HomeMy WebLinkAbout20190995 Ver 3_Grading and Drainage 111819 red_20191121Strickland, Bev
From: Dan Zurlo <dan@cws-inc.net>
Sent: Thursday, November 21, 2019 8:31 AM
To: Johnson, Alan
Cc: Christine Geist
Subject: [External] Re: Preston Development v2
Attachments: Preston Park Grading and Drainage_111819red.pdf
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Hi Alan,
Please see the attached grading and drainage plans for the site. Again, the project is under 24% imperviousness
and therefore not subject to the 401 stormwater review.
On Mon, Nov 18, 2019 at 3:19 PM Johnson, Alan <alanJohnsonkncdenr.gov> wrote:
OK, It isn't clear which culvert details goes with which impact. Also The stream is about 4
ft wide. The plans show three parallel culverts which would overwiden the channel. I Believe
a basic base flow culvert, then the two additional perched on a bench culverts is more practical
and feasible in maintaining channel integrity.
Also please provide the stormwater layout relative to the project. It appears that SW may
discharge into the road culverts.
So from what I see, the only change is using a culvert rather than a bottomless culvert.
DkVislfln of w atcr RC-%OUrces
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
1
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: (704) 235-2200 Fax: (704) 663-6040
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
Daniel Zurlo
Project Scientist
Carolina Wetland Services, Inc.
550 East Westinghouse Boulevard
Charlotte, NC 28273
Cell: 717-460-3466
Office: 704-527-1177
www ewc-ine net
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GRADING NOTES:
1. ON -SITE BURIAL PITS REQUIRE A PERMIT.
2. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION
DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE.
3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN IS A VIOLATION AND IS SUBJECT TO A FINE.
4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE
COORDINATED WITH INSPECTOR.
5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING,
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S).
6. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A
MINIMUM OF 0.5% SLOPE ON THE CURB.
7. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET
RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
8. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH
CHANNEL IN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE
AREAS ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS.
9. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY
DISTRICT FRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT
BOUNDARY LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY FLOODWAY
REGULATIONS.
10. MECKLENBURG COUNTY HAS NOT REVIEWED AND DOES NOT ASSUME
RESPONSIBILITY FOR THE STRUCTURAL STABILITY OF ANY EXISTING OR
PROPOSED RETAINING WALLS ON THE SITE.
11. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT-OF-WAY REQUIRE A LOCAL OR STATE ENCROACHMENT AGREEMENT
PRIOR TO INSTALLATION.
12. ALL TOWN OF PINEVILLE STANDARD DRAWING NUMBERS REFER TO THE TOWN OF
PINEVILLE LAND DEVELOPMENT STANDARDS MANUAL.
13. ALL SIDEWALKS SHALL SLOPE TOWARD ROAD AT 2.0% MAXIMUM.
14. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION
15. FOR SLOPE CONSTRUCTION 3:1 AND STEEPER THE CONTRACTOR SHALL
COORDINATE WITH A GEOTECHNICAL ENGINEER ON THE SUITABILITY OF SOILS
PLANNED FOR THESE SLOPES AND FOLLOW RECOMMENDATIONS SET FORTH BY
THE GEOTECHNICAL ENGINEER FOR SLOPE CONSTRUCTION. ALL SLOPES
SHOULD BE TRACKED TOP TO BOTTOM AND STABILIZED WITH NORTH AMERICAN
GREEN S150, OR APPROVED OTHER, STAKED TO MANUFACTURER'S
RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES SHALL BE INSTALLED IN
A BENCHED PATTERN.
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
Al
553.96
NCDOT 840.02 CONCRETE CATCH BASIN
A3
553.49
7.51'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
A5
554.06
6.68'
NCDOT 840.02 CONCRETE CATCH BASIN
A7
553.48
5.58'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
A9
553.48
5.03'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
All
554.32
4.92'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
A13
553.50
7.07'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
B1
542.63
NCDOT ES-1 for 30 inch Pipe
B3**
544.38
4.86'
NCDOT 840.02 CONCRETE CATCH BASIN
B5**
544.19
4.57'
NCDOT 840.02 CONCRETE CATCH BASIN
B7**
546.84
6.30'
NCDOT 840.52 PRECAST MANHOLE
B9**
547.19
5.81'
NCDOT 840.02 CONCRETE CATCH BASIN
Bl l**
546.63
4.89'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B13**
547.73
5.43'
NCDOT 840.02 CONCRETE CATCH BASIN
B15**
548.79
6.00'
NCDOT 840.02 CONCRETE CATCH BASIN
B17**
549.88
6.08'
NCDOT 840.02 CONCRETE CATCH BASIN
B19**
551.44
6.92'
NCDOT 840.02 CONCRETE CATCH BASIN
B21**
552.74
7.76'
NCDOT 840.02 CONCRETE CATCH BASIN
B23**
554.62
9.03'
NCDOT 840.02 CONCRETE CATCH BASIN
B25**
556.50
10.30'
NCDOT 840.02 CONCRETE CATCH BASIN
B27**
556.01
8.52'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B29**
556.52
8.82'
NCDOT 840.02 CONCRETE CATCH BASIN
B31**
556.38
8.50'
NCDOT 840.02 CONCRETE CATCH BASIN
B33**
555.23
6.73'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B35**
555.81
6.89'
NCDOT 840.02 CONCRETE CATCH BASIN
B37**
556.39
7.24'
NCDOT 840.02 CONCRETE CATCH BASIN
B39**
557.48
7.95'
NCDOT 840.02 CONCRETE CATCH BASIN
B41**
557.76
8.04'
NCDOT 840.02 CONCRETE CATCH BASIN
B43
556.31
5.92'
NCDOT 840.02 CONCRETE CATCH BASIN
B45
555.12
4.16'
NCDOT 840.02 CONCRETE CATCH BASIN
B47
555.12
3.94'
NCDOT 840.02 CONCRETE CATCH BASIN
B49
546.57
6.37'
NCDOT 840.02 CONCRETE CATCH BASIN
B51
546.12
5.67'
NCDOT 840.02 CONCRETE CATCH BASIN
B53
545.57
4.84'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B55
545.57
4.47'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B57
546.84
5.51'
NCDOT 840.02 CONCRETE CATCH BASIN
B59
546.94
5.46'
NCDOT 840.02 CONCRETE CATCH BASIN
B61
557.17
7.62'
NCDOT 840.02 CONCRETE CATCH BASIN
B63
556.96
5.90'
NCDOT 840.02 CONCRETE CATCH BASIN
B65
556.45
4.35'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B67
556.45
3.57'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B69
557.21
5.66'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B71
557.07
4.67'
NCDOT 840.02 CONCRETE CATCH BASIN
B73
557.07
4.32'
NCDOT 840.02 CONCRETE CATCH BASIN
B75**
557.76
7.91'
NCDOT 840.02 CONCRETE CATCH BASIN
B77
557.59
7.55'
NCDOT 840.02 CONCRETE CATCH BASIN
B79
557.01
6.58'
NCDOT 840.02 CONCRETE CATCH BASIN
B81
556.59
5.93'
NCDOT 840.02 CONCRETE CATCH BASIN
B83
556.19
5.20'
NCDOT 840.02 CONCRETE CATCH BASIN
B85
555.67
4.31'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
B87
546.76
4.36'
NCDOT 840.02 CONCRETE CATCH BASIN
B89
546.76
4.14'
NCDOT 840.02 CONCRETE CATCH BASIN
16. BOTTOM OF WALL ELEVATIONS (NOTED AS BW) REFERENCE THE BOTTOM OF
WALL AT FINISHED GRADE, TYPICAL IN ALL AREAS. REFER TO WALL
CONSTRUCTION PLANS BY OTHERS FOR TOP AND BOTTOM OF FOOTING
ELEVATIONS.
17. HIGH DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN
EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY
THE TOWN/COUNTY INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED.
BACKFILL MATERIAL MUST BE APPROVED BY THE TOWN/COUNTY INSPECTOR
PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET
RIGHT-OF-WAY.
18. PRIOR TO THE CERTIFICATE OF OCCUPANCY, CONTRACTOR TO PROVIDE SEALED
AS -BUILT SURVEY OF DETENTION SYSTEM AS REQUIRED BY LAND DEVELOPMENT.
19. PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO
COUNTY ENGINEER PRIOR TO CONSTRUCTION.
20. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND
DETENTION SYSTEMS MUST BE FURNISHED TO TOWN/COUNTY ENGINEERING FOR
APPROVAL.
21. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM
WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA.
ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM
MAINTENANCE ARE ALSO PROHIBITED.
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
A2
24"
A3 - Al
545.98
545.66
0.53%
60.88 LF
24 inch RCP
A4
24"
A5 - A3
547.38
546.08
0.51 %
253.82 LF
24 inch RCP
A6
24"
A7 - A5
547.90
547.48
0.56%
75.00 LF
24 inch RCP
A8
18"
A9 - A7
548.45
548.25
0.83%
24.00 LF
18 inch RCP
A10
18"
All -A9
549.40
548.75
0.65%
100.00 LF
18 inch RCP
Al2
18"
A13 - A3
546.43
546.19
1.00%
24.00 LF
18 inch RCP
STORM PIPE TABLE
PIPE #
DIA
FROM -TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
B2
36"
B3 - B1
539.52
539.30
0.21 %
106.31 LF
36 inch CLASS IV RCP
B4
36"
B5 - B3
539.67
539.55
0.50%
24.00 LF
36 inch CLASS IV RCP
B6
30"
B7 - B5
540.92
539.67
0.54%
230.00 LF
30 inch CLASS IV RCP
B8
30"
B9 - B7
541.38
540.92
0.55%
84.38 LF
30 inch CLASS IV RCP
B10
30"
Bl l - B9
541.74
541.38
0.53%
67.44 LF
30 inch CLASS IV RCP
B12
30"
B13 - Bl l
542.30
541.74
0.52%
106.77 LF
30 inch CLASS IV RCP
B14
30"
B15 - B13
542.79
542.30
0.53%
92.95 LF
30 inch RCP
B16
30"
B17 - B15
543.80
542.79
1.08%
93.94 LF
30 inch RCP
B18
30"
B19 - B17
544.52
543.80
0.54%
133.97 LF
30 inch RCP
B20
30"
B21 - B19
544.98
544.52
0.54%
85.42 LF
30 inch RCP
B22
30"
B23 - B21
545.59
544.98
0.50%
120.81 LF
30 inch RCP
B24
30"
B25 - B23
546.20
545.59
0.50%
120.81 LF
30 inch RCP
B26
30"
B27 - B25
547.49
546.20
0.50%
260.00 LF
30 inch RCP
B28
30"
B29 - B27
547.70
547.49
0.50%
42.31 LF
30 inch RCP
B30
30"
B31 - B29
547.88
547.70
0.50%
36.86 LF
30 inch RCP
B32
24"
B33 - B31
548.50
547.88
0.51 %
122.40 LF
24 inch RCP
B34
24"
B35 - B33
548.92
548.50
0.51 %
83.13 LF
24 inch RCP
B36
24"
B37 - B35
549.15
548.92
0.52%
43.86 LF
24 inch RCP
B38
24"
B39 - B37
549.53
549.15
0.50%
75.51 LF
24 inch RCP
B40
24"
B41 - B39
549.72
549.53
0.52%
36.77 LF
24 inch RCP
B42
18"
B43 - B41
550.39
549.72
0.52%
128.80 LF
18 inch RCP
B44
18"
B45 - B43
550.96
550.39
0.50%
113.58 LF
18 inch RCP
B46
15"
B47 - B45
551.18
551.06
0.50%
24.00 LF
15 inch RCP
B48
24"
B49 - B5
540.20
539.62
0.50%
116.44 LF
24 inch RCP
B50
18"
B51 - B49
540.45
540.20
0.50%
50.91 LF
18 inch RCP
B52
18"
B53 - B51
540.74
540.45
0.50%
57.21 LF
18 inch RCP
B54
15"
B55 - B53
541.10
540.99
0.50%
22.00 LF
15 inch RCP
B56
15"
B57 - B55
541.33
541.10
0.50%
46.60 LF
15 inch RCP
B58
15"
B59 - B57
541.48
541.33
0.50%
29.94 LF
15 inch RCP
B60
18"
B61 - B31
549.55
548.63
2.00%
46.04 LF
18 inch RCP
B62
18"
B63 - B61
551.06
549.65
2.01 %
70.00 LF
18 inch RCP
B64
15"
B65 - B63
552.10
551.31
2.01 %
39.31 LF
15 inch RCP
B66
15"
B67 - B65
552.88
552.75
0.54%
24.00 LF
15 inch CLASS IV RCP
B68
15"
B69 - B63
551.55
551.31
2.00%
12.00 LF
15 inch RCP
B70
15"
B71 - B69
552.40
551.65
2.04%
36.77 LF
15 inch RCP
B72
15"
B73 - B71
552.75
552.60
0.63%
24.00 LF
15 inch RCP
B74
24"
B75 - B41
549.85
549.72
0.54%
24.00 LF
24 inch RCP
B76
24"
B77 - B75
550.04
549.85
0.52%
36.77 LF
24 inch RCP
B78
18"
B79 - B77
550.43
550.14
0.50%
58.00 LF
18 inch RCP
B80
18"
B81 - B79
550.66
550.43
0.51 %
44.81 LF
18 inch RCP
B82
15"
B83 - B81
550.99
550.76
0.52%
44.64 LF
15 inch RCP
B84
15"
B85 - B83
551.36
550.99
0.52%
70.74 LF
15 inch RCP
B86
15"
B87 - B7
542.40
541.49
1.00%
91.03 LF
15 inch RCP
B88
15"
B89 - B87
542.62
542.50
1.00%
12.00 LF
15 inch RCP
22. ANY BUILDING WITHIN THE 100+1 STORM WATER ELEVATION LINE IS SUBJECT TO
THE RESTRICTIONS OF THE (MECKLENBURG COUNTY) SUBDIVISION ORDINANCE,
SECTION 7.200.8.
23. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING
DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL
INSPECTION TO THE COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH
COUNTY SUBDIVISION ORDINANCE.
24. AS-BUILTS FOR ALL APPLICABLE DETENTION STRUCTURES AND BMP MEASURES
ARE REQUIRED. AS-BUILTS ARE TO INCLUDE LATITUDE AND LONGITUDE FOR
CENTER OF MEASURE, AND INLETS AND OUTLETS OF ALL STRUCTURES.
ELEVATIONS ARE REQUIRED FOR ALL MEASURES AS WELL AS DIMENSIONS OF
ALL MEASURES.
25. ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR
DAYS.
26. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN
10' REQUIRE ADEQUATE TERRACING.
27. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE
ACRE THAT WAS NOT PREVIOUSLY APPROVED.
28. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH
INSPECTOR.
NOTES:
1. SOME STRUCTURES REQUIRE INLET SHAPING AS NOTED ON THE STORM STRUCTURE TABLES.
REFER TO DETAIL ON SHEET C-720.
2. FOR DUAL PIPE SYSTEMS, THE INNER PIPE SHALL BE LOCATED GENERALLY UNDER THE CURB
WITH THE OUTER PIPE BEING OFFSET BEHIND THE CURB LOCATED MORE GENERALLY IN THE
PLANTING STRIP.
3. CONTRACTOR SHALL PROVIDE SEALED ENGINEERED DRAWINGS TO ENGINEER OF RECORD FOR
STRUCTURES WITH DUAL PIPES PRIOR TO INSTALLATION.
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
Cl
543.73
NCDOT ES-1 for 36 inch Pipe
C3**
545.58
5.06'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
C5**
545.58
4.87'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
C7**
546.92
6.06'
NCDOT 840.02 CONCRETE CATCH BASIN
C9**
548.78
7.53'
NCDOT 840.02 CONCRETE CATCH BASIN
Cl 1**
549.38
7.54'
NCDOT 840.52 PRECAST MANHOLE
C13**
547.36
5.06'
NCDOT 840.02 CONCRETE CATCH BASIN
C15**
547.38
5.00'
NCDOT 840.02 CONCRETE CATCH BASIN
C17**
548.33
5.72'
NCDOT 840.02 CONCRETE CATCH BASIN
C19**
548.93
5.92'
NCDOT 840.02 CONCRETE CATCH BASIN
C21**
550.53
6.66'
NCDOT 840.02 CONCRETE CATCH BASIN
C23**
550.42
5.95'
NCDOT 840.02 CONCRETE CATCH BASIN
C25**
550.41
5.83'
NCDOT 840.02 CONCRETE CATCH BASIN
C27**
550.83
6.01'
NCDOT 840.02 CONCRETE CATCH BASIN
C29**
551.70
6.45'
NCDOT 840.02 CONCRETE CATCH BASIN
C31**
552.28
6.78'
NCDOT 840.02 CONCRETE CATCH BASIN
C33**
552.28
6.68'
NCDOT 840.02 CONCRETE CATCH BASIN
C35**
552.73
6.69'
NCDOT 840.02 CONCRETE CATCH BASIN
C37**
556.27
8.55'
NCDOT 840.02 CONCRETE CATCH BASIN
C39**
557.00
6.75'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
C41**
557.00
6.14'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
C43**
557.61
6.53'
NCDOT 840.02 CONCRETE CATCH BASIN
C45
557.59
6.43'
NCDOT 840.02 CONCRETE CATCH BASIN
C47
557.62
6.28'
NCDOT 840.02 CONCRETE CATCH BASIN
C49
558.33
6.42'
NCDOT 840.02 CONCRETE CATCH BASIN
C51
560.07
7.90'
NCDOT 840.02 CONCRETE CATCH BASIN
C53
560.07
7.79'
NCDOT 840.02 CONCRETE CATCH BASIN
C55
559.11
6.56'
NCDOT 840.02 CONCRETE CATCH BASIN
C57
558.34
5.46'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
C59
558.90
5.79'
NCDOT 840.02 CONCRETE CATCH BASIN
C61
558.65
5.48'
NCDOT 840.02 CONCRETE CATCH BASIN
C63
557.63
3.95'
NCDOT 840.02 CONCRETE CATCH BASIN
C65
546.97
5.94'
NCDOT 840.02 CONCRETE CATCH BASIN
C67**
547.92
6.02'
NCDOT 840.04 OPEN THROAT CATCH BASIN
C69**
546.12
4.06'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
C71**
548.10
5.15'
NCDOT 840.02 CONCRETE CATCH BASIN
C73
547.15
3.75'
AREA DRAIN - 12" BASIN
C75
547.16
3.36'
AREA DRAIN - 12" BASIN
C77
547.11
5.06'
NCDOT 840.02 CONCRETE CATCH BASIN
C79
547.05
4.89'
NCDOT 840.02 CONCRETE CATCH BASIN
C81
548.92
4.37'
NCDOT 840.02 CONCRETE CATCH BASIN
C83
552.50
6.45'
NCDOT 840.02 CONCRETE CATCH BASIN
C85
552.85
5.85'
NCDOT 840.02 CONCRETE CATCH BASIN
C87
556.27
7.90'
NCDOT 840.02 CONCRETE CATCH BASIN
C89
557.62
5.04'
NCDOT 840.02 CONCRETE CATCH BASIN
C91
558.09
5.15'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
C93
549.01
5.51'
ZF806 TRENCH DRAIN
29. CONTRACTOR IS RESPONSIBLE FOR ENSURING DRAINAGE ACROSS THE
INTERSECTION.
30. THE COMMUNITY ENCROACHMENT LINE MUST BE CLEARLY MARKED PRIOR TO
ANY GRADING AND THE MARKED LINE MUST BE MAINTAINED ON SITE UNTIL FINAL
GRADING IS COMPLETED.
31. A MINIMUM OF 12-INCHES OF SOIL COVER IS REQUIRED TO PROOF RILL DIRECTLY OVER CLASS IV
RCP. IN AREAS WHERE LESS THAN 12-INCHES OF SOIL COVER IS PROVIDED, BACKFILL SHALL
CONSIST OF ABC STONE RATHER THAN SOIL TO ACHIEVE SUBGRADE. IN AREAS WHERE LESS
THAN 12-INCHES OF ABC STONE WILL BE PLACES, INCLUDING THE ABC STONE REQUIRED
BENEATH THE CURB, PLACE TENSAR BX1200 GEOGRID AT THE SUBGRADE LEVEL PRIOR TO
PLACING AND COMPACTING THE FINAL 6-INCH LAYER OF ABC STONE. THE GEOGRID SHALL
EXTEND A MINIMUM OF 3 FEET BEYOND OUTSIDE EDGE OF PIPE. WHERE THIS CONDITION
EXISTS,; PROOF ROLLING SHOULD NOT BE PERFORMED AT THE SUBGRADE LEVEL WHERE PIPE
COVERAGE IS LESS THAN 12-INCHES. INSTEAD, PROOF ROLLING SHOULD BE PERFORMED AT THE
FINISHED ABC STONE LEVEL PRIOR TO THE PLACEMENT OF CURB.
STORM DRAINAGE NOTES:
1. ALL PIPE TO BE INSTALLED AND BEDDED PER MANUFACTURER'S
SPECIFICATIONS.
2. NO VEHICULAR TRAFFIC SHALL BE ALLOWED ACROSS PIPES UNTIL
A MINIMUM OF 2' OF COMPACTED COVER HAS BEEN INSTALLED.
3. ALL PIPES AND STRUCTURES IN PUBLIC RIGHT OF WAYS TO MEET
NCDOT STANDARDS. ALL PIPE TO BE RCP IN PUBLIC RIGHT OF
WAY.
4. ALL CONSTRUCTION TO MEET OR EXCEED NCDOT AND LOCAL
STANDARDS.
5. ALL CURB INLET TOP ELEVATIONS ARE AT EDGE OF PAVEMENT.
STORM PIPE TABLE
PIPE #
DIA
FROM -TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
C2
36"
C3 - Cl
540.52
540.40
0.10%
114.82 LF
36 inch CLASS IV RCP
C4
30"
C5 - C3
540.71
540.55
0.67%
24.00 LF
30 inch CLASS IV RCP
C6
30"
C7 - C5
540.87
540.71
0.53%
29.52 LF
30 inch CLASS IV RCP
C8
30"
C9 - C7
541.25
540.87
0.50%
75.21 LF
30 inch RCP
C10
30"
C11 - C9
541.84
541.25
0.510
114.52 LF
30 inch RCP
C12
30"
C13 - Cl l
542.30
541.94
0.55%
65.22 LF
30 inch CLASS IV RCP
C14
30"
C15 - C13
542.38
542.30
0.66%
12.05 LF
30 inch CLASS IV RCP
C16
30"
C17 - C15
542.61
542.38
0.61%
37.75 LF
30 inch CLASS IV RCP
C18
30"
C19 - C17
543.01
542.61
0.58%
68.88 LF
30 inch RCP
C20
30"
C21 - C19
543.87
543.01
0.54%
159.96 LF
30 inch RCP
C22
30"
C23 - C21
544.47
543.96
0.75%
67.88 LF
30 inch RCP
C24
24"
C25 - C23
544.58
544.47
0.50%
22.02 LF
24 inch CLASS IV RCP
C26
24"
C27 - C25
544.82
544.58
0.50%
48.88 LF
24 inch CLASS IV RCP
C28
24"
C29 - C27
545.25
544.82
0.68%
63.56 LF
24 inch CLASS IV RCP
C30
24"
C31 - C29
545.51
545.25
0.85%
31.12 LF
24 inch RCP
C32
24"
C33 - C31
545.61
545.51
0.85%
12.00 LF
24 inch RCP
C34
24"
C35 - C33
546.05
545.61
0.85%
51.81 LF
24 inch RCP
C36
24"
C37 - C35
547.72
546.05
0.85%
197.06 LF
24 inch RCP
C38
24"
C39 - C37
550.25
547.72
0.85%
296.59 LF
24 inch RCP
C40
18"
C41 - C39
550.86
550.70
0.67%
24.00 LF
18 inch RCP
C42
18"
C43 - C41
551.08
550.86
0.50%
42.53 LF
18 inch RCP
C44
18"
C45 - C43
551.16
551.08
0.50%
16.02 LF
18 inch RCP
C46
18"
C47 - C45
551.34
551.16
0.50%
36.88 LF
18 inch RCP
C48
15"
C49 - C47
551.91
551.59
0.50%
64.60 LF
15 inch RCP
C50
15"
C51 - C49
552.17
551.91
0.50%
51.89 LF
15 inch RCP
C52
15"
C53 - C51
552.28
552.17
0.50%
22.00 LF
15 inch RCP
C54
15"
C55 - C53
552.55
552.28
0.50%
53.14 LF
15 inch RCP
C56
15"
C57 - C55
552.88
552.55
0.50%
66.48 LF
15 inch RCP
C58
15"
C59 - C57
553.11
552.88
0.52%
44.82 LF
15 inch RCP
C60
15"
C61 - C59
553.17
553.11
0.50%
12.00 LF
15 inch RCP
C62
15"
C63 - C61
553.68
553.17
0.50%
101.65 LF
15 inch RCP
C64
15"
C65 - C7
541.03
540.87
0.50%
31.81 LF
15 inch RCP
C66
24"
C67 - C9
541.90
541.35
0.51 %
108.05 LF
24 inch RCP
C68
18"
C69 - C67
542.06
541.90
0.50%
31.86 LF
18 inch CLASS IV RCP
C70
15"
C71 - C69
542.95
542.06
0.58%
154.55 LF
15 inch RCP
C72
10"
C73 - C71
543.40
543.05
0.58%
60.15 LF
10" HDPE
C74
10"
C75 - C73
543.80
543.40
0.56%
71.39 LF
10" HDPE
C76
15"
C77 - C11
542.05
541.84
0.59%
34.88 LF
15 inch RCP
C78
15"
C79 - C77
542.16
542.05
0.50%
22.80 LF
15 inch RCP
C80
15"
C81 - C19
544.55
544.30
1.14%
22.00 LF
15 inch RCP
C82
15"
C83 - C33
546.05
545.71
0.53%
63.82 LF
15 inch RCP
C84
15"
C85 - C35
547.00
546.80
0.79%
25.30 LF
15 inch RCP
C86
15"
C87 - C37
548.37
548.25
0.50%
24.00 LF
15 inch RCP
C88
15"
C89 - C47
552.58
552.33
1.04%
24.00 LF
15 inch RCP
C90
15"
C91 - C57
552.94
552.88
0.50%
12.00 LF
15 inch RCP
C92
8"
C93 - C67
543.50
543.00
1.08%
46.25 LF
8" HDPE
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DATE
1211912018
DRAWN BY
A. DALE
DESIGNED BY
1. HORTON
CHECKED BY
C. TODD
SCALE
AS SHOWN
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JOB NO.
41946
SHEET NO.
C-401
"STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL.
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"STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL.
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
D1
543.19
NCDOT 838.80 CONCRETE ENDWALL
D3**
546.56
7.10'
NCDOT 840.02 CONCRETE CATCH BASIN
D5**
546.18
5.86'
NCDOT 840.02 CONCRETE CATCH BASIN
D7**
546.18
5.74'
NCDOT 840.02 CONCRETE CATCH BASIN
D9**
547.00
6.30'
NCDOT 840.02 CONCRETE CATCH BASIN
D11**
547.00
6.18'
NCDOT 840.02 CONCRETE CATCH BASIN
D13**
549.77
8.25'
NCDOT 840.02 CONCRETE CATCH BASIN
D15**tr
549.01
6.08'
NCDOT 840.02 CONCRETE CATCH BASIN
D17**tt
547.85
4.45'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
D19**tt
548.77
4.92'
NCDOT 840.02 CONCRETE CATCH BASIN
D21**
548.79
4.82'
NCDOT 840.02 CONCRETE CATCH BASIN
D23**
549.50
5.27'
NCDOT 840.02 CONCRETE CATCH BASIN
D25**
550.39
5.85'
NCDOT 840.02 CONCRETE CATCH BASIN
D27
551.28
5.88'
NCDOT 840.02 CONCRETE CATCH BASIN
D29
552.39
5.89'
NCDOT 840.02 CONCRETE CATCH BASIN
D31
553.23
5.28'
NCDOT 840.02 CONCRETE CATCH BASIN
D33
553.83
5.23'
NCDOT 840.02 CONCRETE CATCH BASIN
D35
554.36
5.21'
NCDOT 840.02 CONCRETE CATCH BASIN
D37
556.35
4.75'
NCDOT 840.02 CONCRETE CATCH BASIN
D39
557.66
4.77'
NCDOT 840.02 CONCRETE CATCH BASIN
D41
558.34
4.64'
NCDOT 840.02 CONCRETE CATCH BASIN
D43
558.35
4.30'
NCDOT 840.02 CONCRETE CATCH BASIN
D45
547.85
3.92'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
D47
548.48
4.18'
NCDOT 840.02 CONCRETE CATCH BASIN
D49**
550.40
5.25'
NCDOT 840.02 CONCRETE CATCH BASIN
D51**
550.97
5.51'
NCDOT 840.02 CONCRETE CATCH BASIN
D53**
551.82
5.97'
NCDOT 840.02 CONCRETE CATCH BASIN
D55**
551.88
5.81'
NCDOT 840.02 CONCRETE CATCH BASIN
D57**
551.52
5.12
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
D59**
551.52
5.00'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
D61
553.59
5.19'
NCDOT 840.02 CONCRETE CATCH BASIN
D63
554.60
5.42'
NCDOT 840.02 CONCRETE CATCH BASIN
D65
557.09
5.99'
NCDOT 840.02 CONCRETE CATCH BASIN
D67
557.25
5.85'
NCDOT 840.02 CONCRETE CATCH BASIN
D69
552.39
4.64'
NCDOT 840.02 CONCRETE CATCH BASIN
D71
554.36
4.38'
NCDOT 840.02 CONCRETE CATCH BASIN
D73
556.35
4.42'
NCDOT 840.02 CONCRETE CATCH BASIN
D75
553.59
4.38'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
D2
42"
D3 - D1
539.46
539.39
0.22%
34.80 LF
42 inch RCP
D4
42"
D5 - D3
540.32
539.60
0.51 %
140.17 LF
42 inch CLASS IV RCP
D6
42"
D7 - D5
540.44
540.32
0.50%
24.00 LF
42 inch CLASS IV RCP
D8
42"
D9 - D7
540.70
540.44
0.51 %
50.91 LF
42 inch CLASS IV RCP
D10
42"
D11 - D9
540.82
540.70
0.50%
24.00 LF
42 inch RCP
D12
42"
D13 - D11
541.52
540.82
0.51 %
137.96 LF
42 inch RCP
D14
36"
D15 - D13
542.93
542.40
0.51 %
104.70 LF
36 inch RCP
D16
30"
D17 - D15
543.40
542.93
0.50%
94.71 LF
DOUBLE 30 inch CLASS IV RCPt
D18
30"
D19 - D17
543.85
543.40
0.50%
90.47 LF
DOUBLE 30 inch CLASS IV RCPt
D20
30"
D21 - D19
543.97
543.85
0.51 %
23.74 LF
30 inch CLASS IV RCP
D22
30"
D23 - D21
544.23
543.97
0.52%
50.02 LF
30 inch CLASS IV RCP
D24
30"
D25 - D23
544.54
544.23
0.59%
52.49 LF
30 inch RCP
D26
30"
D27 - D25
545.40
544.64
0.75%
101.57 LF
30 inch RCP
D28
30"
D29 - D27
546.50
545.50
0.89%
112.69 LF
30 inch RCP
D30
24"
D31 - D29
547.95
547.05
1.05%
86.08 LF
24 inch RCP
D32
24"
D33 - D31
548.60
547.95
1.06%
61.59 LF
24 inch RCP
D34
24"
D35 - D33
549.15
548.60
1.05%
52.45 LF
24 inch RCP
D36
18"
D37 - D35
551.60
549.60
1.02%
196.46 LF
18 inch RCP
D38
15"
D39 - D37
552.89
551.70
0.90%
131.80 LF
15 inch RCP
D40
15"
D41 - D39
553.70
552.99
1.02%
69.92 LF
15 inch RCP
D42
15"
D43 - D41
554.05
553.80
1.14%
22.00 LF
15 inch RCP
D44
15"
D45 - D17
543.93
543.73
0.83%
24.00 LF
15 inch RCP
D46
15"
D47 - D45
544.30
543.97
0.82%
40.08 LF
15 inch RCP
D48
24"
D49 - D25
545.15
545.02
0.59%
22.00 LF
24 inch RCP
D50
24"
D51 - D49
545.46
545.15
0.59%
52.42 LF
24 inch RCP
D52
24"
D53 - D51
545.85
545.46
0.66%
58.65 LF
24 inch RCP
D54
24"
D55 - D53
546.07
545.85
0.66%
33.49 LF
24 inch RCP
D56
24"
D57 - D55
546.40
546.07
0.68%
48.46 LF
24 inch RCP
D58
24"
D59 - D57
546.52
546.40
0.75%
16.00 LF
24 inch RCP
D60
18"
D61 - D59
548.40
547.06
1.15%
117.02 LF
18 inch RCP
D62
15"
D63 - D61
549.18
548.65
1.00%
52.77 LF
15 inch RCP
D64
15"
D65 - D63
551.10
549.25
1.00%
184.61 LF
15 inch RCP
D66
15"
D67 - D65
551.40
551.20
0.95%
21.09 LF
15 inch RCP
D68
15"
D69 - D29
547.75
547.55
0.91 %
22.00 LF
15 inch RCP
D70
15"
D71 - D35
549.98
549.75
1.05%
22.00 LF
15 inch RCP
D72
15"
D73 - D37
551.93
551.70
1.05%
22.00 LF
15 inch RCP
D74
15"
D75 - D61
549.21
549.05
1.00%
16.00 LF
15 inch RCP
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
G1
549.20
NCDOT 838.80 CONCRETE ENDWALL
G3**
550.80
6.42'
NCDOT 840.02 CONCRETE CATCH BASIN
G5**
550.79
6.14'
NCDOT 840.02 CONCRETE CATCH BASIN
G7**
550.11
4.42'
NCDOT 840.02 CONCRETE CATCH BASIN
G9**
551.40
5.26'
NCDOT 840.02 CONCRETE CATCH BASIN
G11**
552.71
6.12'
NCDOT 840.02 CONCRETE CATCH BASIN
G13**
554.33
7.19'
NCDOT 840.02 CONCRETE CATCH BASIN
G15**
554.85
7.17'
NCDOT 840.02 CONCRETE CATCH BASIN
G17
554.01
5.46'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
G19
555.76
5.58'
NCDOT 840.02 CONCRETE CATCH BASIN
G21
557.49
5.72'
NCDOT 840.02 CONCRETE CATCH BASIN
G23
558.53
5.66'
NCDOT 840.02 CONCRETE CATCH BASIN
G25
559.56
5.68'
NCDOT 840.02 CONCRETE CATCH BASIN
G27
560.61
6.14'
NCDOT 840.02 CONCRETE CATCH BASIN
G29
560.73
5.58'
NCDOT 840.02 CONCRETE CATCH BASIN
G31
559.78
3.98'
NCDOT 840.02 CONCRETE CATCH BASIN
G33**
554.54
5.86'
NCDOT 840.52 PRECAST MANHOLE
G35
551.35
NCDOT ES-1 for 24 inch Pipe
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
G2
30"
G3 - G1
544.38
544.20
0.28%
65.70 LF
30 inch RCP
G4
30"
G5 - G3
544.65
544.53
0.50%
24.01 LF
30 inch RCP
G6
30"
G7 - G5
545.69
544.65
0.50%
206.55 LF
30 inch CLASS IV RCP
G8
30"
G9 - G7
546.14
545.69
0.51 %
87.66 LF
30 inch CLASS IV RCP
G10
30"
G11 - G9
546.59
546.14
0.51%
87.66 LF
30 inch RCP
G12
30"
G13 - G11
547.14
546.59
0.51 %
107.84 LF
30 inch RCP
G14
30"
G15 - G13
547.68
547.14
0.50%
107.85 LF
30 inch RCP
G16
24"
G17 - G15
548.55
547.88
0.63%
105.96 LF
24 inch RCP
G18
18"
G19-G17
550.18
548.95
0.74%
165.83 LF
18 inch RCP
G20
15"
G21 - G19
551.77
550.48
0.93%
138.80 LF
15 inch RCP
G22
15"
G23 - G21
552.87
551.87
1.18%
85.02 LF
15 inch RCP
G24
15"
G25 - G23
553.88
552.97
1.09%
83.22 LF
15 inch RCP
G26
15"
G27 - G25
554.47
553.98
0.58%
85.02 LF
15 inch RCP
G28
15"
G29 - G27
555.15
554.57
0.57%
101.29 LF
15 inch RCP
G30
15"
G31 - G29
555.80
555.25
0.57%
95.83 LF
15 inch RCP
G32
24"
G33 - G17
548.68
548.55
0.60%
21.72 LF
24 inch RCP
G34
24"
G35 - G33
549.10
548.68
0.61 %
68.62 LF
24 inch RCP
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11 546.32 NCDOT ES-1 for 12 inch Pipe '-
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TIMMONS GROUP FOR STRUCTURES WITH DUAL PIPES PRIOR TO INSTALLATION.
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JOB NO.
41946
SHEET NO.
C-402
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
E1
550.79
NCDOT 838.80 CONCRETE ENDWALL
E3
550.81
6.75'
NCDOT 840.02 CONCRETE CATCH BASIN
E5tt
549.44
4.61'
NCDOT 840.02 CONCRETE CATCH BASIN
E7tt
549.20
4.01'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
E9tt
550.39
4.40'
NCDOT 840.02 CONCRETE CATCH BASIN
E11
552.66
5.66'
NCDOT 840.02 CONCRETE CATCH BASIN
E13
554.85
5.40'
NCDOT 840.02 CONCRETE CATCH BASIN
E15
557.04
5.54'
NCDOT 840.02 CONCRETE CATCH BASIN
E17
557.04
5.09'
NCDOT 840.02 CONCRETE CATCH BASIN
E19
557.84
5.04'
NCDOT 840.02 CONCRETE CATCH BASIN
E21
558.42
5.12'
NCDOT 840.02 CONCRETE CATCH BASIN
E23
549.20
3.63'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
E25
550.39
4.14'
NCDOT 840.02 CONCRETE CATCH BASIN
E27
552.66
4.81'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
E2
30"
E3 - E1
544.06
544.00
0.28%
21.10 LF
30 inch RCP
E4
30"
E5 - E3
544.83
544.11
0.50%
143.47 LF
30 inch CLASS IV RCP
E6
24"
E7 - E5
545.19
544.85
0.50%
68.39 LF
DOUBLE 24 inch CLASS IV RCPt
E8
24"
E9 - E7
545.99
545.19
0.50%
158.90 LF
DOUBLE 24 inch CLASS IV RCPt
E10
24"
E11 - E9
547.00
545.99
0.50%
200.00 LF
24 inch CLASS IV RCP
E12
18"
E13-Ell
549.45
547.50
1.01%
192.87 LF
18 inch RCP
E14
18"
E15 - E13
551.50
549.55
1.01%
192.87 LF
18 inch RCP
E16
15"
E17 - E15
551.95
551.75
0.83%
24.00 LF
15 inch RCP
E18
15"
E19 - E17
552.80
552.05
0.81 %
92.96 LF
15 inch RCP
E20
15"
E21 - E19
553.30
552.90
0.89%
44.91 LF
15 inch RCP
E22
18"
E23 - E7
545.57
545.44
0.54%
24.00 LF
18 inch CLASS IV RCP
E24
18"
E25 - E9
546.25
546.08
0.71 %
24.00 LF
18 inch CLASS IV RCP
E26
15"
E27 - E11
547.85
547.65
0.83%
24.00 LF
15 inch RCP
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
F1
539.90
NCDOT ES-1 for 24 inch Pipe
F2
24"
F3 - F1
538.20
537.65
0.35%
152.88 LF
24 inch CLASS IV RCP
F3
542.67
4.47'
NCDOT 840.52 PRECAST MANHOLE
F4
24"
F5 - F3
538.83
538.20
0.35%
179.78 LF
24 inch CLASS IV RCP
F5
542.68
3.86'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
F6
18"
F7 - F5
539.08
538.83
1.25%
19.95 LF
18 inch CLASS IV RCP
F7
543.15
4.07'
TPLDS 20.35 DROP INLET
F8
15"
F9 - F5
539.03
538.83
0.50%
40.92 LF
15 inch CLASS IV RCP
F9
542.52
3.49'
NCDOT 840.02 CONCRETE CATCH BASIN
F10
15"
F11 - F9
539.15
539.03
0.50%
24.00 LF
15 inch CLASS IV RCP
F11
542.52
3.37'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
J1
543.07
NCDOT 838.80 CONCRETE ENDWALL
J3 **
545.23
5.69'
NCDOT 840.02 CONCRETE CATCH BASIN
J5 **
544.82
4.89'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
J7 **
544.82
4.77'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
J9 **
546.66
5.79'
NCDOT 840.02 CONCRETE CATCH BASIN
J11**
547.05
5.99'
NCDOT 840.02 CONCRETE CATCH BASIN
J13**
546.87
5.67'
NCDOT 840.02 CONCRETE CATCH BASIN
J15
546.68
5.11'
NCDOT 840.02 CONCRETE CATCH BASIN
J17
546.68
4.85'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
J19
547.54
5.34'
NCDOT 840.02 CONCRETE CATCH BASIN
J21
548.72
6.12'
NCDOT 840.02 CONCRETE CATCH BASIN
J23
549.91
5.57'
NCDOT 840.02 CONCRETE CATCH BASIN
J25
551.96
5.04'
NCDOT 840.02 CONCRETE CATCH BASIN
J27
553.35
4.85'
NCDOT 840.02 CONCRETE CATCH BASIN
J29
548.32
6.07'
NCDOT 840.02 CONCRETE CATCH BASIN
J31
548.32
5.57'
NCDOT 840.02 CONCRETE CATCH BASIN
J33
546.44
4.34'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
J2
30"
J3 - J1
539.54
539.42
0.27%
43.99 LF
30 inch RCP
J4
30"
J5 - J3
539.93
539.64
0.52%
55.67 LF
30 inch CLASS IV RCP
J6
30"
J7 - J5
540.05
539.93
0.50%
24.02 LF
30 inch CLASS IV RCP
J8
24"
J9 - J7
540.87
540.10
0.70%
110.00 LF
24 inch CLASS IV RCP
J10
24"
J11 - J9
541.06
540.87
0.55%
34.44 LF
24 inch RCP
J12
24"
J13 - J11
541.20
541.06
0.59%
23.56 LF
24 inch RCP
J14
24"
J15 - J13
541.57
541.20
0.51 %
72.02 LF
24 inch RCP
J16
24"
J17 - J15
541.83
541.57
0.52%
50.19 LF
24 inch RCP
J18
24"
J19 - J17
542.20
541.83
0.53%
70.00 LF
24 inch RCP
J20
24"
J21 - J19
542.60
542.20
0.54%
74.68 LF
24 inch RCP
J22
18"
J23 - J21
544.34
543.02
1.77%
74.68 LF
18 inch RCP
J24
18"
J25 - J23
546.92
544.54
1.82%
130.95 LF
18 inch RCP
J26
18"
J27 - J25
548.50
547.12
1.40%
98.61 LF
18 inch RCP
J28
18"
J29 - J13
542.25
541.60
1.65%
39.51 LF
18 inch RCP
J30
18"
J31 - J29
542.75
542.35
1.67%
24.00 LF
18 inch RCP
J32
15"
J33 - J15
542.10
541.87
1.14%
20.24 LF
15 inch RCP
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
K1
547.29
NCDOT ES-1 for 36 inch Pipe
K3**
551.89
7.88'
NCDOT 840.02 CONCRETE CATCH BASIN
K5 **
552.87
8.25'
NCDOT 840.02 CONCRETE CATCH BASIN
K7 **
552.95
8.02'
NCDOT 840.02 CONCRETE CATCH BASIN
K9 **
552.76
7.53'
NCDOT 840.02 CONCRETE CATCH BASIN
K11 **
552.18
6.64'
NCDOT 840.02 CONCRETE CATCH BASIN
K13 **
552.18
6.48'
NCDOT 840.02 CONCRETE CATCH BASIN
K15 **
552.29
6.27'
NCDOT 840.02 CONCRETE CATCH BASIN
K17 **
552.71
6.23'
NCDOT 840.02 CONCRETE CATCH BASIN
K19 **
552.71
5.82'
NCDOT 840.02 CONCRETE CATCH BASIN
K21 **
551.79
4.66'
NCDOT 840.02 CONCRETE CATCH BASIN
K23
551.42
4.09'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
K25
554.43
5.38'
NCDOT 840.02 CONCRETE CATCH BASIN
K27
554.43
4.48'
NCDOT 840.02 CONCRETE CATCH BASIN
K29
551.42
3.67'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
K31 **
552.29
5.74'
NCDOT 840.02 CONCRETE CATCH BASIN
K33 **
551.35
4.61'
NCDOT 840.02 CONCRETE CATCH BASIN
K35 **
551.07
4.12'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
K37
554.18
5.38'
NCDOT 840.02 CONCRETE CATCH BASIN
K39
556.47
5.75'
NCDOT 840.02 CONCRETE CATCH BASIN
K41
556.47
5.16'
NCDOT 840.02 CONCRETE CATCH BASIN
K43
551.07
3.77'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
K45 **
551.33
5.28'
NCDOT 840.02 CONCRETE CATCH BASIN
K47
550.54
4.16'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
K49
550.62
4.12'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
K51
551.68
4.88'
NCDOT 840.02 CONCRETE CATCH BASIN
K53
551.68
4.44'
NCDOT 840.02 CONCRETE CATCH BASIN
K55
552.61
4.67'
NCDOT 840.02 CONCRETE CATCH BASIN
K57
553.40
4.85'
NCDOT 840.02 CONCRETE CATCH BASIN
K59
554.74
4.98'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
K2
36"
K3 - K1
544.01
543.96
0.25%
19.83 LF
36 inch RCP
K4
36"
K5 - K3
544.62
544.10
0.51 %
102.78 LF
36 inch RCP
K6
36"
K7 - K5
544.93
544.72
0.54%
39.04 LF
36 inch RCP
K8
36"
K9 - K7
545.23
545.03
0.52%
38.80 LF
36 inch RCP
K10
36"
K11 - K9
545.54
545.33
0.52%
40.21 LF
36 inch RCP
K12
36"
K13 - K11
545.70
545.64
0.50%
12.00 LF
36 inch RCP
K14
36"
K15 - K13
546.02
545.80
0.56%
39.60 LF
36 inch RCP
K16
24"
K17 - K15
546.48
546.12
0.60%
60.00 LF
24 inch RCP
K18
24"
K19 - K17
546.89
546.75
0.64%
22.00 LF
24 inch RCP
K20
24"
K21 - K19
547.13
546.89
0.55%
43.85 LF
24 inch RCP
K22
18"
K23 - K21
547.33
547.13
0.52%
38.62 LF
18 inch RCP
K24
15"
K25 - K23
549.05
547.43
0.90%
180.34 LF
15 inch RCP
K26
15"
K27 - K25
549.95
549.70
1.14%
22.00 LF
15 inch RCP
K28
15"
K29 - K23
547.75
547.63
0.55%
22.00 LF
15 inch CLASS IV RCP
K30
18"
K31 - K15
546.55
546.40
0.68%
22.00 LF
18 inch RCP
K32
18"
K33 - K31
546.74
546.55
0.50%
38.18 LF
18 inch RCP
K34
18"
K35 - K33
546.95
546.74
0.55%
38.43 LF
18 inch RCP
K36
15"
K37 - K35
548.80
547.05
0.95%
184.58 LF
15 inch RCP
K38
15"
K39 - K37
550.72
548.90
1.71 %
106.24 LF
15 inch RCP
K40
15"
K41 - K39
551.31
550.82
2.04%
24.00 LF
15 inch RCP
K42
15"
K43 - K35
547.30
547.15
0.94%
16.00 LF
15 inch RCP
K44
24"
K45 - K11
546.05
545.85
0.53%
37.50 LF
24 inch RCP
K46
24"
K47 - K45
546.38
546.05
0.53%
61.99 LF
24 inch CLASS IV RCP
K48
24"
K49 - K47
546.50
546.38
0.55%
22.00 LF
24 inch CLASS IV RCP
K50
18"
K51 - K49
546.80
546.50
0.59%
50.94 LF
18 inch RCP
K52
15"
K53 - K51
547.24
547.05
0.79%
24.00 LF
15 inch RCP
K54
15"
K55 - K53
547.94
547.34
0.79%
76.02 LF
15 inch RCP
K56
15"
K57 - K55
548.55
548.04
0.79%
64.52 LF
15 inch RCP
K58
15"
K59 - K57
549.76
548.65
1.00%
110.57 LF
15 inch RCP
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
M1
548.00
2.94'
NCDOT ES-1 for 36 inch Pipe
M3**
554.15
9.43'
NCDOT 840.02 CONCRETE CATCH BASIN
M5**
554.22
8.87'
NCDOT 840.02 CONCRETE CATCH BASIN
M7**
554.01
8.49'
NCDOT 840.02 CONCRETE CATCH BASIN
M9**
554.58
8.85'
NCDOT 840.02 CONCRETE CATCH BASIN
M11**
555.41
9.29'
NCDOT 840.02 CONCRETE CATCH BASIN
M13**
555.52
9.17'
NCDOT 840.02 CONCRETE CATCH BASIN
M15**
555.31
8.79'
NCDOT 840.02 CONCRETE CATCH BASIN
M17**
556.02
9.17'
NCDOT 840.02 CONCRETE CATCH BASIN
M19**
556.64
9.34'
NCDOT 840.02 CONCRETE CATCH BASIN
M21 **
556.64
9.06'
NCDOT 840.02 CONCRETE CATCH BASIN
M23**
556.36
8.27'
NCDOT 840.02 CONCRETE CATCH BASIN
M25**
555.35
6.55'
NCDOT 840.02 CONCRETE CATCH BASIN
M27**
554.02
3.99'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
M29
554.82
4.02'
NCDOT 840.02 CONCRETE CATCH BASIN
M31
555.73
4.23'
NCDOT 840.02 CONCRETE CATCH BASIN
M33
555.93
4.10'
NCDOT 840.02 CONCRETE CATCH BASIN
M35
553.14
6.70'
NCDOT 840.02 CONCRETE CATCH BASIN
M37
552.31
5.01'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
M39
554.42
4.92'
NCDOT 840.02 CONCRETE CATCH BASIN
M41
555.41
8.76'
NCDOT 840.02 CONCRETE CATCH BASIN
M43
556.16
9.11'
NCDOT 840.02 CONCRETE CATCH BASIN
M45
556.14
8.29'
NCDOT 840.02 CONCRETE CATCH BASIN
M47
554.38
5.53'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
M49
555.60
5.38'
NCDOT 840.02 CONCRETE CATCH BASIN
M53
553.58
6.23'
NCDOT 840.02 CONCRETE CATCH BASIN
M55
552.16
3.96'
NCDOT 840.02 CONCRETE CATCH BASIN
M57
556.02
6.62'
NCDOT 840.02 CONCRETE CATCH BASIN
M59
556.32
8.67'
NCDOT 840.02 CONCRETE CATCH BASIN
M61
553.22
4.67'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
M63
553.22
4.07'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
M65
556.23
7.16'
NCDOT 840.02 CONCRETE CATCH BASIN
M67
557.34
7.44'
NCDOT 840.02 CONCRETE CATCH BASIN
M69
557.39
6.74'
NCDOT 840.02 CONCRETE CATCH BASIN
M71
554.51
2.94'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
M73
553.59
2.94'
NCDOT 840.02 CONCRETE CATCH BASIN
M75
554.02
3.79'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
M79
555.61
3.16'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM PIPE TABLE
PIPE #
DIA
FROM -TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
M2
36"
M3 - M1
544.72
544.67
0.21 %
25.64 LF
36 inch RCP
M4
36"
M5 - M3
545.35
544.81
0.52%
103.57 LF
36 inch RCP
M6
30"
M7 - M5
545.52
545.35
0.51 %
33.24 LF
30 inch RCP
M8
30"
M9 - M7
545.73
545.52
0.53%
39.48 LF
30 inch RCP
M10
30"
M11 - M9
546.12
545.73
0.62%
63.38 LF
30 inch RCP
M12
30"
M13 - M11
546.35
546.12
0.53%
43.33 LF
30 inch RCP
M14
24"
M15 - M13
546.52
546.35
0.72%
23.74 LF
24 inch RCP
M16
24"
M17 - M15
546.85
546.52
0.74%
44.81 LF
24 inch RCP
M18
24"
M19 - M17
547.30
546.85
0.80%
56.20 LF
24 inch RCP
M20
24"
M21 - M19
547.58
547.40
0.82%
22.00 LF
24 inch RCP
M22
24"
M23 - M21
548.09
547.68
1.09%
37.45 LF
24 inch RCP
M24
24"
M25 - M23
548.80
548.19
1.09%
55.86 LF
24 inch RCP
M26
18"
M27 - M25
550.03
549.40
0.60%
104.75 LF
18 inch RCP
M28
15"
M29 - M27
550.80
550.28
0.60%
86.56 LF
15 inch RCP
M30
15"
M31 - M29
551.50
550.90
0.80%
75.09 LF
15 inch RCP
M32
15"
M33 - M31
551.83
551.60
1.01 %
22.67 LF
15 inch RCP
M34
18"
M35 - M3
546.44
545.75
0.62%
111.29 LF
18 inch RCP
M36
15"
M37 - M35
547.30
546.54
0.73%
104.52 LF
15 inch RCP
M38
15"
M39 - M37
549.50
547.40
1.37%
152.74 LF
15 inch RCP
M40
18"
M41 - M11
546.65
546.55
0.83%
12.00 LF
18 inch RCP
M42
18"
M43 - M41
547.05
546.75
0.71 %
42.12 LF
18 inch RCP
M44
18"
M45 - M43
547.85
547.15
0.60%
116.73 LF
18 inch RCP
M46
18"
M47 - M45
548.85
547.95
0.55%
162.85 LF
18 inch RCP
M48
15"
M49 - M47
550.22
548.95
1.19%
107.09 LF
15 inch RCP
M50
15"
M79 - M49
552.45
552.33
0.55%
22.00 LF
15 inch CLASS IV RCP
M52
15"
M53 - M13
547.35
546.35
0.55%
181.88 LF
15 inch RCP
M54
15"
M55 - M53
548.20
547.45
0.52%
143.26 LF
15 inch RCP
M56
15"
M57 - M17
549.40
549.10
1.36%
22.00 LF
15 inch RCP
M58
24"
M59 - M19
547.65
547.40
0.63%
39.53 LF
24 inch RCP
M60
24"
M61 - M59
548.55
547.75
0.52%
155.22 LF
24 inch RCP
M62
18"
M63 - M61
549.15
549.05
0.63%
16.00 LF
18 inch RCP
M64
15"
M65 - M59
549.07
548.75
1.93%
16.54 LF
15 inch RCP
M66
15"
M67 - M65
549.90
549.30
1.60%
37.48 LF
15 inch RCP
M68
15"
M69 - M67
550.65
550.20
2.00%
22.49 LF
15 inch RCP
M70
15"
M71 - M47
551.57
551.45
0.55%
22.00 LF
15 inch CLASS IV RCP
M72
15"
M73 - M53
550.65
550.54
0.50%
22.00 LF
15 inch CLASS IV RCP
M74
15"
M75 - M27
550.23
550.13
0.63%
16.00 LF
15 inch RCP
s
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STRUCTURE TABLE. REFER TO SHEET C-720 FOR DETAIL. Z 0
JOB NO.
41946
SHEET NO.
C-403
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
L1
544.50
NCDOT ES-1 for 30 inch Pipe
L3
548.97
6.65'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
L5
549.44
5.16'
NCDOT 840.02 CONCRETE CATCH BASIN
L7
550.44
4.64'
NCDOT 840.02 CONCRETE CATCH BASIN
L9
552.24
4.54'
NCDOT 840.02 CONCRETE CATCH BASIN
L11
549.47
6.07'
NCDOT 840.02 CONCRETE CATCH BASIN
L13
550.45
6.20'
NCDOT 840.02 CONCRETE CATCH BASIN
L15
551.35
6.75'
NCDOT 840.52 PRECAST MANHOLE
L17
552.09
6.69'
NCDOT 840.52 PRECAST MANHOLE
L19
551.79
5.89'
NCDOT 840.02 CONCRETE CATCH BASIN
L21
551.79
4.06'
NCDOT 840.02 CONCRETE CATCH BASIN
L23
551.70
3.78'
NCDOT 840.02 CONCRETE CATCH BASIN
L25
551.81
3.80'
NCDOT 840.02 CONCRETE CATCH BASIN
L27
551.25
3.02'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
L29
552.12
3.29'
NCDOT 840.02 CONCRETE CATCH BASIN
L31
551.25
5.35'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
L2
24"
L3 - L1
542.32
542.25
0.33%
21.02 LF
24 inch RCP
L4
18"
L5 - L3
544.28
543.22
1.07%
99.20 LF
18 inch RCP
L6
15"
L7 - L5
545.80
544.58
1.20%
101.36 LF
15 inch RCP
L8
15"
L9 - L7
547.70
545.90
1.00%
180.00 LF
15 inch RCP
L10
24"
L11 - L3
543.40
542.60
0.78%
102.15 LF
24 inch RCP
L12
18"
L13 - L11
544.25
543.50
0.75%
100.00 LF
18 inch RCP
L14
18"
L15 - L13
544.60
544.35
0.74%
33.79 LF
18 inch RCP
L16
18"
L17 - L15
545.40
544.70
0.78%
90.00 LF
18 inch RCP
L18
18"
L19 - L17
545.90
545.60
1.29%
23.31 LF
18 inch RCP
L20
18"
L21 - L19
547.73
547.60
0.57%
22.89 LF
18 inch RCP
L22
18"
L23 - L21
547.92
547.73
0.52%
36.79 LF
18 inch CLASS IV RCP
L24
18"
L25 - L23
548.01
547.92
0.51 %
17.58 LF
18 inch CLASS IV RCP
L26
15"
L27 - L25
548.23
548.01
0.51 %
43.01 LF
15 inch CLASS IV RCP
L28
15"
L29 - L27
548.83
548.23
0.51 %
117.69 LF
15 inch CLASS IV RCP
L30
15"
L31 - L17
545.90
545.50
0.51%
77.82 LF
15 inch RCP
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
N1
551.75
3.21'
NCDOT ES-1 for 24 inch Pipe
N3
555.99
6.41'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
N5
556.71
6.46'
NCDOT 840.02 CONCRETE CATCH BASIN
N7
556.77
5.82'
NCDOT 840.02 CONCRETE CATCH BASIN
N9
557.03
5.90'
NCDOT 840.02 CONCRETE CATCH BASIN
N11
557.24
5.81'
NCDOT 840.02 CONCRETE CATCH BASIN
N13
557.69
5.74'
NCDOT 840.02 CONCRETE CATCH BASIN
N15
557.69
5.57'
NCDOT 840.02 CONCRETE CATCH BASIN
N17
557.22
4.87'
NCDOT 840.02 CONCRETE CATCH BASIN
N19
556.68
4.01'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
N21
557.32
4.36'
NCDOT 840.02 CONCRETE CATCH BASIN
N23
557.32
4.24'
NCDOT 840.02 CONCRETE CATCH BASIN
N25
557.65
4.28'
NCDOT 840.02 CONCRETE CATCH BASIN
N27
557.83
3.81'
NCDOT 840.02 CONCRETE CATCH BASIN
N29
557.83
3.69'
NCDOT 840.02 CONCRETE CATCH BASIN
N31
557.79
3.99'
NCDOT 840.02 CONCRETE CATCH BASIN
N33
557.79
3.52'
NCDOT 840.02 CONCRETE CATCH BASIN
N35
556.68
3.70'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
N37
557.65
3.57'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
N2
24"
N3 - N1
549.58
549.50
0.44%
19.00 LF
24 inch RCP
N4
18"
N5 - N3
550.25
549.65
0.72%
83.55 LF
18 inch RCP
N6
18"
N7 - N5
550.95
550.25
0.60%
117.52 LF
18 inch RCP
N8
18"
N9 - N7
551.13
551.05
0.67%
12.00 LF
18 inch RCP
N10
18"
N11 - N9
551.43
551.23
0.54%
36.75 LF
18 inch RCP
N12
18"
N13 - N11
551.95
551.53
0.64%
66.00 LF
18 inch RCP
N14
15"
N15 - N13
552.12
552.05
0.58%
12.00 LF
15 inch RCP
N16
15"
N17 - N15
552.35
552.12
0.63%
36.77 LF
15 inch RCP
N18
15"
N19 - N17
552.67
552.35
0.64%
50.30 LF
15 inch RCP
N20
15"
N21 - N19
552.96
552.67
0.55%
52.77 LF
15 inch RCP
N22
15"
N23 - N21
553.08
552.96
0.55%
22.00 LF
15 inch RCP
N24
15"
N25 - N23
553.37
553.08
0.66%
43.84 LF
15 inch RCP
N26
15"
N27 - N25
554.02
553.67
0.57%
61.00 LF
15 inch RCP
N28
15"
N29 - N27
554.14
554.02
0.55%
22.00 LF
15 inch RCP
N30
15"
N31 - N13
553.80
553.25
1.50%
36.77 LF
15 inch RCP
N32
15"
N33 - N31
554.27
554.15
0.55%
22.00 LF
15 inch CLASS IV RCP
N34
15"
N35 - N19
552.98
552.77
0.95%
22.00 LF
15 inch RCP
N36
15"
N37 - N25
554.08
553.95
0.59%
22.00 LF
15 inch CLASS IV RCP
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
01
544.82
NCDOT ES-1 for 36 inch Pipe
03**
550.36
8.61'
NCDOT 840.02 CONCRETE CATCH BASIN
05**
550.61
8.34'
NCDOT 840.02 CONCRETE CATCH BASIN
07**
550.99
8.52'
NCDOT 840.02 CONCRETE CATCH BASIN
09**
551.47
8.64'
NCDOT 840.02 CONCRETE CATCH BASIN
011
551.47
8.57'
NCDOT 840.02 CONCRETE CATCH BASIN
013
551.26
8.16'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
015
552.85
8.75'
NCDOT 840.02 CONCRETE CATCH BASIN
017
553.50
8.56'
NCDOT 840.02 CONCRETE CATCH BASIN
019
554.07
8.82'
NCDOT 840.02 CONCRETE CATCH BASIN
021
554.66
9.15'
NCDOT 840.02 CONCRETE CATCH BASIN
023
555.42
9.42'
NCDOT 840.02 CONCRETE CATCH BASIN
025
555.42
9.14'
NCDOT 840.02 CONCRETE CATCH BASIN
027
556.04
9.24'
NCDOT 840.02 CONCRETE CATCH BASIN
029
556.54
9.39'
NCDOT 840.02 CONCRETE CATCH BASIN
031
556.54
9.16'
NCDOT 840.02 CONCRETE CATCH BASIN
033
556.88
9.10'
NCDOT 840.02 CONCRETE CATCH BASIN
035
556.88
8.88'
NCDOT 840.02 CONCRETE CATCH BASIN
037
550.27
5.77'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
039
551.65
5.45'
NCDOT 840.02 CONCRETE CATCH BASIN
041
552.70
5.69'
NCDOT 840.02 CONCRETE CATCH BASIN
043
553.75
5.92'
NCDOT 840.02 CONCRETE CATCH BASIN
045
551.71
8.69'
NCDOT 840.02 CONCRETE CATCH BASIN
047
553.69
9.79'
NCDOT 840.02 CONCRETE CATCH BASIN
049
554.57
10.07'
NCDOT 840.02 CONCRETE CATCH BASIN
051
555.23
10.33'
NCDOT 840.02 CONCRETE CATCH BASIN
053
555.90
10.60'
NCDOT 840.02 CONCRETE CATCH BASIN
055
556.66
10.91'
NCDOT 840.02 CONCRETE CATCH BASIN
057
556.85
10.85'
NCDOT 840.02 CONCRETE CATCH BASIN
059
556.49
9.99'
NCDOT 840.02 CONCRETE CATCH BASIN
061
556.06
8.31'
NCDOT 840.02 CONCRETE CATCH BASIN
063
556.04
5.64'
NCDOT 840.02 CONCRETE CATCH BASIN
065
551.71
8.31'
NCDOT 840.02 CONCRETE CATCH BASIN
071
554.36
5.44'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
073
554.36
5.66'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
075
552.85
8.40'
NCDOT 840.02 CONCRETE CATCH BASIN
077
554.66
8.81'
NCDOT 840.02 CONCRETE CATCH BASIN
079
555.07
8.62'
NCDOT 840.02 CONCRETE CATCH BASIN
081
554.60
7.30'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
083
554.60
7.00'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
085
553.74
9.24'
NCDOT 840.02 CONCRETE CATCH BASIN
087
556.44
8.69'
NCDOT 840.02 CONCRETE CATCH BASIN
089
551.26
7.98'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
"STRUCTURES REQUIRE INLET SHAPING. REFER TO SHEET C-720 FOR DETAIL..
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
P1
547.09
NCDOT ES-1 for 24 inch Pipe
P3
552.28
6.76'
NCDOT 840.02 CONCRETE CATCH BASIN
P5
551.73
5.66'
NCDOT 840.02 CONCRETE CATCH BASIN
P7
551.33
4.93'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
P9
552.19
5.29'
NCDOT 840.02 CONCRETE CATCH BASIN
P11
553.44
6.06'
NCDOT 840.02 CONCRETE CATCH BASIN
P13
555.67
7.45'
NCDOT 840.02 CONCRETE CATCH BASIN
P15
557.71
8.71'
NCDOT 840.02 CONCRETE CATCH BASIN
P17
557.10
7.42'
NCDOT 840.02 CONCRETE CATCH BASIN
P19
556.56
6.66'
NCDOT 840.02 CONCRETE CATCH BASIN
P21
556.89
6.80'
NCDOT 840.02 CONCRETE CATCH BASIN
P23
556.34
5.59'
NCDOT 840.02 CONCRETE CATCH BASIN
P25
556.34
5.50'
NCDOT 840.02 CONCRETE CATCH BASIN
P27
555.57
4.47'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
P29
555.57
4.27'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
P31
556.47
5.12'
NCDOT 840.02 CONCRETE CATCH BASIN
P33
556.47
4.67'
NCDOT 840.02 CONCRETE CATCH BASIN
P35
555.66
5.18'
NCDOT 840.02 CONCRETE CATCH BASIN
P37
554.76
3.81'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
02
36"
03 - 01
541.75
541.49
0.21 %
126.55 LF
36 inch RCP
04
30"
05 - 03
542.27
542.20
0.58%
12.00 LF
30 inch RCP
06
30"
07 - 05
542.47
542.27
0.54%
36.77 LF
30 inch RCP
08
30"
09 - 07
542.83
542.47
0.55%
66.00 LF
30 inch RCP
010
18"
011 - 09
542.90
542.83
0.58%
12.00 LF
DOUBLE 18 inch RCP
012
30"
013 - 011
543.10
542.90
0.52%
38.22 LF
30 inch RCP
014
30"
015 - 013
544.10
543.10
0.51 %
196.43 LF
30 inch RCP
016
24"
017 - 015
544.94
544.57
0.53%
70.12 LF
24 inch RCP
018
24"
019 - 017
545.25
544.94
0.51 %
61.28 LF
24 inch RCP
020
24"
021 - 019
545.51
545.25
0.52%
49.91 LF
24 inch RCP
022
18"
023 - 021
546.00
545.60
0.51 %
78.85 LF
18 inch RCP
024
15"
025 - 023
546.28
546.15
0.59%
22.00 LF
15 inch RCP
026
15"
027 - 025
546.80
546.38
0.57%
74.00 LF
15 inch RCP
028
15"
029 - 027
547.15
546.90
0.57%
43.84 LF
15 inch RCP
030
15"
031 - 029
547.38
547.25
0.59%
22.00 LF
15 inch RCP
032
15"
033 - 031
547.78
547.48
0.68%
43.84 LF
15 inch RCP
034
15"
035 - 033
548.00
547.88
0.55%
22.00 LF
15 inch RCP
036
18"
037 - 03
544.50
544.10
1.24%
32.27 LF
18 inch RCP
038
15"
039 - 037
546.20
544.80
1.01 %
139.30 LF
15 inch RCP
040
15"
041 - 039
547.01
546.30
1.00%
71.09 LF
15 inch RCP
042
15"
043 - 041
547.82
547.11
1.00%
71.30 LF
15 inch RCP
044
30"
045 - 09
543.02
542.83
0.52%
36.81 LF
30 inch RCP
046
24"
047 - 045
543.90
543.02
0.51 %
171.42 LF
24 inch RCP
048
24"
049 - 047
544.50
544.10
0.53%
75.30 LF
24 inch RCP
050
24"
051 - 049
544.90
544.60
0.52%
57.41 LF
24 inch RCP
052
24"
053 - 051
545.30
545.00
0.53%
56.52 LF
24 inch RCP
054
24"
055 - 053
545.75
545.40
0.53%
65.49 LF
24 inch RCP
056
24"
057 - 055
546.00
545.85
0.57%
26.49 LF
24 inch RCP
058
24"
059 - 057
546.50
546.30
0.52%
38.75 LF
24 inch RCP
060
18"
061 - 059
547.75
547.00
0.60%
124.98 LF
18 inch RCP
062
15"
063 - 061
550.40
550.10
1.86%
16.09 LF
15 inch RCP
064
15"
065 - 045
543.40
543.22
0.82%
21.94 LF
15 inch RCP
070
18"
071 - 073
548.92
548.80
0.75%
16.00 LF
18 inch RCP
072
18"
073 - 061
548.70
547.85
0.55%
153.55 LF
18 inch RCP
074
15"
075 - 015
544.45
544.30
0.68%
22.00 LF
15 inch RCP
076
15"
077 - 021
545.85
545.61
1.09%
22.00 LF
15 inch RCP
078
15"
079 - 077
546.45
545.95
1.27%
39.38 LF
15 inch RCP
080
15"
081 - 079
547.30
546.55
1.19%
63.09 LF
15 inch RCP
082
15"
083 - 081
547.60
547.40
1.25%
16.00 LF
15 inch RCP
084
15"
085 - 047
544.50
544.35
0.67%
22.28 LF
15 inch RCP
086
15"
087 - 059
547.75
547.50
1.56%
16.00 LF
15 inch RCP
088
18"
089 - 013
543.28
543.12
0.73%
21.97 LF
18 inch RCP
STORM PIPE TABLE
PIPE #
DIA
FROM - TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
P2
24"
P3 - P1
545.52
544.84
0.36%
186.33 LF
24 inch RCP
P4
24"
P5 - P3
546.07
545.78
0.52%
55.75 LF
24 inch RCP
P6
24"
P7 - P5
546.40
546.07
0.51 %
64.49 LF
24 inch RCP
P8
24"
P9 - P7
546.90
546.40
0.53%
94.15 LF
24 inch RCP
P10
24"
P11 _P9
547.38
546.90
0.51 %
94.15 LF
24 inch RCP
P12
24"
P13 - P11
548.22
547.38
0.51 %
165.19 LF
24 inch RCP
P14
24"
P15 - P13
549.00
548.22
0.51 %
152.85 LF
24 inch RCP
P16
24"
P17 - P15
549.68
549.00
0.51 %
133.15 LF
24 inch RCP
P18
24"
P19 - P17
549.90
549.68
0.51 %
42.74 LF
24 inch RCP
P20
24"
P21 - P19
550.09
550.00
0.56%
16.00 LF
24 inch RCP
P22
24"
P23 - P21
550.75
550.09
0.54%
121.71 LF
24 inch RCP
P24
18"
P25 - P23
550.84
550.75
0.56%
16.00 LF
18 inch RCP
P26
15"
P27 - P25
551.10
550.84
0.60%
43.40 LF
15 inch RCP
P28
15"
P29 - P27
551.30
551.10
0.91 %
22.00 LF
15 inch RCP
P30
15"
P31 - P23
551.35
550.95
1.06%
37.81 LF
15 inch RCP
P32
15"
P33 - P31
551.80
551.45
1.59%
22.00 LF
15 inch RCP
P34
15"
P35 - P19
550.48
550.00
0.52%
91.04 LF
15 inch RCP
P36
15"
P37 - P35
550.95
550.48
0.52%
91.04 LF
15 inch RCP
STORM STRUCTURE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
Q1
548.69
NCDOT ES-1 for 18 inch Pipe
Q3
553.64
6.21'
NCDOT 840.02 DOUBLE CONCRETE CATCH BASIN
Q5
554.38
5.13'
NCDOT 840.02 CONCRETE CATCH BASIN
Q7
555.39
4.69'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM PIPE TABLE
PIPE #
DIA
FROM -TO
UPSTREAM
DOWNSTREAMINVERT INVERT
SLOPE
LENGTH
DESCRIPTION
Q2
15"
Q3 - Q1
547.43
547.25
0.85%
21.21 LF
15 inch RCP
Q4
15"
Q5 - Q3
549.25
548.00
2.01 %
62.16 LF
15 inch RCP
Q6
15"
Q7 - Q5
550.70
549.50
1.99%
60.25 LF
15 inch RCP
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
R1
548.44
NCDOT ES-1 for 15 inch Pipe
R2
15"
R3 - R1
547.39
547.32
0.53%
13.19 LF
15 inch RCP
R3
551.48
4.09'
NCDOT 840.02 CONCRETE CATCH BASIN
R4
15"
R5 - R3
547.70
547.40
0.50%
60.00 LF
15 inch CLASS IV RCP
R5
550.88
3.18'
NCDOT 840.02 CONCRETE CATCH BASIN
STORM STRUCTURE TABLE
STORM PIPE TABLE
STRUCTURE #
TOP
STRUCTURE HEIGHT
DESCRIPTION
PIPE #
DIA
FROM - TO
UPSTREAM
INVERT
DOWNSTREAM
INVERT
SLOPE
LENGTH
DESCRIPTION
S1
550.94
NCDOT 838.80 CONCRETE ENDWALL
S2
42"
S3 - S1
543.00
542.65
0.52%
67.51 LF
42 inch RCP
S1A
550.90
NCDOT 838.80 CONCRETE ENDWALL
S2A
42"
S3A - S1A
543.00
542.65
0.53%
65.84 LF
42 inch RCP
S1 B
550.96
NCDOT 838.80 CONCRETE ENDWALL
S213
42"
S313 - S1 B
543.00
542.65
0.53%
65.79 LF
42 inch RCP
S3
551.42
NCDOT 838.80 CONCRETE ENDWALL
S3A
551.35
NCDOT 838.80 CONCRETE ENDWALL
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82 \� \ I I I ` \ \ \
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I I i< // ` �/ ll ` \\ � I \ 1 \ \ \ \ ( / APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
D27 FFF=rrA 81 \ I' �JH / /
(� ARE LOCATED PRIOR TO CONSTRUCTION.
V , FGE=554.23 \� \\ / 555 / \ ` 60 r��FFE=562.03/ I l 1 JOB NO.
/ \ PE=554.48' iti\ D75 L I _ ` FFE=551.71 \ \ I I I 1 / I / 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
GE=562.93 /� F F FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
O�j \ 83 FGE=560.54 \ PE=562. 9' / / / ` A L I `-� H ` �\ 1 o ' I I I PUBLIC. 41 946
PE=561.37' I I 3. ALL PAVEMENT CUTS, CONCRETE R ASPHALT, ARE TO BE
68 c*� 1 u I o o s
_ _ . REPLACED ACCORDING To STANDARDS OF THE NORTH VILLE NA
/ STORM DR I GL� ENOREE DRIVE _ _ ` / DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
•/=554.08 -- - - --- - - -�/ \ � c9 \ / \ co I III I I I 1 I 1 \
5 F0P=553.50 \ p D62 EASEMENT > 64 (22- R/W) _� `n / I I I I l I 1 1 / / / 1 UTILITIES SPECIFICATIONS.
O / PE=553.75' `\ Il\4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-407
__ 5
PART 1926 SUBPART P, OR AS AMENDED.
l FGL=553.70 \ / \ - �\ - - - - - - _ / / \ o \ ° lry� ` , \\ FFE=553.71 1
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o ° 0 / o / / \ `\ 542 / O \ TEM RY TIMBER OR i / \ �O '/ \ 13/ l J \ \ ft 65
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WITHIN FLOODPLAIN. MITIGATION J3 4S ISSUEB'BY UPACE. / , \ �/ ' \ Q\ / / oN o
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0 o o O O o 0 REPLANTING FOR BUFFER / / 2 / / ' / �� / DUAL PIPES, T �� \ / FFE=553.57 700 MAJOR CONTOURS z o
MITIGATION. SEE SHEET L-200 FOR \Y / / .� \ \ \ /FGE=553.57 B
K3 K1 ° t g Ov x' / / \ CONTRACTOR TO \ D21 \ / E
o BUFFER IMPLEMENTATION NOTES. / 'Q \ PE�-p�53.24' w +,
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EXISTING 81' DUKE 1 I S FORM / \ _ I� w U U
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/ I EASEMENT ° p \ S / a a I / EXISTING 60' h _�_ �o STORM MANHOLE cn �a o z Z Z Z
0 0 O / 71 / CHARLOTTE WATER \ i _ 00 0
HEADWAL / / SANITARY SEWER C -7 C2$ /
/ / / I I 1 \. s \ EASEMENT
0/
,/ � o o � / 11 '° / � \ � / 700 SPOT ELEVATION o o U U U
huh / Ox/ _ % I 11 / / o I / S\. I.
/ / � ' � �� / \ \ \ ° D5 I \ Cos FFE: 700.00 FINISHED FLOOR w o � Q Q Q
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i � /) � I O � I / \ \ 0.20± AC. /' ELEVATION o w Z Z Z
NO DEVELOPMENT TO OCCUR WITHIN AP
OF BAN / / 1 1 ` I l / _ \ \ C23 4 STORM DRAINAGE -I
THE DUKE ENERGY EASEMENT PRIOR TO // / 1 l o - / C25 EASEMENT O O O
/ I 1 / / / /� / / C3 FGE: 700.00 FINISHED GARAGE � � �
COMPLETION OF THE POLE RELOCATION // 1 1
° � 20' STORM C3 ' / / ' \ /
� PROJECT BY DUKE ENERGY. A � - / ENTERL NE / � ELEVATION V W W W
O,r� TEMPORARY STREAM CROSSING SHALL / /� C 11I1 � �° DRAINAGE \
BE ALLOWED AT THE ORSON OAKS / / p _ /
U / CROSSING TO ALLOW FOR PLACEMENT F p EASEMENT _ - / \ ./ O 106 \ \ \ \ / G \�PE: 700.00 PAD ELEVATION O O
/ OF FILL ON THE WEST SIDE OF THE / I _ o C93 �/ h�j \ FFE=552.10 ' O j j j
541 STREAM. EMMETT DRIVE WILL BE USED / 1 / / C1 +A FGE=550.43 / % FPE: 700.00 FLOOD PROTECTION , M U U U
LLf AS A CONSTRUCTION EASEMENT, BUT / / S S! C65 - \ CE CE CE
W NO CHANGE IN GRADE IS ALLOWED AT \ / / / / 4 /- ^ 1 \PE=551.76 C21 / ELEVATION � w 00
00
_ \ i G2 C5 \ \ \ \ g Lu
/ THE EMMETT DRIVE CROSSING. I / 1 0 / - .� I / / \\ 107 \ \ \ / / , COS a � U rn
/ CONTRACTOR TO PLACE THE / / �� / 1 0 / 0 G6 / , � \ 0.31± AC. \ FLARED END LL cn z O O o
5. CR�� J _ , �� \ FFE=551.82\ / 0
/ NECESSARY SIGNAGE AND FLAGS TO o \ / / �� / I / \ 0 SECTION W/ RIP RAP W z ui w N N N
NDIST o / FGE=550.15 , L \ \ \
540 NOTIFY WORKERS OF LO OVERHEAD\ O EN SPACE I I I l ° / / \ \ o / C6 / i II PE=551.48 / / ��'�_ J / \ \ / APRON Q ; o \ \ \
POWER LINES. _ ' p , V - N M
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0 I o / \\` C // / / \ FFE=551.3�\ / ,/ \ \ \� \ / �� a STRUCTURE ce m DATE
o / , \ \ FGE=549.69 \ / \ , O
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SHEET NO.
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�E=558.2- 27300
Lo
PE=5
\211 PE=558.48' \ / 284 \ -
` FFE=557.84
j 49 p M79 \ FGE=557.84
1
FFE=558.03
= v / FGE=556.86 \ 4
212 PE=557.70' � �
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\FFE=557.31
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PE=556.97' /\�O
C \ FF E=557.2\
\ PE=556.92' 286 \,
` OA 213 % / \ / FFE=556.88
FGE=556.88 \
% PE=556.54' / \
FFE=556.97 ■ 71 /
FGE=555.81 � M2
214PE=556.664' / 0 / �\
287 v
\` FE=556.33 \ E5
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545-2--P `0 ° 0 0
288
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FGE=555.25 \ / C-OL 6.25
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0
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217 FPE=546
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218\\ \ �i
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57.11
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E LINE /FE=558.02�
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\�28+_ AC OF IMPER I AREA / O ° �� ® PE=557.69�
\ �\ WITHIN FLOODPLAIN. MITIGATION o S \ ` 223 4
PROVIDED BY 2.03±AC. OF TREE o
\ / / \ SAVE AND 0.53± AC. OF
REPLANTING FOR BUFFER
/ �y(
U FERI IMPLEMENTATION NTATION2NOTEES.
/ � ■ \ �
LE
` FFE=560.02132 _
FGE=560.02 % 17 J27 ��U �OF ESS 104i� � 10
T PE=559.69'556 = S
/ 131 \ / 1 I / J25 cs ,
\ FFE=560.11 P21 1 1 I ' cS� �` P2■9 Q27``S`s6P' 2�5 \FPGE�E==560.1/1
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/20191� ��l 27 E-558.44 991 FGE=557.5 FGE=557.09FFE-556.65 IF121
�\ GE=558.44 PE=557.66' PE=556.76' FGE=556.65 FE=556.28/ 9� oD E=558.11' . PE 556.32' 120
7.37 FGE-558.89 E .62' PE=558.56' E55595 FE=555.66 LEGEND
129 FGE=555.07 119 o556 cv
STORM 700 MINOR CONTOURS co N
' DRAINAGE FFE-559.5 \
/EASEMENT \ FGE=559.55 f - 555 \ \ / PEE5554183/ 118 / 700 MAJOR CONTOURS z
FFFF E=557.5\ I 130 PE=559.2� / -i K57 i / w -b E
FFE= .80
FGE=557.00 1 \� /FGE=5 .22 ® PROP INLET
PE=557.25' \ FFE=559.55
271 / / P31 FGE=559.55 _ _ - - - - K5$ F-
PE=559.21' K41 - _ PE=55 .47' H
_ � 11 � SLAB TOP INLET W v
\ Q
oM
FO 'FE=554. °C LL r
/FFE=558.14\ �Q / FGE=553
o '9 K39 �, ❑O CURB INLET a O N � o � cn �
Lu
FGE=557.56 ��� tip �' ` �\ / - PE=554.1 Lu
PE=557.8� P33 �So-� / �� i ' �\ ks Om DOUBLE CURB INLET cn W W W
270 / S'i/'G ti Q�� fig\ P� o/ \ / 6 U O o
G � z��� °L
/ FE=558.44 \ J \` O�c,O \\P Ol � STORM PIPE < _ a w U U U
\ FGE=557.86 k0 0 �1 u' p V -a o
2 9'-558.11' / \ �6 / STORM \ 8 �/ ` STORM MANHOLE U) a CD z
/ h ,/ / DRAINAGE �\ \��SA 00
O O O
-0 �
rljO
hh \ \` EASEMENT \ 700 SPOT ELEVATION ~ o CD U U U
/ 2:FFE=559.24 ,n %�
\ FGE=558.08 \ �, / \` \ COS , '11�` w p O o Q
PE-558.9y/ / K37 \ 0.21_ AC. /� \ \ FFE. 700.00 FINISHED FLOOR w Q Q Q
J
COS / �\ / /FFE=555.22 ELEVATION CD
0.19± AC.
FGE: 700.00 FINISHED GARAGE
PE=554.8� /
250 K5 ELEVATION u W W W
257 / S •\ / / FFE=554.45 J a
�/ FGE=553.28 O O O
FE=557.45 h'\ / \ � / PE=554.1 � PE: 700.00 PAD ELEVATION � � � �
` FGE=557.45 h \ \ / 249 / 1� O '" U) '"
\ � 256 IFFE 53.77 FPE: 700.00 FLOOD PROTECTION � LLI LLW W ,
cjhrO M69 \ PE=55 .1 J , ,
ELEVATION Lu -
00
FGE=553.19 � o C2 CE C2
FE=556.67 P,1�=553.44' w
FFE=558.91 / \�6 / g N
67 FGE=556.67 �� F \
FLARED END aL z o 0 0
STOR� � � / / FGE=557.74 / �` ■ / C \ / / 24g � Q � U
DRAINAGE \ \ PE=558.5 � K 5 PE=556.33' 255
M23 / / / / \ �c h� 0 SECTION W/ RIP RAP W z Lu w r\, N �,
SEMENT 267 / p 4j , J < \ \ \
291 / \ /� / FFE=558.75 \ \ FE=555.96 / K bh / / 47 APRON z o \
/ ( N X FGE=557.08 / /FGE=555.38 / \ /
;.30 PE=558.4 / ` PE=555.63' 254 \ co z O O O-i
/ \ / / \ / \ OUTLET CONTROL c - a
14'/ M21 ' �\ 266 /FFE=557.88 \ 0, 9R> ( ✓ / FFE=555.27 / c�, / . STRUCTURE ce DATE
OS l M65 / FGE=556.21, / \ �� ��Lp / FGE=554.69 K35 `E- \ / LL
// ,
265
/ O � � C/ / 253 '`rSg � � 12/19/2018
/FFE=557 05 \ JF \ /E=554.58 / / \ \` K45 / U DRAWN BY
M59 / FGE=555.38,
M57 PE=556.72 / \ \ \ PE=554.24' / �\ / A. DALE
/\ /� 264 / N � cn
M1� FGE=555.37 �` /� SS
/ oo � 3 / /FGE 553.85 � DESIGNED BY
6' / PE=556.21' i \ / / / Y • O
� � � PE=553.52' K31 ■ � v z
263 � \ � \ / � / 251 11 • � J. HORTON
292 / /FFE=586.00 \ `� ✓ / FE=554.07 / `�'
1 FFE=558.04 / / \ \ / FC�E=556.00, / ■ \` K23 / / ' GE=554.07 / // 0 \ • � CHECKED BY
FGE=558.04 / \ `\ / 2RE=555.66' / PE-553.73' K15
PE=557.71/ A ZZ.• / /FFE=555.89 \ • Lu
o C. TODD
FGE=555.89 21
15 �/ STORM / A K9 � SCALE
FEr57.75 tq AINAGE r / PE=555.55' / \
/FGE=557.17 h/ EAS ENT M61 261 / '`r22 � u AS SHOWN
PE A57.42' 294 / FFE=556.03
/FGE=555.45 FF!=554.86 • z0
\ \ 0 /FFE=556.88 \�;L/y \ \ / / / 2 0E=555.70' / 8 l FGL=553.70 �
_ / FGE=556.30 R\09 / / PE=554.53' •
%kl�\PE=556.55/ 295 `� / FE=555.46 \� 245
S •
FGE=554J �` \
\ 'SS6,\ �Ss ✓ / FFE=556.62 / / hh PE=555.1 \ ' 0
FGE=555.45 259 ' \ \ \ �\ �E_555.20 & �
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o FFE=556.66�E=554.55'O 1 26
/
° to \ `L 1 FGE=555.49 FGE=555 / ■ s ,% �// / h`o \ \ 243 \ Q�
° \° \ 1 M5 0 � � 1 PE=556.33' / / \` SQ M73 / 2(38 / / / \
O \ \\ - FE=554.52 \ �� ° I / / /FFE=556.29� \ ✓ FFE-55jr188 / i� \ \ / FGE=553.36 /
\ \ ° \� \ \ ° 1 FGE=555 3 60 \ / l FGE-555.88 / \ 00 \� \ I �/ O ` \ M PE=555.96/ PE�55.5� / 299 / /\ �` 23 / / N. \ E=554.1242
° / ° 1 / 226 / ;2i�L \ L . /`
\ \ o \ \� \ \ D� `\. FE=555.92\ /S�q ✓ / FE= '56.08 - \ N
\1- / M53 \ CF \ / FGE=555.50 `� /FFE-554.17 / / U)
o _\ \ \ \ I / / \ \ / FGE=554.76 / 9 ` PE=555.75'
�\ o \ \ \ \ \ \ O \ 1 1 \ \ \ 5 27-555.59/ ' ` Y \ / ` L 19 \\ EE 553 803' \ K3 /
\ ° 0 \ \\ ,I\ ° '\ \ SS \�� \ _/ FFE=555.55 �SQ \ COS \ / S\ 241
\ \ \ \ O \ 7 \ \ ` 0.-16
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o ° \ 228 27 \FGE=552.62
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229 SEMEN �
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\ G 60' CE T ^o \ ��� \\ \ \+ 1 /�h 007 �! o� \ \ Y / / �/ WITHIN FLOODPJI AI MITIGATIOON
\ \ °i - \\ \ q0 I / / / o _ / - PROVIDED BY 2.03± AC. OF TREE
r y TARP O\�\ O \ 10 cs / \ \/ 4S� ° .� \\ �\ / / / SAVE AN9.U53± AC. OF / / /\� CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING EASE NT \ O Q / EXISTING 81' / APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
\ o \ 1 \ \ \O T \' J I / ° , REP
L} ING FOR BUFFER / - / ARE LOCATED PRIOR TO CONSTRUCTION.
\�O/ O�\\\ \ \ \ I\\ \ ,/ I\\� '\ / / / DUKE POWER R/W MITIGATION. SEE SHEEYL-200 FOR / JOB NO.
t3° \ O ` \ \ b��° ` / �°' ° \ _ \ / / BUFFER IMPLEMEN TION NOTES. 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
W \ \\ O \ /�\� FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
-O � \ \ \ \ \ \Q° \ / O PUBLIC.
\/ \ \ ° \\\ \ /\ / / / / \/ `l J3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE 41 946
° \\Q ° p O REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
O DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
O O \ - �/ % 1 8. O /� \\ / - - \541/ / �/ \ _ UTILITIES SPECIFICATIONS.
\ \\1 \ I \ - / ' \ ° \ ° \ \ \ \ \ \ \ \ \ O / /O O\� V\��i / / \{ / \ \4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-41 1
S \ O O \- /c PART 1926 SUBPART P, OR AS AMENDED.
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BUFFER IMPLEMENTATION NOTES.
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> \ 15' STORM / / o ° / 00 0\
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1 S ORM\ ° o / \ S / ° ° / I �\ \ / / / / HAROLD F. GRIFFITHS
° \ �� o� / / \ \ \\ / / / / - / D.B. 18467, PG. 509
DRAINAGE
7' CLEAR ZONE SEE o � / \ � M.B. 14, PG. 143
T EASEMENT DETAIL SHEET C-701 9 o S M NI 1 \ 1 / PIN: 205-081-13wt r
y LO F N� /
55- / / / / U
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R3 - 552/ - 553--' Iw) _ \ \ I / / \ / \ 552 le r w
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552 % III 150
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II
555 ILO 149
/
PROPERTYLO 148 V LINE151 FFE=555.13 FFE=555.46 PROPOS
52 FFE=554.99I FGE=555.13 FGE=555.4 FFE=555.17 TREE L�ED �-
-
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FGE=554.99 IPE=554.80' 14FFE=554.61 �' PE=555.12FGE=554.59
1 154 iE=554.2 Q EPE=554.66FPE=549.0 PE=55.'/I' /
FGE=554.2'E55428' PE=549.0 44FE=555.49
d' FFE=553. FPE=549.0 FGE=554.32 �155 FGE=55 pE=553.91PE=555.15/ 14
FFE=553.5 FPE=549.0
GE=553.5 I PE=5�3.54' 4 I 015 17
1 55 O FE=955.74
IP 5 17' PF 549.0 J ME=554.57 4/ `SS P9
FPE=549-(r I i l PE=555.41
553 145
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SEMEN. 4 5551� 556 APE=556.09'
55 I jl:5:5'�99
9 �55454 FFE=�.3 I FFE=557.73 fGE=557.3 I / 021 /
FGE=557.73 I PE-557.05' 143
194 6 FFE=557.11 \
FFE=557.73 STORM � 1 \
5= GE=557.73I I IPE=55Y.40' I I 077 0 FGE=555.94 P11
FFE=557.6 I � 195 DRAINAGE \ / 1 \
PE=556.78' / � /
i FGE=557.6 E=557.40 I 196 I I EASEMENT ` S6
FFE=557.2 /
FGE=557.2� PE=557.27' I I yy1' �` � / � � � 1 // / I\ � \ � \ 560 -
FFE=556. 4 I I PE=556.90' I / 197 I I I 0.12O AC. 079 Q'v 1, / 1 / / I I \ I
I EE 556 50' 1 198 1 1 I 1 I I I / N / \ I I I \ v ` 560
I 199 I I I I I I NO ` IFFE=557.05 I h
I I FGE=556.05 I 200 PE-556.88'
LEGEND
MINOR CONTOURS
-700
MAJOR CONTOURS
-700
®
PROP INLET
13
SLAB TOP INLET
❑O
CURB INLET
Om
DOUBLE CURB INLET
STORM PIPE
QQ
STORM MANHOLE
><--700
SPOT ELEVATION
FFE: 700.00
FINISHED FLOOR
ELEVATION
FGE: 700.00
FINISHED GARAGE
ELEVATION
PE: 700.00
PAD ELEVATION
FPE: 700.00
FLOOD PROTECTION
ELEVATION
FLARED END
0
SECTION W/ RIP RAP
APRON
13
OUTLET CONTROL
STRUCTURE
SLTFL
35H03
P' ER
1'tl10/31 /2019
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193 � I � �PE=557 73'\\ � N
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FGE=557.3 co I I \
' I 190 555 FFE=559.0(� pE=558.22" 139 P13 I
73 I FGE=557.8 I 0 FFE=558.55
I I 189 I FI'E=559.3 1 FGE=557.97 I
II GE=558.20 I IPE=558.67' I L55 IPE=558.22'1 \ U
188 FFE=5-'-K3 FGE=558'39 PE=55904'8
I 187 I FFE=559.56 I P5 559.23' I 1 1 \ \\ /// O Z
1 - \ I / P/D # 205qM7 z J Z
186 1 FFE=559.33I EE 559 239 I 558 ! y � F
coI I FGE=558.16 / I I STOR f�FFE=559.05 138 HAROLD F GRl l TRUSTEE LU Q
185 FFE=559.08 PE=559.00' / DRAT �\GE I FGE=559.05 crn I \ I J J
184 FFE=558.7� I I I / / / OF THE HARD RIFFITHS Q
11 FGE=557.91 0EASE NT � IPE=558.72' ' � 1 A 1 � � I II / 5E
I S� FGE=557.54 I IPE=558.75' I I - 1 1 / REVOCA L UST z U a
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Z EAMENT 1 rL PE=559.72' I co 55 \ - / / Q a
/ I PE=559.18' I 1 00 \ I J
71
N 17
■ 1 FFE 559.72 279 �1
I�= 1 I ■ rFFE=560.09135 1\ - 19 1 2 LO pGE=559.14 FFE-559.89 Q / 35' BUFFER
5E5N2 E=559.39' 277 FGIFGE=560.09 559
5PE=559.56' UI PE=559.75' r /
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\ \ 563
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15 �_ \ GE=559.31 I
---- E=559.56' 276 FGE=559.05
� 1 �P1 ` FGE=560.23 �
PE=559.30' 1 PE=559.89' / / \ 5 0\-
1 _ � -\ - - -563
1 1 FFE=560.36 � �
FGE=559.78 i i \ SCALE 1 -40
1 08 � 281 \ � / / COS // / 562_ -
I j1 PE=560.03' IFFE=559.56 Z)o 1 560
FGE=558.98 , O\ FFE=559.51\ 133 \ \ / P35 1 ,S6? - -5568 560 0 40' 80'
i � �- FGE=558.93 FFE=560.23 � \ � STORM / 50� � �
U PE=559.23' O 275 _ \FGE=560.23 / / \ / DRAINAGE o - _ 55 \
9 � cL� PE-559.18' - -- J..� - � 9 69
55 PE=559.89' / / \ 559' EASEMENT I - - '55 5
\ / 7 \
CD1J FFE=559.74
FGE=559.15
I 209 PE=559.40' I �\7z�n 282 O\ / FFE=559.02 ON / / , \ P -�2' RIW)
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FGE=559.02 M33 i / FFE=559.06 �i A FFE=560.02132 /
/ FGE=558.48
\PE=558.68' ` \ 274 PE=558.73' , \ \FGE=560.02 / 17 - / ~ ° - J27 -
i PE=559.69' 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
/ ` S6, / �' I I r \ SS6, APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
GE=559. $��� \ �" \ / _ _ r I q� ARE LOCATED PRIOR TO CONSTRUCTION.
FGE=558.43 / �� 283 \ \` ` \ O \ - 1 I I I \ �SSS( 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING SOB NO.
\ ` 210 PE=558.68' , FFE=558.5t\ 131 \ I I I I _ I \ J25 ss js PUBLIC. MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
\ FFE=558.58 M31 \ I�AT LINE- � E ET 41 1 \
FGE=557.92 FFE=560.11 P21 41946
FGE=558.58 / i \ FG=60.11 / 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
`�E=558.25' PE=558.17'125 123 I REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
\ `I / / / SS3 DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
\ / / , \ 273 \ �\PEc=5�5`9.77' / � / / \ / \ I 126 I 122 I / UTILITIES SPECIFICATIONS.
\ \ i FF E=55 88 2 \ cfl ` / \ / scS �cP `n I FFE=557.99 FFE=557.5,I I FFE=557.09
\ / \ 27 / \ 127 I I � I 121 / \ 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
` FGE=557.65 � ` � � � / \ s � � 2 � FFE=558.44 I FGE=557.99 FGE=557.5 FGE=557.09I FFE=556.65 / � C-412
/ CS ■ _ PART 1926 SUBPART P, OR AS AMENDED.
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Off\ \ / I \ o\\` BUFFS 1PCEMENTATION NO 547 / / ���i�i'll►�`� 10/31/2019
\\° °�\ 549 U 1 N
535 \��� _ 7\ IM F( LEGEND o E
100' SWIM BUFFER / \\ ° o / o o / \ \' \ 1 �5\ 1 155 F 55 p 700 MINOR CONTOURS
\� ' \� \ ° ° / \ �/ 039 1 1 1 1 1 FFE=553.5 1 FGE=5513.8 IF N vi
30' STREAMSIDE ZONE-, \ \ _ 537 \ I / 1 1 1 GE=553.5 \ PE=5� 3.54' 1 U o
�53\\° ° _ -- - o'o \` 156 \ 1 p53 97 PF549.0 1 ` 700 MAJOR CONTOURS E
45' MANAGED USE ZO - \ _ _ \�� ° \ / \ _� FPE=549.(T' .E
° \\\ 1 \ \ \ 1 \ \ 157 FFE 553. 0 O�� 1 L w
_ 553 F- L
\ FGE -5al 4 v w ® PROP INLET
158 FFE=554.0 � �
-o FGE-552.8 P 5549.0 91 21 - u
R ° FFE=5�.5 Ff'E=549.0 a W U
UPLAKB NE (WI VAf21ES I 0 \ o �538 �\ / / % / 041 1 C,E=553.3 1 PE=553.73' 1 Q ° c Lu V
� � _ � �53\ � � - ° 160 E=554.19' PE=549.0 1 011 3 - Q SLAB TOP INLET � ''" 0 0
_ 554 FFE=554.9 1_ / w
3 '-'---- S \FFE
GE=553. PE: 546' aLL Ln Z
�� 3 \\ FFE=555. \ \ PE=549.0 \ ' ❑O CURB INLET Lu O N 0 V1
°FEMA "\ o _ \9 \�� / FGE=554.5 o FPE:54T
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\FLOODWAY- o \ O \ PE=555.38 1 1 m a r- .� rZ W W W
/ 540 � -' PROPOSED \ 161 PE=549.0 ° 1 CEDAF W °� M Z Z Z
\ , FFE=556. PE=549.0 /0 1 13 ,�- 0 DOUBLE CURB INLET U O cn o
° o 'S39 ° �\\ \\ TREE LINE - S ORM O8� X U O O O
\ / FGE=554.8
/ O _ - _ \\ - �0� \ 162 \ \ E-555.70' i 55g / 554 045 pFrTAGE STORM PIPE Q = ; u- w U U U
540- / 541 FFE=556. 552 - - 065 EASEMENT 0 V a o
STORM MANHOLE cn z
E-555.99' Z Z Z
\ �\ ° S`s6 - 555 �70o SPOT ELEVATION 2 w p O
\\\ o 553 -1 o Z Z Z
FGE=555.90 \ f FFE: 700.00 FINISHED FLOOR w -i Q Q
\ h0 PE=556.73' , 085 1 FFE=557.2� F ELEVATION o w Z Z Z
E=549.0 / E: 5 7 FGE=557.2
- 1 FFE=556. 4 O O O
: 547' PE. 5 FFE 6 FGE=556.8�1 1 1 PE=556.90'
FGE: 700.00 FINISHED GARAGE
- _ - - ��� PE=556.50 \ ELEVATION W W W
' 0 `\ 1
\ o ° o \ N / \ ��� \ 164 FFE=557. \ 0 556 �g6 FFE=557. FGE=556. 61 1 \ 199 J a
\\\ v ` \ / FGE=556.13 O49 5 FFE=557. 1 1 PE 556.53 200 \ J
\ \� � \ \ \ 55 1 FGE=557. 1
\ 0 o PE=556.96' O O O
\\\ �S\�\ 1 0 / COMMUNITY / \\ PE=549.0 FFE=558 9 FGE=557. 51 1 PE=556.9 \ 1 \ \ PE: 700.00 PAD ELEVATION uj W W W
\\ o ENCROACHME T LINE \ 201
FGE=558.1 PE 557.4 ' \ I p
\ \ \� \ \ - 45 , / FFE=558.63 \ PE=557.8 \ 202 \ 1 FPE: 700.00 FLOOD PROTECTION J W W W
�i� �j - FGE=558.63 \ \ \ \ } r�
\ / - \ 203 ELEVATION w 00 '
0 ° / \�\\ \ / �545 � / � �" 165 ` p 1 FGE
FE_558.� 1 �PE5549 0 204 1 1 1 1 1 � � � � � rn �
/ �/ FFE=557. , I w r�l
\\\ ° �� �� \\ \ FGE=556.12 051 h0 ( G 558 \ \ \ 1 1 J Q H U
\ \ 1 PE=558.42' 205 \ 1 \ 1 556 FLARED END LL to z o 0 0
\ �o / \ 1 \ \ \ 0 SECTION W/ RIP RAP ,,;
o i 37.69± ACRES b 0 0 o FPE=549.0 W z w N N N
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to
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0 - - c I I 166'FFE=557.7513
�\ 0 0 0 0 0 0 0 0 FGE=556.58 i \ -� STRUCTURE
\ _ DATE
o 0 0 - o ° ° _ - PE=557.42' Ow
" / \ \� / �o �� 0 0 0 0 0 0 ° 0 J _ �' \' I I FPE=549.0 I p 1 �r I I-� ' ,
�\/ \ 063 I_� 4 1211912018
\\\\ ° 0 ° ,' / \\ .5p5�e �0' 0 - - �n - _ C S 55 555 i t;�
° \ 0 0 °� ; - I �co' 0 11± C. -i - - 073 DRAWN BY
Lo
y42 \ / / \ / 0�0 y46� / � - - - FFE=557.84 � N 5 � A. DALE
\ \ \ '\ o I 167 FGE=556.67LO
0 0 0 / o � PE=557.51' I � � TESSiWI 061 / \ oc
\ 0b\\ 0� Q1 Q3 - _ DESIGNED BY
\\\ 0 ° o \\ �' ' o - \ �k1� / � / i - � - � �50 - -557 1 1 18t • O
° \\ 3 , ' \ J" - d O _ - 185 J. HORTON
\\ ° \ 0 6k MUNI 0 0 i / / / / L I SSA O -�- _ 1 11 e FFE • 0
I FFE- ` 1 \ 1 184 \ FGE CHECKED BY
° \\\FLOOD /INGE o\A � � / / � I / • _
, o / ' i / / 15' STORM ' 168 FGE=557.20 '( 55 059 1 \ \ 1 1 559 183 \ - \ FE=558.36 1 PE=
\ \FEM 00 / / i DRAINAGE I ` \ �� 182 \ FFE-559.1� E 55.03' • Lu C. TODD
9 / � � PE=558.03' � STORM 1 E=558.03' w
01 o S RINGS \ O o EASEMENT ' 57 FGE=558.0 1 1
\\ F\\ 4 o ° / i 1 / DRAINAGE 181 \ FFE=559.45 • • >
0 0 Tj h o / 5�9 / PE=558.84' w SCALE
\ o o O / / i , / EASEMENT GE=558.29
°��� 'i/,o7 ° ° / / , , / 1 \ �\ 055 COS cb 180 1 FGE=558.681 AS SHOWN
/ E=559.12' i U
\�\\ o i / h 179 \FFE=560.271 1 • Q
i 0 0.10± AC4� PE=559.52'
B,c F0 0 O i / i / FFE=558.79 FGE=559.10 •
\\ ° \\\ p5 p� / / 55 ' / \ \ \ FFE 560.60 FFE \ \ N35 z
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o 6Q '�?�y\ 0 0 0 0 / \ Q5 169 GE=559.43 GE=559.43 0
0 \\\ S6' ° ° / i i / �55� i i' \ - PE=558.46� 5 - E=560.27' 1 PE=560.27' 1 >
0 0 0 0 0 0/ / i
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\ \ \\\ 0 0 p1 / i / / / ' ' / / i / ` FFE=559.15\ \` Q O
o \\ 0 0 6 �' / - / �' 3/ / / _ _ - FGE=557.98
0 0 \\\ \ 55 / 170 PE=558.82',X � _ N33 N - - 1 N 17
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0 0 - l / 5 / 1 �\ �- N31 ^ 5�558
0 0 36\\ \ 0 0 ° _ , FFE=559.8\ �, ` / _55
o / 5y5 / / Q7 ` // FGE=558.72/ /DoAU N RL _ 559 5 - O
° 0 y6 i / PE=559.569/ /\ FFE
�5\\\ o / - - _ - / / S\ 171 /h / _ ■ -559_ N 4 207 FGE
\�\ 3g \� ��ti �/ / ' - i - / i ' 1 \ \ \ `\ FFE 559.75 55g N 13 �E�
0 5 \ 0 / 5y6. 1 ` / FGE=558.59
0 0 \� \\ \ o ° 6� / ` .-- J / 1 \ PE=559.42" \ i
\\ 0�, 0 0 0 .5�` _ 1 ,� \� / 172 /FFE=559.96 i 1 FFE=560.14
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\ ° 0 0 ° 0 55 / - - - - - - - _ 1 \ S \ / h0 FGE=558.79 / I 564. I rFFE=560.5 1 PE=559.81' 1 (V
a / - - - \ 5Q FFE=560.26 FFE=560.38 178 208 Lii
\\\ \ 0 0 0 0 5 1 1 1 \ ss \ 4� PE=559.62' //FGE=5 0. 6 I7FE 560 I FGE=559.21 FGE=559.35 U)
173 FGE 559.2$ \ \PE=560.18' \ \ \ U�
o ° 546 y56" I I� PE=559.93' I I PE=560.05' 177 STORM v�T
\ M 0 0 _ o ' 8 _ / \ / / I PE=560.05' I N 11 1
\\ o ° 0 ° 546 5� / \ 174 176 \ 1 \ 1 DRAINAGE W U
00�-0 0 5 / ` I 175 I EASEMENT ' / cu s
\ \^ 550 \ y5� I 7' CLEAR ZONE SEE O Q
\ \00 DETAIL SHEET C-701 N9 1 1 z Z z
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\ �� ° O Ss� 5 O p O O O / / ° O O ° \ \ 1. CONTRACTOR IS FULLY RESPONSIBLE 1FOR CONTACTING
\ O\\ /� ° ° s `c) 5 5¢ / / O \\\ °/ ° / S / / ° APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES -
/ O p O 5¢ O 0 O Qj p ARE LOCATED PRIOR TO CONSTRUCTION.
0\\\ 0 0° s9 s s53 553 o\ C.TREE AVE \0 /ss / / o / o� JOB NO.
\� O Q O \ S O Q / 6 O \ 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
�pV�' \\ �° �� (� �7 ° O`S2 552/ / / O �O O \\ s�� AS o / O/O o O \\\ S42 \ U P BGIC EN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
M Fro ° ° ,�\o ° ° / ° ° ��� �S o ° / ° ° ��� �- 41946
\� � (, \ � O O O O 5 ssJ � / / O O O \\ \ 57S\ O / / ° � \ \\ � 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
E �\ O p O O / O REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
o \ !� Q' s o 0 50 551 / O O 0� \\\ S 5¢2 O ° / [ O ° \\\ \ DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
O \ \ O ��( '` Q� \\ 0 O O O O O S � / ° ° \ s �7 \ �O UTILITIES SPECIFICATIONS.
\\ O O O O O L4g 0 �/ O \ S s� O ° \ 12 \ \ 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-41 .3
0 n O 0 O 547 550 5 / S \�'j �p O O O y41 PART 1926 SUBPART P, OR AS AMENDED.
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\Q D19 D25- LEGEND N
' / / GND \ I I\ \ ' ` 700 MINOR CONTOURS 00 u
547.13' - U
700 MAJOR CONTOURS z 0
p3 E
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\ \ \� ® 4- PROP INLET = o
D9 l v v v tery
SLAB TOP INLET a W v
5 \ 15'STORM / \ 0 V -
0 DRAINAGE
EASEMENTS \ ` 1 , \ D23 0 CURB INLET w W 1-4
\ h D7 SWK C73 \ I / / ` '� a M � Z Z Z
N. / 548.78' I \ _ \ \ / \ \ Om DOUBLE CURB INLET � W W W
SWK \ \ \ \ h \ z0 o
\ / / 548.93' J GND \ \ / \ `\�\- / / STORM PIPE Q = L_ x w U U U
V AO ° SWK v547.13' \-� -a o
4 \Si vQsO SWK ° 548.07' \ 1 \ / / \ QQ STORM MANHOLE cn vcc
trl ��7 CDac CD O549.08' T.oNo�oF �70oSPOT ELEVATION o o
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0)�04 5�� FFE: 700.00 FINISHED FLOOR w C)Q Q Q
° \ C71
/ \ ELEVATION o w
EXISTING 60' \ R, R
� FGE: 700.00 FINISHED GARAGE D1 ° / 41 a \ / \ CHARLOTTE WATER \ ' ELEVATION W W W
U
SANITARY SEWER \ J
EASEMENT
\ LI �GND \ \S \ % PE: 700.00 PAD ELEVATION
547.86' ` / \f �`` j
\� SWK 1 SWK / \ COS ' FPE: 700.00 FLOOD PROTECTION J M W W W
D5 I / \ \ \ 0.20± AC. ELEVATION - w � '
549.08' 548.62'
SWK I/ / N
9 0
SWK 5 5' I *\-5GND 8 06'/ \ \ C 4 FLARED END LL U) z
C23
548.68' SWK o 0 0
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/ 548.87' \ \ APRON Q O N
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SWK ce DATE
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C3 549.01' ZF806 TR4NCH DRAIN SYSTEM / / / / \ / \ \
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/ 546.0T SWK SWK SWK INV UP 548.61 , i
\ / / /\ I / / \ \ \ \ \ \ / / 12/19/2018
� 548.55' 549.17' 548.86' INV DOWN 548.31
\ U DRAWN BY
- /546.03' 549.01'
SWK SWK \ SWK \
SWIK
549.05' \ / / / \ / A. DALE
547 34' / 547 65' / C\ \ \ C93 SWK 549.2T / / / / �� / \ \ \\J \ \ \ \ '
- SWK SWK 1.87± A \ SWK 549.08' / /
/ SN/K 546.88' 547.52' \ \ / • o DESIGNED BY
/ 4 546.70' / D65 / \ \ \ 549.05' \ / \ = 1. HORTON
/ TC \
C2 547.35' C SWK l ^ \ C7
548.08' `SWK
C \ 549.05' / \ \ �/ / • 0 CHECKED BY
- - Co SWK \ IN,
PVMT
547.W 4 �6 5 817 \\ �/ SWK / / ^Q�' \ 107 \ \ /Lu
TC \ \ 548.87' \ / \ \ 1 / • • w SCALE
/ 547. T
54 9' \ SW / \ \ / / • AS SHOWN
/ 547.48' PVM \ 549.17' Q
/ / / \
A SWK 1 'l 548.34'�' / / \ O
T PVMT SWK 549.05'
546 547.39' / 547.81' PVMT 5 SWK C 7 / / \ \ \ / \ >
/ PVT 547.8. SWK
548.74'
547.94' PVM 548.83' 547.92' \ / / \ \ \ 108 \ \ / / .1/ \
/ \
i
TC , � PVMT 548.12- SWK
( 546.97' \ / TC\ 547.73' PVMT 549.49' �\ 549.41' �' 548.37' �SWK / / V A O
TC \ 5 9.50�` PVMT - 549.56'
547.81 548.47'
5 / \ - PVMT i
TC TC TC 548.57' \ '
TC 547.59' 548.74' \ TC \ 549.41' - C6 \ \
547.23' / TC
/ 548.63' \ 519.24' \ \ �/ ofT\_ \
J TC / 5 30'\
547.86' / TC C9 M S
547.64' '--DRAINAGE \ TC
TC / \ EASEMENT `\` 550.43' / / / \ 95 N
' TC 547.84/ V v VMT �49.32' A / \ A A \ Lii
547.74' ' \ \ T50.08' r49.72' s`SO \ \ / \ / ' l0
TC 548.71' \ \ TC T� 110 \ /
548.62' 20' STORM
DRAINAGE 549.98' TC 550 5 \ \ U
/ TC EASEMENT \ TC 550.22'TC
548.83' �O 5 9.87' I 550.64' \ \ / \ O Q
TC B59 PVMT 548.86' \ \ SWK O \� / 96TC
547.36' 1 TC 49' 547.39 TC PVMT 548.48' TC / 5 0.00' 549.02' CJ\ \ A \ < O
1 TC 549.47 SWK (n
m 547.50' I /
547.45' TC OF u
\ \ 548.92' \ \ u J
5C .50' I\ 548.7 ' C19 w
rr nn
TC \ \ I ` \ \ ® /
B57 `�� 548.64' C \ \ r J \ / \ \ \ \ F--I
TC 1 / \ ` 549. 6' \
. � o z
/ \ c A- TIC / PVMT I / V A A \ Z
j 546.3T 1 \ \ \ \ -
\ \ < 0
549.60' \ \ � 549.30' T� /` � O Cl �.I � C 17 / Cr�`� C O \ J z � W
PVMT \ \ _ A 549.99, v \ \ 97 _
548.54' TC \ \� \ \ \ J v , L.L
B51 \ TC TC \ TC \ 550.12' _ \ \ \ \ 0 U J W
549.28' \ 549.89' \ �
49Z
\ �� \ \ 548.TC / \ / \ \ \ Q d
\ � TC \ � U
\ \ 548.55' I 5TC 1 C81 \ i TC TC
548.44' 548.86' 49.47' C C '/
_ TC v C12 SWK /
C 548.25'i ` J
548.32' I 54 .59' /' 98 \ O
0
i _ 548.04' TC � � \
TC TC 550.09'
-�� 547.75'I 548.19' �g / \
r"I
/--- _TC PVMTNK
87 547^0 547 S 547 9T
l ,
/ \ B55
J
20' STORM
DRAINAGE EASEMENTS'
1 546 DRAINAGE -� / 99 SCALE 1"=20'
_�'
CRANFORD DRIVE I _ _ EASEMENT-------
0 20' 40'
/ \ /
RESIDENTIAL C79
I B53 10+00 7-0 +g 4
I (50' R/W)
i
/ 100
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
�14Q8 � i � � T ` � \ \ \ \ / / / ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USINGFLAG SOB NO'
B87 ' / I \ \ PUBLIC.
EN, ETC. AS NECESSARY TO INSURE SAFETY TO THE 41946
547 B 8 / / 101 \ / \ / \ 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
\ \ / / '/ / / \ I REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROVILLE NA
\ � \ DEPARTMENT OF TRANSPORTATION AND TOWN OF PINEVILLE SHEET NO.
I UTILITIES SPECIFICATIONS.
B89 \ ^ 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS C-414
\ \ JO / PART 1926 SUBPART P, OR AS AMENDED.
L