HomeMy WebLinkAbout20210451 Ver 1_Meeting Request Review Doc Attachment_202102251782
1734
1746
1594
1628
1610
1776
Yanceyville
pop. 2,213
Grove
Pleasant
1616
1615
1589
1613
1592
1593
1593
1572
1780
Elementary
Oakwood
86
62
62
158
1163
1582
1156
86
158
ENGLISH
G:\370153_Central_DDC_2016\Proj\17BP.7.R.130\Hydraulics\PERMITS_Environmental\Drawings\160117_hyd_prm_wet_tsh.dgnMOTT MACDONALD1/22/2021WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 7
PERMIT DRAWING
STATE STATE PROJECT REFERENCE NO.
F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
DESIGN DATA PROJECT LENGTH
LETTING DATE:
STATE PROJECT NO.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
1
VICINITY MAP
(NOT TO SCALE)
NCDOT CONTACT:
DIVISION 7
DEPART
ME
NT
OF TRANSPORTATIONSTATE OF NORT
H CAR
O
L
I
NA
SIGNATURE:
P.E.
SIGNATURE:
P.E.CONTRACT: TIM JORDAN, PE
PROJECT ENGINEER
HYDRAULICS ENGINEER
PROGRAM MANAGER
DIVISION BRIDGE
TIM POWERS, PE
HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEER PLANS PREPARED BY:TIP PROJECT: 17BP.7.R.13017BP.7.R.130
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
V = 35 MPH
ADT 2025 = 200
ADT 1981 = 100
LOCAL
SUB REGIONAL TIER
CASWELL COUNTY
Prepared in the Office of Mott MacDonald for
2018 STANDARD SPECIFICATIONS
90% PLANS
TOTAL LENGTH TIP PROJECT = 0.175 MILES
LENGTH STRUCTURE TIP PROJECT = 0.000 MILES
LENGTH ROADWAY TIP PROJECT = 0.175 MILES
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE REMOVAL
ELENI M. RIGGS, PE
LOCATION: BRIDGE NO. 117 OVER COUNTRY LINE CREEK ON SR 1780 (GATEWOOD ROAD)
www.mottmac.com/americas
(919) 552-2254 (Fax)
(919) 552-2253
Fuquay-Varina, NC 27526
7621 Purfoy Road, Suite 115
NAD 83/ NA
2
0
11LIMITS
PROJECT
17BP.7.R.130
5END PROJECT 17BP.7.R.130
-L-
-L- POT Sta. 20+00.00
END CONSTRUCTION -L1- PC Sta. 10+00.00
BEGIN CONSTRUCTION
-Y- POT Sta. 11+65.00
-L1- POT Sta. 12+25.00
-L
1--Y-
4
T
O
U
S
158 /
N
C
86BRIDGE
EXISTING
REMOVE
SR 1780
GATEWOOD ROAD NO OUTLET
T
O
U
S
158 /
N
C
86TO YANCEYVI
LLETO LEASBURGUS 158 / NC 86G
A
TEW
O
O
D RO
A
DSR 1780ROADWAY
EXISTING
END OF
-L- POC Sta. 13+00.00
BEGIN PROJECT 17BP.7.R.130
CREEKCOUNTRY LINE
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
$$$$USERNAME$$$$PROJECT REFERENCE
Office of:
Prepared in the
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.130 - CASWELL 117
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com/americas
18" CMPCOUNTRY LI
NE CREEK9' SOILEXI
S
TI
NG R/WEXIS
TI
NG R/WEXISTING R/W
NO OUTLET
9' GRTO US HWY 15
8/NC HWY 86
VAR.SOI
L PATH60.00'EXISTING R/W
18' B
ST
18' BST
SR 1780 GATEWOOD RD
;60.00'WOODS
WOODS
WOODS
WOODS
CONC AT BASE OF TREE
CONC MON.
WOODS
WOODS
WOODS
WOODS
WOODS
NORTH CAROLINA WILDLIFE
KEVIN F. WAEGERLE
DAWN C. WAEGERLE
MARIA M. PASCHAL
VIDA J. WILKES
E. JOHNSTON
EXISTING R/W
GATEWOOD
RD
S
R 1780EIP
EIP
CONC HW
6'
CONC HW
6'RETAINHW
RETAIN
HW
RETAIN
EST. 85 SY GEOTEXTILE
EST. 45 TONS RIP RAP
SEE DETAIL A
RIP RAP @ EMBANKMENT
( Not to Scale)
RIP RAP AT EMBANKMENT
-L- STA. 13+68 TO 14+51 LT
DETAIL A
Grade
Ditch 2.0'
GEOTEXTILE
Type of Liner = CL I Rip-Rap
80'
1.0'min.
(STRUCTURE PAY ITEM)
UP TO ELEV. 423.8' (TYP.)
CLASS B RIP RAP
LIMITS
EXCAVATION
LIMITS
EXCAVATION
-L- PC Sta. 10+64.33
-L- POT Sta. 10+00.00
-L- PCC Sta. 11+89.52
-L- PCC Sta. 12+78.31
-L- PCC Sta. 13+18.99
-L- PT Sta. 13+88.80
-L- PC Sta. 18+90.90
-L- PT Sta. 19+16.90
-L- POT Sta. 21+18.23
TES
TES
TESTES
TES
TES
TES TESNAD 83/ NA 2011-L- POC Sta. 13+00.00
BEGIN PROJECT 17BP.7.R.130
-L- POT Sta. 20+00.00
END CONSTRUCTION
BRIDGE
EXISTING
REMOVE15+001
2
11 12 13 14 15 16 17 18 19 20 21
390
400
410
420
430
440
450
460
-L-
400
390
410
420
430
440
450
460
SLOPE 2:1
LIMITS
EXCAVATION
SLOPE 4:1
LIMITS
EXCAVATION
(STRUCTURE PAY ITEM)
UP TO ELEV. 423.8'
ON EXCAVATED SLOPES
CLASS B RIP RAP
4
E
ETS
TS
TS
TS
TS
S
HC
HC
HC
HC
HC
HC
T T
B B E
E
E
TS
TS
TS
SEE DETAIL FOR SECTIONS
TEMPORARY CAUSEWAY
ENGLISH
G:\370153_Central_DDC_2016\Proj\17BP.7.R.130\Hydraulics\PERMITS_Environmental\Drawings\160117_hyd_prm_wet_psh04.dgnMOTT MACDONALD1/22/2021SITE 1
PLAN VIEW
LEGEND
T T
0
10050
100
SCALE: 1"= 100' HORIZ.
-L-
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATERIMPACTS IN
DENOTES PERMANENT
ON SHEET 4A
SEE ENLARGED AREA
SHEET 2 OF 7
PERMIT DRAWING
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
= 8700
= 25
= 425.3
= 12000
= 100
= 427.4
= 6100
= 500+
= 423.0
= 4-4-19
= 412.8
IN WETLAND
DENOTES EXCAVATIONEE
HC HC
CLEARING
DENOTES HAND
TEMPORARY CAUSEWAY
FILL IN WETLAND
DENOTES TEMPORARY
GRADE
ROADWAY
EXISTING
L
-L- GP ELEV. = 430.3'
SKEW = 90 DEGREES
1@36'-9", 4@37'-6", 1@36'-9"
REINFORCED CONCRETE DECK GIRDERS
EXIST. BRIDGE C STA. 15+16.7 -L-
(STRUCTURE PAY ITEM)
EXCAVATION = 1080 CY
BRIDGE
EXISTING
REMOVE
F
F
F
F
F
FF
F
405405
4104104104104104 1 0 4104154154154
1
5
415415415415415415415415415
415
4154
1
5
415
415415 4154
1
5
415415415
4 1 5
415415415415415415415
415415415415
415415 415415
415
4
15
415
420420420420420420420420420420 420420420420420420420 420420420
420420420420
420
420
420420
420 425425425425
425
425
425425425425425
425
425425425425425425425425425425
430430430
4304304304304304304
30430
430 430430430430430
435435435
435435435435435
435435
435 435435435435
4404404
4
0440440440440
440440
440 440440440440445445445445445445445445
445445445 445 445445445445445
450450450450450450
450450450
450 450450450450455455455455455455455455455
455 455455455455460460460460460460460460460 460 460460460465
465 465465465465465465465465465465
465465465465470
4704704704704704704704704704
7
04704704704704754754754754754754
75 475475475
480 480480480480480 480485485485
485 485490
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
$$$$USERNAME$$$$PROJECT REFERENCE
Office of:
Prepared in the
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.130 - CASWELL 117
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com/americas
18" CMPCOUNTRY LI
NE CREEK9' SOILEXI
S
TI
NG R/WEXIS
TI
NG R/WEXISTING R/W
NO OUTLET
9' GRTO US HWY 15
8/NC HWY 86
VAR.SOI
L PATH60.00'EXISTING R/W
18' B
ST
18' BST
SR 1780 GATEWOOD RD
;60.00'WOODS
WOODS
WOODS
WOODS
CONC AT BASE OF TREE
CONC MON.
WOODS
WOODS
WOODS
WOODS
WOODS
NORTH CAROLINA WILDLIFE
KEVIN F. WAEGERLE
DAWN C. WAEGERLE
MARIA M. PASCHAL
VIDA J. WILKES
E. JOHNSTON
EXISTING R/W
GATEWOOD
RD
S
R 1780EIP
EIP
CONC HW
6'
CONC HW
6'RETAINHW
RETAIN
HW
RETAIN
EST. 85 SY GEOTEXTILE
EST. 45 TONS RIP RAP
SEE DETAIL A
RIP RAP @ EMBANKMENT
( Not to Scale)
RIP RAP AT EMBANKMENT
-L- STA. 13+68 TO 14+51 LT
DETAIL A
Grade
Ditch 2.0'
GEOTEXTILE
Type of Liner = CL I Rip-Rap
80'
1.0'min.
(STRUCTURE PAY ITEM)
UP TO ELEV. 423.8' (TYP.)
CLASS B RIP RAP
LIMITS
EXCAVATION
LIMITS
EXCAVATION
-L- PC Sta. 10+64.33
-L- POT Sta. 10+00.00
-L- PCC Sta. 11+89.52
-L- PCC Sta. 12+78.31
-L- PCC Sta. 13+18.99
-L- PT Sta. 13+88.80
-L- PC Sta. 18+90.90
-L- PT Sta. 19+16.90
-L- POT Sta. 21+18.23
TES
TES
TESTES
TES
TES
TES TESNAD 83/ NA 2011-L- POC Sta. 13+00.00
BEGIN PROJECT 17BP.7.R.130
-L- POT Sta. 20+00.00
END CONSTRUCTION
BRIDGE
EXISTING
REMOVE15+001
2
11 12 13 14 15 16 17 18 19 20 21
390
400
410
420
430
440
450
460
-L-
400
390
410
420
430
440
450
460
SLOPE 2:1
LIMITS
EXCAVATION
SLOPE 4:1
LIMITS
EXCAVATION
(STRUCTURE PAY ITEM)
UP TO ELEV. 423.8'
ON EXCAVATED SLOPES
CLASS B RIP RAP
E
ETS
TS
TS
TS
TS
S
HC
HC
HC
HC
HC
HC
T T
B B E
E
E
TS
TS
TS
SEE DETAIL FOR SECTIONS
TEMPORARY CAUSEWAY
ENGLISH
G:\370153_Central_DDC_2016\Proj\17BP.7.R.130\Hydraulics\PERMITS_Environmental\Drawings\160117_hyd_prm_wet_psh04_con.dgnMOTT MACDONALD1/22/2021SITE 1
PLAN VIEW
LEGEND
T T
0
10050
100
SCALE: 1"= 100' HORIZ.
-L-
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATERIMPACTS IN
DENOTES PERMANENT
ON SHEET 4A
SEE ENLARGED AREA
SHEET 2 OF 7
PERMIT DRAWING
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
= 8700
= 25
= 425.3
= 12000
= 100
= 427.4
= 6100
= 500+
= 423.0
= 4-4-19
= 412.8
IN WETLAND
DENOTES EXCAVATIONEE
HC HC
CLEARING
DENOTES HAND
TEMPORARY CAUSEWAY
FILL IN WETLAND
DENOTES TEMPORARY
SHEET 3 OF 7
PERMIT DRAWING
GRADE
ROADWAY
EXISTING
L
-L- GP ELEV. = 430.3'
SKEW = 90 DEGREES
1@36'-9", 4@37'-6", 1@36'-9"
REINFORCED CONCRETE DECK GIRDERS
EXIST. BRIDGE C STA. 15+16.7 -L-
(STRUCTURE PAY ITEM)
EXCAVATION = 1080 CY
BRIDGE
EXISTING
REMOVE
F
F
F
F
F
FF
F
9' SOILWOODS
WOODS
WOODS
TES
TES
TES
E
ETS
TS
TS
TS
TS
S
HC
HC
HC
HC
HC
HC
T T
B B E
E
E
TS
TS
TS
SEE DETAIL FOR SECTIONS
TEMPORARY CAUSEWAY
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.130 - CASWELL 117
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.comNAD 83/ NA 2011ENGLISH
0
3015
30
SCALE: 1"= 30' HORIZ.
SITE 1
PLAN VIEW
ENLARGED
G:\370153_Central_DDC_2016\Proj\17BP.7.R.130\Hydraulics\PERMITS_Environmental\Drawings\160117_hyd_prm_wet_psh04a.dgnMOTT MACDONALD1/22/2021LIMITS
EXCAVATION
LIMITS
EXCAVATION
EST. 85 SY GEOTEXTILE
EST. 45 TONS RIP RAP
RIP RAP @ EMBANKMENT
COUNTRY LINE CREEK4A
-L-
BRIDGE
EXISTING
REMOVE
SHEET 4 OF 7
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S
IN WETLAND
DENOTES EXCAVATION HC HC
CLEARING
DENOTES HAND
LEGEND
SURFACE WATERIMPACTS IN
DENOTES PERMANENT
EE15+00FILL IN WETLAND
DENOTES TEMPORARYTT
F
F
4104104 1 0 415415415415415415
415415415415 420420
420
420425425
425
430 430435
435 440445 9' SOILWOODS
WOODS
WOODS
TES
TES
TES
E
ETS
TS
TS
TS
TS
S
HC
HC
HC
HC
HC
HC
T T
B B E
E
E
TS
TS
TS
SEE DETAIL FOR SECTIONS
TEMPORARY CAUSEWAY
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.130 - CASWELL 117
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.comNAD 83/ NA 2011ENGLISH
0
3015
30
SCALE: 1"= 30' HORIZ.
SITE 1
PLAN VIEW
ENLARGED
G:\370153_Central_DDC_2016\Proj\17BP.7.R.130\Hydraulics\PERMITS_Environmental\Drawings\160117_hyd_prm_wet_psh04a_con.dgnMOTT MACDONALD1/22/202115+00LIMITS
EXCAVATION
LIMITS
EXCAVATION
EST. 85 SY GEOTEXTILE
EST. 45 TONS RIP RAP
RIP RAP @ EMBANKMENT
COUNTRY LINE CREEK4A
-L-
BRIDGE
EXISTING
REMOVE
SHEET 5 OF 7
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S
IN WETLAND
DENOTES EXCAVATION HC HC
CLEARING
DENOTES HAND
LEGEND
SURFACE WATERIMPACTS IN
DENOTES PERMANENT
EE
FILL IN WETLAND
DENOTES TEMPORARY T T
F
F
DIVISION OF HIGHWAYS
NCDOT
1.5:11.5:1
CLASS II RIP RAP
CHANNEL BED
NOT TO SCALE
SECTION A-A
SECTION B-B
01/14/2021
1.0'
CLASS I RIP RAP
CLASS II RIP RAP
1.5:1
CASWELL COUNTY
15'
TOP ELEV. = 414.0
CLASS I RIP RAP
NATURAL GROUND TOBC BENT NO. 2L
±7.5'
=412.0'
OHW ELEV.
= 412.0'
OHW ELEV.
APPROX. ELEV. = 408.0'
CHANNEL BOTTOM
PROJECT: 17BP.7.R.130
BRIDGE NO. 117 OVER
COUNTRY LINE CREEK
ON SR 1780 (GATEWOOD RD)
ENGLISH
SHEET 6 OF 7
PERMIT DRAWING
WETLAND AND SURFACE WATER IMPACTS PERMIT
DETAIL OF CAUSEWAY
-L- STA. 114+78 TO STA. 15+11
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 -L- 14+39 TO 16+35 BRIDGE REMOVAL 0.01 0.05 0.02 < 0.01 0.03 10 33
TOTALS*:0.01 0.05 0.02 < 0.01 0.03 10 33 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 7 OF 7
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
CASWELL COUNTY
17BP.7.R.130
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JANUARY 14, 2021