dig.
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.rioisharris.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 ' " a'
J/
®`9®►q►►IIIAIi,11'r a /fill
11'r
CARO � Noi ARO*
FES°
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RjS&ASS®� ;•®`e ''°•,'x;'15 L . `��%,•°®
®ia►tri►►►®: �®►n► � s
Project Manager Drawn
J. Hegemann J. Hegemann
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
TRUE HOMEC), LLC
2656 BREKONRIDGIE CENTRE DRIVE,
SUITE 104, MON ROE, NC 28110
P: [phone]
Project®
Sutter'sIII II
Drawing Title:
Fairfield rive Plan &Profile
Sta. 115 18+94
Project No. Drawing No.
2605
DWG File Nalne:
2605 -Road Plan & Profile

-� {v
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rp �? eo cc 00 �° oo 00 e° eo 00 � � eo a7 � co oo 00 � w 00 00 � oo c(7 W
05/10/2018
Initial Submittal to Town of rroutrrlana � !red P ,l 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
["
..
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. A
Corporate Seal
Engin ea
+'sues ,�
®a®,unu►ir®
®®.•® �N CAR®� >,,�
®. CAR9�'*
E SS6 °aotiq''��
°°°°°°°
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®� o° C-4168
2 SEALa
o �' 44299 a
NG as
r!S& AcJcjOG ®®®
�.14S
"11'111110?
Project Manager Drawn
J. Hegemann J. Hegemann
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client
HOMES,TRUE LL
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill 11
Drawing Title;
Fern l Profile
Sta. 06+88
Project No. Drawing No.
2605
DWG, File Name:
2605 -Road Plan & Profile

\ 1 / ob.
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DATE I ISSUED FOR I REV
05/10/2018
Initial Submittal to Town of `iroutman& 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.
0 0
Engineering Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Nlill, S.C. 29708 Yi [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.
f
Corporate Seal Engin, ° ell
CA C
ESS/0° %y®.®°QjpFESSy�N,`�9'•®®
=�qt SEAL loci= oW SEAL
c� C-4168 4 r oN 44299 ze
9°O
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's ill 11
Dravring Title:
Mansell Lane Plan & Profile
Sta. + - 04+52
Project No. Drawing No.
2605
DWG File Narne:
2605 -Road Plan & Profile

N 1 I _ --• t t i 15621
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05/10/2018
Initial Submittal to Town of Troutrnan& 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 Trautman ( Nater/Sewer/Storm
)
3
1'1M9/2018
Fifth Submittal tt tof routmanWater/ wet
( Se /Storm):
4
12/05/2018
Revision to Storm Labels
5
III
R. Joe Harris & Associates, Inc.
Engineering ® band 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 :r' Se
'.01111111/11 ' , 1 11111 1j!!
° ��H OARpt'' 0 ,R0
e rn SEALc� e �� SEAL zd
e c C-4168 o z 44299 zo
F'?/NGmay
•,
���s& ASS,. °® �'�s,?;q S L,
lt11111111� 1ll11A11 �
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 -
Forbes e I Profile
Sta. 0 - 09+31
Project No. Drawing No.
2605
DWG File Name:
2605 -Road Plan & Profile

CB #1
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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/Storrn)
3
11/19/2018
Fifth Submittal to Water/S ewer/stor
4
12105/2.018
Revision to Storm Labels
5
R. Joe Harris & Associates, Inc.
Engineering Lane! Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Port Mill, S.C. 29708 P: [phone]
I
I
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 Entr' S I
%0%1111111114CA /?o �N C,
° Q°�pF �S$%C�,®moi® l
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L.
7s& ASS ®,m®` '>.,, q S ° K l
Uantte►�+ ®�rrpeto�®
Project Manager Drawn k
J. Hegemann J. Hegemann
Department Manager Checked
P. Murphy IT. Kelley C
Print/Plot Hate
I
December 5, 2018
Client
t
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: (704) 2381229
Project:
I
u tte is Mill 11
Drawing -title:
Benford Drive Plan & Profile
Sta. +25
k(k
I
1�rojec:t No, Drawing No.
2605
DWG File Name:
i
2605 -Road Plan & Profile

DATE I ISSUED FOR I REQ/
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/Storrn)
3
'11,/19/2018Fifth
Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
Know whars below. 3
N Ow dza One -Call Center Call before yo
Engineer:
R. Joe f-Ia.rris & Associates, Inc.
Engineering - Land surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoel-iarris.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 Engl I
,;W111lil1111® ! r'®
CARO
SS
o cvd 9<0
SEAL °s °w SEAL za
o C-41680 z0' oN 44299 azo 4
'•,;'�'�js&ASS®G `®'® °°0q S L .
®sngnat% °11111;1 t
Project Manager Drawn
J. Hegemann J. Hegemann
Department Manager Checked
P. Murphy T. Kelley
Print/ 'lot Date
December 5, 2018
Client
TRUEHIOMES, LLQ
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: (704) 2381229
Project:
Sutter's Mill11
Drawing Tele:
Benford Drive Plan & Profile
Sta. 11 + 012 42
Project No. Drawing No.
2605
DWG File Name:
L-0 LJ
2605 -Road Plan & Profile �'

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 Storrs Labels
5
R. Joe Harris Associates, Inc.
-
Engineering - Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite tot, Fort Mill, S.C. 29708 P: [phone]
alffinnom
www.rJOeharns.cbm
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
CA Ro CA Rp
®v`'®.��®� S°®® ���
®� 1-n SEAL C-1) a = ®W SEAL o -
o� C-4168 o z o` 44299 ,�=a
r
® r
F
'PIS A
1111111110,
° 11®11101
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:
outter's Mill 11
Drawing Title:
Carmine urt Plan
Profile Sta. 000 03+84
Project No. Drawing No.
2605
DWG File Name.
2605 -Road Plan & Profile

GENERAL NOTES - PLANTING AREA REQUIREMENTS:
TOPSOIL/PLANTING MIX: 1. WHERE PAVEMENT CUTOUTS ON RENOVATED SITES ARE REQUIRED AND/OR WHERE NEW PLANTING
STRIPS ARE REQUIRED, ALL PAVEMENT, CONSTRUCTION DEBRIS AND GRAVEL SUB -BASE MUST BE
REMOVED AND REPLACED WITH 24" OF TOPSOIL/PLANTING MIX OR EXISTING SOIL MAY BE LOOSENED
TO A DEPTH OF 24" AND AMENDED TO MEET TOPSOIL STANDARDS.
2. SOIL IN ALL PLANTING STRIPS OR ISLANDS, WHETHER EXISTING OR NEW (ON NEW OR RENOVATED
SITES), MUST MEET THE MINIMUM TOPSOIL/PLANTING MIX SPECIFICATIONS. SOIL AMENDMENTS OR
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
3!4" NYLON STRAP OR TREE BRACE REMOVED DURING GRADING ACTIVITIES.
STRAP W/POLY OR HEMP ROPE GUYS 3. TOPSOIL/PLANTING MIX SHALL BE NATURAL; FERTILE, AGRICULTURAL SOIL CAPABLE OF SUSTAINING
(WHILE RECOMMENDED - STRAPS ARE ,/ VIGOROUS PLANT GROWTH. IT SHOULD BE OF UNIFORM COMPOSITION THROUGHOUT, WITH A MIXTURE
OPTIONAL) - 6" SLIP KNOT WITH STOP KNOT OF SUBSOIL. IT SHOULD BE FREE OF STONES, LUMPS, LIVE PLANTS AND THEIR ROOTS, STICKS AND
TOP OF ROOT BALL TO BE 2" MIN. 6" LARGER THAN TREE DIA. OTHER EXTRANEOUS MATTER. TOPSOIL SHOULD NOT BE USED WHILE IN A FROZEN OR MUDDY
ABOVE FINISHED GRADE TAPER MULCH TO TRUNK OR CONDITION:
(DON'T ROOT BALL)
SOIL OVER LIMIT DEPTH70 NO MORE THAN 4. TOPSOIL/PLANTING MIX SHALL HAVE AN ACIDITY RANGE OF H 5.5-7.0 OR AS RECOMMENDED BY SOIL
TOP OF ROOT. BALL) 4'' OF DEPTH @TRUNK p (
SCIENTIST, LANDSCAPE PROFESSIONAL, ARBORIST) AND THE FOLLOWING COMPOSITION:
1"x2" x12" WOOD STAKES " 4LAYER OF MULCH (MAX.)
W/CENTERED 3/8" DIA. CLAY (RED CLAY -WELL PULVERIZED) - MIN. 10% &MAX. 35%
HOLE COMPOST` - MIN. 5%
4" HIGH WATER RING OUTSIDE SILT - MIN, 30% & MAX. 50%
FINISHED GRADE OF BACKFILL (MAX.) COARSE SAND (FREE OF ROCKS) - MIN. 30% & MAX, 45%
* ORGANIC MATERIAL SUCH AS SAWDUST OR LEAF MOLD THAT HAS COMPLETED THE DECOMPOSITION
=_=I
1-II1=1 hI 1 PROCESS.
y Map
__ __.^ .: •: ; I_ 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
NATURAL SOIL '� I �fi ��i- REMOVE TOP 1/3oFBURLAP NUTRIENT ELEMENTS IS RECOMMENDED FOR PROPER GROWTH: GENERAL NOTES TREE PLANTING:
Mlfk;. FROM BURLAP &BALL TREES
(AMEND AS NEEDED)
CALCIUM - 55%-85%
REMOVE TOP 2/3 OF WIRE
=I I= I (---I I hITI=1 I1- I1-) - BASKET (WHEN PRESENT) MAGNESIUM - 10%-30% SINGLE STEM TREE: 1. ALL TREES ARE TO BE NURSERY GROWN, BURLAP AND BALL PREFERRED. MINIMUM TREE SIZE IS 1
PLANTING MIX 36" MINIMUM POTASSIUM - 5%-8%
8%
(As SPECIFIED) 48" OPTIMUM CALIPER (MEASURED 6 ABOVE ROOT BALL), 8 MINIMUM HEIGHT.
VARIES 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.
1% 13. PROVIDE SUPPLEMENTAL WATERING AS PRESCRIBED BY LOCAL ORDINANCES OR AS RECOMMENDED
BY A LANDSCAPING PROFESSIONAL. 3. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. FOR MULCH, USE PINE NEEDLES OR
SEASONED MULCH (4" MAX. DEPTH).
(FOR SINGLE AND MULTI -STENT TREES) � \ � 4. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE WRAP PAPER (OPTIONAL).
SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY.
NOTES: \ 5. STAKING IS OPTIONAL. RUBBER HOSE AND ROPR OR WIRE FOR STAKING IS NOT RECOMMENDED. NO
`d WIRE OR ROPE IS TO BE IN DIRECT CONTACT WITH TRUNK. REMOVE ALL TRUNK WRAP, TREE STRAPS
AND STAKING WIRE OR ROPE AFTER ONE GROWING SEASON.
1. FLUORESCENT TAPE/FLAGGING IS OPTIONAL TO DEMARCATE TREE STRAPS (WHEN USED). EXISTING STREAM
2. USE OF TREE STRAPS ARE OPTIONAL, BUT RECOMMENDED, WITH EXCEPTIONS. / ')i • 6. GUY WIRES ARE NOT PERMITTED IN THE STREET RIGHT-OF-WAY.
3. TREE STRAPS SHALL BE USED WHEN PLANTING ON SLOPES AND FOR LEANING TREES.` AND 25 BUFFER / v / 7. ALL TREES SHALL_ MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1, "SHADE AND
4. FOR MULTI -STEM TREES, STRAPS (WHEN USED) SHALL BE TETHERED TO SEPARATE STEMS \ 1 O PLANTING STRIP �/ 1 FLOWERING TREES° • FOR EXAMPLE:
STRAPS SHALL NOT BE TETHERED TO A SINGLE STEM) \ va / / a )
1 / CALIPER: HEIGHT (RANGE) HEIGHT (MAX.) ROOT BALL DIA. ROOT BALL DEPTH
211 12'- 14' 16, 24" 16"
% 3" 14'- 16' 18' 32" 21
144 I 143 j 142 I� �� - MULTI -STEM TREE: 1. ALL TREES ARE TO BE NURSERY GROWN, BURLAP AND BALL PREFERRED. MINIMUM TREE SIZE IS 8' IN
5NATURE TRAIL 140
/ \ 145 ' 141 _�� HEIGHT, WITHA MAXIMUM OF THREE TO FIVE STEMS OR TRUNKS.
,�' ( �%� \ �.
ACCESS TO GREENWAY�\ `� 13 -, ; 25 UNDISTURBED 2. REMOVE ALL TREATED OR PLASTIC -COATED BURLAP, STRAPPING, WIRE OR NYLON TWINE FROM ROOT
I 138STREAM BUFFER BALL. AFTER SETTING IN HOLE, CUT AWAY TOP 2/3 OF WIRE BASKET, IF PRESENT, AND TOP 1/3 OF
(HOA MAINTAINED) BURLAP.
136 i �^�.._
t r - - - 3. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. FOR MULCH USE PINE NEEDLES OR
SEASONED MULCH (4" MAX. DEPTH).
\ ' aKMO�r r / �„. 4. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE WRAP PAPER (OPTIONAL).
SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY.
<v. ,,.. 1 1 !"""• ` 0' /I,y R/4��� � ,. '",tel ' f <� ',"v � --... �_�
FEMA FLOOD � ' 1 � � =--_� ,.., ,v = �' ,� �; -, `� / / r ! -- � � 5. STAKING IS OPTIONAL. RUBBER HOSE AND ROPR OR WIRE FOR STAKING IS NOT RECOMMENDED. NO
176 ` x% ( j ;? .;- ::` 135 C �` - WIRE OR ROPE IS TO BE IN DIRECT CONTACT WITH TRUNK. REMOVE ALL TRUNK WRAP TREE STRAPS
HAZARD BOUNDARY , sy, � i I % � %' . ` � � /� ``�r ` �o ,
\ 1 ' 168 ✓/- / 134 AND STAKING WIRE OR ROPE AFTER ONE GROWING SEASON.
ZONE AE 167 146', v� r. 133
'' / 169. 132 6. GUY WIRES ARE NOT PERMITTED IN THE STREET RIGHT-OF-WAY.
\ 177 f 166 "`_ %' / J 131 7. ALL TREESSHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1, SHADE AND
100 /tel FLOWERING TREES"). FOR EXAMPLE:
,�. 165 `
178 ��� 1 �N� �`�-- �'� v' _ - �' /, i HEIGHT MINIMUM ROOT BALL DIAMETER MINIMUM ROOT BALL DEPTH
t / q
5., 8' 22" 1511
99
i � ^�,. v � ,,; �-�.
10 PAVED GREENWAY u' / // 14$ X,__�
179 a %` SHRUBS: 1. ALL SHRUBS ARE TO BE NURSERY GROWN (DECIDUOUS OR EVERGREEN) AND SHALL MEET OR EXCEED
ON GRADE DEDICATED `..'�,/164 / \ /'�-,.�._.. ,- '-- / '�
__� _. 12g a/�,+' THE MINIMUM PLAT SIZES AT THE TIME OF PLANTING:
TO PUBLIC �'4 ,. v' - _
-- 102 _._ �..,' .
I � � 149 - / , �% l ---^` DECIDUOUS 18 (HEIGHT)
�X�
80
163 �\ r' V� �9$ / / �` / u /.a ry s. '� EVERGREEN 18" (HEIGHT) OR 15" SPREAD
103128
162 (w 150 130
`z ° 104
161 127
m _.L.I , �® �
� 151 _... i � 96`� , ..� � . >: _ _J 25 LF PERIMETER BUFFER PLANTING TABLE
PLANT SYMBOL DESCRIPTION STREETS
83 170 �o,F 1� \ 152, -..._ _.a_� 105 _:� _� 126
160 1..� 95
PARKMONT DRIVE (84 Trees)
\ 3
. •� ry / �.,�f �,-.- :..---- ----- '--_--,..__ s - -�FAIRFIELD DRIVE (69 Trees)
/,` ; . r u FERN LANE (23 Trees)
�/ 171 , �; _ 106 1 .. 1 2 5y MANSELL LANE (18 Trees)
84
I 153 1 94
�'{ Willow Oak FORBES LANE 34 Trees
BENFORD DRIVE (4
4 Trees)
�� ` 107 124 CARMINE COURT (19 Trees)
12293
----,
�� I NOTES: 1. RECOMMENDED SPECIES INCLUDED IS NATIVE TO NORTH CAROLINA AND APPROVED FOR USE AS
173 172 M, 158 157 156 155 154 1 ,m i I 108 -_- �' 123 - STREET TREES.
175 I 174 ` 92 - `�.
/ 187 '' ;'- I I ^I I�' I- =-� �i? --( I / 11$ 2 SEE IREDELL COUNTY UNIFORM DEVELOPMENT ORDINANCE PLANT MATERIAL CATEGORIES FOR
bnADDITIONAL, APPROVED SPECIES, SUBJECT TO APPROVAL BY OWNER.
_
! `( -� i� V 109 CARMINE COURT
188 v' / i I ,_ ;� l I u I 91 60'PJW
•I �1 I z _
- r® Kii l _._I� c y / Cos
_ 1 , I ---r. v' v' --, � .--- �
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117
8
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76 9 83 84 14 115
4g
45
7$
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'
112
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I m 55 54
6 ( 53 l 52�,
I 57 56 I ,� /, w ',� n/
__.----I-,, 0 59 58 , � � v �nRv r \ �.��
(
_, ----- .� � � I e I I � l 66 65 � I 63 `� `,__._---- �,,.,,- "µ' a e1 l 75 ei1t 74 73 e 72� I 7_1 I --�� - I i -`!ij- II I _i11 (Ii . IT1t. � l -- rr' I i 1! j.. P_ --o•I t I ..r a'a,....r.j.. I ' ' ��^-I ,v ,- r-., 'vI I w,I_ i : v I i I v • I . I II ,
`( 1 �II
' �- I -----.-,- -'i __ 1 --"""' `te1 t e -i �e1`�.� ,; w' `;' ','`.�?p✓.�RF'�o`.,��/r,` ' Si'''`
�
43I 7 69 4142Ii
<
FEAIB.EIELD_DEiLVE.:i
(60' R/1hl) , vj v}tel '" ! r 3$
-- :vv i I . ,v :v
: �,.L i .I
• _ 1.�.-,.::. ;mss 'E"'"`"'I ,Vs,. _---t' <v' � FAIRFIEL_ DRIV - '"" 1 ' ! <vu i I I ®i- i "I i . i l i ._--of
I -'_"",J "",� . ,v �_.,...._,-_ --' �c ) M, r-� ,V 5 � ,v� � <' ,� ,v . I * " R t j_ �'1 I. 1 - ( 1- 1 � I ,._%( � � l �- 36 /'• ^ '`..`O ti` ``. ,%'`
- e
1. CONTACT THE CITY OF STATESVILLE FOR PRE -PLANT
INSPECTION PRIOR TO THE BEGINNING OF PLANTING STREET
TREES.
2- LOCATION OF TREES MAY VARY, BUT MINIMUM NUMBER OF
TREES AND SIZE SPECIFIED MUST BE INSTALLED BY BUILDER
PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
3. TREES WITHIN SIGHT TRIANGLES TO BE SINGLE STEM AND
LINED FROM GROUND TO SIX FEET.
4. 1 TREE PER 40 LINEAR FEET. (MAX. 50' SPACING BETWEEN TREES)
v
34
32 >4 ILI 33
2927
20 21 22 23 24 25 26
�-
GASLINE EASEMENT
6 [17 18 9
1514 ,
5'NATURE TRAIL
(HOA MAINTAINED)
GRAPHIC SCALE
-100 0 50 100 200 400
mmirm� mop
( IN FEET )
I inch = 100 ft.
i
05/10/2018
Initial Submittal to Tonin 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
11PI9/2018
Fifth Submittal to Troutman (Water/Sewer/Storm)
4
12/05/2018
Revision to Storm Labels
5
R Joe Harris & Associates, Inc.
f ' . N
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
samommm
www.rioeharris.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 Ere
0®``N111111111//,'�' p 1111®O,,
®>��N CAR�� ��� CARQ�
`® e0000 u 'I ®` 000eeoeoo d®
r a m SEAL z a c3 2 °W SEAL o
eo C-416$ 8 44299
O ° �F'p/ Sv-J
®'✓ °OOa000000°° �� 00 'i otlu ooeo co ®.
ISAS
tJC SO N ,
' _,11 11 r
111. 11
Project Manager Drawn
J. Hegemann J. Hegemann
Department Manager Checked
P. Murphy T. Kelley
Print/Plot Date
December 5, 2018
Client -
TRUE O ES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's i I l 11
Drawing Title:
Overall sca inPlan
Project No. Drawing No.
2605
DWG File Flame:
2605-Lanscape Plan

SUMMARY OF SEWERMAINS AND MANHOLES
SIZE
LENGTH
SIZE
LENGTH
8" PVC
17,480 LF
8" DIP
*717 LF
TOTAL NO. MANHOLES: 46
TOTAL NO. LOTS SERVED: 189
! 4 3 4 g
iE�3R7�G�
PROP. PROP. MHO22 L._-
8TA:1+27.78 (SSWR-101)
1 38 e -Pe
SP IIIIO T D I E4 ► ss, ss ,
� j1Aj wR.l
� u 8. As.
ss,rhq.,
= PROP. PROP. MIi010_
STA:14+04.68 (SSWR.100)— �� PR 1 .1l1if18 E 7
PROP. PROP, M00 STA:12+89.41 (MVR -f(0)
75TA 6+51.43{S:SWR-f00) 75
—��
444
78
74
1 I
187
I"N,
PROP. PROP, M.tt-1#8 1�
STA -11 +24.93 (SSWR-100) I /
185
I 184 /
r � 1 -
�-► '. S'�.0 0 182 /
I 73 _ [ I
- PROP, PROP. MH#23
STX0+99_59 (SSYVR-200)PROP. PROP. MW
j STA 10+30.83 (SSWR-100) t 1� .� 180
175 5' S ALK
1D 72 7$ 1
�► i r �t4k*�+�� 179
PROP. PROP. AiF1Mf2
_ STA17•$3.75 {SSIIVFt-100} '4 -' � � �V �� � �� _ � �,
- -- -� r ---� -� - 178
I PROP. PROP,
11 T, 7$ # I ��` 5M7r51.14 (VSWR-100) /
3 l 174 j / e a'? 177 /
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P. PRUP. MFW�4 _ 171
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I+ I �l -' { $Th 1.99-34 (S" -M) ` a / ; 176 '?' � �, �
1 ,
i 70 I 80 I PROP. PROP. MHAt94
1 I + 173 STA:0+99.111 (SSWR-202) f ylet 1 % �.•f •� _ j.
~ l
r--- -- . .N�s
0 B r rPROP. PROP. `
s-
STA:l5+d0.71 {SSWR-140}
172 ! r
a 1 / • r� `
PROP_ PROP. MH",64 `,
L STA +90.03 -M2) �` 5 1
{z I - ~— —`' f ` 'fir \
14 I J82 -ter ,►1~�.
.01
66
MANSELL LANE 163 r �� I PROP. PROP. MHA14
� ` STA:4+131.77 ($+SWR -1110}
PROP. PROP. MH#13 Y ' = -�• � �° ! � t � ♦ % �
i 3 STA:20►01.411 (SSWR-140)- ,-
15
E67+83
f ,� $2 1651
02 158 x
�_ 3 PROP. PROP. MHW 161 1a
.� �1
} I ff ++ ~ 1 L STA -2+9&24 (S&WR-202)16
+ I I 1 84 l I ,59 lleo
lee
157
'��: r w ■..■1 ..t+w ~ ` ET 0P _ rt_ fi Ln MONK r 4i rte. t_ a� 1► .�1.
� ... SH ET UP --1
VICINITY MAP - N.T.S.
s�
ti LF �
5g t PROP- PROP, MW
STA2+36.67 (&SWR -10
PROP, PROP, MH#3
STA:4+04.34 (SSW+R-11701mm mom iiiiiiiiiwiii
15 1
J
GRAPHIC SCALE
( Ili FEET )
I inch = 50 f1~
DATE
ISSUED FOR
REV
0� 10�L018
tristiat Submitle. to Towo of Troutman& tredel County 0
UBr1012018
Second Submrlal 10 TroWlman $Inde, County
1
09114+2018
Third Submetal W Troutman
2
1110V2018
Fourth Submittal to Trouwan (Vlratert5ewe(i'Swrm]
3
11t19MIB
FMh Sutxnrttat to Troutman (WalenueweoStorm)
4
12.05!2018
Revimn to Storm Labels
5
02!04/2019
Rev"cj 10 Fire Hydrant LAY0A
6
is
Know what`s belaw.
Call before you dig.
Englnoer-
Drawn
R• Joe Harris & Associates, Inc.
Engineering - Land Surveying * Planning
Management
rr net t.ky ta.i.., xrrrr tot. Fon fdils x�urt P:18a3tmQ:. M
www.rjoeharrisxom
This drawing shall not be used for consVWion purposes and Ina
sesi and Signature of the responsible registrant appears on the
drawing, and proper perrrd forms and relabod fees are transivimd
by the Owr*(. dwi+er's Agent or Contractor to the AtKhonty
having turisdlction.
corporate Seat
Engineet's Seal
►'grrnruir+r CARO.`'rr►r►s
+Afl
11rternt
I've
Drawing Title:
Overall Sanitary Sewer Plan
z
= SEAL 2 =
C-4168
_ SEAL
036836 z
,
DWG t=ile !fame:
•,���+1rrlteN►►►k`
AL. SSN' •�'!�'K
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J, Hegerrlann
J. Gilkesson
Depaitmeni Moor►ager
C1hecked
P. Murphy
T. Kelley
Pri nt Plot Dale
Februa 4, 2019
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P. [phone]
Project:
Sutter's Mill ll
Drawing Title:
Overall Sanitary Sewer Plan
Project No.
Drawing No.
2605
DWG t=ile !fame:
2605 water & Sewer
UP—
Plan
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1A. �� s��E WA �; �' `� -� 7 : TRUE HOMES, LLC
2656 BREKGNRIDGE CENTRE DRIVE,
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117 � 41 it
M1 SIZE LENGTH SIZE LENGTH
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11F�� PROP. PROP. MHBTD ❑ _
7 �_STA:33+5,.a7(sSw�L.,00} srr PVC ±7,480 LF 8" DIP 1717 LF
1 - Overall Sanitary Sewer Plan
42 ± 110 m ` 4s TOTAL No. MANHOLES: 46 cont.
TOTAL No. LOTS SERVED: 89
47
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OP. PROP. Mt I 1 '
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DATE I ISSUED FOR
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D5002018
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0WIM018
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1f10712018
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1111912018
Fifth SubrNitsI to Troutman [WaienSewerrotorrn) 4
1210WOta
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0244rA19
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DATE I ISSUED FOR
REV
D5002018
Irnbat SubmiUl to Town ❑f T,*Gstman& lred6 County 0
081 W201B
Second Submttal to Trot&nan & lrepei Co4My 1
0WIM018
Third Suonrttal to Troutman 2
1f10712018
Fourth SOmittatto isoutrnan IW85er/SowerlSlorml 3
1111912018
Fifth SubrNitsI to Troutman [WaienSewerrotorrn) 4
1210WOta
IkSw! fon to Sloan Labels $
0244rA19
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Engineer.
R. Joe Harris & Associates, Inc.
Engineering IS Land Surveying • Planning
Management
I_, nn, t a.ey un.r. %list i.7r. IMI .MIR s.r. N.Va n raralaoe ]79U
www.rjoeharris.com
This draw.nq %'tali riot be used for construction p irpogeS unw lite
sea] and signature of the responsible regirstr"t appears on the
drawing. and proper permit forms and related fees are transmipod
by the Owner. Owners Agent of Contractor to the Authority
Mvtnq Ju(*dKx*n
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2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
yO3" ";`•
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J. Gilkesson
Dvpartntwnt Manager
chbc 04
P. Murphy
T. Kelley
F• r.l Pla'. C.11, -
February 4, 2019
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: (704) 238-12.29
Project:
Sutter's Mill II
Drayring Title:
Sewer Plan & Profile
SSWR-100
Project No.
Drawing No.
26D5
DWG Fico Nam!
2605W'ater & Sewer
� �,�
Pian

BATE I ISSUED FOR
REV
I x3311 LJ2018 Irw6ai Subnuttal to Town of Troutman& Iredel County 0
Od IM018 Seoond Suomeat to Troutman 8 Inde! County 1
OWICV2013 Third Suibmalsl 10 Troutman 2
111 712018
Fourth Submmal to Trautman (WaterlSewerlSlocm) 3
11119QOIO
Flth Submittal to Troutman (WMrfSewaerrSWrm) &
1 M51201 S
Ravi$" to S1omi Labefs 5
02104=19
Ftrvipon W Fire Hydrant Layout G
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in -6K
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Engineer:
R. doe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Cory Dene. Sithe IOL Fon MIL SSC- ZI XM V 1417 >F7: • t `w
www.rjoeharris.com
rnis drswng Shol not be used lar cor4truction purposes until the
seal and Ugn8lure of the responsilfa registrant appears on ttRe
drawing, and proper permit !bans and related Ibes are transrr+itted
by the Owner. Owner's Avant or Contractor to the Authority
having iuriisdicoon.
Corporate Seal
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T. Kelley
Pf Ink P'Dt Ua'r
February 4, 2019
Ckenl
TRUE HOMES,
LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill
II
Drawing Title:
Sewer Plan
& Profile
SSWR-1 D0
Cont.
Propoo No.
Drawing No.
2605
f]wG Fila Name:
2605—Water & Sewer
UP
Plan

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12.10512018
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0210a2019
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DATE I ISSUED FOR
REV
0511onole Initial Submeal to Town oaf Troutrrlana lrodvf County 0
08ri0J2018 Seboond Subrnntalto Troutman b Iredel County 1
0911WO18
ThW Sutxnitt WTroutman 2
11107120/8
Fourth Submittal toTroutman iVia 1rrn3er (Storm) 3
11119/2018
Fifth Submittal to Troutman (W-9WtS9vmKf%orm) +t
12.10512018
Rv os+an to Storm Labels 6
0210a2019
Rave m to Fire Hydrant Layout 6
Nr.�f Qom+.%.+ Ono�:all CeMK
is
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Ca11wf=ywft
Engineer-
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying - Planning
Management
i:Jt!!eaS'�tAr+e_7urr I�I.FanliiL�i.--. W7C45 Pl'JQi18E1�1799
www.rjoeharris.com
This drawing shah not be used for oonsVuebon purposes until the
seal and srgnalure of ft resoonsiblle regserant appeats on the
drawing, and proper permit forms and related lees are transrnrt0ed
by the Owner. Ownl Agent of ContuKlo• to fire Authordy
ha+nng junsdiason
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J. Hegemann
J. Gilkesson
Departawnt Manager
Chnckcmr
P. Murphy
T Kelley
Prin0lot Date
February 4, 2019
Client
TRUE HOMES,
LLC
2656 BREKONRIDGE CENTRE DRIVE
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill
II
Drawing Till9:
Sewer Plan
& Profile
SSWR-100
Cont. &
SSWR-1 a1
Protect No.
Drawing No.
2805
DWG Filo Name:
2805 Water 8 Sewer
U P
Plan
-5J

DATE l ISSUED FOR
REV
OV100018 Ir t al Submittal to Town of Tmutmanb i+edei County 0
D8110r2018
$eoond Submctal So Trouwon 8 Iromel County 1
OWI M018
TWO SunmulM to Troutman 2
Fourth Sunmittai to Troutman (<,YwriSewlerrStorm) 2
11119 018
F01h SubmilEat to Troutfrw Mater+SewerroWrmi 4
12,06/20%8
Revision to Sloan Labels
02.0412019
Rcwsion to Fire Hydrant layout f.
Print'Plot Darle
February 4, 2019
mEo
Client
TRUE HOMES,
LLC
2656 BREKONRIDGE CENTRE DRIVE,
MME
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DATE l ISSUED FOR
REV
OV100018 Ir t al Submittal to Town of Tmutmanb i+edei County 0
D8110r2018
$eoond Submctal So Trouwon 8 Iromel County 1
OWI M018
TWO SunmulM to Troutman 2
1107/2018
Fourth Sunmittai to Troutman (<,YwriSewlerrStorm) 2
11119 018
F01h SubmilEat to Troutfrw Mater+SewerroWrmi 4
12,06/20%8
Revision to Sloan Labels
02.0412019
Rcwsion to Fire Hydrant layout f.
xnow wlats below.
WbAnywft
Engineer:
RJ
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying - Planning
Management
32' tis C sm-1 thnr. Suer 1:11,Uvo %hit i(.:?Iffk 1'. 1.V.)* WC 1799
www.rjoeharris.com
This drawing shall not be used for conatiruction purposes until the
seal and w9nature of the reeponsk* regstrant appears on etre
drawing, and proper permil Mmes and relented hes ars transrnitted
oy the Owner, Owners Agent or Conlrador to the Authority
having jurisdiction
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,i.,"1{tltoirlll,!`,Jt1111!!yl,I
.+ 1 CA R4/ �.�` CA Rp/
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s
'd • SEAL SEAL
C-416$
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IffilliII10, toll
Project Manager
Drawn
J. He emann
J. Gilkesson
Department Manager
Checked
P. Murphy
T. Kelley
Print'Plot Darle
February 4, 2019
Client
TRUE HOMES,
LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill
II
Drawing Title.
Sewer Plan
& Profile
SSWR-too
& SSWR-202
Project No.
Drawing No -
2605
DWG F41; Hams:
2605 Water & Sewer
P
Plan
r !

DATE I ISSUED FOR
REV
0311(32016 InIWI Su4mrttal to Town of t'routmanb Imam County 0
W107018
Seoord SubmCtal to Troutman & Iredel C4ourrty 1
09/1012018
Third Submetal to Troutman 2
11A0712018
Fourth Submmal Io Troutman (WaterlSeworGlorm) 3
11 I WO18
Fidth Submittal to Troutman (WVs4er0rSawsrf8Wrm) N
i P1 W018
Remion to Storm Labets 5
0210412019
Revision to Fee Hydrant Layout B
Corporate Seal
Engineor's Seal
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• C-418$ ,,•
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= SEAL m?
: s 036838
SUITE 104, MONROE, NC 28110
P; [phone]
& ass,,,►.�`
3?`!•►, `lk ,.•�`
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Sewer Plan & Profile
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2845
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DATE I ISSUED FOR
REV
0311(32016 InIWI Su4mrttal to Town of t'routmanb Imam County 0
W107018
Seoord SubmCtal to Troutman & Iredel C4ourrty 1
09/1012018
Third Submetal to Troutman 2
11A0712018
Fourth Submmal Io Troutman (WaterlSeworGlorm) 3
11 I WO18
Fidth Submittal to Troutman (WVs4er0rSawsrf8Wrm) N
i P1 W018
Remion to Storm Labets 5
0210412019
Revision to Fee Hydrant Layout B
Kww whathA IM
&A galore you ft
Engineer.
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying w Planning
Management
I Z7 Bte C ■err Drnv. Surr 11, J. F :Yr ►fill &C. JIM t (sw I M2.I `"
www. rjoeharris. cam
Tthis dr"ng Oall nol W used for ooneE *ion purposes until V*
seal and signature or the reeponslDle m9istrant appears on ilea
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owners Agent or Cordractor to the Authonty
having juri6ctiorl.
Corporate Seal
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• C-418$ ,,•
- f" -
= SEAL m?
: s 036838
SUITE 104, MONROE, NC 28110
P; [phone]
& ass,,,►.�`
3?`!•►, `lk ,.•�`
lilt
L Ifrllnitil►t
erllullti►
Project Manager
Dmwn
J. Hegemann
J. Gilkesson
Depaftment Manager
Ch*(**d
P. Murphy
T. Kelley
Prf nt, Plot Nle
February 4, 2019
L. 1W
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P; [phone]
Project:
Sutter's Mill 11
Drawing Title:
Sewer Plan & Profile
SSWR-2o 1
Project No.
Drawing Pio,
2845
Dwt.; File Name:
2MS_Water $ Sewer
L I � ,
U
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DATE i ISSUED FOR
REV
05,+ W 418
Initial Submitlat to Town of TtouM an& Iradel County a
0&1012018
Second Submittal to Troutrndn 8 Iredel County I
Og, I M018
Therd Submittal Io Troutman 2
11474101$
Fourth Sabrtuttal to Tto~ 3
1109?2018
Fifth Submittal to Troutman (1NaAer1SwmrfSIo m) A
12)M018
Revision to Storm Labefs �
020OW19
Rev*" to Fire Hydrant LaryofA 6
Q-9 L : kd-,• One Call COMW
is.
Know* i Y«YR•
Car bei imyWdIS
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
4'�Fy:r �•seT []rnr.7culr l[ii,l:<e 4hi�5C.�3�t�l4'. +�i}tri+_`-1 `F1
www.rjoeharris.com
This draw[ng shall not be used far construct4n purposes unll the
seal and Signature of the reWrisble regiStrant appears on 0*
draw,ng. and propef perms forms and rel8bed lees are transmmed
by tho Owner, Ownef's Agard or Co ntractor to the Authoray
having jurnAKlivn
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e=ngineer's Seal
t r 4441►►►
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I'r ise IdYr'la W
OT-AW51
J. He emann
J. Gilkesson
Uspartment Manager
Checked
P. Murphy
T. Kelley
Print,Plat Data
February 4. 2619
C1loRr
TRUE HOMES,
LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
ProlW:
Suffer's Mall
II
Drawing Title:
Sewer Plan
& Profile
SSWR-300
Projaci No.
Drawing No.
2605
OVIG File Narno;
2605_Water & Se�we4
g
U P
PI n
—
(]

DATE I ISSUED FOR
REV
Gbr t G'2 016
I meal Sut}m pJ to Town of T+oulrnarA IrWel County 0
08110'2018
Second Submittal to TrauWun & Iredel County I
OSWIOF2018
TWO SuUmrttai la Troutman, 2
I V=018
I
11119''2018
Filth Suhmttal to Ttouthun (WatarGewwrP orm) 4
121D6MI8
Reve,*n 10 Storm Labels 3
02104r1019
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Drawing No.
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2rYD5�Water & Sewer
I J O
U
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DATE I ISSUED FOR
REV
Gbr t G'2 016
I meal Sut}m pJ to Town of T+oulrnarA IrWel County 0
08110'2018
Second Submittal to TrauWun & Iredel County I
OSWIOF2018
TWO SuUmrttai la Troutman, 2
I V=018
I
11119''2018
Filth Suhmttal to Ttouthun (WatarGewwrP orm) 4
121D6MI8
Reve,*n 10 Storm Labels 3
02104r1019
Reviwn to Fire Hydrant Layout r,
A6d9 Ba.r . Ge *9
Kwwwhmft
Wbobovillolillft
ENS:
pp -
RJ
R. Joe Harris & Associates, Inc,
Engineering • Land Surveying - Planning
Management
J. Gilkesson
www.rjoeharris.com
This drawing shall not be used for oonsirucbon pun m"s unlit the
seal and signature of Me respons,bie registrant appears on the
drawing. and proper pemrt forms an4 related fees are transmiaed
by the Owner, Owner's Agent or Contraclor to the Authonty
having jurisdiction.
Corporela Seal
Engineer's Seal
�i`���►tttrruprr`.,
s r
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�.- �.•'� FLSS;p • :�flf
ESS
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N
�rlr�rNlltttt���
t,
j'r'1 �rrrlrlltlttt�t
Project Manager
prawn
J_ Ke emann
J. Gilkesson
Department IYtanager
Ctwdwd
P. MUrph
T. Kelle
Print -Plot Date
February 4, 2019
chert
TRUE HOMES,
LLC
2656 BREKONRIDGE CENTRE DRIVE.
SUITE 144, MONROE. NC 28110
P: [phone]
Project:
Sutter's Mill
II
Draiving Title,
Sewer Plan
& Profile
SSWR-301,
302, 303
project rto.
Drawing No.
2605
DWG Fi:R tv,amp.
2rYD5�Water & Sewer
I J O
U
Plan
r

Water Lines - General Nates (UD0 -Appendix B.4.4a :
1) Con cele bkaog tai= psi)10 be placed at ail bends or as required.
�y
2) Standard depth of cover to be 42 inchss except at vave or hydrant locations ov
T 7T I I other spKml situations. Cover is based on elevation below "a or pavement or as
,ndcaled on 1he plans.
3) Provide poured in i I i 4) Extensions for valve boeboxes.
boxes, reqs red. are to be valveboxes,
51 An pauerra'ent cuts. Concrete or asphaR. aro to be replaced according 1D the
standard details or as required by the North Carolina Department of Transportation
3 4 S 6 6) Pavement cuts are to be reptaml immedialely after backfilling of in4i8l Cut either
JG.V.
$PVC WA AIN +.vfh pem%anent reptac:'mcnt pr a temporary replacement of 10' of taase.
7l Repairs to main breaks.
0 TEE} PROP. 8" TEEa. Solid sleovea to be used For connectng spigot ends snail be of the long body
C WATE f IN 392 LF - 8" PVC WATERMAIN t r>ina� b All repairs shall to inspoclmd by !tile Tp.►tt before b. fling
8) In any instance where it will be necessary to have the wafer shut off on exiscen
H.j AevwiffM46I (G.V, TO F.H. ASSEMBLY) P9. �...� mains in order to make a lie -in, the shut off must be done by Town farces. and
(TEE TO G.V.) ` "/ 189 / scheduled 48 hours in advance
f
9) When a water main crosses an exits" sewer main, the contractor is to rep(aae the
sewspanning sewer pipe the ditch wth ductile pipe when the following rvndrbons occur
10' Gv E ma
— -' `4 a- Anytime a water in 6 installed under a sewer man.
� � _ _a+., 1$$ \ b. When a water masa is over a sewer main and the vertical dstan7e between the
I \ two mains e1 16* or less.
10) W'aler mains shall be installed with a minimum of 1 Or horizontal separabon from
r $ V SS S 491 sewer lines, unless otherwise allowed by the State. Where this is not possible. as
SS 187 \ determined try the State, Dorn the walor iine and sewer line shall be ductile iron
_ % p". VICINITY MAP -N.T.S.
— _ .� _ _ _ A---- \ ! 11) Water ane$ shall tie dissifecled and hydroVA6t cry tested in aozr0rdance with all
— — _ M '� MiM r . J j Sets and Town requirements.
186
0 SIT
S FIRE HYI3RANT jj PVC WA N
SEMS Y 7 i 7S $,. G.V. f - { TO TEE} 185 \
,x 1,. I ��
PRO 7(8 TEE
2$5 LF - S" PVC
(EX B.O. TO F. SSE B ] I I �' \ 5 LF PVC WATE 184 \
5 LF 8"PVMATERKIA11� I 1 I� t
N i ` PROPSE Fart HYDRANT TO
(TEE T G.V.)I 1 I 74 EAIIBLY $ ~~� ` % 183 , \
8 I '�j ] frVC WATE �,ra - N-11
f �
C%`! Q/ 182
4f
�! 77.`4y
73 ,' i S J� 315 LF - 8" WAT9$t ilAI
TO
PVCP�1 EE 1/j[
(TEE TO`l. V,) - ti 184
175 . L s
37$ 17'9 ,l
10 72738 LF - 8" PVC WATERMAIN j , 5 LF - 8" PV TERMAIN I
I f Y 1 335 LF - 6 ATERi AIN �� r
TO G. — �. 1 �� f pv_ TO T 178 f �!
r _ r .•
I ren I �, ,'' `• R 8.. Y.6` T
I
1 i I 71 78 I �r � 17a � � � � .� � e '\ 177 �� \
�: + • r, 5 Lam$ ATERMAIN
E E T'
i � C 171 � G.V. _ •)
r - - - — iF - 6" PVC r r � 176
ui I E rimmiV PVC WATERMA
I I uJ �
12170 �* ( O F HAi
8r:� _ __ SSE ,�' •,
—
--
f I •
f39 81 a �= 172
1 I E . , 164 . 1
-- - --� `' t FOSE F E NY1�RAh1 ~� ��
Vli6 ER IN is Sir1gL1 '
(TEE TO G,V.) r. _- ,!
14 S2 1,;X 163
b I [ ) 5 LF - 6" PVC WAT I 6 r RNV r
CO) T E 368 LF - TER � \ `
IN 4
(G. V. TO G.
162 165 _ --~'
15 1 I 83 S,. V I 5L - 1R- / ; Q SS
- - I J_ _ ) 1 ' 161 \ 1 +a
1!1 fA
� { PROP. 6 x Ir TE
160 \ � � � � 1 1
+ I r 158 1 145
is a6 84 I 1 ` 186
157Ile
I —. — —
1 ! I
(G -V. TO F H.) _ b
65
17 '
85 � � ' w� 1 144
156 � 167 � �
M
' — 1
1--
J (TYP) 20 - �-
J f M I 7-7 13
j f
++ # 155 ZSEM
OP4 E FI HYDRANTt + + LY
''PVC ATEiRMAIN Z +�
i CD ` j + _ #E BLYj � � ! � � � � � � � 7 LF - B" MkT63 M 1 I ,�, 153 j /� f ilc J(F.H. ASSEMBLF.H.)
LF - S PVC WATERMAIN + 67 I 1
142
IBLYj I i 154 l I iS2 1
(G.V1 TO TEE) -�.. _-'-` '—.. ` ._ �. ,e"" P IM1IA MAI 151 - !
20 ! FO R B 0225 f B' G.V. V. To Tea _- 1
ES LANE
5 f 'gat ~'
8"G.V. c __ 25 LF -�fi' C WATER 149 \
L --8±' � r � j
148 !
TOP. 8" X 6' TEE 6., V-, � �-_� � --►K---.NA.--� - �5 � � � � � � � �
" 21 + 8 G- � ' ,M �, 1 147
5 LF - PVC WATERMAI 1 lii4 r` 4t ~ c �t. 4 - I j f 140
{TEE TO G.V. I 62 �I}"�� M PRO FIRE HYD�t 146 / f
-- PROPOSE FIRE H DRANT I IM A LY j 1 ! 1
+ ASSEMBLY 1 �� - S9 ` _I
l►
ATERM"11w,G.V. � � ] 7 '[1 � -%. .� � 1 / � '�
271 LF - S" � WATERMAIN j w I $B 1 ��l ' 790 21 92 � B"PV E AIN j � 139
OVA (T
b� 93 ! kT411 -• �
-J TE 4 G.v. _ 94 1
[ } 5 6"4 TER 1� 1' 8" GRAPHIC SCALE
r
23 1 -- J(G.V. TOT �� ��� L ATERMAIN
I I — J L ..- LPROTEE r1 95
I i M P. Lfr-�o 0 :5 IN r
(T T4 )
---- �, I 0312 �lE T r11 f — f
MINE��m eliirr air # w� �� twfa i—a e■r* ctrl• �r5ri eea� �1' ,r� ��
I + + T;rv. x fi" TEE IN FEET
97 - s"
PVC WA eRMAIN
=24 t� 1 13 1 inch = 50 ft.
I r _ — — -- — .V. TQ TEy r ;' 8
SUMMARY OF WATER MAINS & FIRE IAYDRANTS
SIZE LENGTH SIZE
LENGTH
8" (PUC) ±4,660 LF 6" (PVC)
*2,072 LF
8` (Dip) *480 LF 6' (DIP)
135 LF
2" (PVC)
±963 LF
TOTAL. NO, FIRE HYDRANTS:5
Third Submlltel to Troutman
TOTAL NO. OF SERVICE. 189
11V712018
DATE
ISSUED FOR
REV
051tIMMI$
initial Sudminal to Town of Tmuln+rn& Iredrl County
0
Mloome
Second Suprniltal to Trouvinan a Iredel County
1
OW10018
Third Submlltel to Troutman
2
11V712018
Fourth Submittal t0 Troutman tWo0r1ov" ►SWm)
3
1112018
Filth Submittal to Troubrneri tWWdSewerlStorm)
4
121050018
Revision to Saom'i !.abets
5
0e20412019
Revision to Fire "ydranl Layout
8
IL xaVN 8 A
�1
IirrsiQN.11r.RS1�It�A' 11Cslllbr
Is ,
Icnory tftl6.dlr� balarlL
cagai"V=dig.
Engineer
Drawn
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
11' K- c 4.4 , r'e n r. (11. F Y, %r, 11.10 . N'Lt P , V) $ I IV—'- i .V 1
www.rjoeharris.com
This drawing snarl not be used ror vonstruction purposes until the
seal and signature of the responsr'bte registrant appears on Itra
Browing, and proper perm 5omis and retaled fres are trane�nittad
by the Quince. Owners Agent or Contractor to the Authority
having jurisdiction.
corporate scot
E"ginew's Saari
%,,ostillllrarr i
�a.
,.
�►, o
,4�,Yo. .,
�■ fid. a% E 5S/o •.; Y'�.:
`►owlluine$,
?�'�a���f ESsj�.;�
Water Plan
Protect No
• SFA!_ C&
03B83fi g
DWG File Mame:
�'►etutll►l+►'
r>f �r��aiaaaat+►+►
Pro,Fct hlanaq&r
Drawn
J_ He emann
J. Gii'kesson
Ccpar mon! rdanagee
Chcckcd
P. Murphy
T. Kelley
Print Rtot Data
Februay 4, 2019
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project:
Sutter's Mill II
Drawing Title:
Water Plan
Protect No
Drawing No.
2605
DWG File Mame:
2845_Water & Sewer
UP
Plan
-1 V

1T•
21 _M�r
�L7--71
- .� � ti ti ti _ � " �' .... � ti 147� t#
62 P-4
Mill
1 A �PROP S1= F E H 19T
f --� �M � AS SLY
22 waft
+ I 90 91r 1$s 1
1 lJt ~
04 41
23 NATER SEIj"V
I 2fTLF- a' VVCCVVATIECRMAI J J i f r 95 Pl w k
V. TOG. V.}
ff _
I l I r �
I
24 I I 97 5 LF - y�� C WA ERI �--
{G -V TO
3
r — f P ~ 8"G. 1
j r 3 LF - 8" PVG WAT MAIN I = I 7f 6" TEE
I I --(e. rax-) 100
M 112 !
25 � �� 111 � + 110 �
- 0) f IPI 109 f + 108
5 LIF- " G WATERMAIAI r �M 4 I'
I' S LF C WAT _ 107
I;R P� 5 LF $' WATERMA} /
■ alar ,»14&= t=
139
138
N
TE '
137
5LF-8" R IIIAIN
1 (TEE TO G. V)
- G gg [TEE TO j (G.V. T} J J /�.� ■ rC�� '' _�_ �� 1
108
PROP. 8" X TEE
26 r G � . � 105
5ll<F a1`'�r�ATI^RMAIN� .�r>��t— ��M;—� ����,*� ; � `~ - 1014 1
_^My~ � 1 1
BENFORD DRIVE 314 ER SERVIC 103
27 8„ G.V. '
102
_ 6LF--4"PVCYIIAI`I:RMAIN S� �� �
_- - O SE FIRE - M 101 !
2$ ! 57 113 PR P, $ {G.V xV? TEyWATERMAIiV
6- x 2" REDUCL)R I f F _ .� T
+ ' 60 L 6 IV3_MAIN ` 5g.
_ I N - (G V TO FISH,) 489 L NC WATE
Ss PVC WATERMAiN t
I f 56 J 1Z3 1 _
I ! , 114 � ' 1 ` 51F V R
I �I 314" WRTE:R SERVIG I rn J 12'd
-- — I in 11
l
(I---�T�- — WATE
_ �� 125 � f � ( O.G. ) 1 -V•
3 LF WATE I 1 1 f� r`
{G V TQ H ASSEMBLY) I I j f •
• P►`a
•0••00.00•
• a • a f •
VICINITY MAP - N.T.S.
SUMMARY OF WATER MAINS & FIRE HYDRANTS
SIZE LENGTH SIZE
LENGTH
8" (11 *4.660 LF fi" (PVC)
±2.072 LF
8" (DIP) :x480 LF 6" (DIP)
*35 LF
2" (PVC)
±963 LF
TOTAL NO. FIRE HYDRANTS:9
Third Submittal to Troumars
TOTAL NO. OF SERVICE: 189
1110712018
j 30 c 55 115 I . �', � � J 1 126 f 60 LF 8" W.0 F.H. AIN y ��dl 7 r+r f'tin �°}ln
II r `► '
L I - L— 1 127 POSE FIR RANT
SEMBLY . ! 406 LF . II•' PVC WATER MAIN
~ I (G.V. TO G.V.}
-1i v RMAIN ' 128 r 1 Gs � �_ t AT t 1
31 I l I I ,' /! 1
/ 129 .� �� %%-
� 122 � � j �, � � ����L , •' ' ,��
I I 1 1 ! 135
32 53 I + 1 ! 1 _ - - 1 (0 J l a r � 8"G ,
"G. V.
I I I I ' , LF 8" W► PVC 1 I 11 PVC I �� W1 V'XZ' REDUCER
L .�_ � � � } 121 r :' ! {F.��
I 1 j 134 r
3
POP[3SE+-iRE"HYDRA
AISEMBLY
{ 33
i I� It
iLL&-1RVC WA•TERniIAI N �.
130 T •'
' /
r 5 LF • 8" PVC WA�E M
120
rJ
f ' \ �, I
f 133 � •' (G -V. To B.o. Ass BL
F.H.111 ]0111 I 'Mill_ R r — f //. / 1, ` r'
f
34 1 51 r 1 1 e J ' 2'1SL WRFF
1
132 �I I
�.. ,n _ - _., ■' �. ' &' fes. V \ ' --� it ♦ ~ ._--.
VYI
REDUCER 0 _ 2••
I
35 l ; l g0 r TAP BLflW�O 5 LF - S" P 131
VC WATERMAIN I •
l r 1
l (G -V. TO B.O- ASSEMBLY)
_,
118 a' B4O- - r;
5 LF- 2" VC WATERMAI ASSEMBLY' 1 1
_ -
M.B.Q. ASSFll
1 36 ` ?� 49' 2 -V.
{ r�
% 117 r
I
r 37 48
489 L 2" Pit WATERMAIN_� f j
(G.V. 1 REOLICER.X0it
38 47 4 JJ
} s
Water Lines - General Notes (UDO Appendix B.4.4a):
39 ` 1 46 / 1) Concrete blocking (3000 psi) to be placed at an bends or as required.
1 21 Standard depth of Cover to be 42 inches except at valve or horsed locations cc
1 N ` other special situations. Corer is based on elevalion below edge or pavement or as
indicated on tate plans.
3) Provide poured ,n place concrete pads (24' x 24" x 6') at ad vifre boxes
` I / 4) Extensions for valve boxes. wW regkwed, are to be valve floxea.
f 5) All paverni nt cuts. concrete or asphat. are Io be replaced a000ril to tine
d0 standard details or as required by the Norah Coma" Department of Transportation
45 6) Paven+aat culls. are lobe replaced irrlrnedaala ly atter backMing of 1ndial cart eater
_ with permanent replacement or a temporary replacement of 10' of baso
7) Rapson to even breaks'
a. Solid atg spoor Ards snarl be of trio long body
type
ieaves to be used for oonneCtin
- bA
, A repairs shah be inspedAd by the Town before baciffiling.
1 41 S I <1
j
am..,-.. 1-4i....-.14, 1
.*. TO B.O ASSEMBLY)
` 42 I 2" MJ 1W12"
TAP 8 2"
BLOWOFF
1 �
f �
43 2" G -V. - �I
1
S] In any instance where R will be necessary to have the water shut on on existing
mains an order lo melee a Won, the shut off must be done by Town forces, and
scheduled AS hours in advance,
9) When a ester main cxoW$ an existing sewer main, the oon4ral is to replace the
sewer pipe spanning the deck with ductile pipe when the fakwng conditions oocur
a. Anywo a wales main a ,nstarled under a sewer main,
III When a waiter main re over a sewer main and the verlkxl distance between the
two mains as IT or less,
10) Water mains shall be inslailed 11nt1 a minwnum Of 1IY horizontal separation from
sower Ines, until otneruwse allowed by 1t+a State. Where this ,s not possible as
deterrNnO by On State. both the water line and sewer line shall be ductile won
pipe.
11) ware+ lines Mall be disinfected and hydrostalicaly tested in accordance with W
State and To1Mn requirements.
GRAPHIC SCALE
( IN FEET )
I inch = 50 1t_
xo
DATE
ISSUED FOR
REV
05/1012018
Initial Submttal to Town of Trouomal Ired44 County
0
0811012018
Second Submittal to Trocllml $ Iredei County
1
09/1012018
Third Submittal to Troumars
2
1110712018
Fourth SubmMal to Troutman LVtmoSe"ttStorml
3
11119120`18
FiRtt Selbrttittal to Trautman (Waliv Sewefistorm)
4
12105x•1018
Re+nsion to Storm labels
5
OZ11040l
Revision to Fre Hydrant Layout
$
s
Know wtlaPs below.
I:all before you Ii
Fnginner�
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying • Planning
Management
I :' el onw. iulc IG 1. K+rt till SC. P. fate) Sit I'➢9
www.rjoeharris.com
The drawing shall not be used for Construction purposes unel the
seal and signature of the r+esponsble registrant appears on Ute
drill and proper permit forms and related fees are transmitted
by the Owner. Owners Agent or Conlraator to the AulhoM
having juriaftfion.
Corporate Seat
Enginoor's Soot
CARO��s�tirluulrrrr+r,
tit rr
-iF
FES
TRUE HOMES,
LLC
- s SEAL E
C-4168 :
_ SEAL
E 036836 ": 4
%, Nl
•,,``77,x,,,' ....... ' �.,�. .•
r�lrftrnittt ►�
•� �If •'�•.....+'•,4i`C,'•.
SSI' K
Sutter's Mill
1 r 1•Pt1ytu�C,a'+++
Proleel Managr+
Druwn
J. He emann
J. Gilkil
- �4psrtmenI Manager
Checker!
P Murphy
T. Kelley
Pirn1i Date
February 4, 2019
': IRr11
TRUE HOMES,
LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: [phone]
Project;
Sutter's Mill
Il
Water Plan
Cont.
U..,u, No.
Drawing No.
2605
DVIC File tame
2605_Water 8 Sewer
UP 1
Plan
-1

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• STAhiNII1'! YALYC
01 11171,704
itE?117r NM
114TALLATZEN 115 Ji,RA Et OWA 947A
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t K .► - 171K7LriP AIME T419XhT M 114
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} "fie" 4 �
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4 On pipet lir=e: thus l.•'_2,
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oQ13im rraitaFBc fist lawsoing arc svailatdc.
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rrms tmrepY nreltT by ehe [btllrxuY Te.un -ill imsall mcxr altar Knwr wfwcum kc is pall.
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3
l lfl 2018
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s E �
121 MMIS
Ravemn to Storm Labels
5
02104IN19
Revision to Fee HydEant Lay+o(A
6
0 00
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-11
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at 1Im I11Ess Orr# tett 9fsEtf CVmss11111.011116
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SS AWA.E VALL VIE EIV ri V 1u116 is N w7siot ri,• WWR WAA 0101E o1 BTWIFT (M i LN T1Na !• Fi�M NN or i11117r111 y0 R Kllpl! 11061
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am ■3 aAflpvly le' rift 101101111 ?�'' ' �h' LEF`T ROMP SHOULDER S3.'C'rK)N RIGHT ROAD SHCXILDER SECTION
mom 14 Ux SHOIIVING L"' mRtwovNDLTril.mEs
5HE1Ki.'v[i I.�IDkRrrltiiLJT�iOIlrTLJjTICS
PLAa Dy MEAL B' sa +EOTt i"
116' I+ASKE! S I. the bull lergeeb 0(*4 seMcc dech OWI be convocled in 4" kale Ifaym with asmhansral tamps, r... rLli[E R �� � \BMs
')'E7:,flmkl 1pauclpe ff' C1rPriCTEr � irleneiall tei11ocsoe ><rccn aril all c.+u,rtxrrs�! +tmees rn bane sidewalks YI betel :irks c.T .eroci I. 1Ccsidensiai ",ftsor simt9 and all couawrciar seiner: w hh%c sidtxsiks co t%mN sr+l:s uS cucrt
2 Lsxal residential sr-rm u w hnc sirl¢w•sik ort oix (iSV nit( frena ,rateetine side) side of stroct. 1_oeaE fal birneft :metes a ilnr y wlail uli: rs1+(xxirr f:.xti nalrrltne sick} side at sinxi_
Tlic TwAs fall make taps res lnrutrtg tifses lriGLs ,xMrwlsr ap-+, nr+iod ka3saerrd urea, to t+e dcrrrmsrwsd t�3, Trx+vn Iriduarrial Nreees su 611 dasctsric�d i!y iwln
M.H. SECTION t:a[aa.
1. herds 10M IN. yi A m4uirrd I . Ma■dlole laconlorni *stir AS -Ml C171, 2. Far drx+wghrsys ani coeamrsr-reisLiwits tial sarcets, sutwa pwp sw rep" ietx-m ro Ttwv acid
2. Fa 1Lrarwghlsrc-s :et.1 t.xssrrsctreaL'rudurnal arrrtfs, :titbit prapnscd typxal seetsols en Tour, text tVCQCJT 111.11 sss:assdual rc++ew� no a;ix.+sal
LtisliC. s. First bend shall oom bC ind brr:k c f curb Hirst gxiafkall? mprowd hthe i:uhuos Uirixkw. '- 5*M so be places; ct+alad rehar SiCE)CIT rpt six%%1 LW fr%It% '10J ANNOV at -
56ml pw ea Ism a ter inside wal-W limog, 332' minerwin thickness. T he uu[srle Ahall he ►us<l cr f' ii 3. Unku c&awrx stsiod in Ilia Ord.1'aace, it" trues chill iv pLuvied ■I a rale a 5 3, Unless W -haw-= a stsW in Aho 006th saiMt. aroet trres mall be plinsed al ■ rte of S pn 200 fret• per
t pa 2Cm Ertl, IKT
blAslnl end sYYlesl with Inn ritau of ursshaesc lairs ar+3, as TTdE1Nrc 71 •frdurtt Shield int a 1uiAl ,ir r 5. Cf�rermicr line b Weis at CO u deep. fulurc cerraectioa enay Ise tint ui LCr!>rat C[) slack wJTIr'IfE $ Buly1 r„btxr smbl+al ru rsseel ['c�deral apacifuar+rl f[iSA�I 35»5.04210. � skit
fir Ihickwss 913 mils, L'Qlix to be -0tyl; Ortircri' head 1114 "mik to wnimx lint axh long swrep 90' I1 -L to het ssr WYk A land
s L -,u& VIA, ui tegw ed by vahc o:t lir gym.
Trautman• NVSunsswd flueasl Vale Arril 2045
tiewaY ""a Sole: -*W
TAP ac 571 BA) Tr 1NWn&wd 5S-3
Ircutnuo. IN' V Sur ---,i the.id
1 MIC April 20(;6
Stmt Sill ems
.flit ts'AINF. %IA171E11.F
I Scale: Hoo¢
I SLal end
'I rout. tie' Suoud Mui) DOW: N11% Rstf
14.wls I Sant. Kim:
l.- 14 SIM1.11-Mit SLi~-i ON I sta I&M R -h
Tr-nr-wr:. HC Staralard Mail _ l arc: Nuwtulref 20M
Roads Sci!c. Nmw
L--RIGIIT SHOULDER SEICTION Stand -ofd R•S
DATE
ISSUED FOR
REV
054tOM18
Inllial Swmirlal to Town of TfoLvidna Ireael County
4
OS11012018
Second Submittal to Trorltman & lrelde4 County
7
OW1012018
Third Subrmdai to Troutman
2
11/072018
Fourth Submilial to Troutman (WaledSe,VerlSnor7m)
3
l lfl 2018
Fitl11 Subrirital to Trouttstan (W1sler?-%rwersslorrri)
4
121 MMIS
Ravemn to Storm Labels
5
02104IN19
Revision to Fee HydEant Lay+o(A
6
NAs;C ('.A.E:..OerL•Galt r. r • � r r
Ca.
iGldYr tAfiRBirS �iViA.
Cag be#m you dig
Engineer:
(91 ID
R. Joe Harris & Associates, Inc.
Engineering a Land Surveying a Planning
Management
1.' Bra Gt.ey pri+r. tilik tut. 1'�i MA. LC„ren N.1 FW } r]. • s TYi
www.rjoeharris.com
This drarvng shat not be used fcv eonstructsen purposes onU the
seat and signalufe of the responsible rogistrant appears on ft
drawing. and proper permit forms and related fees are transmilts}d
by the Owner, Ownees Agent or Contractor to the Authority
having jurrcda)on
Corporate Sea;
Engineer's Seal
.% �A�p/'�.
1181800,
.i �H CA '.,
■` $ ` F CSS ''is �'.
.�` .•'• FES •• ''.
Water & Sewer Details
isr
SEAL
. C -416$.:B
w SEAL
f, 036836
:�'''iI•
........
......Mi]
0 00
,,p�• ♦♦.
Plan
!1� !► lrAAl111//1
Project lAzinagar
Drawn
J. He emann
J, Gilkesson
D epanmant Managor
Chocked
P. Murphy
T. Kelley
Print'I11o1 Mala
February 4, 2019
CI lnrit
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 904, MONROE, NC 28194
P: (704} 23&1229
Project:
Sutter's Mill II
Drawing T-rtle:
Water & Sewer Details
Project No.
Drawing No.
2606
DWG Filo blame:
2605 -Water 9 Sewer
I n
UP
U
Plan
"'
j' -191

-0" 2'-0-
M14
DIP CARRIER PIPE WITH
RESTRAINED JOINT FITTINGS
BETWEEN MANHOLES
(SEE NOTE 4)
EXISTIN^ GRADE
STEEL CASING PIPE
PIPE ALIMENT {;VIDE
LOCATED AT EACH JOINT,
SEE 0% S-39
WI
RJ DP CARKR PIPE
- STANDARD
UAhHOLE
3/4- STAINLESS STEEL
ANCHOR BOLTS STRAPS
EXISTING GRADE
STEEL CASING PIPE
PIPE SUPPORT.
SEE OWG S-14
ELEVATION
STANDARD
WASTEWATER SPECIFICATIONS
AERIAL PIPE CROSSING
TYPICAL PIPE SECTION & ELEVATION
CLASS I
RIP -RAP SLOPE
PROTECTION, TYP
EXTEND RIP -RAP 2'-0"
PAST WATER UNE. TYP
STEEL CASING PIPE,
SEE DWG SS -12
;qty
rr s
V VS!
i
EDGE OF WATER
MANHOLE, TYP -
CONCRETE PIER
SEE DWG SS -12
AND NOTE 3
T}'P
NOTES:
RIP RAP FOR SLOPE PROTECTION SHALL BE
CLASS I RIP RAP IN ACCORDANCE WITH SECTION 1. a_ WHERE DUCTILE IRON PIPE IS USED FOR
868 OF THE NORTH CAROLINA DEPARTMENT OF CARRIER PIPE, DUCTILE IRON CARRIER PIPE
TRANSPORTA-nON'S "STANDARD SPECIFICATIONS SHALL BE INSTALLED UTILIZING 2 PIPE
FOR ROADS AND BRIDGES". ALIGNMENT GUIDES PER JOINT ONE FOURTH OF
THE PIPE JOINT LENGTH IN FROM BOTH THE
RIP RAP SHALL BE PLACED IN ACCORDANCE BELL AND SPIGOT ENDS,
WITH DRAWING 868.01 OF THE NORTH CAROLINA
{DEPARTMENT OF TRANSPORTATION'S "ROADWAY 2'
STANDARD DRAWINGS".
SUPPORT TYPE FOR PIERS SHALL BE
DETERMINED BY ENGINEER BASED ON SUBGRADE
CONDITIONS AT SITE. SEE DRAWING SS -12 FOR 3STANDARD halo May 1;
SUBGRAOE PARAMETERS FOR EACH TYPE OF WASTEWATER SPECIFICATIONS Revised: _
FOUNDATION. - Y
DaW May t?. 201T
R►wfacd. -
NO SS -11
-1/4'x3- STAINLESS STEEL STRAP MATH
1/4"x2 1/2' NEOPRENE PAD
ADHERED TO SNAP
(SEE NOTE 5) -
1/4'x6` NEOPRENE P -AD_
ADHERED TO SADDLE i
OTE 4
IAR 92E
FAONG
CASNG
PIPE DIA.
"0" (N)
-1t'
[FT.}
� PIPE JOINT, T'r1'
MOTH
MOTH (FT)
Nott-SHFx4K
DIP GARRtER PIPE
6-12
GROUT PLUG
12
-- SrArcUARO
uaxI+DLE
5'-6'
3/4' STAII�R.E'S5 STEEL
E STRa
8 12 2'-4' 6'-3'
3-0"
SECTION
RJ DP CARKR PIPE
- STANDARD
UAhHOLE
3/4- STAINLESS STEEL
ANCHOR BOLTS STRAPS
EXISTING GRADE
STEEL CASING PIPE
PIPE SUPPORT.
SEE OWG S-14
ELEVATION
STANDARD
WASTEWATER SPECIFICATIONS
AERIAL PIPE CROSSING
TYPICAL PIPE SECTION & ELEVATION
CLASS I
RIP -RAP SLOPE
PROTECTION, TYP
EXTEND RIP -RAP 2'-0"
PAST WATER UNE. TYP
STEEL CASING PIPE,
SEE DWG SS -12
;qty
rr s
V VS!
i
EDGE OF WATER
MANHOLE, TYP -
CONCRETE PIER
SEE DWG SS -12
AND NOTE 3
T}'P
NOTES:
RIP RAP FOR SLOPE PROTECTION SHALL BE
CLASS I RIP RAP IN ACCORDANCE WITH SECTION 1. a_ WHERE DUCTILE IRON PIPE IS USED FOR
868 OF THE NORTH CAROLINA DEPARTMENT OF CARRIER PIPE, DUCTILE IRON CARRIER PIPE
TRANSPORTA-nON'S "STANDARD SPECIFICATIONS SHALL BE INSTALLED UTILIZING 2 PIPE
FOR ROADS AND BRIDGES". ALIGNMENT GUIDES PER JOINT ONE FOURTH OF
THE PIPE JOINT LENGTH IN FROM BOTH THE
RIP RAP SHALL BE PLACED IN ACCORDANCE BELL AND SPIGOT ENDS,
WITH DRAWING 868.01 OF THE NORTH CAROLINA
{DEPARTMENT OF TRANSPORTATION'S "ROADWAY 2'
STANDARD DRAWINGS".
SUPPORT TYPE FOR PIERS SHALL BE
DETERMINED BY ENGINEER BASED ON SUBGRADE
CONDITIONS AT SITE. SEE DRAWING SS -12 FOR 3STANDARD halo May 1;
SUBGRAOE PARAMETERS FOR EACH TYPE OF WASTEWATER SPECIFICATIONS Revised: _
FOUNDATION. - Y
DaW May t?. 201T
R►wfacd. -
NO SS -11
-1/4'x3- STAINLESS STEEL STRAP MATH
1/4"x2 1/2' NEOPRENE PAD
ADHERED TO SNAP
(SEE NOTE 5) -
1/4'x6` NEOPRENE P -AD_
ADHERED TO SADDLE i
OTE 4
IAR 92E
FAONG
CASNG
PIPE DIA.
"0" (N)
-1t'
[FT.}
THICKNESS
'A" (K)
MOTH
MOTH (FT)
FOOTAI;
LENGTH
-C- (FT_)
FOOTLING
N NTH
.0- (FT,)
6-12
5 6
12
2'-4'
5'-6'
T-0"
8 12 2'-4' 6'-3'
3-0"
10 12 2'-4• V-8'
X-0"
12 12 2',4' 7'-2'
S -C
14-20
S 6
12
3'-0'
8'-0'
T-0'
8 12 T-0' 9'-0'
Y-0'
10 12 S -O' 9'-10'
Y -O'
55
18
22-28
S 6
14
S-8'
8'-9'
4'-0'
8 14 S -B` 10'-0'
4'-0'
10 14 S-8- 11'-0"
V-0-
12 14 S-8' 11'-10'
V-0-
-36
9 5
18
4'-4'
9'-0'
4'-0-
a fa -4- 10'4-
0'
10 18 4'-4' 11'-6"
4'-0'
12 18 4'-4'12'-4-
4'-0'
38-48
S 6
18
5-4'
9'-6"
5'-0'
B 18 5'-4- '1'-0'
5'-0-
10 18 6-4" 12'-0'
51-01
1218 5'-4' W-10•
5'-0'
51-56
� .6
8
18
is
V-4'
b'-4-
V-10-
11'-4'
5-07
S'-0
10 18 6'-4' 12'-4'
5'-0"
12 18 ti' -4' 13'-?'
I 5--0-
SNUG fIT
-3/4" 0 STAINLESS
STMANDi0R
1 DOLT% ASTM A307
L OR AM
SEE NOTE 4
FOR B.AR SIZE
AND SPONG
NOTES. I �1
HATES;
1_ SHALLOW FOUIIOATION DESIGN SHUNN OR THIS DETAIL IS BASED ON
TWE FOLLOM+KG PWAMETERS'
kLOA'ABLE SOIL BEARING CAPACITY - 2000 PSF
CONCRETE COUPRE%VE Si'RENOTH - 4000 PSI
GRWE 60 REINT'ORONG STEEL
1A01MUM STREAM VELOCITY - TD FT/SEC
IAA)0111JU 9JPPORT HEIGHT (H) - 12 --0'
IF FIELD CONNTIMS PEOIJIK ANY O"ATION FR+ M THESE
PARAMETERS. THE FOUNDATION DESIGN SHAM BE REVIEWED BY THE
EI�IdNEEA
2. 1F S1BIALE AT LOCATION OF SUPPORTS iS OEDAED UNAM TO
HITHSTAW 200[1 PSF BEARING PKSSTJRE, A PILE SUPPORTED
FOUNDATION SHALL BE UT1.12M.
3. IF BEDROCK IS EtAMUNTERED WHICH MEL PREVENT 3-rcET INNPALAA
COAR OWR FOOTING. DOOELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACMG FOUNDATION. SEE DRAMING SS -13.
4. TWEIVG'-INCH AND FOURTEEN-14CH THICK PIERS AND FOOTINGS SHALL
BE RONFORCED VATH IS SWS AT 12 NWES OC Al EACH DIRECTPCN
ON EACH FACE. EIGHTW4-114DN ODE PIERS AND FOOTINGS SHALL BE
RE)NPORCED VATH 17 BARS AT 12 INCHES OC IN EACH D RECTM ON
EACH FACE.
5, DGKTEEN-1lo" THICK PIERS SHALL WOU,IRE TWO STRAPS OVER TIE
PIPE INSTEAD OF CITE (AS SHOWN).
STANDARD D&W. May 12.2017
WASTEWATER SPECIFICATIONS
AERIAL PIPE CROSSING
CONCRETE PIER DETAIL LlaflNcl. SS -1 2
VARIES
2'-0" 61-D" MAXIMUM PIPE SPAN
TYP MIN SEE ATTACHED TABLE
41-0'
CLASS t
Trp#+$ RIP --RAP SLOPE
•�A��f - I
- STRAPS PROTECTION, TYP
.77 �- r /-STEEL CASING PIPE
PILE SUPPORTED PIER
SEF DWG S-16
AND NOTE 3
v O
CREEK CHANNEL
OR FLOOD PLAIN
ALLOWABLE SPANS FOR STEEL CASING PIPE
CARRIER
PIPE, DIP
DIAMETER
(IN-)
CASING
PIPE, STEEL
DIAMETER
(IN,)
MINIMUM
CASING PIPE
WALL THICKNESS
(IN.)
ALLOWABLE
SPAN
N
6
14
0.3750
40
8
16
0.3750
45
10
18
0.3750
50
12
20
0.3750
50
14
24
0.3750
55
16
26
0.3750
55
18
30
0.3750
60
20
32
0.3750
60
24
36
0.4375
65
34
42
4.4375
65
36
48
0.500
65
42
56
0.5000
65
NORMAL
114ICKNES
SEE NOTA
CONCR£T
;E1+ETlNO
9E PLAa
FOOTING
3'-0" MIN FROM
BOTTOM OF CREEK
OR FLOOD PLAIN
NOTES:
MANHOLE, TYP
3/4= STAMLE'S5 STEEL
"CHOP DOLTS a SMAPS
-DIP CARRIER PIPE 'AITH
RESTRAINED JOINT FITTINGS
BETWEEN MANHOLES
- CONCRETE PIER
SEE DWG S-14
1. STEEL PIPE SHALL BE EITHER SPIRAL WELDED OR SMOOTH WALL
SEAMLESS WITH A MINIMUM YIELD STRENGTH OF 35,440 PSI.
2. DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO SPIDERS AT EVERY
JOINT WITHIN THE CASING PIPE USING APPROVED PIPE ALIGNMENT GUIDE. SEE
DRAWING SS -14. ALL .JOINTS SHALL BE RE5TRAINED JOINT.,
3. SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY ENGINEER -BASED
ON SUBGRADE CONDITIONS AT SITE. SEE DRAWING S-12 FOR SUBGRADE
PARAMETERS FOR EACH TYPE OF FOUNDATION.
COUPETENT
6" 12- #7 BARS AROUND
MAX PERIMETER OF
FOOTING, TYP
d
z
• w
w
. . . . . . . . . .
SEE NOTE 1
NOTES:
1, GEOMETRY OF FOOTING SHALL MATCH
GEOMETRY OF CONCRETE PIERS VATH
HEIGHT OF 6 FEET OR -ESS AS PER
DRAWING SS -12.
2.
NON -SHRINK GROUT SHALL BE "FOOD -N -S"
BY THE EUCLID CHEMICAL COMPANY;
"MASTERFLOW 713" BY MASTER BULDERS,
OR EQUAL,
STANDARD -Ile
May 12.2017
WASTEWATER SPECIFICATIONS RQKsod
AERIAL PIPE CROSSING
CONCRETE PIER ON BEDROCK art�1 SS -13
3/8" STEEL
3/
5/8"0 A
CASIN
1" RAD ON ALL I
NOTE:
1) USE A MINIMUM OF TWO SPIDERS PER PIPE .JOINT
ONE FOURTH OF THE PIPE JOINT LENGTH IN FROM
BOTH THE BELL AND SPIGOT ENDS.
STANDARD Delo MAry 12, 2017_
WASTEWATER SPECIFICATIONS ievr1
AERIAL PIPE CROSSING
PIPE ALIGNMENT GUIDE Delon Iia; SS -14
DATE I ISSUED FOR
REV
0511W018
lt%wl Submttal to Town of Troulntan& iredel County 0
LB11o12Q18
Second Sr,brnRlal Io TrctAnnan & Ircdcl County I
0941012016
Third Sutx AU) to Troutman 2
1110712018
Fou(M Subantal W Troutman iVJ1AenSe*wiStorm) 3
1 11191.2018
Fifth SubnWal to Troutman (WaterlSe"4'Storm) 4
t 2M+2018
Revmgon to Storm L.OW$ 5
024412019
Rr v&on to Fire Hydrant Layout 6
K1II1;Iw wbeft bM0111R
CM bd=yoa
Engineer-
1111110
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying - Punning
Management
i" 6r o CAW.. Of. h r . %,64V V31 1-I M 4 i C- a lti P: t8Q31 PA) 2--
www.rjoeharris.com
The dr"ng Shell not be used lov constrtxmon purposes until tt>e
seal and signature of the rasponsaie reglsttant appears on the
drawing, and p►operpermc forms and related toes am monsrnined
try the CMmer, Owner's Agent or Conlraetor to the Authority
having junAcwr
Corporate Seat
Engineer's Seal
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Project Mana<1Y5
Dray.,
J. Hegemann
J. Gilkesson
Department Manager chu-mad
P. Murphy T. Kelley
Pant- Plot Date
February 4, 2019
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 144, MONROE, NC 28110
P. [phone]
Project:
Suffer's Mill II
Drawing Title,
Water & Sewer Details
Prolact No.
drawing No.
2fi45
DWS File K�me.
2805, -Water 8Sewer
I I � fl
Pin
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