HomeMy WebLinkAbout20190373 Ver 1_Drainage Maps_20190405DATE I 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
/
I
TRIANGULAR CHANNEL
FLOW 1498'
TRIANGULAR CHANNEL
FLOW 1006'
SHALLOW SHEET FLOW
CONCENTRATED 100'
FLOW 1367'
PRE DRAINAGE AREA-2-
DA:118.45 AC
CN:61.30
TC MIN. = 83.20 MINUTES
BEGIN ANALYSIS
TRIANGULAR CHANNEL
FLOW 869'
RECTANGULAR CHANNEL
FLOW 2236' V /� / ( \
/
J 1 l
TRIANGULAR CHANNEL —
FLOW 1146'
v I - r
• RECTANGULAR CHANNEL
FLOW 1483'
TRIANGULAR CHANNEL \ /
POINT OF ANALYSIS FLOW 1695'
PRE DRAINAGE AREA-1
DA:168.47 AC
CN:61.70 -
TC MIN. = 31.00 MINUTES
BEGIN ANALYSIS
SHEET FLOW
100,
SHALLOW
CONCENTRATED
FLOW 551'
SHALLOW
CONCENTRATED
FLOW 446'
GRAPHIC SCALE
( IN FEET )
1 inch = 200 ft.
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
02/04/2019
Revision to Fire Hydrant Layout 6
X(&td 0A _►- one -call Center
Know whatrs below.
Call betom 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: (803) 802-1799
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
Engineer's Seal
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To
Project Manager
Drawn
J. Hegemann
M. Ali
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
February 4, 2019
Client -
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: (704) 238-1229
Sutter's Mill II
Drawing Title:
Pre Development Area
Project No.
Drawing No.
2605
DWG File Name:
PRE----
2605-Pre & Post
POST AREA #400
DA:6.55 AC
CN:80.80
TC MIN. = 5.0 MINUTES
POST AREA #300
DA:11.55 AC
CN:74.60
TC MIN. = 5.0 MINUTES
RECTANGULAR CHANNEL
FLOW 2236'
POST AREA #200
DA:16.52 AC
CN:77.70
TC MIN. = 5.0 MINUTES
POINT OF ANALYSIS
POST BY-PASS AREA #2
DA:83.20 AC
CN:61.4
TC MIN. = 83.20 MINUTES
TRIANGULAR CHANNEL —
/ FLOW 1006'
SHEET FLOW
SHALLOW
CONCENTRATED
FLOW 1367'
BEGIN ANALYSIS
MA
IC
r-1r-11 kI AAIAI vnln
/ L)CVIIV M114ML i JIJ
/ ( TRIANGULAR CHANNEL \ \
FLOW 1498' \
/ \ PROPERTY LINE
SHEET FLOW
100,
I /
_
SHALLOW
CONCENTRATED
FLOW 551'
- ,"i /. / ( / f SHALLOW
/ / CONCENTRATED
I\ ♦ FLOW 446'
TRIANGULAR CHANNEL
/ \ FLOW 869'
1
O .J
0� x_ _
0 f
0 /
TRIANGULAR CHANNEL
/ FLOW 1146' / —
r o
PROPERTY LINE \ /
0 / /
'1
1 /
- I
I I �
RECTANGULAR CHANNEL
FLOW 1483'
TRIANGULAR CHANNEL
J
\
/
FLOW 1695'
/
POST AREA #100
DA:17.27 AC
CN:67.90
TC MIN. = 5.0 MINUTES
— —
POST BY-PASS AREA #1
DA:151.87 AC
/
CN:61.30
TC MIN. = 31.00 MINUTES
GRAPHIC SCALE
( IN FEET )
1 inch = 200 ft.
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
02/04/2019
Revision to Fire Hydrant Layout
6
N.d C'� -'— one -Call Center
is.
Know what's below
Call hefom you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Siite 101, Fort Mill, SC. 29708 P: (803) 802-1799
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
Engineer's Seal
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orrl
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SEAL '
o�, 44299 = a
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•
�,,��nntntt�`•
Project Manager
Drawn
J. Hegemann
M. Ali
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
February 4, 2019
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: (704) 238-1229
Sutter's Mill II
Drawing Title:
Post Development Area
Project No.
Drawing No.
2605
DWG File Name:
POST----
2605-Pre & Post
DATE I 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
02/04/2019
Revision to Fire Hydrant Layout 6
r ,
Y1�W
X(&td OA4 :._ . One -Call Center
4;1
Knom what hefew
Call hefow 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: (803) 802-1799
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
Engineer's Seal
`,���ruuu►iiiii
CAR�� �•,,��
�����ruuu►iiiii
CA ROB
ESS/pNFESSjO�
����• ��H .
by *:.
em SEAL �e =
C^ C-4168 zo Z=
eW� SEAL Ze =
= o s 44299 = o
Project Manager
J. Hegemann
M. Ali
Department Manager
P. Murphy
T. Kelley
Print/Plot Date
February 4, 2019
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: (704) 238-1229
Sutter's Mill II
Drawing Title:
Storm Drainage Area
Project No.
Drawing No.
2605
DWG File Name:
1
I DA- 1
2605-Pre & Post
1 _ / CB #418 '
u� _ \ _ DA: 0.14 Ac. �
\ \\' ' C:0.73
J\J
CB #417
_---- 1
la —
hi
01
60, \ / // �^ CB #401 \ \
/ DA: 0.21 CB #402
C. 0.7 DA: 0.23 Ac.
`
5 _ — \
CB #305
DA: 0.24 Ac. �� _ - - • .
o C: 0.64 CB #307
CB # �' o \ o DA: 0.11 Ac. CB #404
C 3 3 C: 0.81 o DA: 0.31 Ac.
CB C: 0.74
•1� � , o ��� CB #308 � _' �i i � \
DA: 0.22 Ac. CB #403 �B CB #421
C: 0.59
CB #313 DA 0.08 Ac. ^ - DA: -0-38 Ac. -1 -I_
■ Cai ;74UtiCB #314 � / C: 0.71 CpDA: 0.43 Ac.DA: 0.31 Ac. If/l i .. C: 0.69C: 0.69 . �' i
50 DA: 1.25 Ac.
CB 5
CB #420
DA: 0.63 Ac.
f C: 0.71 -
I 312 I �� ���� i CB #410
LV
� rQyr
0
GRAPHIC SCALE
50 0 30 60 120 24
( IN FEET )
1 inch = 60 ft.
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
02/04/2019
Revision to Fire Hydrant Layout
6
Engineer:
R. Joe Harris & Associates, Inc.
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Siite 101, Fort Mill, S.C. 29708 P: (803) 802-1799
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.
Project Manager
Drawn
J. Hegemann
M. Ali
Department Manager
Checked
P. Murphy
T. Kelley
Print/Plot Date
February 4, 2019
Client
TRUE HOMES, LLC
2656 BREKONRIDGE CENTRE DRIVE,
SUITE 104, MONROE, NC 28110
P: (704) 238-1229
Sutter's Mill II
Drawing Title:
Storm Drainage Area
Project No.
Drawing No
2605
DWG File Name:
%
DA-2
2605-Pre & Post