20140949 Ver 1_More Info Received_20170808

REV PER TOWN ENGINEER COMMENTS
REV PER TOWN ENGINEER COMMENTS
EXISTING CONDITIONS AND OVERALL SITE PLAN
C1
STORMWATER BYPASS PLAN AND PROFILE
SHEET:
SANITARY SEWER PLAN AND PROFILE
REVISION
APPLICANT/PROPERTY OWNER:
GENERAL NOTES AND DETAILS
CONTACT: CHRISTOPHER FLECK, PE
CONTACT: MR. MICHAEL FOESS, PE
EMAIL: [e-mail] 06/26/2017
2649 BREKONRIDGE CENTRE DRIVE
DEPENDABLE DEVELOPMENT INC.
EMAIL: [e-mail]7/18/2017
550 E. WESTINGHOUSE BLVD
DATE:
www.truehomesusa.com
www.dnawolverine.com
CHARLOTTE, NC 28273
SHEET NAME
D&A WOLVERINE PLLC
PHONE: [phone]
PHONE: [phone]
MONROE, NC 28110
COVER SHEET
CIVIL ENGINEER:
SMC 172012
GTC
BYPROJECT #:
7/18/177/12/17
PROPOSED BYPASS STORM DRAINAGE FOR USACE/DEQ N.O.V. RESOLUTION
DATE
SHEET NO.
C4-C7
C1
C2C3C8
TOWN OF MIDLAND, CABARRUS COUNTY, NORTH CAROLINA
N
THE PURPOSE OF THIS IS TO PROPOSE A STORMWATER BYPASS TO
DESIGN AND LAYOUT FOR ALL PLANIMETRICS, GRADING,
AND OTHER UTILITIES SHOWN FOR REFERENCE ONLY. SEE
6/6/16 AND APPROVED BY THE TOWN OF MIDLAND ON
SADDLEBROOK SUBDIVISION 2 DATED 4/26/16 REVISED
PLAN BY SUMMIT LAND SERVICES PROJECT #3550
RESOLVE A USACE/DEQ NOTICE OF VIOLATION.
6/24/16.
2.
1.
NOT TO SCALE

7/18/17
WWW.DNAWOLVERINE.COM
REV PER TOWN ENGINEERREV PER TOWN ENGINEER
D&A WOLVERINE, PLLC
APPROVED BY:
CHECKED BY:
C2
DRAWN BY:
GENERAL NOTES & DETAILS
COMMENTSCOMMENTS
MONROE, NC 28110
06/22/2017
2649 BREKONRIDGE CENTRE DRIVE
172012
N/A
DEPENDABLE DEVELOPMENT INC.SMCGTC
SEAL:
7/18/177/12/17
BRENTWOOD SUBDIVISION
ALL RIM/TOP ELEVATIONS SHALL BE FIELD ADJUSTED BY THE CONTRACTOR TO COORDINATE WITH PROPOSED SITE DRAINAGE AS DESIGNED AND SUPPLIED BY OTHERS.
PER CONVERSATION WITH TOWN OF MIDLAND ENGINEER THE 0.2 FT CLEARANCE BETWEEN THE BOTTOM OF THE EXISTING 8" SANITARY SEWER AND THE PROPOSED 42"
D&A WOLVERINE PLLC WAS CONTRACTED TO PROVIDE BY-PASS STORM DESIGN TO RESOLVE A USACE/NCDEQ NOTICE OF VIOLATION AND ADD A MINOR SANITARY
PER CONVERSATION WITH TOWN OF MIDLAND ENGINEER A SLOPE OF 0.4% FOR THE 42" RCP PIPE WAS ACCEPTABLE GIVEN THE SITE CONSTRAINTS. SITE CONSTRAINTSTHE SITE IS ASSUMED TO BE AN EXISTING CONSTRUCTION
SITE WITH APPROVED SOIL EROSION & SEDIMENT CONTROL PLANS, MEASURES AND PERMITS APPROVED AND ANY ITEM DAMAGED ON THE SITE OR ADJACENT AREAS, AS PART OF STORAGE OR STOCKPILE AND OR AS
A RESULT OF CONSTRUCTION, DELIVERY OR OTHER ACTIONS. REPAIRS SHALL BE
IT IS ASSUMED THAT THIS PROJECT IS AN ACTIVE CONSTRUCTION SITE WITH APPROVED PLANS AND PERMITS IN PLACE AS DESIGNED AND PREPARED BY OTHERS. D&A
CHANGE. THIS INFO IS FOR REFERENCE ONLY AND AS SHOWN SHOULD NOT BE USED FOR RECORDING OR SALES. SCHEMATIC REFERENCES TO SUBDIVISION DESIGN
RESULT OF THE CONTRACTORS ACTIONS. THIS WORK SHALL BE PERFORMED AS PART OF THE CONTRACT AT NO ADDITIONAL COST TO THE OWNER. THIS WORK SHALL BE ALL INCLUSIVE TO
6/06/2016 AND APPROVED BY THE TOWN OF MIDLAND ON 6/24/16 WERE UTILIZED AS THE BASIS OF DESIGN. INCLUDING ASSOCIATED CALCULATION OBTAINED AS
HEADWALL 16 AND THE PIPE INVERT AT THE WETLANDS HAS BEEN DESIGNED TO ALLOW 6-9 INCHES OF PONDING IN THE EXISTING WETLANDS TO MAINTAIN WETLAND
THE ONSITE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER IN THE EVENT THAT ANY CHANGE TO THE GRADES, ROADS, DRIVES, UTILITIES OR ANY OTHER ITEM THAT
CIVIL CONSTRUCTION PLANS AND SURVEY DATA PREPARED BY SUMMIT LAND SERVICES PROJECT #3550 SADDLEBROOK SUBDIVISION 2 DATED 4/26/2016 REVISED
PRIOR TO ANY SITE CONSTRUCTION RELATED TO THE BY-PASS SYSTEM AN ONSITE MEETING SHALL BE CONDUCTED. THE OWNER, TOWN ENGINEER, USACE, NCDEQALL PIPE SHALL BE CLASS III REINFORCED CONCRETE
PIPE. ALL DISTANCES SHALL BE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. ALL PIPE
MAY AFFECT THESE PLANS PRIOR TO CONSTRUCTION AND OR DURING CONSTRUCTION SUCH THAT THE ENGINEER MAY PROVIDE ANALYSIS , ASSES THE IMPACTS AND RESPOND. THE EXTENSION PLAN IS TO PROVIDE
A BULLETIN DRAWING AND PLAN SHEET TO INCORPORATE +.- 124 LF OF 8" SANITARY EXTENSION TO SERVICE POTENTIAL FUTURE
FROM CHANGED OR ACTUAL SITE CONDITIONS. THE OWNER/CONTRACTOR SHALL NOTIFY D&A IN THE EVENT OF ANY CHANGES THAT WILL AFFECT THE BYPASS.IT IS ASSUMED THAT THIS PROJECT IS AN ACTIVE CONSTRUCTION
SITE WITH APPROVED PLANS AND PERMITS IN PLACE. THE SOLE INTENT OF THIS SANITARY SEWER
ON-SITE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING AND/OR REPAIRING ALL DAMAGES TO ADJACENT SITE PAVING, CURB OR INFRASTRUCTURE THAT IS DAMAGED AS A WOLVERINE PLLC SHALL NOT ASSUME
ANY LIABILITY FOR WORK DONE BY OTHERS INCLUDING BUT NOT LIMITED TO WORK THAT WAS USED AS THE BASIS OF THIS
PROPOSED/PLANNED/APPROVED DEVELOPMENT PLANS ALSO DESIGNED & PREPARED BY OTHERS. D&A SHALL NOT BE RESPONSIBLE FOR CONFLICTS RESULTING
THESE PLANS SHALL NOT SUPERCEDE ANY PREVIOUS APPROVALS OR PLANS BY OTHERS. THESE PLANS ARE IN ADDITION TO ALL OTHER PLANS AND OR PROJECT
ELEVATION/INVERT MAY BE ADJUSTED BASED ON ACTUAL FIELD CONDITIONS OR AS DIRECTED BY THE REGULATORY
ALL PLANIMETRICS, SITE LAYOUT, GRADING AND OTHER UTILITIES HAVE BEEN DESIGNED BY OTHERS AND ARE SHOWN FOR REFERENCE ONLY AND SUBJECT TO
PRIOR TO ORDERING ANY MATERIALS THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS ARE SUITABLE TO ACCOMMODATE THE PROPOSED PIPE AND ALL
SEWER EXTENSION. D&A SCOPE OF WORK AND LIABILITY IS STRICTLY LIMITED TO THOSE ITEMS AND D&A SHALL BE SPECIFICALLY EXCLUDED FROM ALL ISSUES
RCP WAS ACCEPTABLE IF PROTECTED WITH A MAT OR OTHER MATERIAL TO AVOID A DIRECT POINT LOAD. 20 LF OF 8" SANITARY SEWER IN THE AREA OF THE
ALL CONSTRUCTION SHALL BE PER CITY OF CONCORD STANDARDS AND AS PER THE APPROVED PLAN/PERMIT AS DESIGNED AND PREPARED BY OTHERS
IN PLACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL REQUIRED SOIL EROSION & SEDIMENT CONTROL MEASURES IN PLACE AND
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF MIDLAND, CABARRUS COUNTY AND THE CITY OF CONCORD AS APPLICABLE.
SHALL HAVE MIN 3FT OF COVER AND SHALL BE LOCATED IN A 30FT EASEMENT. ALL BACKFILL SHALL BE CLEAN AND FREE OF DEBRIS OR ROCKS.
STRUCTURES. THE BYPASS DESIGN HAS BEEN PREPARED BASED ON SURVEY AND INFORMATION PROVIDED BY OTHERS AS WELL AS THE
THE CONTRACTOR SHALL INVESTIGATE THE SITE FOR CONFLICTS THAT MAY NOT BE SHOWN AND CONTACT NC811 AS APPLICABLE.
RESULTING FROM WORK BY OTHERS INCLUDING WORK THAT MAY HAVE OR WILL IMPACT OUR SCOPE, DESIGN OR EFFORTS.
BOUNDARY AND TOPOGRAPHIC SURVEY HAS BEEN PROVIDED BY PROVIDENCE LAND GROUP IN JUNE OF 2017.
BASIS OF BY-PASS DESIGN: 10YR 6HR STORM EVENT. SEE ATTACHED CALCULATIONS DATED 6/23/2017 BY D&A.
INCLUDE EXISTING TOPOGRAPHY, EXISTING INFRASTRUCTURE DESIGNED & CONSTRUCTED BY OTHERS, ETC.
AND REPRESENTATIVES FROM D&A WOLVERINE PLLC & CAROLINA WETLANDS SERVICES SHALL ATTEND.
DEVELOPMENT TO THE NORTH AS REQUESTED BY THE TOWN OF MIDLAND.
MADE IN A TIMELY MANNER AFTER DISCOVERY AND AS DIRECTED BY THE OWNER.
DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR FAILURE TO NOTIFY.BY OTHERS FOR PURPOSES OF PREPARING THE BYPASS PLAN.
PLAN THAT WAS SUPPLIED BY OTHER PROFESSIONALS.
PUBLIC RECORD FROM THE TOWN OF MIDLAND.
HYDROLOGY IN THE AREA. THE HEADWALL
CROSSING WILL BE REPLACED WITH 8" DIP.
SANITARY SEWER NOTES
PERMITS AND REQUIREMENTS.
REFERENCE DATA:
GENERAL NOTES
AGENCIES.
10.11.12.13.
14.15.
2.2.3.4.
1.1.
2.3.4.5.6.7.8.9.
1.

7/18/17
WWW.DNAWOLVERINE.COM
REV PER TOWN ENGINEERREV PER TOWN ENGINEER
D&A WOLVERINE, PLLC
AND OVERALL SITE PLAN
APPROVED BY:
CHECKED BY:
C3
DRAWN BY:
COMMENTSCOMMENTS
EXISTING CONDITIONS
MONROE, NC 28110
06/22/2017
2649 BREKONRIDGE CENTRE DRIVE
1"=60'
172012
DEPENDABLE DEVELOPMENT INC.SMCGTC
SEAL:
7/18/177/12/17
BRENTWOOD SUBDIVISION
PROPOSED BYPASS SYSTEM
N
120
PROPOSED SANITARY
SEWER EXTENSION
90
60
30
0
0
0
+
8
E
ES
SD
S
E
SS
4 SS
2
+2
00
+2
E
DS 0
0
ES
SE
+
D
7
S
E
DS
0
0+PROPOSED BYPASS SYSTEM
11
0 E
E
DSD
000 S
+
01
+
2
ED
S
1
E
E
DD
S 0
S
0
+
6
PROPOSED BYPASS SYSTEM
E
D
S
0
0
+
1
E
D
S
0
0
+
5
E
0
E
D
D
0
S
S
+
3
E
1
D
E
SD
S
E
D
S
E
D
S
E
D
S
E
D
E
S
D
0
S
0
+
E
D
4
S
1
E
D
S
E
D
E
D
S
S
0
0
+
E
21+00
D
S
E
D
S
0
0
+
5
1
E
D
S
E
D
S
EXISTING CONDITIONS AND
0
E
0
D
+
PROPOSED BYPASS SYSTEM
S
6
1
E
D
OVERALL SITE PLAN
S
E
D
S
E
0
D
0
S
+
7
1
E
D
S
E
D
S
0
0
+
8
1
E
D
S
E
D
S
0
0
E
+
D
9
S
1
E
D
S
E
D
S
0
E
0
D
+
S
0
2
E
D
S
E
D
S
0
0
+
0
11
+
2
1
2
T
O
P
S

W
O
L
.
EXISTING WETLANDSPER CWS

7/18/17
WWW.DNAWOLVERINE.COM
REV PER TOWN ENGINEERREV PER TOWN ENGINEER
D&A WOLVERINE, PLLC
APPROVED BY:
CHECKED BY:
C4
DRAWN BY:
BYPASS PLAN AND PROFILE
COMMENTSCOMMENTS
MONROE, NC 28110
06/22/2017
2649 BREKONRIDGE CENTRE DRIVE
1"=20'
172012
DEPENDABLE DEVELOPMENT INC.SMCGTC
SEAL:
7/18/177/12/17
BRENTWOOD SUBDIVISION
540535530525520515510
5+50
MATCH LINE STA. 5+50 SEE SHEET C5
E
40
D
5+25
S
30
20
E
D
E
SD
5+00
S
10
0
0
0
+
5
E
D
E
S4+75
D
S
4+50
PER SUPPLIED PLAN BY OTHERS
4+25
PROPOSED GRADE
%
0
4
.
0

@

P
C
R

"
2
E 4
D
4+00
S
0
0
+
4
3+75
E
D
S
3+50
E
D
S
EXISTING GRADE
BYPASS PLAN AND PROFILE
E
3+25
D
S
E3+00
D
S
1"=20' H1"=4' V
0
0
+
3
MH-3
2+75
NCDOT STD #838.31
42" SW INV OUT:516.33
42" NE INV IN:516.33
TOP:523.90
STA:2+76
SCALE:
MH-3
2+50
E
D
S
2+25
E
D
E
S
D
S
F
O
.
R

F
L
D

2+00
3
2

E
.
D 6
K
4
S
1
O

D
E
O
S
O
0
0P
R
+
O
2
B
R
P
E
1+75
L
D
D
A
S
PROPOSED 5.57 LF OF
42" RCP @ 0.40%
1+50
PROPOSED GRADE
E
D
S
MH-2
NCDOT STD #840.31
42" SE INV OUT:515.74
42" NE INV IN:515.74
TOP:524.00
1+25
.
STA:1+30
E
D
S
MH-2
HW-1
NCDOT STD #838.80
42" S INV OUT: 515.78
TOP:524.00
STA:1+28
HW-1
PROPERTY LINE
1+00
'
0
.
4
2
'
2.0
0+75
0+50
0+25
0+00
540535530525520515510

1 S 0+
7/18/17
WWW.DNAWOLVERINE.COM
REV PER TOWN ENGINEERREV PER TOWN ENGINEER
D&A WOLVERINE, PLLC
APPROVED BY:
CHECKED BY:
C5
DRAWN BY:
BYPASS PLAN AND PROFILE
COMMENTSCOMMENTS
MONROE, NC 28110
06/22/2017
2649 BREKONRIDGE CENTRE DRIVE
1"=20'
172012
DEPENDABLE DEVELOPMENT INC.SMCGTC
SEAL:
7/18/177/12/17
BRENTWOOD SUBDIVISION
N
545540535530525520515510
11+00
MATCH LINE STA. 11+00 SEE SHEET C6
11+00 SSE
SS
PROPOSED 94.61 LF OF
42" RCP @ 0.40%
SDE
SSE
MH-9
2
NCDOT STD #840.31
9
+
2
42" S INV OUT:519.85
40
10+75
42" N INV IN:519.85
TOP:531.23
STA:10+81
MH-9
30
G
%
N
0
.
I R
T
4
D
S 20

K.
0
I00
S
+
X
2
R

E
@
E
T
10+50

P
C
0
0 10
R
+
0

E
1"
D 2
SMH-8 4
NCDOT STD #840.31
42" S INV OUT:519.68
0
42" N INV IN:519.68
TOP:531.38
STA:10+40
EXISTING 8" SANITARY SEWERPIPE BOTTOM = 523.84
10+25
MH-8
SADDLEBROOK DR.
SDE
SDE
10+00
10+00
SDE
9+75
SDE
SDE
9+50
DI-7
NCDOT STD #840.14
SDE
42" E INV OUT:519.20
42" N INV IN:519.30
TOP:531.23
STA:9+45
DI-7
9+25
BYPASS PLAN AND PROFILE
0
0
+
9
F
O

F
9+00
L

3
1
.
6
8

D
E
S
O
P
O
R
P
8+75
E
0 DI-6
D NCDOT STD #840.14
0
S
+
42" SE INV OUT:518.76
8
42" W INV IN:518.86
E
TOP:529.66 8+50
D
S
STA:8+59
DI-6
1"=20' H1"=4' V
E
D
S
E
D
S
8+25
DI-5
NCDOT STD #840.14
E
SCALE:
D
42" SW INV OUT:518.49
S
42" NW INV IN:518.59
TOP:529.01
E
D
S
STA:8+16
DI-5
8+00
E
D
PROPOSED 30' STORMWATER EASEMENT
S
7+75
0
0
+
E
7
D
S
PER SUPPLIED PLAN BY OTHERS
7+50
E
D
S PROPOSED GRADE
E
D
S
7+25
E
D
S
E
D
S
E
D
S
7+00
EXISTING GRADE
%
0
4
E
.
D
0
0
S

0
@
+
6

E
P
D
C
S
R
6+75

"
2
4

E
D
S
6+50
E
D
S
4
C

T
E
E
H
S

E
E
E
D
S
6+25
S

0
5
E
+
D
5

.
A
T
S

E
N
I
L

H
C
T
E
A
D
S M
6+00
0
0
+
PROPOSED 291.71 LF OF
5
42" RCP @ 0.40%
5+75
DI-4
NCDOT STD #840.14
42" SW INV OUT:517.49
42" NE INV IN:517.49
TOP:527.16
STA:5+68
DI-4
5+50
545540535530525520515510

CMFCMF
SMC
7/18/17
WWW.DNAWOLVERINE.COM
REV PER TOWN ENGINEERREV PER TOWN ENGINEER
D&A WOLVERINE, PLLC
6120 BROOKSHIRE BLVD, UNIT R
APPROVED BY:
NCBELS LICENSE NO: P-1223
CHECKED BY:
C6
DRAWN BY:
BYPASS PLAN AND PROFILE
CHARLOTTE, NC 28216
COMMENTSCOMMENTSREVISION
SHEET:
P: 980.309.0406
MONROE, NC 28110
06/22/2017
2649 BREKONRIDGE CENTRE DRIVE
1"=20'
172012
PROJECT #:
SMC
DEPENDABLE DEVELOPMENT INC.GTC
BY
SEAL:
SCALE:
7/18/177/12/17
DATE:
DATE
BRENTWOOD SUBDIVISION
545540535530525520515
16+50
MATCH LINE STA. 16+50 SEE SHEET C7
F
O

F
L

4
40
4 16+25
.
2
0
2

D
E
30
S
SCALE: 1"=20'
O
P
O
R
20
P
16+00
10
0
15+75
DI-12
NCDOT STD #840.14
42" E INV OUT:521.92
42" W INV IN:521.92
TOP:529.80
STA:15+70
DI-12
15+50
15+25
%
15+00
2
4
.
0

@

P
C
R
0

0"
2
+
4
5

1
14+75
14+50
NCDOT STD #840.14
DI-11
42" E INV OUT:521.35
42" N INV IN:526.22
42" W INV IN:521.35
14+25
TOP:530.80
STA:14+34
(TYPICAL)
PER SUPPLIED PLANS BY OTHERS
PROPOSED SS LATERAL
DI-11
PER SUPPLIED PLAN BY OTHERS
14+00
PROPOSED GRADE
1"=20' H1"=4' V
PER SUPPLIED PLANS BY OTHERS
(TYPICAL)
PER SUPPLIED PLANS BY OTHERS
PROPOSED GRADING
PROPOSED BUILDING PAD
13+75
SCALE:
TERSK DR
13+50
EXISTING GRADE
13+25
%
0
4
13+00
.
0

@

P
C
R

"
2
0
4
0

+
3
1
12+75
SEE SHEET C8 FOR DETAILS
12+50
PROPOSED SEWER
12+25
0
0
+
PROPOSED 20' SANITARY
1
MATCH LINE STA. 11+00 SEE SHEET C5
SEWER EASEMENT
12+00
DI-10
11+75
NCDOT STD #840.14
SDESDESDE
42" S INV OUT:520.22
42" W INV IN:520.32
TOP:530.90
STA:11+76
11+00DI-10
EXISTING
11+50
E
SSMH SS
-A8
SSESSESSE
SDESDE
SDESDE
2+002+24
SSSSSSSS
PROP
PROPOOSED
SED
'
5
.
7
SSMH-B2
SSMH-B1
%
SSESSESSESSE
0
0 11+25
4
0
.
+
0
2
@

P
C
R

"
2
4

11+00
545540535530525520515

7/18/17
WWW.DNAWOLVERINE.COM
REV PER TOWN ENGINEERREV PER TOWN ENGINEER
D&A WOLVERINE, PLLC
APPROVED BY:
CHECKED BY:
C7
DRAWN BY:
BYPASS PLAN AND PROFILE
COMMENTSCOMMENTS
MONROE, NC 28110
06/22/2017
2649 BREKONRIDGE CENTRE DRIVE
1"=20'
172012
DEPENDABLE DEVELOPMENT INC.SMCGTC
SEAL:
7/18/177/12/17
BRENTWOOD SUBDIVISION
545540535530525520515
22+00
40
OF PRECAST CONCRETE ENDWALL (NCDOT STD #838.80)
30
CONNECTED TO BOTTOM SLAB AND WINGWALLS
20
PROPOSED 6" THICK CONCRETE WEIR WALL
21+75
10
0
WEIR ELEVATION = 532.00
21+50
PROPOSED 9.97 LF OF
42" RCP @ 5.00%
21+25
HW-16
NCDOT STD #838.31
42" E INV OUT:530.00
TOP:535.00
STA:21+09
HW-16
21+00
DI-15
NCDOT STD #840.14
42" E INV OUT:524.01
SDE
42" W INV IN:529.50
TOP:535.28
STA:20+99
DI-15
20+75
20+50
20+25
BYPASS PLAN AND PROFILE
20+00
19+75
DI-14
NCDOT STD #840.14
42" E INV OUT:523.52
42" W INV IN:523.52
TOP:531.90
STA:19+75
DI-14
PER SUPPLIED PLAN BY OTHERS
19+50
1"=20' H1"=4' V
PROPOSED GRADE
19+25
SCALE:
19+00
30'
EXISTING GRADE
18+75
18+50
18+25
18+00
0
0
+
8
1
17+75
DI-13
NCDOT STD #840.14
42" E INV OUT:522.71
42" W INV IN:522.71
TOP:530.62
STA:17+72
DI-13
17+50
17+25
%
9
3
.
0

@

P
C
R

"
2 17+00
4

0
0
+
7
1
16+75
16+50
545540535530525520515
MATCH LINE STA. 16+50 SEE SHEET C6

7/18/17
WWW.DNAWOLVERINE.COM
REV PER TOWN ENGINEERREV PER TOWN ENGINEER
D&A WOLVERINE, PLLC
AND PROFILE
APPROVED BY:
CHECKED BY:
C8
DRAWN BY:
COMMENTSCOMMENTS
SANITARY SEWER PLAN
MONROE, NC 28110
06/22/2017
2649 BREKONRIDGE CENTRE DRIVE
1"=20'
172012
DEPENDABLE DEVELOPMENT INC.SMCGTC
SEAL:
7/18/177/12/17
BRENTWOOD SUBDIVISION
N
1"=20' H1"=2' V
SCALE:
40
30
PROPERTY LINE
20
10
0
'
5
.
7
SDESDE
SDESDESSE
D
E
12+00
S2
OB
-
PH
O
M
R
S
P
S
SDESDESDE
20.0'
SANITARY SEWER PLAN AND PROFILE
9
G
A
N
-
H
I
T
M
S
I
X
S
S
E
D
2
9
+
E2
1
S
OB
-
P
H
O
M
R
S
PS
8
G
A
N
-
H.
I R
T
D
M
S

K
0
I S 0 S
X+
S
S 2 R
E
S
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0
0
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E
1
S
D
S
7
G
A
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H
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EXISTING SANITARY SEWER
EXTENSION PLAN IS TO PROVIDE A BULLETIN DRAWING AND PLAN SHEET TO INCORPORATE +.- 124 LF OF 8" SANITARY EXTENSION TO SERVICE POTENTIAL FUTURE
IT IS ASSUMED THAT THIS PROJECT IS AN ACTIVE CONSTRUCTION SITE WITH APPROVED PLANS AND PERMITS IN PLACE. THE SOLE INTENT OF THIS SANITARY SEWER
DESIGN AND LAYOUT FOR ALL PLANIMETRICS, GRADING, AND OTHER UTILITIES SHOWN FOR REFERENCE ONLY. SEE PLAN BY SUMMIT LAND SERVICES PROJECT
ALL CONSTRUCTION SHALL BE PER CITY OF CONCORD STANDARDS AND AS PER THE APPROVED PLAN/PERMIT AS DESIGNED AND PREPARED BY OTHERS
#3550 SADDLEBROOK SUBDIVISION 2 DATED 4/26/16 REVISED 6/6/16 AND APPROVED BY THE TOWN OF MIDLAND ON 6/24/16.
DEVELOPMENT TO THE NORTH AS REQUESTED BY THE TOWN OF MIDLAND.
SANITARY SEWER NOTES
2.3.
1.