20201505 Ver 1_B5728_Permit_Buffer_drawings_20220106

(Version 2.08; Released April 2018)
45684.1.1 TIP No.:B-5728 County(ies):ALAMANCE Page 1 of 1
TIP Number: Date:
Phone: Phone:
Email: Email:
County(ies):
CAMA County?
No
Design/Future: Year:2041 Existing:Year:
Aquatic T&E Species?No Comments:
Yes No
No
Wetlands within Project Limits?
Nutrient Sensitive Waters (NSW)
None
Supplemental Classification:
Reedy Fork 16-11-(9)
2.8
0.29
Project Description
Proposed Project
Cape Fear
Along existing -L- (NC 87), there is one lane (12') in each direction and grass
shoulders.
City/Town:
3.5
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
Forestland with historically industrial, commercial, residential use areas and agricultural properties
[e-mail]
Address:
11/11/2021
AlamanceOssippee
Dan Duffield, P.E.
River Basin(s):
Bridge ReplacementWBS Element:
Cameron M. Long, P.E.NCDOT Contact:
919-707-6611
Contractor / Designer:
919-781-4626
NCDOT Design Build
1020 Birch Ridge Drive
Raleigh, NC 27610
Moffatt & Nichol
4700 Falls of Neuse Rd., Suite 300
Raleigh, NC 27609
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
Address:
General Project Information
B-572845684.1.1
WBS Element:
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
The North Carolina Department of Transportation (NCDOT) has proposed to replace bridge #000112 on NC 87 over Reedy Fork. Below are a list of minimization efforts associated with
water quality impacts. Steps were taken to reduce stream impacts where possible. For any fill slopes located with ditch stub outs, toe protection is being installed. Rip rap pads are being
used near jurisdictional areas to minimize the potential for erosion. Any sediment and erosion control devices will follow the NCDOT procedure for Environmentally Sensitive Areas
where required and will be installed as needed throughout the site to promote stability and minimize sedimentation. Grass swales and rip rap dissipator treatments have been designed
and utilzed where practical to minimize the impacts to jurisdictional and wetland areas.
ac.
Jordan LakeBuffer Rules in Effect:Reedy Fork
None
6340
-L- (NC 87) will have two 12' paved lanes with an 8’ grass shoulder (11’ w/ Guard Rail), outside
grass roadway diches with 4:1 side slopes and fill and cut slopes between 6:1 and 2:1. An on-site
detour -LDET- will have two 11' paved lanes with 8' grass shoulder (10' w/Guard Rail), outside
grass roadway ditches with 2:1 side slopes.
Waterbody Information
2021
NCDWR Stream Index No.:
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Water Supply V (WS-V) NCDWR Surface Water Classification for Water Body
7040
[e-mail]
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/A
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
VICINITY MAP
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

FUNC CLASS =
K
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
11/11/2021Q:\RA\10011-101\B5728\Hydraulics\PERMITS_Environmental\Drawings\B5728_wet_01_tsh.dgnjsmithheartCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NABEGIN BRIDGE
PROJECT
BEGIN
ALAMANCE COUNTY
10
65
55
DUAL 7%* TTST =3%
MINOR ARTERIAL -
REGIONAL
B-5728
B-5728See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
PE45684.1.1
-L- STA 20+07.00 -L- STA 23+47.00
1561
1564
1558
1558
1557
1554
1556
1504
1500
87
87
50 100
50 100
10 20
50 25
50 25
10 5
= 0.288 mi
= 0.064 mi
= 0.224 mi
10
2021
2041
TOWN OF OSSIPEE CITY LIMITS
-LDET-
-L-
BEGIN STATE TIP PROJECT B-5728
END STATE TIP PROJECT B-5728
END BRIDGE
REPLACEMENT OF BRIDGE NO. 000112 OVER REEDY FORK
NCDOT CONTACT
DAVID STUTTS, P.E.
PROJECT
END
6,340
7,040
1560
CITY LIMIT
BY
CLEARING ON THIS PROJECT SHALL BE ACCOMPLISHED
MUNICIPAL BOUNDARIES OF OSSIPEE
A PORTION OF THIS PROJECT IS WITHIN THE
-L- STA 14+45.11
-L- STA 29+67.69
GRADING, DRAINAGE, PAVING, AND STRUCTURE
2018 STANDARD SPECIFICATIONS
1566
-L- STA 14+00.00
BEGIN CONSTRUCTION
-L- STA 30+00.00
END CONSTRUCTION
NOVEMBER 16, 2021

H
A
W
RI
V
E
RREEDYF
O
R
K
METHOD II
GRAY MODLIN P.E.
TRENT HUFFMAN P.E.
45684.2.1 N/A
N/A
ROW/ UT

PROJECT B-5728
LENGTH OF TIP
TIP PROJECT B-5728
LENGTH OF STRUCTURES
TIP PROJECT B-5728
LENGTH OF ROADWAY
MARCH 25, 2021
11/11/2021
PM: CAMERON LONG, PE
SITE 1
SITE 2
ON NC 87
REEDY FORK REEDY FORK SR 1569 is not broken at Altamahaw
Ossipee
Sch.
AO
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RALEIGH, NORTH CAROLINA 27609
4700 FALLS OF NEUSE ROAD, SUITE 300
[phone] VOICE [phone] FAX
NC License NO.: F-0105
NC 87TO OLD NC 87 TO TROXLER LN
4 5
OSSIPEE
(NOT TO SCALE)ROW PLANS
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 8
PERMIT DRAWING
NAD 83 NA 2011
-L-
-LDET-
PI Sta 18+32.13
D
L = 291.98'
T = 146.61'
R = 1,300.00'
PI Sta 25+79.59
D
L = 294.89'
T = 148.08'
R = 1,300.00'
PI Sta 28+26.12
D
L = 198.53'
T = 99.72'
R = 850.00'PRC Sta. 14+45.111520-LDET- PRC Sta. 16+85.52-LDET- PT Sta. 19+77.50-LDET-
-L- 25-LDET- PC Sta. 24+31.51-LDET- PT Sta. 29+75.91-LDET- PRC Sta. 27+26.40
-LDET-
-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-5728
11/11/2021Q:\RA\10011-101\B5728\Hydraulics\PERMITS_Environmental\Drawings\B5728_wet_03_psh_2B_1.dgnjsmithheart8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83 NAD 2011
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
[phone] VOICE [phone] FAX
NC License NO.: F-0105
2B-1
-DETOUR-
FOR -LDET- PROFILE SEE SHEET NO. 2B-2
TO OLD NC 87
TO TROXLER LN
-NC 87-
FOR -L- PLAN SEE SHEETS NO. 4 AND NO. 5
0 50 1005025
BL-5
BL-3 8" CMP8" CMP15" RCP 36" RCPUNKN
OW
NDESTI
NATI
ONRIPRAPEOST
6 in, PVC Town of Ossipee
1
2
3
4
5
6
7
9 11 12CONC.48"WR
48"WR
WOODSWOODS
1SM
TLMTL
MTL
NC 8726' BST26' BST
BRIDGE #112
CONC. STL BST60"CHLMTL
1SBLKBUS
CONC.
10'GR
60"CHL60"CHL
60"CHL60"CHLRUINS
15"RCP 15"RCP
12'
GR8" CMPS
48"WRSABRINA M. BARBER
LEE LOIUS BARBER
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W100.00'W
12" RCP
TRACY G. TORAIN
TERRY TORAN
HAMLETT
BARBARA LEE
MISTY D. JONES
BETTY BEAN SUTTON
ALBERT GURNEY &
BETTY BEAN SUTTON
ALBERT GURNEY &NEWTON
LOUIS S.48" 5S
BW
GAR
1SBK
CONC
CONC
10" GR78"CHL 3SBW20' UNOPENED STREET20'
UNOPENED STREETBARBER
SABRINA M.
LEE LOIUS &TOWN OF OSSIPEE (OUT)TOWN OF OSSIPEE (IN)WOODS
SABRINA M. BARBER
LEE LOIUS BARBER
GLEN RAVEN MILLS INC
WOODS
JOSEPH H. TROXLER HEIRS
TROXLER REAL ESTATE
WOODS
KATHRYN T. BOOE
WILLIAM R. BOOE
WILLIAM R. BOOE
KAY TROXLER BOOE
RIPRAP
BL-4
WOODS
JOSEPH H. TROXLER HEIRS
TROXLER REAL ESTATE
3 in, steel-L- 24+15.39 42.33 RT
Top Pipe Elev= 592.40
TH 3
-L- 24+01.87 63.78 RT
Top Pipe Elev= 591.03
TH 2
24 in, SteelWilliams Pipeline-L- 25+11.50 95.23 LT
Top Pipe Elev= 601.05
TH 7
-L- 24+92.60 78.65 LT
Top Pipe Elev= 598.41
TH 6
-L- 24+72.39 54.76 LT
Top Pipe Elev= 596.16
TH 5
-L- 24+66.49 43.48 LT
Top Pipe Elev= 595.94
TH 4
DB 1207 PG 561CARDINAL PIPELINE COMPANY, L.L.C.60' R/W EASEMENTDB 1207 PG 561
CARDINAL PIPELINE COMPANY, L.L.C.
60' R/W EASEMENTBM1
BM2 GRDS = 40 mph
Ro = 76.00'Ro = 76.00'
e = 0.04 e = 0.04
DS = 40 mph
SHEET PILING
TEMPORARY
SHEET PILING
TEMPORARY
1
2
3
4
5
6
6
2:1
D2:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. -LDET- 18+50 RT TO STA. -LDET- 19+87 RT
DETAIL 302
Min. D= 1.0 Ft.
Ground
Natural Slope
Ditch
Front
Flatter4:1 or
D
2:1( Not to Scale)
CUT DITCH
FROM STA. -LDET- 28+40 LT TO STA. -LDET- 29+75.91 LT
FROM STA. -LDET- 14+94.62 LT TO STA. -LDET- 16+00 LT
FROM STA. -LDET- 14+75 LT TO STA. -LDET- 14+94.62 LT
Min. D= 1.0 Ft.
DETAIL 301
Slope
Ditch
Front
Ground
Natural
d 2:
1
B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter2:1 or
FROM STA. -LDET- 18+75 LT TO STA. -LDET- 19+20 LT (B = 2.0')
DETAIL 303
B= 2.0 Ft.
Max. d= 0.5 Ft.
Min. D= 0.5 Ft.
Type of Liner= Class B Rip-Rap
Ground
Natural
Ditch
Slope
Front
Geotextile
2:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
FROM STA. -LDET- 26+05 LT TO STA. -LDET- 26+40 LT
DETAIL 305
B= 1.0 Ft.
Min. D= .05 Ft.
Ground
Natural
Slope
Ditch
Front
FROM STA. -LDET- 23+89 RT TO STA. -LDET- 26+00 RT
FROM STA. -LDET- 23+80 LT TO STA. -LDET- 25+95 LT
Fill Slope2:1 or Flatter
b= 2.0 Ft.
d= 1.0 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 304
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
GTD
REEDY FORKREEDY FORKSHEET 2 OF 8
PERMIT DRAWING
TB 2GI
18"
15" RCP-III
TB 2GI
REMOVE
REMOVE
JB w/MH
15"
15"
EST 20 SY GEOTEXTILE
EST 9 TONS CL B RIP RAP
SEE DETAIL 303
SPECIAL CUT BASE DITCH
EST 97 SY GEOTEXTILE
EST 44 TONS CL B RIPRAP
SEE DETAIL 304
TOE PROTECTION
EST 107 SY GEOTEXTILE
EST 48 TONS CL B RIPRAP
SEE DETAIL 304
TOE PROTECTION
REMOVE
SEE DETAIL 302
SPEC CUT DITCH
F
C
C
C C
C
F
C F
C
C
C
C
C
F
F
F
F
F
F
F
C
C
C
F
C
C
F F
F
C
C
C
F
CC
F F F
SITE 1
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
TSTS
TS
ACROSS REEDY FORK
MORE THAN 50%
NOT TO EXTEND
CAUSEWAY
SURFACE WATERS
& IMPACTS IN
TEMP BANK STABLIZATION,
SITE 1
-L-
TYPE-III
TYPE-III
-LDET-
PI Sta 18+32.13
D
L = 291.98'
T = 146.61'
R = 1,300.00'
PI Sta 25+79.59
D
L = 294.89'
T = 148.08'
R = 1,300.00'
PI Sta 28+26.12
D
L = 198.53'
T = 99.72'
R = 850.00'PRC Sta. 14+45.111520-LDET- PRC Sta. 16+85.52-LDET- PT Sta. 19+77.50GREU TL-2
GREU TL-2
-LDET-
-L-
TYPE-III
TYPE-III 25-LDET- PC Sta. 24+31.51-LDET- PT Sta. 29+75.91GREU TL-2
GREU TL-2
-LDET- PRC Sta. 27+26.40
-LDET-
-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
B-5728
11/11/2021Q:\RA\10011-101\B5728\Hydraulics\PERMITS_Environmental\Drawings\B5728_wet_02_psh_2B_1_con.dgnjsmithheart8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83 NAD 2011
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
[phone] VOICE [phone] FAX
NC License NO.: F-0105
2B-1
-DETOUR-
FOR -LDET- PROFILE SEE SHEET NO. 2B-2
TO OLD NC 87
TO TROXLER LN
-NC 87-
FOR -L- PLAN SEE SHEETS NO. 4 AND NO. 5
0 50 1005025
BL-5
BL-3 8" CMP8" CMP15" RCP 36" RCPUNKNOW
NDESTI
NATI
ONRIPRAPEOST
6 in, PVC Town of Ossipee
1
2
3
4
5
6
7
9 11 12CONC.WOODSWOODS
1SM
TLMTL
MTL
NC 8726' BST26' BST
BRIDGE #112
CONC. STL BST
MTL
1SBLKBUS
CONC.
10'GR
RUINS
15"RCP 15"RCP
12'
GR8" CMPS
SABRINA M. BARBER
LEE LOIUS BARBER
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W100.00'W
12" RCP
TRACY G. TORAIN
TERRY TORAN
HAMLETT
BARBARA LEE
MISTY D. JONES
BETTY BEAN SUTTON
ALBERT GURNEY &
BETTY BEAN SUTTON
ALBERT GURNEY &NEWTON
LOUIS S.
GAR
1SBK
CONC
CONC
10" GR
20' UNOPENED STREET20'
UNOPENED STREETBARBER
SABRINA M.
LEE LOIUS &TOWN OF OSSIPEE (OUT)TOWN OF OSSIPEE (IN)WOODS
SABRINA M. BARBER
LEE LOIUS BARBER
GLEN RAVEN MILLS INC
WOODS
JOSEPH H. TROXLER HEIRS
TROXLER REAL ESTATE
WOODS
KATHRYN T. BOOE
WILLIAM R. BOOE
WILLIAM R. BOOE
KAY TROXLER BOOE
RIPRAP
BL-4
WOODS
JOSEPH H. TROXLER HEIRS
TROXLER REAL ESTATE
3 in, steel-L- 24+15.39 42.33 RT
Top Pipe Elev= 592.40
TH 3
-L- 24+01.87 63.78 RT
Top Pipe Elev= 591.03
TH 2
24 in, SteelWilliams Pipeline-L- 25+11.50 95.23 LT
Top Pipe Elev= 601.05
TH 7
-L- 24+92.60 78.65 LT
Top Pipe Elev= 598.41
TH 6
-L- 24+72.39 54.76 LT
Top Pipe Elev= 596.16
TH 5
-L- 24+66.49 43.48 LT
Top Pipe Elev= 595.94
TH 4
DB 1207 PG 561CARDINAL PIPELINE COMPANY, L.L.C.60' R/W EASEMENTDB 1207 PG 561
CARDINAL PIPELINE COMPANY, L.L.C.
60' R/W EASEMENTBM1
BM2 GRDS = 40 mph
Ro = 76.00'Ro = 76.00'
e = 0.04 e = 0.04
DS = 40 mph
SHEET PILING
TEMPORARY
SHEET PILING
TEMPORARY
1
2
3
4
5
6
6
2:1
D
2:1( Not to Scale)
SPECIAL CUT DITCH
FROM STA. -LDET- 18+50 RT TO STA. -LDET- 19+87 RT
DETAIL 302
Min. D= 1.0 Ft.
Ground
Natural Slope
Ditch
Front
Flatter4:1 or
D2:1( Not to Scale)
CUT DITCH
FROM STA. -LDET- 28+40 LT TO STA. -LDET- 29+75.91 LT
FROM STA. -LDET- 14+94.62 LT TO STA. -LDET- 16+00 LT
FROM STA. -LDET- 14+75 LT TO STA. -LDET- 14+94.62 LT
Min. D= 1.0 Ft.
DETAIL 301
Slope
Ditch
Front
Ground
Natural
d 2:1B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter2:1 or
FROM STA. -LDET- 18+75 LT TO STA. -LDET- 19+20 LT (B = 2.0')
DETAIL 303
B= 2.0 Ft.
Max. d= 0.5 Ft.
Min. D= 0.5 Ft.
Type of Liner= Class B Rip-Rap
Ground
Natural
Ditch
Slope
Front
Geotextile
2:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
FROM STA. -LDET- 26+05 LT TO STA. -LDET- 26+40 LT
DETAIL 305
B= 1.0 Ft.
Min. D= .05 Ft.
Ground
Natural
Slope
Ditch
Front
FROM STA. -LDET- 23+89 RT TO STA. -LDET- 26+00 RT
FROM STA. -LDET- 23+80 LT TO STA. -LDET- 25+95 LT
Fill Slope2:1 or Flatter
b= 2.0 Ft.
d= 1.0 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 304
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
GTD
5755765775775
7
8 5785785785785
7
9 579579
5795795795805805805805
8
0
580
580
580580580580580581581581581581581581581
582582582582582
582
582
5825825825835835835835835835835 8 3 584584584584584584584584584585585585585585585585585585585
585585585585 586586
586586586586586586 587587587587587587587587587588588
588588588588588588588588589589
589589589589589589589589589589
589
5
8
9589 589 590590590590590
5905 90590590
590590590590
590590590590590590590590590
5
9
0
590590590590
590590590590590590591
591
591
591
591 591591591591591591591591591591591591591
591 591592
592592
592592592592592592592593
593593
593593593593593593593
593594594594
594594594594594594594595595595
595
595
595
595
595595595595595595595
595595595
595595595596596596
596
596
596 596596596596596
597
597
597
597
597
5975975975975975975
9
7
5985985985985985985985985985
985985
9
8
598599599
599
599
599599599599599
599599600600600600600600600600600600
600600600600600600600600
600600601601601601
601
601
601
601601601
6
0
1602602602602
602
602 602602602602603603603603
603603603603603
603603604604604
604604 604604604604604604605605605605605
605
605
605
6 0 5
605605605605605605605605605
6056056
0
5
605
606606606
606
606606606606606606
606606606
607607607
607
607607
607 60760760760
7607607607 607
607608608608
608
6
08 608608608608608608608
608608608609609609609609
609 609609609609609609609610610610610
610
610610610
610
610 61061061061061061061061
0610610611611611611611
611 6116116116116
1
1
611
611612612612
612
612612612612612612612612613613
613613
613613613 613613613
613613613613614614
614614
614614614
6146146146
14
614614614614615615
615
615615
615615
615615615615 6156156156156
1
5
615615615
615615616616616616616616 616616616
616616617617
617
617617617617617617617617618618
618 618618618
618618 618619619
619 619619619619619619
619620620
620
620
620620 620620620620
6
20
620620620620620621621
621 6216
21
621621621622622
622
622 6226226
2
2
622622622622623623
623 623623
623623
6
2
3624
624624 624624
6246246246256 2 5
625
625625 625625625
625
6
25
625625625
625625626626
6266266
26
626626627627
627 627627
6276
2
7628628628 628628
628628 628629629
6296296
296296
2
9
630
630630
630
630
6306
3
0
630630630630630631631
631
63163163263
2632
632632633633
633
63363
3633633634634634634635635
635635635635635636636 636636636637637
637637638
638
638639
639639640640
640
640640641
642
643
644
REEDY FORKREEDY FORKSHEET 3 OF 8
PERMIT DRAWING
TB 2GI
18"
15" RCP-III
TB 2GI
REMOVE
REMOVE
JB w/MH
15"
15"
EST 20 SY GEOTEXTILE
EST 9 TONS CL B RIP RAP
SEE DETAIL 303
SPECIAL CUT BASE DITCH
EST 97 SY GEOTEXTILE
EST 44 TONS CL B RIPRAP
SEE DETAIL 304
TOE PROTECTION
EST 107 SY GEOTEXTILE
EST 48 TONS CL B RIPRAP
SEE DETAIL 304
TOE PROTECTION
REMOVE
SEE DETAIL 302
SPEC CUT DITCH
F
C
C
C C
C
F
C F
C
C
C
C
C
F
F
F
F
F
F
F
C
C
C
F
C
C
F F
F
C
C
C
F
CC
F F F
SITE 1
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
TSTS
TS
ACROSS REEDY FORK
MORE THAN 50%
NOT TO EXTEND
CAUSEWAY
SURFACE WATERS
& IMPACTS IN
TEMP BANK STABLIZATION,
SITE 1
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-5728
11/11/2021Q:\RA\10011-101\B5728\Hydraulics\PERMITS_Environmental\Drawings\B5728_wet_05_psh04.dgnjsmithheart8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83 NAD 2011
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
[phone] VOICE [phone] FAX
NC License NO.: F-0105
-L- STA 24+00.00MATCHLINE SHEET 5-LDET-
ELEV=591.08'
149.60' RIGHT
STA -L- 19+71.35
SPIKE IN 28" POPLAR
TMB #2
ELEV=615.33'
115' LEFT
STA -L- 18+69.15
SPIKE IN 16"QU
TMB #1
FOR -L- PROFILE SEE SHEET NO. 6
FOR DETOUR SEE SHEET NO. 2B-1
TO OLD NC 87
SHEET PILING
TEMPORARY
SHEET PILING
TEMPORARY
0 50 1005025
BL-3
EIP
EIP
EIP
EIP
EIP
EIP
8" CMP8" CMP15" RCP 36" RCPUNKNOW
NDESTI
NATI
ONRIPRAPEOST
6 in, PVC Town of Ossipee CONC.48"WR
48"WR
MTL
TO OLD NC 87 26' BST
BRIDGE #112
CONC. STL BST60"CHLMTL
1SBLKBUS
CONC.
10'GR
60"CHL60"CHL
60"CHL60"CHLRUINS
15"RCP 8" CMPS
SABRINA M. BARBER
LEE LOIUS BARBER
.64' R/W-EIPEXISTING R/W
EXISTING R/W18" RCPSHIRLEY B. MITCHELL
ROY W. MITCHELL
MCMILLAN
LUCY ANN
JANE N. MCIVER
JAMES W. MCIVER
TRACY G. TORAIN
TERRY TORAN
HAMLETT
BARBARA LEE
MISTY D. JONES
BETTY BEAN SUTTON
ALBERT GURNEY &
BETTY BEAN SUTTON
ALBERT GURNEY &
MANSFIELD
PEGGY G.
NEWTON
LOUIS S.
CONC HW48"WWEIP
S
HTR
DECK
DECK
S
S
S
S
GR
EIP
EIP
EIP
EIP
EIP
EIP
EIP
ANTENNA HTR
W/ LT
50"WW
36"WW
60"WW84" WDG
DECK
30" WD RAILPOSTS ONLY30" WD RAI
LWOODS
WOODS
WOODS 78"CHL 3SBW5SBW
20' UNOPENED STREET20'
UNOPENED STREETEXISTING R/W100.00'S
BYERLY
MICHAEL A.
BARBER
SABRINA M.
LEE LOIUS &TOWN OF OSSIPEE (OUT)TOWN OF OSSIPEE (IN)DB 484 PG 500EASEMENT
EXISTING R/W EXISTING R/W
WOODS
SABRINA M. BARBER
LEE LOIUS BARBER
GLEN RAVEN MILLS INC
WILLIAM R. BOOE
KAY TROXLER BOOE
RIPRAP
BL-4
WOODS
TOWN OF OSSIPEE (OUT)
TOWN OF OSSIPEE (IN)
JOSEPH H. TROXLER HEIRS
TROXLER REAL ESTATE
3 in, steel24 in, SteelWilliams PipelineDB 1207 PG 561CARDINAL PIPELINE COMPANY, L.L.C.60' R/W EASEMENTBM1
BM2 GRBEGIN TIP PROJECT B-5728
PI Sta 14+20.36
D
L = 49.51'
T = 24.75'
R = 15,192.72'
PI Sta 14+69.86
D
L = 49.51'
T = 24.75'
R = 11,085.86'1520-L-
-L--L- PC Sta. 13+95.60-L- PT Sta. 14+94.62-L- PC Sta. 24+40.48DS = 55 MPH
-L-
e = NC
-L- STA 14+00.00
BEGIN CONSTRUCTION
-L- PRC STA 14+45.11
1
2
3
4
FROM STA. -L- 23+50 RT TO STA. -L- 26+00 RT
FROM STA. -L- 18+50 RT TO STA. -L- 19+70 RT
Fill Slope2:1 or Flatter
b= 2.0 Ft.
d= 1.0 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 401
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
D Flatter4:1 or
( Not to Scale)
SPECIAL CUT DITCH w/HINGE
6.0'
4:1
V
A
RIA
BLE
FROM STA. -L- 29+67.69 LT TO STA. -L- 30+00 LT
FROM STA. -L- 25+75 RT TO STA. -L- 29+67.69 RT
FROM STA. -L- 14+50 RT TO STA. -L- 15+00 RT
FROM STA. -L- 14+00 LT TO STA. -L- 14+45.11 LT
DETAIL 501
Min. D= 0.5 Ft.
Ground
Natural
Slope
Ditch
Front
DP1REEDY FORKREEDY FORKSHEET 4 OF 8
PERMIT DRAWING
RETAIN
18"
15"
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
TB 2GI
TB 2GI
15" RCP-IV
EST 58 SY GEOTEXTILE
EST 26 TONS CL B RIPRAP
SEE DETAIL 401
TOE PROTECTION
EST 90 SY GEOTEXTILE
EST 40 TONS CL B RIPRAP
SEE DETAIL 401
TOE PROTECTION
w/ ELBOWS
15" CSP
EST 112 SY GEOTEXTILE
EST 51 TONS CL B RIPRAP
SEE DETAIL 401
TOE PROTECTION
C
F
C
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
C
C
C C
C
SITE 2
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ACROSS REEDY FORK
MORE THAN 50%
NOT TO EXTEND
PROPOSED CAUSEWAY
ACROSS REEDY FORK
MORE THAN 50%
NOT TO EXTEND
PROPOSED CAUSEWAY
SURFACE WATERS
& IMPACTS IN
PERM BANK STABLIZATION
SITE 2
SURFACE WATERS
& IMPACTS IN
TEMP BANK STABLIZATION,
SITE 2
SURFACE WATERS
& IMPACTS IN
TEMP CAUSEWAY,
SITE 2
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-5728
11/11/2021Q:\RA\10011-101\B5728\Hydraulics\PERMITS_Environmental\Drawings\B5728_wet_04_psh04con.dgnjsmithheart8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83 NAD 2011
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
[phone] VOICE [phone] FAX
NC License NO.: F-0105
-L- STA 24+00.00MATCHLINE SHEET 5-LDET-
ELEV=591.08'
149.60' RIGHT
STA -L- 19+71.35
SPIKE IN 28" POPLAR
TMB #2
ELEV=615.33'
115' LEFT
STA -L- 18+69.15
SPIKE IN 16"QU
TMB #1
FOR -L- PROFILE SEE SHEET NO. 6
FOR DETOUR SEE SHEET NO. 2B-1
TO OLD NC 87
SHEET PILING
TEMPORARY
SHEET PILING
TEMPORARY
0 50 1005025
BL-3
EIP
EIP
EIP
EIP
EIP
EIP
8" CMP8" CMP15" RCP 36" RCPUNKNOW
NDESTI
NATI
ONRIPRAPEOST
6 in, PVC Town of Ossipee CONC.48"WR
48"WR
MTL
TO OLD NC 87 26' BST
BRIDGE #112
CONC. STL BST60"CHLMTL
1SBLKBUS
CONC.
10'GR
60"CHL60"CHL
60"CHL60"CHLRUINS
15"RCP 8" CMPS
SABRINA M. BARBER
LEE LOIUS BARBER
.64' R/W-EIPEXISTING R/W
EXISTING R/W18" RCPSHIRLEY B. MITCHELL
ROY W. MITCHELL
MCMILLAN
LUCY ANN
JANE N. MCIVER
JAMES W. MCIVER
TRACY G. TORAIN
TERRY TORAN
HAMLETT
BARBARA LEE
MISTY D. JONES
BETTY BEAN SUTTON
ALBERT GURNEY &
BETTY BEAN SUTTON
ALBERT GURNEY &
MANSFIELD
PEGGY G.
NEWTON
LOUIS S.
CONC HW48"WWEIP
S
HTR
DECK
DECK
S
S
S
S
GR
EIP
EIP
EIP
EIP
EIP
EIP
EIP
ANTENNA HTR
W/ LT
50"WW
36"WW
60"WW84" WDG
DECK
30" WD RAILPOSTS ONLY30" WD RAI
LWOODS
WOODS
WOODS 78"CHL 3SBW5SBW
20' UNOPENED STREET20'
UNOPENED STREETEXISTING R/W100.00'S
BYERLY
MICHAEL A.
BARBER
SABRINA M.
LEE LOIUS &TOWN OF OSSIPEE (OUT)TOWN OF OSSIPEE (IN)DB 484 PG 500EASEMENT
EXISTING R/W EXISTING R/W
WOODS
SABRINA M. BARBER
LEE LOIUS BARBER
GLEN RAVEN MILLS INC
WILLIAM R. BOOE
KAY TROXLER BOOE
RIPRAP
BL-4
WOODS
TOWN OF OSSIPEE (OUT)
TOWN OF OSSIPEE (IN)
JOSEPH H. TROXLER HEIRS
TROXLER REAL ESTATE
3 in, steel-L- 24+15.39 42.33 RT
Top Pipe Elev= 592.40
TH 3
-L- 24+01.87 63.78 RT
Top Pipe Elev= 591.03
TH 2
24 in, SteelWilliams PipelineDB 1207 PG 561CARDINAL PIPELINE COMPANY, L.L.C.60' R/W EASEMENTBM1
BM2 GRBEGIN TIP PROJECT B-5728 02016PI Sta 14+20.36
D
L = 49.51'
T = 24.75'
R = 15,192.72'
PI Sta 14+69.86
D
L = 49.51'
T = 24.75'
R = 11,085.86'1520-L-
-L--L- PC Sta. 13+95.60-L- PT Sta. 14+94.62-L- PC Sta. 24+40.48DS = 55 MPH 01602-L-025025TYP
13.0'+55.51e = NC
-L- STA 14+00.00
BEGIN CONSTRUCTION
-L- PRC STA 14+45.11
1
2
3
4
FROM STA. -L- 23+50 RT TO STA. -L- 26+00 RT
FROM STA. -L- 18+50 RT TO STA. -L- 19+70 RT
Fill Slope2:1 or Flatter
b= 2.0 Ft.
d= 1.0 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 401
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
D Flatter4:1 or
( Not to Scale)
SPECIAL CUT DITCH w/HINGE
6.0'
4:1
V
A
RIA
BLE
FROM STA. -L- 29+67.69 LT TO STA. -L- 30+00 LT
FROM STA. -L- 25+75 RT TO STA. -L- 29+67.69 RT
FROM STA. -L- 14+50 RT TO STA. -L- 15+00 RT
FROM STA. -L- 14+00 LT TO STA. -L- 14+45.11 LT
DETAIL 501
Min. D= 0.5 Ft.
Ground
Natural
Slope
Ditch
Front
DP15755765775775
7
8
5785785785785785
7
9 579579
5795795795805805805805805
8
0
580
580
580580580580580581581581581581581581581
582582582582582
582
582
5825825825835835835835835835835835 8 3 584584584584584584584584584585585585585585585585585585585
585585585585585 586586
586586586586586
586586587587587587587587587587587587588588
588588588588588588588588589589
589589589589589589589589589589
589
5
8
9589 589 590590590590590
59059 0590590
590590590590590
590590590590590590590590590590
5
9
0
590590590590590590
590590590590590590591
591
591
591
591 591591591591591591591591591591591591591
591 591592
592592
592592592592592592592593
593593
593593593593593593593
593594594594
594594594594594595595595
595
595
595
595
595595595595
595595595595595595596596596
596
596
596 596596596597
597
597
597
597
5975975975975
9
7
5985985985985985985985985
9
8
598598599599
599
599
599599599599599599599599600
600600600600600600
600600
600600600
600
600
6
0
0600600600600600
600600600
600601601601601
601
601
6
0
1601601
601601601601601602602602602
602
602
6
0
2
602
602602602602603603603603
603603603603603603603 603603604604604
604604
604604604604 604605605605605605
605
605
605
6 0 5
605605605
6
05605605
605
605
605605605605605606606606
606
606606606606
606606606606607607607
607
607607
607
607
607
60760
7607607608608608
608
6
0
8608
608
608608608608608608609609609609609
609
609
609
609609609609609609610610610610
610
610610610
610
610
6106106106
1
0
610
610
610610610610611611611
611611
611611611
611611611612612612
612
612612612
612
612
612612613613
613613
613613613613613
613
613613613613614614
614614
614614614
614614614
614614614614615615
615
615615
615615
615
615615615615615
615615615615615
615
615615
615616616616616
6166166
16616616
616 617617
617617
6176176
1
7617
617
617617618618
618
618
618618
618 619619
619619
619
619
619619
619620620620
620
620
620620
620
620
620620
620
620 620620621621
621
621
621
621
621622622
622
622
622
622
622 622623623
623
623
623
6
2
3
623624624624624624 6256 2 5
625
625625
625
625
625
6
25
625626626
626626
626
626 627627
627
627
627
627 628628
628628
628 629629
629629
629
630
630630
630630
630630
630630 631631
631
631 6326
32
632
632
632 633633
633
633
633 634634634
634 635635
6
35635635
635
635
635635 636636
636
636636 636637637637
637
637638
638
638
638639
639639
63
9639640640
640
640
640
640
640640
641
641
641641 642
642
643
643
643
644
644
REEDY FORKREEDY FORKSHEET 5 OF 8
PERMIT DRAWING
RETAIN
18"
15"
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
TB 2GI
TB 2GI
15" RCP-IV
EST 58 SY GEOTEXTILE
EST 26 TONS CL B RIPRAP
SEE DETAIL 401
TOE PROTECTION
EST 90 SY GEOTEXTILE
EST 40 TONS CL B RIPRAP
SEE DETAIL 401
TOE PROTECTION
w/ ELBOWS
15" CSP
EST 112 SY GEOTEXTILE
EST 51 TONS CL B RIPRAP
SEE DETAIL 401
TOE PROTECTION
C
F
C
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
C
C
C C
C
SITE 2
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ACROSS REEDY FORK
MORE THAN 50%
NOT TO EXTEND
PROPOSED CAUSEWAY
ACROSS REEDY FORK
MORE THAN 50%
NOT TO EXTEND
PROPOSED CAUSEWAY
SURFACE WATERS
& IMPACTS IN
PERM BANK STABLIZATION
SITE 2
SURFACE WATERS
& IMPACTS IN
TEMP BANK STABLIZATION,
SITE 2
SURFACE WATERS
& IMPACTS IN
TEMP CAUSEWAY,
SITE 2
5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
11/11/2021Q:\RA\10011-101\B5728\Hydraulics\PERMITS_Environmental\Drawings\B5728_wet_08_psh_2B_2.dgnjsmithheartDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
12 13 14 15 16 17 18 19 20 21 22
585
595
605
615
635
645
655
625
575
565
B-5728 2B-2
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
[phone] VOICE [phone] FAX
NC License NO.: F-0105
11
23 24 25 26 27 28 29 30 31 32 3322
585
595
605
615
625
575
565
34
10
585
595
605
615
635
645
655
625
575
565
585
595
605
615
635
645
655
625
575
565
FOR PLAN SEE SHEET NO. 2B-1
FOR PLAN SEE SHEET NO. 2B-1
NWSEL = 581.9'
NWSEL = 581.9'
EXISTING GROUND STA 20+30+/-BEGIN DETOUR BRIDGEDS = 42 MPHDS = 57 MPH
DETOUR BRIDGE
NC 87
-LDET-
ELEV = 614.79'
-LDET- STA 14+94.62
BEGIN GRADE
DS = 50 MPH
SPIKE IN 28" POPLAR
LDET STATION 19+75.01 203.60 RIGHT
N 882071 E 1849480
BM#2 ELEVATION = 591.08'
PI = 16+00.00
EL = 613.00'
(-)1.6986%
(-)2.3182%
VC = 80'
K = 129
PI = 17+10.00
EL = 610.45'
(-)0.4524%
VC = 130'
K = 70
PI = 19+20.00
EL = 609.50'
(-)0.4524%
(+)0.6034%
VC = 100'
K = 95
PROPOSED GRADE
(-) 0.7611%612.42607.97611.20607.00(-)5.1556%
(-) 2.0833%16+00.00 LTEND DITCH18+50.00 RTBEGIN DITCH 18+75.00LTBEGIN DITCH 609.32 LT19+20.00 LTEND DITCH 14+75.00 LTBEGIN DITCH612.0014+94.62 LT(-)2.1407%
DESIGN DISCHARGE
DESIGN FREQUENCY
CFS
YRS
FTDESIGN HW ELEVATION
DETOUR BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 12100
= 10
= 596.4
= 05/10/2019
= 581.9
605.1219+87.00 RTEND DITCH SPIKE IN 16"QUAD POPLAR
LDET STATION 18+80.83 64.9 LEFT
N 882026 E 1849201
BM#1 ELEVATION = 615.33'
C/L ELEV = 611.2
120 SKEW
350' DETOUR BRIDGE
C/L 22+05.00 -LDET-
DS = 48 MPH
STA 23+80+/-END DETOUR BRIDGEEXISTING GROUND
DS = 43 MPH
DETOUR BRIDGE
NC 87
-LDET-
ELEV = 629.22'
-LDET- STA 29+24.93
END GRADE
PI = 25+00.00
EL = 613.00'
(+)0.6034%(+)2.5366%
VC = 170'
K = 88
PI = 27+05.00
EL = 618.20'
(+)2.5366%(+)5.2500%
VC = 180'
K = 66
PI = 28+85.00
EL = 627.65'
(+)5.2500%(+)3.9319%
VC = 70'
K = 53
DS = 41 MPH
PROPOSED GRADE
613.80616.0526+05.00 LTBEGIN DITCH26+40.00 LTEND DITCH(+) 3.0025%623.55626.10628.5728+40.00 LTBEGIN DITCH 29+24.93 LT29+75.91 LTEND DITCH(+) 4.8450%
(+) 6.4250%
NWSEL = 581.9'
SHEET 6 OF 8
PERMIT DRAWING
5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
11/11/2021Q:\RA\10011-101\B5728\Hydraulics\PERMITS_Environmental\Drawings\B5728_wet_09_pfl_psh_06.dgnjsmithheartDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
12 13 14 15 16 17 18 19 20 24 25
585
595
605
615
635
645
655
625
575
B-5728
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
[phone] VOICE [phone] FAX
NC License NO.: F-0105
25 26 27 28 29 30 31 32 33
585
595
605
615
625
575
585
595
605
615
635
645
655
625
575
660
585
595
605
615
635
645
655
625
575
660
34
6
665
232221
FOR PLAN SEE SHEETS NO.4 AND NO.5
FOR PLAN SEE SHEET NO.5
4'-0" CAP
ELEV = 615.81'
-L- STA 14+45.11
BEGIN GRADE
4'-0" CAP
BRIDGE 112
NC 87
-L-
SPIKE IN 28" POPLAR
L STATION 19+71.35 149.60 RIGHT
N 882071 E 1849480
BM#2 ELEVATION = 591.08'
PI = 18+00.00
EL = 609.60'
(-)1.7498%(+)0.4675%
VC = 260'
K = 117
DS = 55 MPH
PROPOSED GRADE
EXISTING GROUND
1.5:11.5:1ELEVATION = 593.0'
EXCAVATION
ELEVATION = 590.0'
EXCAVATION
613.15
14+45.11 LT
END DITCH
612.02
15+00.00 RT
END DITCH
614.49
14+50.00 RT
BEGIN DITCH613.87
14+00.00 LT
BEGIN DITCH
(-) 1.5961%BRIDGE
EXISTING
REMOVE
SLOPE PROTECTION
CLASS II RIP RAP
SLOPE PROTECTION
CLASS II RIP RAP
NWSEL = 581.9'
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 18300
= 50
= 597.4
= 20900
= 100
= 598.7
= 83000
= 500+
= 609.8
= 05/10/2019
= 581.9
(-) 4.9368%
SPIKE IN 16"QUAD POPLAR
L STATION 18+69.15 115 LEFT
N 882026 E 1849201
BM#1 ELEVATION = 615.33'STA 20+07BEGIN BRIDGESTA 23+47END BRIDGEC/L ELEV = 611.4
120 SKEW
1@112' 63" GIRDER,
1@116' 63" GIRDER,
1@112' 63" GIRDER,
C/L 21+77.00 -L-
EXISTING GROUND
PROPOSED GRADE
ELEV = 631.29'
-L- STA 29+67.69
END GRADE
BRIDGE 112
NC 87
-L-
PI = 25+70.00
EL = 613.20'
(+)0.4675%
(+)4.7015%
VC = 490'
K = 116
PI = 29+05.00
EL = 628.95'
(+)4.7015%(+)3.7327%
VC = 120'
K = 124
DS = 56 MPH
DS = 55 MPH
25+75.00 RTBEGIN DITCH613.09(+) 3.5550%29+67.69 RT(+) 4.1473%
630.36
30+00.00 RT
END DITCH
629.93
30+00.00 LT
END DITCH
(+) 10.2445%627.05628.59
29+67.69 LT
BEGIN DITCH
UNDERCUT
SHEET 7 OF 8
PERMIT DRAWING
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -LDET- 21+30 to 22+80 Causeway 0.08 17
Bank Stabilization

2 -L- 20+95 to 22+59 Causeway 0.18 134
Bank Stabilization < 0.01 66

TOTALS*: < 0.01 0.26 66 151 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 8 OF 8
440 SQ. Ft. OF STREAM IMPACT FOR DETOUR INTERIOR BENT
516 SQ. Ft. OF STREAM IMPACT FOR INTERIOR BENT
SOME TEMPORARY STREAM IMPACTS FROM CAUSEWAY NOT RECORDED DUE TO PERMANENT BANK STABILIZATION
IMPACTS

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
ALAMANCE COUNTY
B-5728

NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
11/11/2021
VICINITY MAP
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

FUNC CLASS =
K
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
11/12/2021Q:\RA\10011-101\B5728\Hydraulics\PERMITS_Environmental\Drawings\B5728_buff_01_tsh.dgnjsmithheartCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NABEGIN BRIDGE
PROJECT
BEGIN
ALAMANCE COUNTY
10
65
55
DUAL 7%* TTST =3%
MINOR ARTERIAL -
REGIONAL
B-5728
B-5728See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
PE45684.1.1
-L- STA 20+07.00 -L- STA 23+47.00
1561
1564
1558
1558
1557
1554
1556
1504
1500
87
87
50 100
50 100
10 20
50 25
50 25
10 5
= 0.288 mi
= 0.064 mi
= 0.224 mi
10
2021
2041
TOWN OF OSSIPEE CITY LIMITS
-LDET-
-L-
BEGIN STATE TIP PROJECT B-5728
END STATE TIP PROJECT B-5728
END BRIDGE
REPLACEMENT OF BRIDGE NO. 000112 OVER REEDY FORK
NCDOT CONTACT
DAVID STUTTS, P.E.
PROJECT
END
6,340
7,040
1560
CITY LIMIT
BY
CLEARING ON THIS PROJECT SHALL BE ACCOMPLISHED
MUNICIPAL BOUNDARIES OF OSSIPEE
A PORTION OF THIS PROJECT IS WITHIN THE
-L- STA 14+45.11
-L- STA 29+67.69
GRADING, DRAINAGE, PAVING, AND STRUCTURE
2018 STANDARD SPECIFICATIONS
1566
-L- STA 14+00.00
BEGIN CONSTRUCTION
-L- STA 30+00.00
END CONSTRUCTION
NOVEMBER 16, 2021

H
A
W
RI
V
E
RREEDYF
O
R
K
METHOD II
GRAY MODLIN P.E.
TRENT HUFFMAN P.E.
45684.2.1 N/A
N/A
ROW/ UT

PROJECT B-5728
LENGTH OF TIP
TIP PROJECT B-5728
LENGTH OF STRUCTURES
TIP PROJECT B-5728
LENGTH OF ROADWAY
MARCH 25, 2021
11/12/2021
PM: CAMERON LONG, PE
SITE 1 REEDY FORKREEDY FORKON NC 87SR 1569 is not broken at Altamahaw
Ossipee
Sch.
AO
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RALEIGH, NORTH CAROLINA 27609
4700 FALLS OF NEUSE ROAD, SUITE 300
[phone] VOICE [phone] FAX
NC License NO.: F-0105
NC 87TO OLD NC 87 TO TROXLER LN
4 5
OSSIPEE
(NOT TO SCALE)ROW PLANS
BUFFER IMPACTS PERMIT
SHEET 1 OF 3
BUFFER DRAWING
NAD 83 NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-5728
11/12/2021Q:\RA\10011-101\B5728\Hydraulics\PERMITS_Environmental\Drawings\B5728_buff_02_psh04.dgnjsmithheart8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83 NAD 2011
4700 FALLS OF NEUSE ROAD, SUITE 300
RALEIGH, NORTH CAROLINA 27609
[phone] VOICE [phone] FAX
NC License NO.: F-0105
-L- STA 24+00.00MATCHLINE SHEET 5-LDET-
ELEV=591.08'
149.60' RIGHT
STA -L- 19+71.35
SPIKE IN 28" POPLAR
TMB #2
ELEV=615.33'
115' LEFT
STA -L- 18+69.15
SPIKE IN 16"QU
TMB #1
FOR -L- PROFILE SEE SHEET NO. 6
FOR DETOUR SEE SHEET NO. 2B-1
TO OLD NC 87
0 50 1005025
BL-3
EIP
EIP
EIP
EIP
EIP
EIP
8" CMP8" CMP15" RCP 36" RCPUNKNOW
NDESTI
NATI
ONRIPRAPEOST
6 in, PVC Town of Ossipee CONC.MTL
TO OLD NC 87 26' BST
BRIDGE #112
CONC. STL BST
MTL
1SBLKBUS
CONC.
10'GR
RUINS
15"RCP 8" CMPS
SABRINA M. BARBER
LEE LOIUS BARBER
.64' R/W-EIPEXISTING R/W
EXISTING R/W18" RCPSHIRLEY B. MITCHELL
ROY W. MITCHELL
MCMILLAN
LUCY ANN
JANE N. MCIVER
JAMES W. MCIVER
TRACY G. TORAIN
TERRY TORAN
HAMLETT
BARBARA LEE
MISTY D. JONES
BETTY BEAN SUTTON
ALBERT GURNEY &
BETTY BEAN SUTTON
ALBERT GURNEY &
MANSFIELD
PEGGY G.
NEWTON
LOUIS S.
CONC HW
EIP
S
HTR
DECK
DECK
S
S
S
S
GR
EIP
EIP
EIP
EIP
EIP
EIP
EIP
ANTENNA HTR
W/ LT
G
DECK
WOODS
WOODS
WOODS
20' UNOPENED STREET20'
UNOPENED STREETEXISTING R/W100.00'S
BYERLY
MICHAEL A.
BARBER
SABRINA M.
LEE LOIUS &TOWN OF OSSIPEE (OUT)TOWN OF OSSIPEE (IN)DB 484 PG 500EASEMENT
EXISTING R/W EXISTING R/W
WOODS
SABRINA M. BARBER
LEE LOIUS BARBER
GLEN RAVEN MILLS INC
WILLIAM R. BOOE
KAY TROXLER BOOE
RIPRAP
BL-4
WOODS
TOWN OF OSSIPEE (OUT)
TOWN OF OSSIPEE (IN)
JOSEPH H. TROXLER HEIRS
TROXLER REAL ESTATE
3 in, steel-L- 24+15.39 42.33 RT
Top Pipe Elev= 592.40
TH 3
-L- 24+01.87 63.78 RT
Top Pipe Elev= 591.03
TH 2
24 in, SteelWilliams PipelineDB 1207 PG 561CARDINAL PIPELINE COMPANY, L.L.C.60' R/W EASEMENTBM1
BM2 GRBEGIN TIP PROJECT B-5728
PI Sta 14+20.36
D
L = 49.51'
T = 24.75'
R = 15,192.72'
PI Sta 14+69.86
D
L = 49.51'
T = 24.75'
R = 11,085.86'1520-L-
-L--L- PC Sta. 13+95.60-L- PT Sta. 14+94.62-L- PC Sta. 24+40.48DS = 55 MPH
-L-
e = NC
-L- STA 14+00.00
BEGIN CONSTRUCTION
-L- PRC STA 14+45.11
SHORING
TEMPORARY
SHORING
TEMPORARY
1
2
3
4
FROM STA. -L- 23+50 RT TO STA. -L- 26+00 RT
FROM STA. -L- 18+50 RT TO STA. -L- 19+70 RT
Fill Slope2:1 or Flatter
b= 2.0 Ft.
d= 1.0 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL 401
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
D Flatter4:1 or
( Not to Scale)
SPECIAL CUT DITCH w/HINGE
6.0'
4:1
V
A
RIA
BLE
FROM STA. -L- 29+67.69 LT TO STA. -L- 30+00 LT
FROM STA. -L- 25+75 RT TO STA. -L- 29+67.69 RT
FROM STA. -L- 14+50 RT TO STA. -L- 15+00 RT
FROM STA. -L- 14+00 LT TO STA. -L- 14+45.11 LT
DETAIL 501
Min. D= 0.5 Ft.
Ground
Natural
Slope
Ditch
Front
DP1REEDY FORKREEDY FORKSHEET 2 OF 3
BUFFER DRAWING
RETAIN
18"
15"
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
TB 2GI
TB 2GI
15" RCP-IV
EST 58 SY GEOTEXTILE
EST 26 TONS CL B RIPRAP
SEE DETAIL 401
TOE PROTECTION
EST 90 SY GEOTEXTILE
EST 40 TONS CL B RIPRAP
SEE DETAIL 401
TOE PROTECTION
w/ ELBOWS
15" CSP
EST 112 SY GEOTEXTILE
EST 51 TONS CL B RIPRAP
SEE DETAIL 401
TOE PROTECTION
C
F
C
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
C
C
C C
C
SITE 1
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
Site Station Structure
No.(From/To)Size / Type
1 -L- 19+75 to 23+50 Bridge X 14938 9374 24312
0 0 0 14938 9374 24312 0 0
NOTES:
Revised 2018 Feb SHEET 3 OF 3
ALLOWABLE MITIGABLE
11/11/2011
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
ALAMANCE COUNTY
B-5728
BUFFER
REPLACEMENT
IMPACTS
RIPARIAN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TOTALS*:
ROAD
CROSSING BRIDGE PARALLEL
IMPACT ZONE 1
(ft2)
ZONE 2
(ft2)
TYPE