S NORTH CAROLINA D EPARTMENTOF … · state of north carolina departmentof transportation roy...
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STATE OF NORTH CAROLINA D EPARTMENT OF T RANSPORTATION ROY COOPER JAMES H. TROGDON, III GOVERNOR SECRETARY Mailing Address: NC DEPARTMENT OF TRANSPORTATION ENVIRONMENT ANALYSIS UNIT 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 Telephone: (919) 707-6000 Fax: (919) 212-5785 Customer Service: 1-877-368-4968 Website: www.ncdot.gov Location: 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 January 16, 2018 Wilmington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, NC 28403 ATTN: Ms. Liz Hair NCDOT Division 6 Project Coordinator Subject: Request for Modification of Individual Section 404 and Section 401 Water Quality Certification for Fayetteville Outer Loop from I-95 South of Fayetteville to NC 24-87, Cumberland, Hoke and Robeson Counties. Federal Aid Project No. NHP-0620(031), State Project No. 34817.3.13, TIP Nos. X-002 B&C, and U-2519 AA, AB, BA, BB, CA, DA, E. Debit $570.00 from WBS 34817.3.13 References: Section 404 and 401 Individual Permit Application requested April 25, 2008 Section 404 Individual Permit Issued October 23, 2008 (SAW-2008-01413) Section 401 Water Quality Certification issued October 6, 2008 (20080737) Section 401 Wetland 401 Modification requested May 21, 2010 Section 401 Modification issued December 16, 2010 (20080737 v. 3) Section 404 Modification issued December 21, 2010 (SWA-2008-01413) Section 401 Modification issued May 22, 2014 (20080737 v. 4) Section 404 Modification issued June 24, 2014 (SAW-2008-01413) Section 401 Modification issued January 19, 2017 (20080737 v. 5) Section 401 Modification issued April 28, 2017 (20080737 v. 7) Section 404 Modification issued April 25, 2017 (SAW-2008-01413) Section 404 Modification issued April 26, 2017 (SAW-2008-01413) Section 401 Modification issued May 5, 2017 (20080737 v. 6) Dear Madam: The purpose of this modification request is to provide additional impacts as the result of the receipt of Duke Progress Energy’s (DEP) relocation of transmission lines along the Fayetteville Outer Loop. Attached are the revised utility permit drawings which includes the previously permitted sewer relocation impacts to be completed by the Fayetteville Public Works Commission. Permit Site #2 wetland impacts will increase due to DEP’s transmission line turning to go around the proposed bridge structure. The impact of permanent wetland fill is <0.01 acre (approximately 19 sf). The existing pole located at approximate station 605+85+/- will be removed.
Transcript of S NORTH CAROLINA D EPARTMENTOF … · state of north carolina departmentof transportation roy...
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER JAMES H. TROGDON, III GOVERNOR SECRETARY
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
ENVIRONMENT ANALYSIS UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
Telephone: (919) 707-6000
Fax: (919) 212-5785
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Location:
1020 BIRCH RIDGE DRIVE
RALEIGH NC 27610
January 16, 2018
Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
ATTN: Ms. Liz Hair
NCDOT Division 6 Project Coordinator
Subject: Request for Modification of Individual Section 404 and Section 401 Water Quality
Certification for Fayetteville Outer Loop from I-95 South of Fayetteville to NC 24-87,
Cumberland, Hoke and Robeson Counties. Federal Aid Project No. NHP-0620(031),
State Project No. 34817.3.13, TIP Nos. X-002 B&C, and U-2519 AA, AB, BA, BB, CA,
DA, E. Debit $570.00 from WBS 34817.3.13
References: Section 404 and 401 Individual Permit Application requested April 25, 2008
Section 404 Individual Permit Issued October 23, 2008 (SAW-2008-01413)
Section 401 Water Quality Certification issued October 6, 2008 (20080737)
Section 401 Wetland 401 Modification requested May 21, 2010
Section 401 Modification issued December 16, 2010 (20080737 v. 3)
Section 404 Modification issued December 21, 2010 (SWA-2008-01413)
Section 401 Modification issued May 22, 2014 (20080737 v. 4)
Section 404 Modification issued June 24, 2014 (SAW-2008-01413)
Section 401 Modification issued January 19, 2017 (20080737 v. 5)
Section 401 Modification issued April 28, 2017 (20080737 v. 7)
Section 404 Modification issued April 25, 2017 (SAW-2008-01413)
Section 404 Modification issued April 26, 2017 (SAW-2008-01413)
Section 401 Modification issued May 5, 2017 (20080737 v. 6)
Dear Madam:
The purpose of this modification request is to provide additional impacts as the result of the receipt of Duke
Progress Energy’s (DEP) relocation of transmission lines along the Fayetteville Outer Loop. Attached are the
revised utility permit drawings which includes the previously permitted sewer relocation impacts to be completed
by the Fayetteville Public Works Commission.
Permit Site #2 wetland impacts will increase due to DEP’s transmission line turning to go around the proposed
bridge structure. The impact of permanent wetland fill is <0.01 acre (approximately 19 sf). The existing pole
located at approximate station 605+85+/- will be removed.
BONES CREE
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BONES CREEK
LIT
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RFIS
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UT
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TO
BO
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S
CR
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UT
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BO
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3GI
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15" RCP-III
OTCB
DU
KE
EN
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TR
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MISSI
ON
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TRANSMISSION E
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DUKE ENERGY P
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TRANSMISSION E
ASEMENT
DUKE ENERGY P
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EASEMENTPROP. TRANSMIS
SION
DUKE ENERGY
TRANSMISSION EASEMENT
DUKE ENERGY PROP.
UTILITY RELOCATION BY OTHERS
TRANSMISSION EASEMENT
DUKE ENERGY PROP.
TRANSMISSION EASEMENT
DUKE ENERGY PROP.
UTILITY RELOCATION BY OTHERS
TRANSMISSION EASEMENT
DUKE ENERGY PROP.
BY OTHERS
RELOCATION
UTILITY
TRANSMISSION E
ASEMENT
DUKE ENERGY P
ROP.
TYPE B-77
TYPE B-77
GRAU 350
GRAU 350
A DC
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PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
1
DESIGN DATA
DIVISION OF HIGHWAYS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
1000 Birch Ridge Dr., Raleigh NC, 27610
CO
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
50
50
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10 20510
C203759
VICINITY MAP
Lake
LakeWilliams
Little
Rockfish
Creek
Creek
Bones
Raeford
Rd.
3569
Centu
ry Rd.
1104
Strickland
Bridg
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Rd.
1104
Cliffdale Rd.
1400
Reilly
S.
Rd.
1403
Aberdeen & R
ockfish R
ailroadCl
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Rd.
1400
401
401
Rim
162
HOPE MILLSTO
FAYETTEVILLE
TO
BraggFort
BraggFort
Hoke C
ounty
Cu
mberla
nd C
ounty
CREEKROCKFISH
LITTLE
US 401-Y1-
US 401-Y1-
RDCLIFFDALE
-SR1-
-Y23-
-SR1-
RAILROADROCKFISH
ABERDEEN &-RR- & -RR_F-
PROPOSED TRAFFIC SIGNAL
NHP-0620(031)
JUNE 21, 2016
34817.3.13
Prepared for the Office of:
2015 36,000
2040 47,700
8%
55%
70
12%*T
*(TTST 4% + DUALS 8%)
STATEWIDE TIER
-Y2- STA. 13+75.00
BEGIN CONSTRUCTION
BEGIN TIP PROJECT B-5516
-Y2- STA. 22+72.63
END CONSTRUCTION
END TIP PROJECT B-5516
-L- STA. 580+00.00
BEGIN CONSTRUCTION
BEGIN TIP PROJECT U-2519CA
2012 STANDARD SPECIFICATIONS
AR
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E
N
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TOF TRA
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&
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-L-401
FUNC CLASS = FREEWAY /INTERSTATE
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(TOP)
(BOTTOM)RAILROADROCKFISH
ABERDEEN &-RR- & -RR_F-
CREEKBONES
RIMLAKE
(RAEFORD RD)SR 3569
-Y2-
(RAEFORD RD)SR 3569
-Y4-(REILLY RD)
SR 1403-Y3-
TOTAL LENGTH TIP PROJECT U-2519CA = 3.127 MILES
LENGTH STRUCTURE TIP PROJECT U-2519CA = 0.565 MILE
LENGTH ROADWAY TIP PROJECT U-2519CA = 2.562 MILES
TOTAL LENGTH TIP PROJECT B-5516 = 0.170 MILE
LENGTH STRUCTURE TIP PROJECT B-5516 = 0.013 MILE
LENGTH ROADWAY TIP PROJECT B-5516 = 0.157 MILEPAUL A. MEEHAN, PE
PHILLIP E. ROGERS, PE
JAMES A. RICE, PE
ANTHONY G. THOMPSON, PE
THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
A PORTION OF THIS PROJECT IS LOCATED WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF FAYETTEVILLE
FUTURE
INTERSTATE
295
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
OF US 401 TO SOUTH OF SR 1400 (CLIFFDALE ROAD).FUTURE I-295 - FAYETTEVILLE OUTER LOOP FROM SOUTH
-L1- POT STA. 743+03.78
-L- POT STA. 745+08.65=
-Y23- POT STA. 95+72.42
-SR1- POT STA. 94+75.68=
U-2519CA
U-2519CB
-L- POT STA. 745+08.65
END TIP PROJECT U-2519CA
-L1- STA. 779+80.00 (LT.)
END CONSTRUCTION
(CLIFFDALE RD)SR 1400
U-2519CA & B-5516
JUNE 21, 2016
-L- STA. 587+69.00 (RT)
-L- STA. 587+50.00 (LT)
BEGIN BRIDGE
-L- STA. 592+62.71 (RT)
-L- STA. 592+43.71 (LT)
END BRIDGE
-L- STA. 604+37.22 (RT)
-L- STA. 603+90.00 (LT)
BEGIN BRIDGE
-L- STA. 627+33.15 (RT)
-L- STA. 627+11.40 (LT)
END BRIDGE
-L- STA. 650+82.01 (RT)
-L- STA. 650+70.92 (LT)
BEGIN BRIDGE
-L- STA. 652+83.01 (RT)
-L- STA. 652+70.71 (LT)
END BRIDGE
STRUCTURES & SIGNALSGRADING, PAVING, DRAINAGE, RETAINING WALLS,
NCDOT CONTACT:K. ZAK HAMIDI, PE
DESIGN-BUILD UNIT - PROJECT ENGINEER
SITE 2
SITE 3
ImpactsWetland & Stream
Utility
SITE 5
SHEET __ OF __PERMIT DRAWING
BARNHILL
CONTRACTINGCOMPANY
END PROJECT
BEGIN PROJECT
BRIDGE NO. 14
Rev
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1/1
6/20
18
JMASSROC
Typewritten Text
1
JMASSROC
Typewritten Text
9
SIGN32562
DATE32562
SIGN042084
DATE042084
SOIL
ABE
RDEE
N -
ROCKFIS
H
RR
ABE
RDEE
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ROCKFIS
H
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SOIL
SOI
L
DB 8047 P
G 83
BARKER CORPORATION
DB 8580 PG 263
BARKER CORPORATION
DB 8580 PG 263
DB 8580 PG 263
BARKER CORPORATION
BARKER CORPORATION
DB 8580 PG 263
DB 8047 P
G 83
EXIS
TIN
G
R/
W
EXIS
TIN
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R/
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80.00'
100.00'
SHEET __ OF __PERMIT DRAWING
0
PLANS
50 25 50 100
-L- PC Sta. 609+74.87
-L- Sta. 606+85.56, 59.00' RT
-Y1RPC- PC Sta. 10+00.00 =
-L- Sta. 609+74.87, 71.00' LT-Y1RPB- POT Sta. 10+00.00 =
-RR- POT Sta. 20+57.77
-RR- POT Sta. 18+92.72
-L- POT Sta. 605+59.79 =
-RR_F- POT Sta. 18+83.04
-L- POT Sta. 605+41.64 =
-RR_F- POT Sta. 20+62.81
605+00
610
+0015
+00
15+00
20+00
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2032
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NAD 83
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WETLANDDENOTES FILL INF F
LEGEND:
SITE 2
REM
REM
DUKE ENERGY
PROP. TRANSMISSION LINES
100'
TRANSMISSION EASEMENT
DUKE ENERGY PROP.
EASEMENTPROP. TRANSMISSIONDUKE ENERGY
NAD 83
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
U-2519CA 6
MA
TC
HLIN
E -L- STA. 601+
00, SEE S
HEET 5
MA
TC
HLIN
E -L- STA. 615
+00, SEE S
HEET 7
SEE SHEET 2D-1 FOR DITCH DETAILSSEE SHEET 41 FOR -Y1RPC- PROFILESEE SHEET 40 FOR -Y1RPB- PROFILE
SEE SHEET 23 FOR -L- PROFILESEE SHEET 2B-2 FOR BRIDGE SKETCH
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AG
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CONTRACTINGCOMPANY
W/ FG
2GI
W/ FG
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15" RCP-III
15" RCP-III
2GI
18" RC
P-III
W/ E
LBO
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18"
CSP
EST. 3 TONSCLASS 'B' RIP RAP
10 SY GEO-TEXTILE
FS
2GI W/ FG
RCP-III
15"
Rev
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1/1
6/20
18
JMASSROC
Typewritten Text
2
JMASSROC
Typewritten Text
9
SIGN32562
DATE32562
SIGN042084
DATE042084
SOIL
ABE
RDEE
N -
ROCKFIS
H
RR
ABE
RDEE
N -
ROCKFIS
H
RR
SOIL
SOI
L
DB 8047 P
G 83
BARKER CORPORATION
DB 8580 PG 263
BARKER CORPORATION
DB 8580 PG 263
DB 8580 PG 263
BARKER CORPORATION
BARKER CORPORATION
DB 8580 PG 263
DB 8047 P
G 83
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
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80.00'
100.00'
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SHEET __ OF __PERMIT DRAWING
0
PLANS
50 25 50 100
-L- PC Sta. 609+74.87
-L- Sta. 606+85.56, 59.00' RT
-Y1RPC- PC Sta. 10+00.00 =
-L- Sta. 609+74.87, 71.00' LT-Y1RPB- POT Sta. 10+00.00 =
-RR- POT Sta. 20+57.77
-RR- POT Sta. 18+92.72
-L- POT Sta. 605+59.79 =
-RR_F- POT Sta. 18+83.04
-L- POT Sta. 605+41.64 =
-RR_F- POT Sta. 20+62.81
605+00
610
+0015
+00
15+00
20+00
20+00
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2032
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LEGEND:
SITE 2
REM
REM
DUKE ENERGY
PROP. TRANSMISSION LINES
100'
TRANSMISSION EASEMENT
DUKE ENERGY PROP.
EASEMENTPROP. TRANSMISSIONDUKE ENERGY
NAD 83
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
U-2519CA 6
MA
TC
HLIN
E -L- STA. 601+
00, SEE S
HEET 5
MA
TC
HLIN
E -L- STA. 615
+00, SEE S
HEET 7
SEE SHEET 2D-1 FOR DITCH DETAILSSEE SHEET 41 FOR -Y1RPC- PROFILESEE SHEET 40 FOR -Y1RPB- PROFILE
SEE SHEET 23 FOR -L- PROFILESEE SHEET 2B-2 FOR BRIDGE SKETCH
12/08/17 -
GU
AR
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N: R
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AR
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ND
UNIT
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TO
GR
EU 350 -
AG
T
BARNHILL
CONTRACTINGCOMPANY
W/ FG
2GI
W/ FG
2GI
15" RCP-III
15" RCP-III
2GI
18" RC
P-III
W/ E
LBO
WS
18"
CSP
EST. 3 TONSCLASS 'B' RIP RAP
10 SY GEO-TEXTILE
FS
2GI W/ FG
RCP-III
15"
Rev
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1/1
6/20
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JMASSROC
Typewritten Text
3
JMASSROC
Typewritten Text
9
SIGN32562
DATE32562
SIGN042084
DATE042084
II
4
H
bb
b
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EXIS
TIN
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R/
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EXIS
TIN
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EXIS
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100' R/W
200'
R/W
EXIS
TIN
G
R/
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EXIS
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G
R/
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EXIS
TIN
G
R/
W
WE
11' BST
SOIL
SOIL & GR
VINEYARD
R 5
11
W/LT
R10
R12
W/LT
R18
R6
POOL
SR 3569 R
AE
FO
RD
RD 30' B
ST
SB
L
NB
L
EIP
EIP
EIP
-E
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}
P
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1003
1006
1010
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TIN
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HL 3S
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LY R
D
14
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d
d
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d
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30" C
ONC
30" C
ONC
30" CONC
30" C
ON
C
18" CONC
24" C
ON
C
DB 3675 PG 120
BARKER CORPORATION
DB 3675 PG 120
BARKER CORPORATION
DB 3675 PG 120
BARKER CORPORATION
DB 2749 PG 761
NC FISH HATCHERY
DB 3675 PG 120
BARKER CORPORATION
DB 9261 PG 235 DB 3940 PG 394
WILLIAM J. GILLIS
DB 2882 PG 775
PETE G. LESLIE
DB 284 PG 528
NC FISH HATCHERY
DB 7258 PG 706
N C STATE FISH HATCHERY
DB 284 PG 528
NC FISH HATCHERY
DB 3082 PG 589
TED CHAPPELL
12-CVS-2518
DB 9261 PG 235
WILLIAM J. GILLIS
FREDDIE MCLEAN
DB 6558 PG 399
DB 3794 PG 571
BARKER CORPORATION
30" CONC
18" CONC
24" C
ON
C
REMOVE 1 WATER METER
ABANDON
0.375" THICK
ENCASEMENT BY OPEN CUT,
PROP. 242' OF 34" STEEL
42" STEEL ENCASEMENT
42" S
TE
EL
EN
CAS
EM
EN
T0.500" THICK
ENCASEMENT BY OPEN CUT,
PROP. 260' OF 42" STEEL
MH1
MH2
MH3
MH4
MH5
42" S
TE
EL
EN
CAS
EM
EN
T0.500" THICK
ENCASEMENT BY OPEN CUT,
PROP. 260' OF 42" STEEL
22 1/2°
22 1/2°
34" STEEL E
NC
ASE
ME
NT
ABANDON
ABANDON
AB
AN
DO
N
ABANDON
PLUG
PLUG
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
GV
ABANDON 60' OF 24" UTILITY PIPEABANDON 306' OF 24" UTILITY PIPEREMAINING EX. 24" WATERLINE TO BE ABANDONED WILLBE REMOVED WITH THE UNDERCUT
PROP. 424' OF 24" WATER LINE(RJ DI, PC 250)PROP. 298' OF 24" WATER LINE(RJ DI, PC 250) 1-24" VALVE
MANUFACTURED RESTRAINED JOINT
2-24"-22-1/2° RJ DI BENDS
MANUFACTURED RESTRAINED JOINT
2-24"-22 1/2° RJ DI BENDS
22 1/2°
22 1/2°
24" WATER LINE
LINE TO INSTALL PROP.
REMOVE EXIST. 24" WATER
24" WATER LINE
LINE TO INSTALL PROP.
REMOVE EXIST. 24" WATER
VALVE
PROP. 24" GATE
USE RESTRAINED RETAINER GLANDSTIE-IN POINTS
ONLY ON FULL BODY SLEEVES AT THE
RF
H
PROFILE 2
PROFILE 3
(RJ DI, PC 350)
30' OF 6" FH WATER LINE
1-6" FH VALVE
24" X 6" RJ DI FH TEE
RELOCATE FIRE HYDRANT
16" WATER LINE
LINE TO INSTALL PROP.
REMOVE EXIST. 16" WATER
SHEET __ OF __PERMIT DRAWING
SHEET 7A
BONES CREEK CLOMR EXCAVATION
LIMITEASEMENT
ELEV. = 145'
3:1
10'
* NO EXCAVATION IN WETLANDS
LIMITWETLAND
B
-Y1- Sta. 30+42.90, 12.00' LT-Y1RPB- PT Sta. 28+03.64 =
-Y1RPB- PT Sta. 16+31.03
-Y1RPAA- PC Sta. 11+25.86
-Y1- Sta. 24+82.08, 48.00' RT
-Y1RPBB- PT Sta. 14+11.13 =
-Y1RPCC- PC Sta. 11+37.94
-Y1RPC- PT Sta. 25+41.12
-Y1RPA- PC Sta. 23+46.95, 19.00' RT
-Y1RPAA- POT Sta. 10+00.00 =
C D
B
A
-Y1RPC- Sta. 26+15.80, 27.00' RT
-Y1RPCC- POT Sta. 9+92.99 =
-L- Sta. 641+17.36, 59.00' LT
-Y1RPA- POT Sta. 10+00.00 =
-Y1RPA- PT Sta. 19+81.57
-Y1RPA- PC Sta. 14+68.68
-Y1RPD- SC Sta. 11+20.00
-L- Sta. 641+87.33, 71' RT
-Y1RPD- ST Sta. 10+00.00 =
-Y1RPD- PC Sta. 23+23.59
-Y1RPA- PC Sta. 23+49.77
-Y1RPC- PC Sta. 26+15.80
-Y1RPD- PT Sta. 27+93.64
-Y1- Sta. 27+25.80, 12.00' RT
-Y1RPD- CS Sta. 14+80.40
-Y1RPD- ST Sta. 16+00.40
-Y1- Sta. 27+17.14, 36.00' LT
-Y1RPC- PT Sta. 30+53.31- =
-Y1RPD- STA. 23+16.45
-Y1RPDD- POT Sta. 10+00.00 =
-Y1RPB- PC Sta. 21+55.26
-Y1RPBB- POT Sta. 9+95.54 =
-Y1- Sta. 26+27.61, 48.00' LT-Y1RPAA- PT Sta. 13+03.48 =
-Y1- Sta. 32+34.18, 48.00' LT-Y1RPDD- PT Sta. 12+99.39=
-Y4- PT Sta. 12+
81.35
-Y4- PRC S
ta. 11+79.48
-Y4- PC S
ta. 10+60.67
-Y3
RA- POC S
ta. 11+12.06
-Y4- POT Sta. 10+
55.00 =
615
+00
620+00
625+00
630+00
635+00
640+00
20+00 25+00
10+00
20+00
25+00
30+00
20+00
15+00
15+0020+00
25+00
25+00
30+00
35+00
10
-Y1RPBB- PC Sta. 11+75.30
-Y1- Sta. 30+27.86, 36.00' RT
-Y1RPA- PT Sta. 27+65.75 =
-Y1- Sta. 31+53.88, 36.0' RT
-Y1RPCC- PT Sta. 13+30.04 =
15Sta. 16+71.48
-DR3- POT
-DR3- PT Sta. 16+04.48
Sta. 14+64.44
-DR3- PRC
-DR3- PC Sta. 12+47.35
-DR3- PT Sta. 10+94.93
-Y1- POT STA. 33+75.00
-DR3- POT Sta. 10+00.00 =
-DR3- PC Sta. 10+49.77
25
025
025
04
03
04
03
02
5
02
5
02
5
025
025
025
025
025
025 02
5
02
5
025
025
02
5
02
5
025
025
025
025
025
025
025
025
025
025
025
03
025
025
025
02
01
00
01
02
025
025
02
02
01
01
02
50
25
02
020
101
00
025
025
025
025
02
025
02
50
25
025
02
5 025
02
5
02
5
02
5
02
5
00
0102
025
03
010
02
02
02
01
020
25
01
020
25
025
025
03
04
04
03
02
50
25
01
01
00
00
01
01
02
02
02503
04
NAD 83
BO
NE
S
CR
EE
K
1
1
2
2
2
1
1
3
4
5
6
3
SITE 2
SITE 3
LEGEND:
E EIN WETLAND
DENOTES EXCAVATION
NAD 83
ATTENUATOR
04
03
04
03
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
03
025
025
025
025
025
02
025
025
025
03
010
02
7
MA
TC
HLIN
E -L- STA. 615
+00, SEE S
HEET 6
MA
TC
HLIN
E -L- STA. 643+
00, SEE S
HEET 8
U-2519CA
-Y1- S
TA. 22
+50, SE
E SHEET
17
MATCHLINEUS-4
01
US-401
MATCHLINE -
Y1- ST
A. 38+
00, SE
E SHEET
18
MATCHLIN
E, SE
E B-55
16 PLA
NS
RAEF
ORD R
OAD
RAEF
ORD RO
AD
MATC
HLI
NE, SEE S
HEE
T 18
SEE SHEET 2D-1 FOR DITCH DETAILSSEE SHEET 42 FOR -Y1RPDD- PROFILESEE SHEET 41 FOR -Y1RPCC- PROFILESEE SHEET 40 FOR -Y1RPBB- PROFILESEE SHEET 39 FOR -Y1RPAA- PROFILE
SEE SHEET 42 FOR -Y1RPD- PROFILESEE SHEET 41 FOR -Y1RPC- PROFILESEE SHEET 40 FOR -Y1RPB- PROFILESEE SHEET 39 FOR -Y1RPA- PROFILE
SEE SHEETS 37 & 38 FOR -Y1- PROFILESEE SHEETS 24 & 25 FOR -L- PROFILE
SEE SHEET 2B-4 FOR INTERSECTION DETAILSEE SHEET 2B-2 FOR BRIDGE SKETCH
LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
02550 50 100
GRAPHIC SCALE
REVISIONS
6/2/9
9
PE
NTA
BLE:
FIL
E:
\
USER:
JMASSR
OC
DA
TE:
12/19/2
017
NC
DO
T_pdf_color_
eng_10
0.plt
PLO
T D
RIV
ER:
3:2
7:5
9 P
MTIM
E:
NC
DO
T_permits_
CO
N.tbl
END UNITS TO GREU 350 - AGT12/08/17 - GUARDRAIL REVISION: REVISED MEDIAN GUARDRAILEASEMENT ON PARCELS 2, 3 & 5. - AGT09/26/17 - ROW REVISION: ADDED PERMANENT UTILITY
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
SHEET NO.PROJECT REFERENCE NO.
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
BARNHILL
CONTRACTINGCOMPANY
3:13:1
D
( Not to Scale)
STANDARD 4' BASE DITCH
B
d
DETAIL K
B= 4 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= Class 'I' Rip-Rap
Geotextile
PLAN
F
C
RIP-RAPPED ENERGY DISSIPATOR BASIN
DETAIL L
C SECTION
2:1
2:1
Wo
CULVERT
2:1+
RIP RAP NOT SHOWN
APRON
2:1
CL
2:1
2:1+
RIP RAP NOT SHOWN
G
DISSIPATOR POOL APRON
2:1
E
2:1
CULVERT
A
Wo
D
FILL SLOPE
L
A
B
C
D
E
F
G
RIP RAP BASIN #
1
ALL DIMENSIONS APPROXIMATE
BASIN # LOCATION (AT OUTLET)
1
(ft)
DIM.
2.5
1.5
2
1.25
4
21
16
626+85 -L- LT (0735)
CL
GROUNDNATURAL
GEOTEXTILE
REMOVE
REMOVE
FS
HW
RETAIN
Slab Lid
JB w/
DI
RETAIN
W/ FG2GI
Slab Lid
JB w/
W/ FG
2GI
W/ FG
2GI
FS
18" RCP-III
DI
REMOVE
FS
W/ E
LB
OW
S
18"
CSP
75 SY GEOTEXTILE
EST. 70 TONS
CLASS 'I' RIP RAP
ENERGY DISSIPATOR BASIN
W/ FG
2GI
2GI
W/ FG
2GI
W/ FG
2GI
2GI
2GI
2GI
18" RC
P-III
CB(G)
CB(G)
15"
RCP-III
W/ FG
2GI
W/ FG
2GI
W/ FG
2GI
W/ FG
2GI
W/ ELBOWS
18" CSP
Slab Lid
JB w/
48" R
CP-IV W/ FG
2GI
FS
2GI
18" R
CP-III
18" RC
P-III
W/ FG
2GI
W/ ELBOWS
18" CSP
18" RC
P-III
15" RC
P-III
18" R
CP-III
48" RC
P-IV
18" RC
P-III
2GI
15" RC
P-III
W/ FG
2GI
48" R
CP-IV
18" RC
P-III
18" RCP-III
RCP-III
18"
W/ FG
2GI
W/ FG2GI
W/ ELBO
WS
18" CSP
FS
2GI
FS
18" RCP-III
18" RCP-III
24" RCP-III
2GI(A)
W/ FG
2GI
W/ ELBOWS15" CSP
EST. 2 TONS
CLASS 'B' RIP RAP
7 SY GEO-TEXTILE
2GI
W/ FG
2GI
W/ ELBOWS
18" CSPRCP-III
18"
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
W/ FG
2GI
W/ FG2GI
15" RCP-III
15" RCP-III
18"
RCP-III
CB(G)
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
18" R
CP-III
W/ FG
2GI
JB w/MH
RC
P-III
15"
RCP-III
15"
2GI
W/ FG
2GI
FS
FS
18" RCP-III
18" RC
P-III
15" RCP-III
W/ FG
2GI
15" RCP-III
CB(G)
SEE DETAIL 'X'
LATERAL 'V' DITCH
W/ FG
2GI
RCP-III
15"
RCP-III
15"W/ FG
2GI
2GI
CB(G)
15" RCP-III
18" RCP-III
W/ ELBOWS18" CSP
2GI W/ FG
18" RCP-III
2GI W/ FG
160 SY GEOTEXTILEEST. 72 TONSSEE DETAIL 'N'W/ CLASS 'I' RIP RAP2' BASE SPECIAL CUT DITCH
590 SY GEOTEXTILEEST. 292 TONSSEE DETAIL 'O'W/ CLASS 'I' RIP RAP2' BASE LATERAL DITCH
15" RCP-III
18" RCP-III
2GI(D)
W/ FG
2GI
18" RC
P-IV
18" RC
P-IV
SEE DETAIL 'P'
BEHIND RETAINING WALL
CONCRETE DITCH
165 SY GEOTEXTILE
EST. 75 TONS
SEE DETAIL 'Y'
W/ CLASS 'B' RIP RAP
LATERAL 'V' DITCH
NOTE: DO NOT EXCAVATE IN WETLANDSEE DETAIL
CREEK CLOMR ELEV. = 145'AREA EXCAVATED FOR BONES
RCP-III
18"
20 SY GEOTEXTILE
EST. 10 TONS
SEE DETAIL 'BB'
W/ CLASS 'B' RIP RAP
SPECIAL CUT DITCH
DI
RE
MO
VE
W/ E
LB
OW
S24" C
SP
24" RCP-III
24" RCP-III 24" RCP-III 24" RCP-III
24" RC
P-III
W/ FG
2GI(A)
W/ FG
2GI(A)
W/ FG
2GI(A)
W/ FG
2GI(A)
W/ FG
2GI(A)
2GI(D)
18" RCP-III
W/ FG2GI
18"
RCP-III
18"
RCP-IV
18" RC
P-IV
18" RC
P-IV
73 SY GEOTEXTILEEST. 54 TONSSEE DETAIL 'K'W/ CLASS 'I' RIP RAPSTANDARD 4' BASE DITCH
65 SY GEOTEXTILESEE DETAIL 'C' EST. 30 TONS2' BASE LATERAL DITCH W/ CLASS 'B' RIP RAP
2GI W/ FG
15" RCP-III 2GI W/ FG
REINFORCED SOIL SLOPE
RCP-III 18"
Rev
ised
1/1
6/20
18
JMASSROC
Typewritten Text
9
JMASSROC
Typewritten Text
4
SIGN32562
DATE32562
SIGN042084
DATE042084
II
4
H
bb
b
b
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
100' R/W
200'
R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
WE
11' BST
SOIL
SOIL & GR
VINEYARD
R 5
11
W/LT
R10
R12
W/LT
R18
R6
POOL
SR 3569 R
AE
FO
RD
RD 30' B
ST
SB
L
NB
L
EIP
EIP
EIP
-E
Y1-
I
II
H
a
b
}
P
b
b
1003
1006
1010
W
24" D
IP
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
72" C
HL 3S
BW
GR
AVE
L
TO
REIL
LY R
D
14
100.00'
ER
M
ER
M
d
d
d
d
d
d
30" C
ONC
30" C
ONC
30" CONC
30" C
ON
C
18" CONC
24" C
ON
C
DB 3675 PG 120
BARKER CORPORATION
DB 3675 PG 120
BARKER CORPORATION
DB 3675 PG 120
BARKER CORPORATION
DB 2749 PG 761
NC FISH HATCHERY
DB 3675 PG 120
BARKER CORPORATION
DB 9261 PG 235 DB 3940 PG 394
WILLIAM J. GILLIS
DB 2882 PG 775
PETE G. LESLIE
DB 284 PG 528
NC FISH HATCHERY
DB 7258 PG 706
N C STATE FISH HATCHERY
DB 284 PG 528
NC FISH HATCHERY
DB 3082 PG 589
TED CHAPPELL
12-CVS-2518
DB 9261 PG 235
WILLIAM J. GILLIS
FREDDIE MCLEAN
DB 6558 PG 399
DB 3794 PG 571
BARKER CORPORATION
140
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30" CONC
18" CONC
24" C
ON
C
REMOVE 1 WATER METER
ABANDON
0.375" THICK
ENCASEMENT BY OPEN CUT,
PROP. 242' OF 34" STEEL
42" STEEL ENCASEMENT
42" S
TE
EL
EN
CAS
EM
EN
T0.500" THICK
ENCASEMENT BY OPEN CUT,
PROP. 260' OF 42" STEEL
MH1
MH2
MH3
MH4
MH5
42" S
TE
EL
EN
CAS
EM
EN
T0.500" THICK
ENCASEMENT BY OPEN CUT,
PROP. 260' OF 42" STEEL
22 1/2°
22 1/2°
34" STEEL E
NC
ASE
ME
NT
ABANDON
ABANDON
AB
AN
DO
N
ABANDON
PLUG
PLUG
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
GV
ABANDON 60' OF 24" UTILITY PIPEABANDON 306' OF 24" UTILITY PIPEREMAINING EX. 24" WATERLINE TO BE ABANDONED WILLBE REMOVED WITH THE UNDERCUT
PROP. 424' OF 24" WATER LINE(RJ DI, PC 250)PROP. 298' OF 24" WATER LINE(RJ DI, PC 250) 1-24" VALVE
MANUFACTURED RESTRAINED JOINT
2-24"-22-1/2° RJ DI BENDS
MANUFACTURED RESTRAINED JOINT
2-24"-22 1/2° RJ DI BENDS
22 1/2°
22 1/2°
24" WATER LINE
LINE TO INSTALL PROP.
REMOVE EXIST. 24" WATER
24" WATER LINE
LINE TO INSTALL PROP.
REMOVE EXIST. 24" WATER
VALVE
PROP. 24" GATE
USE RESTRAINED RETAINER GLANDSTIE-IN POINTS
ONLY ON FULL BODY SLEEVES AT THE
RF
H
PROFILE 2
PROFILE 3
(RJ DI, PC 350)
30' OF 6" FH WATER LINE
1-6" FH VALVE
24" X 6" RJ DI FH TEE
RELOCATE FIRE HYDRANT
16" WATER LINE
LINE TO INSTALL PROP.
REMOVE EXIST. 16" WATER
SHEET __ OF __PERMIT DRAWING
SHEET 7A
BONES CREEK CLOMR EXCAVATION
LIMITEASEMENT
ELEV. = 145'
3:1
10'
* NO EXCAVATION IN WETLANDS
LIMITWETLAND
B
-Y1- Sta. 30+42.90, 12.00' LT-Y1RPB- PT Sta. 28+03.64 =
-Y1RPB- PT Sta. 16+31.03
-Y1RPAA- PC Sta. 11+25.86
-Y1- Sta. 24+82.08, 48.00' RT
-Y1RPBB- PT Sta. 14+11.13 =
-Y1RPCC- PC Sta. 11+37.94
-Y1RPC- PT Sta. 25+41.12
-Y1RPA- PC Sta. 23+46.95, 19.00' RT
-Y1RPAA- POT Sta. 10+00.00 =
C D
B
A
-Y1RPC- Sta. 26+15.80, 27.00' RT
-Y1RPCC- POT Sta. 9+92.99 =
-L- Sta. 641+17.36, 59.00' LT
-Y1RPA- POT Sta. 10+00.00 =
-Y1RPA- PT Sta. 19+81.57
-Y1RPA- PC Sta. 14+68.68
-Y1RPD- SC Sta. 11+20.00
-L- Sta. 641+87.33, 71' RT
-Y1RPD- ST Sta. 10+00.00 =
-Y1RPD- PC Sta. 23+23.59
-Y1RPA- PC Sta. 23+49.77
-Y1RPC- PC Sta. 26+15.80
-Y1RPD- PT Sta. 27+93.64
-Y1- Sta. 27+25.80, 12.00' RT
-Y1RPD- CS Sta. 14+80.40
-Y1RPD- ST Sta. 16+00.40
-Y1- Sta. 27+17.14, 36.00' LT
-Y1RPC- PT Sta. 30+53.31- =
-Y1RPD- STA. 23+16.45
-Y1RPDD- POT Sta. 10+00.00 =
-Y1RPB- PC Sta. 21+55.26
-Y1RPBB- POT Sta. 9+95.54 =
-Y1- Sta. 26+27.61, 48.00' LT-Y1RPAA- PT Sta. 13+03.48 =
-Y1- Sta. 32+34.18, 48.00' LT-Y1RPDD- PT Sta. 12+99.39=
-Y4- PT Sta. 12+
81.35
-Y4- PRC S
ta. 11+79.48
-Y4- PC S
ta. 10+60.67
-Y3
RA- POC S
ta. 11+12.06
-Y4- POT Sta. 10+
55.00 =
615
+00
620+00
625+00
630+00
635+00
640+00
20+00 25+00
10+00
20+00
25+00
30+00
20+00
15+00
15+0020+00
25+00
25+00
30+00
35+00
10
-Y1RPBB- PC Sta. 11+75.30
-Y1- Sta. 30+27.86, 36.00' RT
-Y1RPA- PT Sta. 27+65.75 =
-Y1- Sta. 31+53.88, 36.0' RT
-Y1RPCC- PT Sta. 13+30.04 =
15Sta. 16+71.48
-DR3- POT
-DR3- PT Sta. 16+04.48
Sta. 14+64.44
-DR3- PRC
-DR3- PC Sta. 12+47.35
-DR3- PT Sta. 10+94.93
-Y1- POT STA. 33+75.00
-DR3- POT Sta. 10+00.00 =
-DR3- PC Sta. 10+49.77
25
025
025
04
03
04
03
02
5
02
5
02
5
025
025
025
025
025
025 02
5
02
5
025
025
02
5
02
5
025
025
025
025
025
025
025
025
025
025
025
03
025
025
025
02
01
00
01
02
025
025
02
02
01
01
02
50
25
02
020
101
00
025
025
025
025
02
025
02
50
25
025
02
5 025
02
5
02
5
02
5
02
5
00
0102
025
03
010
02
02
02
01
020
25
01
020
25
025
025
03
04
04
03
02
50
25
01
01
00
00
01
01
02
02
02503
04
NAD 83
BO
NE
S
CR
EE
K
1
1
2
2
2
1
1
3
4
5
6
3
SITE 2
SITE 3
LEGEND:
E EIN WETLAND
DENOTES EXCAVATION
NAD 83
ATTENUATOR
04
03
04
03
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
03
025
025
025
025
025
02
025
025
025
03
010
02
7
MA
TC
HLIN
E -L- STA. 615
+00, SEE S
HEET 6
MA
TC
HLIN
E -L- STA. 643+
00, SEE S
HEET 8
U-2519CA
-Y1- S
TA. 22
+50, SE
E SHEET
17
MATCHLINEUS-4
01
US-401
MATCHLINE -
Y1- ST
A. 38+
00, SE
E SHEET
18
MATCHLIN
E, SE
E B-55
16 PLA
NS
RAEF
ORD R
OAD
RAEF
ORD RO
AD
MATC
HLI
NE, SEE S
HEE
T 18
SEE SHEET 2D-1 FOR DITCH DETAILSSEE SHEET 42 FOR -Y1RPDD- PROFILESEE SHEET 41 FOR -Y1RPCC- PROFILESEE SHEET 40 FOR -Y1RPBB- PROFILESEE SHEET 39 FOR -Y1RPAA- PROFILE
SEE SHEET 42 FOR -Y1RPD- PROFILESEE SHEET 41 FOR -Y1RPC- PROFILESEE SHEET 40 FOR -Y1RPB- PROFILESEE SHEET 39 FOR -Y1RPA- PROFILE
SEE SHEETS 37 & 38 FOR -Y1- PROFILESEE SHEETS 24 & 25 FOR -L- PROFILE
SEE SHEET 2B-4 FOR INTERSECTION DETAILSEE SHEET 2B-2 FOR BRIDGE SKETCH
LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
02550 50 100
GRAPHIC SCALE
REVISIONS
6/2/9
9
PE
NTA
BLE:
FIL
E:
\
USER:
JMASSR
OC
DA
TE:
12/19/2
017
NC
DO
T_pdf_color_
eng_10
0.plt
PLO
T D
RIV
ER:
3:2
8:2
1 P
MTIM
E:
NC
DO
T_permits_
CO
N.tbl
END UNITS TO GREU 350 - AGT12/08/17 - GUARDRAIL REVISION: REVISED MEDIAN GUARDRAILEASEMENT ON PARCELS 2, 3 & 5. - AGT09/26/17 - ROW REVISION: ADDED PERMANENT UTILITY
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
SHEET NO.PROJECT REFERENCE NO.
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
BARNHILL
CONTRACTINGCOMPANY
3:13:1
D
( Not to Scale)
STANDARD 4' BASE DITCH
B
d
DETAIL K
B= 4 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= Class 'I' Rip-Rap
Geotextile
PLAN
F
C
RIP-RAPPED ENERGY DISSIPATOR BASIN
DETAIL L
C SECTION
2:1
2:1
Wo
CULVERT
2:1+
RIP RAP NOT SHOWN
APRON
2:1
CL
2:1
2:1+
RIP RAP NOT SHOWN
G
DISSIPATOR POOL APRON
2:1
E
2:1
CULVERT
A
Wo
D
FILL SLOPE
L
A
B
C
D
E
F
G
RIP RAP BASIN #
1
ALL DIMENSIONS APPROXIMATE
BASIN # LOCATION (AT OUTLET)
1
(ft)
DIM.
2.5
1.5
2
1.25
4
21
16
626+85 -L- LT (0735)
CL
GROUNDNATURAL
GEOTEXTILE
REMOVE
REMOVE
FS
HW
RETAIN
Slab Lid
JB w/
DI
RETAIN
W/ FG2GI
Slab Lid
JB w/
W/ FG
2GI
W/ FG
2GI
FS
18" RCP-III
DI
REMOVE
FS
W/ E
LB
OW
S
18"
CSP
75 SY GEOTEXTILE
EST. 70 TONS
CLASS 'I' RIP RAP
ENERGY DISSIPATOR BASIN
W/ FG
2GI
2GI
W/ FG
2GI
W/ FG
2GI
2GI
2GI
2GI
18" RC
P-III
CB(G)
CB(G)
15"
RCP-III
W/ FG
2GI
W/ FG
2GI
W/ FG
2GI
W/ FG
2GI
W/ ELBOWS
18" CSP
Slab Lid
JB w/
48" R
CP-IV W/ FG
2GI
FS
2GI
18" R
CP-III
18" RC
P-III
W/ FG
2GI
W/ ELBOWS
18" CSP
18" RC
P-III
15" RC
P-III
18" R
CP-III
48" RC
P-IV
18" RC
P-III
2GI
15" RC
P-III
W/ FG
2GI
48" R
CP-IV
18" RC
P-III
18" RCP-III
RCP-III
18"
W/ FG
2GI
W/ FG2GI
W/ ELBO
WS
18" CSP
FS
2GI
FS
18" RCP-III
18" RCP-III
24" RCP-III
2GI(A)
W/ FG
2GI
W/ ELBOWS15" CSP
EST. 2 TONS
CLASS 'B' RIP RAP
7 SY GEO-TEXTILE
2GI
W/ FG
2GI
W/ ELBOWS
18" CSPRCP-III
18"
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
W/ FG
2GI
W/ FG2GI
15" RCP-III
15" RCP-III
18"
RCP-III
CB(G)
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
18" R
CP-III
W/ FG
2GI
JB w/MH
RC
P-III
15"
RCP-III
15"
2GI
W/ FG
2GI
FS
FS
18" RCP-III
18" RC
P-III
15" RCP-III
W/ FG
2GI
15" RCP-III
CB(G)
SEE DETAIL 'X'
LATERAL 'V' DITCH
W/ FG
2GI
RCP-III
15"
RCP-III
15"W/ FG
2GI
2GI
CB(G)
15" RCP-III
18" RCP-III
W/ ELBOWS18" CSP
2GI W/ FG
18" RCP-III
2GI W/ FG
160 SY GEOTEXTILEEST. 72 TONSSEE DETAIL 'N'W/ CLASS 'I' RIP RAP2' BASE SPECIAL CUT DITCH
590 SY GEOTEXTILEEST. 292 TONSSEE DETAIL 'O'W/ CLASS 'I' RIP RAP2' BASE LATERAL DITCH
15" RCP-III
18" RCP-III
2GI(D)
W/ FG
2GI
18" RC
P-IV
18" RC
P-IV
SEE DETAIL 'P'
BEHIND RETAINING WALL
CONCRETE DITCH
165 SY GEOTEXTILE
EST. 75 TONS
SEE DETAIL 'Y'
W/ CLASS 'B' RIP RAP
LATERAL 'V' DITCH
NOTE: DO NOT EXCAVATE IN WETLANDSEE DETAIL
CREEK CLOMR ELEV. = 145'AREA EXCAVATED FOR BONES
RCP-III
18"
20 SY GEOTEXTILE
EST. 10 TONS
SEE DETAIL 'BB'
W/ CLASS 'B' RIP RAP
SPECIAL CUT DITCH
DI
RE
MO
VE
W/ E
LB
OW
S24" C
SP
24" RCP-III
24" RCP-III 24" RCP-III 24" RCP-III
24" RC
P-III
W/ FG
2GI(A)
W/ FG
2GI(A)
W/ FG
2GI(A)
W/ FG
2GI(A)
W/ FG
2GI(A)
2GI(D)
18" RCP-III
W/ FG2GI
18"
RCP-III
18"
RCP-IV
18" RC
P-IV
18" RC
P-IV
73 SY GEOTEXTILEEST. 54 TONSSEE DETAIL 'K'W/ CLASS 'I' RIP RAPSTANDARD 4' BASE DITCH
65 SY GEOTEXTILESEE DETAIL 'C' EST. 30 TONS2' BASE LATERAL DITCH W/ CLASS 'B' RIP RAP
2GI W/ FG
15" RCP-III 2GI W/ FG
REINFORCED SOIL SLOPE
RCP-III 18"
Rev
ised
1/1
6/20
18
JMASSROC
Typewritten Text
5
JMASSROC
Typewritten Text
9
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
-E
Y1-
d
d
d
d
30" C
ONC
30" CONC
30" C
ON
C
24" C
ON
C
DB 3675 PG 120
BARKER CORPORATION
DB 2749 PG 761
NC FISH HATCHERY
DB 3794 PG 571
BARKER CORPORATION
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
140
145
145
145
145
145
145
145
145
145
145
145
145
145
145
145
145
145
145
145
145
145
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
150
155
155
155
155
155
155
15515
5
155
155
155
155
155
155
155
155
155
155
155
155
155
155
155
155
155
155
160
160
160
160
160
160
160
160
160
160
160
160
160
160
160
160
160
160
160
160
160
160
160
160
165
165
165
165
165
165
165
165
165
165
165
165
165
165
165
165
165
165
165
165
170
170
170
170
170
170
170
170
170
170
175
175
175
175
175
175
180
180
180
180
42" STEEL ENCASEMENT
42" S
TE
EL
EN
CAS
EM
EN
T
MH2
MH3
MH4
42" S
TE
EL
EN
CAS
EM
EN
T0.500" THICK
ENCASEMENT BY OPEN CUT,
PROP. 260' OF 42" STEEL
ABANDON
ABANDON
AB
AN
DO
N
ABANDON
PLUG
PROFILE 2
MA
TC
HLIN
E -L- STA. 615
+00, SEE S
HEET 6
-Y1- S
TA. 22
+50, SE
E SHEET
17
MATCHLINEUS-4
01
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
RE
VISIO
NS
PE
NT
AB
LE:
FI
LE:
\
US
ER:
JM
AS
SR
OC
DA
TE:
12/19/2017
NC
DO
T_pdf
_color_e
ng_100.plt
PL
OT
DRI
VE
R:
3:3
1:1
5 P
MTI
ME:
NC
DO
T_per
mit
s_
CO
N.t
bl
7AU-2519CA
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
MATCHLINE, SEE SHEET 7B
MA
TC
HLIN
E, SEE S
HEET 7
C
NAD 83
LEGEND:
SHEET __ OF __PERMIT DRAWING
BONES CREEK CLOMR EXCAVATION
LIMITEASEMENT
ELEV. = 145'
3:1
10'
* NO EXCAVATION IN WETLANDS
LIMITWETLAND
0
PLANS
50 25 50 100
E EIN WETLAND
DENOTES EXCAVATION
-Y1RPB- PT Sta. 16+31.03
-Y1RPAA- PC Sta. 11+25.86
-Y1- Sta. 24+82.08, 48.00' RT
-Y1RPBB- PT Sta. 14+11.13 =
-Y1RPC- PT Sta. 25+41.12
-Y1RPA- PC Sta. 23+46.95, 19.00' RT
-Y1RPAA- POT Sta. 10+00.00 =
C D
B
A
-Y1RPD- PC Sta. 23+23.59
-Y1RPA- PC Sta. 23+49.77
-Y1RPC- PC Sta. 26+15.80
-Y1RPD- PT Sta. 27+93.64
-Y1- Sta. 27+25.80, 12.00' RT
-Y1- Sta. 27+17.14, 36.00' LT
-Y1RPC- PT Sta. 30+53.31- =
-Y1RPB- PC Sta. 21+55.26
-Y1RPBB- POT Sta. 9+95.54 =
-Y1- Sta. 26+27.61, 48.00' LT-Y1RPAA- PT Sta. 13+03.48 =
615
+00
620+00
625+00
20+00
25+00
30+00
25+00
25+00
30+00
10
-Y1RPBB- PC Sta. 11+75.30
25
025
025
02
5
02
5
025
025 02
5
02
5
025
025
025
025
025
025
025
025
025
025
025
02
01
01
02
5
02
020
101
00
02
50
25
02
5
02
5
02
5
02
5
00
0102
025
01
020
25
01
020
25
025
025
03
04
04
03
02
50
25
01
01
00
00
01
01
02
02
02503
04
BO
NE
S
CR
EE
K
1
1
2
SITE 2
SITE 3
BARNHILL
CONTRACTINGCOMPANY
REMOVE
Slab Lid
JB w/
W/ E
LB
OW
S
18"
CSP
75 SY GEOTEXTILE
EST. 70 TONS
CLASS 'I' RIP RAP
ENERGY DISSIPATOR BASIN
W/ FG
2GI
2GI
2GI
2GI
2GI
18" RC
P-III
CB(G)
CB(G)
15"
RCP-III
W/ FG
2GI
W/ FG
2GI
W/ FG
2GI
W/ FG
2GI
Slab Lid
JB w/
48" R
CP-IV
W/ ELBOWS
18" CSP
15" RC
P-III
18" R
CP-III
48" RC
P-IV
18" RC
P-III
15" RC
P-III
18" RCP-III
W/ FG
2GI
W/ FG
2GI
W/ ELBOWS15" CSP
EST. 2 TONS
CLASS 'B' RIP RAP
7 SY GEO-TEXTILE
W/ FG
2GI
W/ ELBOWS
18" CSPRCP-III
18"
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
W/ FG
2GI
W/ FG2GI
15" RCP-III
15" RCP-III
18"
RCP-III
CB(G)
EST. 3 TONS
CLASS 'B' RIP RAP
10 SY GEO-TEXTILE
18" R
CP-III
W/ FG
2GI
15" RCP-III
CB(G)
W/ FG
2GI
RCP-III
15"
RCP-III
15"W/ FG
2GI
CB(G)
15" RCP-III
18" RCP-III 18" RCP-III
2GI W/ FG
W/ FG
2GI
18" RC
P-IV
18" RC
P-IV
NOTE: DO NOT EXCAVATE IN WETLANDSEE DETAIL
CREEK CLOMR ELEV. = 145'AREA EXCAVATED FOR BONES
RCP-III
18"
DI
RE
MO
VE
24" RCP-III
W/ FG
2GI(A)
W/ FG
2GI(A)
RCP-III 18"R
evis
ed 1
/16/
2018
JMASSROC
Typewritten Text
6
JMASSROC
Typewritten Text
9
SIGN32562
DATE32562
SIGN042084
DATE042084
SOIL
R
SOIL
SOIL
SOIL
SOIL
SOIL
SOIL
W/LT
SOIL
SOIL
EIP
EIP
EIP
24" C
MP
T
T
100.00'
100.00'
12-CVS-2518
DB 9261 PG 235
WILLIAM J. GILLIS
12-CVS-2518
DB 9261 PG 235
WILLIAM J. GILLIS
12-CVS-2518
DB 9261 PG 235
WILLIAM J. GILLIS
DB 2584 PG 799
JOSEPH H. GILLIS
DB 9233 PG 229
EDWARD M. BALDWIN
DB 8896 PG 629
HELEN M. GILCHRIST
DB 9233 PG 229
EDWARD M. BALDWIN
12-CVS-2518
DB 9261 PG 235
WILLIAM J. GILLIS
C/O CHRISTINE DIXON
LONA DIXON HEIRS
DB 451 PG 192
DB 451 PG 192
C/O CHRISTINE DIXON
LONA DIXON HEIRSDB 2584 PG 799
JOSEPH H. GILLIS
EUGENE MANUEL
DB 8511 PG 258
EASEMENT
CAROLINAS, INC
PROGRESS ENERGY
EASEMENT
CAROLINAS, INC
PROGRESS ENERGY
EASEMENT
CAROLINAS, INC
PROGRESS ENERGY
SHEET __ OF __PERMIT DRAWING
0
PLANS
50 25 50 100
-SR1- POT Sta. 10+00.00 660+00
665+00
670+00
(-S
R1-)
15+00
(-S
R1-)
20+00
02
02
025
025
025
025
02
02
NAD 83
UT T
O B
ONES
CR
EE
K
3
3
3
3
7
7
9
11
11
9
26
SITE 5
LEGEND:
HC HCCLEARING
DENOTES HAND
DUKE ENERGY
PROP. TRANSMISSION LINES
REM
REM
REM
DU
KE E
NER
GY PR
OP. TR
ANS
MISSI
ON E
ASE
ME
NT
TR
ANS
MISSI
ON E
ASE
ME
NT
DU
KE E
NER
GY PR
OP.
100'
50.0
0'
TR
ANS
MISSI
ON E
ASE
ME
NT
PR
OP.
DU
KE E
NER
GY
TRANSMISSION EASEMENT
DUKE ENERGY PROP.
UTILITY RELOCATION BY OTHERS
TRANSMISSION EASEMENT
DUKE ENERGY PROP.
NAD 83
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
RE
VISIO
NS
PE
NT
AB
LE:
FI
LE:
\
US
ER:
JM
AS
SR
OC
DA
TE:
12/19/2017
NC
DO
T_pdf
_color_e
ng_100.plt
PL
OT
DRI
VE
R:
3:0
7:5
5 P
MTI
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NC
DO
T_per
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CO
N.t
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
U-2519CA 9
MA
TC
HLIN
E -L- STA. 657+
00, SEE S
HEET 8
MA
TC
HLIN
E -L- STA. 671+
00, SEE S
HEET 10
SEE SHEET 2D-1 FOR DITCH DETAILSDRIVEWAY RADII 10' UNLESS OTHERWISE NOTED
SEE SHEET 47 FOR -SR1- PROFILESEE SHEET 27 FOR -L- PROFILE
RE
VISIO
NS
12/0
8/17 - U
TILIT
Y
RE
VISIO
N: I
NC
ORP
OR
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D
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D
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L U
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12/0
8/17 - G
UA
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VISIO
N: I
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ORP
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D
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PR
OTEC
T SIG
N
STY
RU
CTU
RE 10
3. - A
GT
BARNHILL
CONTRACTINGCOMPANY
HW
RE
MO
VE
EST. 40 TONS
CLASS 'I' RIP RAP
75 SY GEO-TEXTILE
2GIFS
2GI
2GI
FS
18" RC
P-III
18" RC
P-III
2GI FS
2GI
FS
2GI FS
FS
18" RC
P-III
18" RC
P-III
18" RC
P-III
18" RC
P-III
Slab Lid
JB w/
18" RCP-III
FS
24" RCP-III
2GI(A)
FS
FS
18" RC
P-III
2GI
SEE DETAIL 'A'SPECIAL CUT DITCH
SEE DETAIL 'Q'
2' BASE LATERAL DITCH
SEE DETAIL 'A'SPECIAL CUT DITCH
70 SY GEOTEXTILEEST. 35 TONSSEE DETAIL 'R'W/ CLASS 'I' RIP RAP2' BASE LATERAL DITCH
2GI(A)
SEE DETAIL 'A'SPECIAL CUT DITCH
185 SY GEOTEXTILEEST. 85 TONS
SEE DETAIL 'C'W/ CLASS 'B' RIP RAP
2' BASE LATERAL DITCH
30" RCP-III
18" RCP-III
36" RC
P-III
36" RCP-III2GI(A)Slab Lid
JB w/
24" RC
P-III
2GI(D)
54" RCP-IV
54" R
CP-IV
54" RCP-III
W/ FG
2GI(A)W/ FG
2GI(A)
18" RCP-III
Rev
ised
1/1
6/20
18
JMASSROC
Typewritten Text
7
JMASSROC
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SIGN32562
DATE32562
SIGN042084
DATE042084
SOIL
R
SOIL
SOIL
SOIL
SOIL
SOIL
SOIL
W/LT
SOIL
SOIL
EIP
EIP
EIP
24" C
MP
T
T
100.00'
100.00'
12-CVS-2518
DB 9261 PG 235
WILLIAM J. GILLIS
12-CVS-2518
DB 9261 PG 235
WILLIAM J. GILLIS
12-CVS-2518
DB 9261 PG 235
WILLIAM J. GILLIS
DB 2584 PG 799
JOSEPH H. GILLIS
DB 9233 PG 229
EDWARD M. BALDWIN
DB 8896 PG 629
HELEN M. GILCHRIST
DB 9233 PG 229
EDWARD M. BALDWIN
12-CVS-2518
DB 9261 PG 235
WILLIAM J. GILLIS
C/O CHRISTINE DIXON
LONA DIXON HEIRS
DB 451 PG 192
DB 451 PG 192
C/O CHRISTINE DIXON
LONA DIXON HEIRSDB 2584 PG 799
JOSEPH H. GILLIS
EUGENE MANUEL
DB 8511 PG 258
EASEMENT
CAROLINAS, INC
PROGRESS ENERGY
EASEMENT
CAROLINAS, INC
PROGRESS ENERGY
EASEMENT
CAROLINAS, INC
PROGRESS ENERGY
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SHEET __ OF __PERMIT DRAWING
0
PLANS
50 25 50 100
-SR1- POT Sta. 10+00.00 660+00
665+00
670+00
(-S
R1-)
15+00
(-S
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20+00
02
02
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025
025
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02
NAD 83
UT T
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CR
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3
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3
3
7
7
9
11
11
9
26
SITE 5
LEGEND:
HC HCCLEARING
DENOTES HAND
DUKE ENERGY
PROP. TRANSMISSION LINES
REM
REM
REM
DU
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TR
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TRANSMISSION EASEMENT
DUKE ENERGY PROP.
UTILITY RELOCATION BY OTHERS
TRANSMISSION EASEMENT
DUKE ENERGY PROP.
NAD 83
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
RE
VISIO
NS
PE
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AB
LE:
FI
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
U-2519CA 9
MA
TC
HLIN
E -L- STA. 657+
00, SEE S
HEET 8
MA
TC
HLIN
E -L- STA. 671+
00, SEE S
HEET 10
SEE SHEET 2D-1 FOR DITCH DETAILSDRIVEWAY RADII 10' UNLESS OTHERWISE NOTED
SEE SHEET 47 FOR -SR1- PROFILESEE SHEET 27 FOR -L- PROFILE
RE
VISIO
NS
12/0
8/17 - U
TILIT
Y
RE
VISIO
N: I
NC
ORP
OR
ATE
D
UP
DA
TE
D
AERIA
L U
TILIT
Y
DESIN
G. - A
GT
12/0
8/17 - G
UA
RD
RAIL RE
VISIO
N: I
NC
ORP
OR
ATE
D
GU
AR
DR
AIL TO
PR
OTEC
T SIG
N
STY
RU
CTU
RE 10
3. - A
GT
BARNHILL
CONTRACTINGCOMPANY
HW
RE
MO
VE
EST. 40 TONS
CLASS 'I' RIP RAP
75 SY GEO-TEXTILE
2GIFS
2GI
2GI
FS
18" RC
P-III
18" RC
P-III
2GI FS
2GI
FS
2GI FS
FS
18" RC
P-III
18" RC
P-III
18" RC
P-III
18" RC
P-III
Slab Lid
JB w/
18" RCP-III
FS
24" RCP-III
2GI(A)
FS
FS
18" RC
P-III
2GI
SEE DETAIL 'A'SPECIAL CUT DITCH
SEE DETAIL 'Q'
2' BASE LATERAL DITCH
SEE DETAIL 'A'SPECIAL CUT DITCH
70 SY GEOTEXTILEEST. 35 TONSSEE DETAIL 'R'W/ CLASS 'I' RIP RAP2' BASE LATERAL DITCH
2GI(A)
SEE DETAIL 'A'SPECIAL CUT DITCH
185 SY GEOTEXTILEEST. 85 TONS
SEE DETAIL 'C'W/ CLASS 'B' RIP RAP
2' BASE LATERAL DITCH
30" RCP-III
18" RCP-III
36" RC
P-III
36" RCP-III2GI(A)Slab Lid
JB w/
24" RC
P-III
2GI(D)
54" RCP-IV
54" R
CP-IV
54" RCP-III
W/ FG
2GI(A)W/ FG
2GI(A)
18" RCP-III
Rev
ised
1/1
6/20
18
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8
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9
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 StreamNo. (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) 2 608+55 -L- RT Duke Trans. Relocation < 0.01 2 621+65/621+81 -L- 30" Sewer Relocation < 0.01 3 25+39/25+69 -Y1- 30" Sewer Relocation 0.09 5 669+55/670+34 -L- RT Duke Trans. Relocation 0.23
TOTALS*: < 0.01 0.10 0.23 0 0 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2016 09 09 SHEET OF
**The proposed sewer line will be backfilled with material excavated from the wetland to the existing natural ground elevation.
WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTS
Cumberland CountyU-2519CA_B-5516
34817.3.13
NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS
12/19/2017
Rev
ised
1/1
6/20
18
jmassroc
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jmassroc
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