HomeMy WebLinkAbout20171102 Ver 1_Impact Information_20170901(Version 2.06; Released June 2016)17BP.5.R.54TIP No.:BMU-310117County(ies):Durham Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2025Existing: Year:Aquatic T&E Species?NoComments:Yes NoNoWetlands within Project Limits?Nutrient Sensitive Waters (NSW)Supplemental Classification: Wooded, low residential Mud Creek16-41-1-100.60.230 milesProject DescriptionProposed ProjectCape FearRiver Basin(s): City/Town:0.9Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nomslauffer@ncdot.govRaleigh, NC 27560Address:1/12/2017DurhamDurhamMatthew Lauffer, PE1590 Mail Services UnitWBS Element:Bridge ReplacementWBS Element:Trent Cormier, PENCDOT Contact:(919) 707-67035121 Kingdom Way, Suite 100Raleigh, NC 27607Contractor / Designer:(919) 900-1608ICA Engineering, Inc.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Hydraulics UnitAddress:General Project InformationBMU-31011717BP.5.R.54Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The North Carolina Department of Transportation (NCDOT) has proposed to replace Durham County Bridge #117 over Mud Creek on West Cornwallis Road (SR 1308). The exisiting sturcture has 3 spans: 1@17'4; 1@17; 1@17'8 with an overall length of 52', and is a timber deck supported by timber caps and timber piles. The proposed structure is a single span 1@70, 24" pre-stressed concrete cored slab bridge. The proposed bridge will have spill through abutments with 4' caps skewed at 90 degrees. Within the project limits, Mud Creek is a FEMA Zone AE redelineated detail studied stream. This structure has been designed to have as little environmental and surface water impacts as possible. Excavation was kept to a minimum and was kept outside of the existing natural top of banks. There are exisiting roadside ditches which end at wetland boundaries with non-erosive volicities.There are proposed roadside ditches lined with rip-rap to prevent erosive velocities. In the areas that don't have proposed ditches, there will be sheet flow through the grass shoulder areas to provide stormwater treatment for pavement runoff before entering the wetlands with non-erosive velocities. The rip-rap pad at the pipe outlet was designed to dissipate energy to proved a diffuse (sheet) flow to the wetland. Variable roadway fill slopes of 3:1 and 2:1 were designed to minimize impacts to the wetlands. Jordan LakeBuffer Rules in Effect:3300W Cornwallis Road (SR 1308): Two 11' paved lanes (total 22' wide), 4' paved shoulder on each side.Waterbody Information2011NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply V (WS-V) NCDWR Surface Water Classification for Water Bodyac.W Cornwallis Road (SR 1308): Two 10.5 ' paved lanes (total 21' wide), Unpaved shouders.6600trenton.cormier@hdrinc.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck 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)
SITE 1
SITE 2 MUD CREEKUS 15/501TO
SR 1308
-L-
LOCATION
PROJECT
17BP.5.R.54
CORNWALLIS ROAD
CITY OF DURHAM
CITY OF DURHAM
-L- STA 5+85.00
BEGIN PROJECT 17BP.5.R.54
-L- STA 18+00.00
END PROJECT 17BP.5.R.54
R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_tsh.dgnICA ENGINEERING, INC.8/29/2017ENGLISH
WETLAND AND SURFACE WATER IMPACTS PERMIT
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET 1 OF 11
PERMIT DRAWING
JS FEATURE ENDS
JS FEATURE BEGINS
-L- Sta. 14+94.88
BEGIN BRIDGE
-L- Sta. 15+67.13
END BRIDGE
-L- Sta. 15+78.00
END APPROACH SLAB
-L- Sta. 14+84.00
BEGIN APPROACH SLAB NAD 83/ NA 2011
NC License No: F-0258
Raleigh, NC 27607
Suite 100
5121 Kingdom Way,
ICA Engineering, Inc.
STATE STATE PROJECT REFERENCE NO.
F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
STATE PROJECT NO.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
2012 STANDARD SPECIFICATIONS
1
VICINITY MAP
(NOT TO SCALE)
OFF-SITE DETOUR
SIGNATURE:
P.E.
SIGNATURE:
P.E.CONTRACT: TIM JORDAN, PE
PROJECT ENGINEER
HYDRAULICS ENGINEER
HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEERPrepared in the Office of Hatch Mott MacDonald for PLANS PREPARED BY:
17BP.5.R.54
TIP PROJECT: 17BP.5.R.54DURHAM COUNTY
DIVISION 5
17BP.5.R.54
$$$$USERNAME$$$$
NCDOT CONTACT:LISA GILCHRIST, EI
LETTING DATE:
RIGHT OF WAY DATE:
PROJECT LENGTH
0
0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
0
502550 100
50 25 50 100
10 5 10 20
GRAPHIC SCALES DESIGN DATA
LOCATION: BRIDGE NO. 117 OVER MUD CREEK ON SR 1308 (CORNWALLIS ROAD)
SUB REGIONAL TIER
MINOR ARTERIAL
CLASS =
TRENT CORMIER, PE
TOTAL LENGTH TIP PROJECT = 0.230 MILES
LENGTH STRUCTURE TIP PROJECT = 0.014 MILES
LENGTH ROADWAY TIP PROJECT = 0.216 MILES
V = 45 MPH
ADT (2025) = 6600
ADT (2011) = 3300
LICENSE NO. F-0669
DECEMBER 5, 2016
OCTOBER 11, 2017
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURE AND SIGNAL
PO Box 700
Fuquay-Varina, NC 27526
(919) 552-2253
(919) 552-2254 (Fax)
www.mottmac.com/americas
1308
1307
Corn
wallis
Rd.
1307
1308
ErwinRd.
751
501
15
501
15
Cor
n
wallis Rd.
751
Erwin Rd.Cor
nwal
l
i
s Rd.317
300PR
WOODS
ANC
WOODS
SSSSSGUY
GUYS
GUY
GUY
WOODS
WOODS
WOODS
WOODSDuke Energy ProgressFrontier Communications of America Inc., 300 PAIR, COPPERFrontier Communications of America Inc., 300 PAIR, COPPERGUY
GUY
RAP
RIP
(SEE NOTE #3)
LT
SIG
LT
SIG
MUD CREEKMUD CREEK31-0117-1
EXISTING R/W
EXISTING R/W
MTL
PB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITY
BRIDGE NO. 117 ON SR-1308 (W. CORNWALLIS RD) OVER MUD CREEK
21’-22’ BST (VAR.)
SR 1308 CORNWALLIS ROAD
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
BM#1
24" RCP TTTEIP
DB 5215 PG 312 MTLCONC.
DB 5174 PG 117
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
LTD PRTNRSHP
MCCRACKEN FAMILY
GROUP INC
LEGACY BUILDERS
(CORNWALLIS RD.)SR 1308
VAR BST
EIP 24’ BSTSR 1307 (ERWIN RD.)-L- POT Sta. 18+00.00
END PROJECT
-L- PC Sta. 15+75.31
-L- PT Sta. 17+03.6115+0010+00-L- POT Sta. 5+85.00
BEGIN PROJECT
-L- PC Sta. 7+28.84
-L- PT Sta. 9+17.44
-Y- POT Sta. 10+00.00
-Y- POT Sta. 15+00.31
-Y- POT Sta. 12+52.79
-L- POT Sta. 5+60.00 NAD 83/ NA 2011
15"(TYP.)+78(TYP.)+84( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d 2:1-L- STA. 8+00 TO 9+00 LT
DETAIL A
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CL "B" Rip-Rap
Slope
Fill
Flatter3:1 or
Ground
Natural
Geotextile
+42 LT
BEGIN SBG
EST. 15 SY GEOTEXTILE
EST. 6 TONS
CLASS B RIP RAP
RCP-IV
15"
(STRUCTURE PAY ITEM)
SHOULDER POINT (TYP.)
CLASS II RIP RAP UP TO
LIMITS
EXCAVATION
EST. 5 SY GEOTEXTILE
EST. 1 TON
CLASS B RIP RAP
EST. 100 SY GEOTEXTILE
EST. 45 TONS RIP RAP
SEE DETAIL D
ROADWAY CUT DITCH
EST. 300 SY PSRM
SEE DETAIL C
TOE PROTECTION
( Not to Scale)
TOE PROTECTION
d
-L- STA. 8+90 TO STA. 13+15 RT
Fill Slope2:1 or Flatter
d= 1 Ft.
Type of Liner= PSRM
DETAIL C
Ground
Natural
PSRM
EST. 70 SY GEOTEXTILE
EST. 30 TONS RIP RAP
SEE DETAIL A
SPECIAL LATERAL V DITCH
EST. 135 SY GEOTEXTILE
EST. 115 TONS RIP RAP
SEE DETAIL B
SPECIAL LATERAL BASE DITCH
2:
1
D Flatter4:1 or
d
( Not to Scale)
ROADWAY CUT DITCH
-L- STA. 9+00 TO 10+50 LT
Slope
Ditch
Front
DETAIL D
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Geotextile
2GI 2GI
JS FEATURE ENDS
d 2:1B
D
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL BASE DITCH
-L- STA. 8+00 TO 8+90 RT
Slope
Fill
DETAIL B
B= 6 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CL I Rip-Rap
Ground
Natural
Geotextile
1
1
1
1
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
$$$$USERNAME$$$$Office of:
Prepared in the
LICENSE NO. F-0669
HATCH MOTT MACDONALD I & E, LLC
LICENSE NO. F-0258
ICA ENGINEERING
025’25’50’
HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com
NC License No: F-0258
Raleigh, NC 27607
Suite 100
5121 Kingdom Way,
ICA Engineering, Inc.
17BP.5.R.54 - DURHAM 117
E
S S S S
F F F F F F F F F F F F F F F FF
JS FEATURE BEGINS
JS FEATURE ENDS
TS
S
TS
ENGLISH
R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_psh_4.dgnICA ENGINEERING, INC.8/29/20170
10050
100
SCALE: 1"= 100’ HORIZ.
LEGEND
IMPACTS IN SURFACE WATER
DENOTES PERMANENTSS
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZEDSITE 1 AND SITE 2
PLAN VIEW
WETLAND AND SURFACE WATER IMPACTS PERMIT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED 4
ON SHEET 4A
AREA SITE 1
SEE ENLARGED
SITE 1
SITE 2
WETLAND
DENOTES FILL INFF
ON SHEET 4B
& SITE 3
AREA SITE 2
SEE ENLARGED
SITE 3
SHEET 2 OF 11
PERMIT DRAWING
F
C
C
F
C
F
F
F
F
F
F F
F
F F
F
F
C
C
26527027
0270270270270 2
7
5275275275275275275275275275
275275275280280 280280280280 280280280280 280
280285285285285285290290290290 290295295295
295295295300300300300
300 300300300 305305
305305305305310310310310
310
310315315
315
315315315320320320320320320325325325
325325325325330330330335335340300PR
WOODS
ANC
WOODS
SSSSSGUY
GUYS
GUY
GUY
WOODS
WOODS
WOODS
WOODSDuke Energy ProgressFrontier Communications of America Inc., 300 PAIR, COPPERFrontier Communications of America Inc., 300 PAIR, COPPERGUY
GUY
RAP
RIP
(SEE NOTE #3)
LT
SIG
LT
SIG
MUD CREEKMUD CREEK31-0117-1
EXISTING R/W
EXISTING R/W
MTL
PB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITY
BRIDGE NO. 117 ON SR-1308 (W. CORNWALLIS RD) OVER MUD CREEK
21’-22’ BST (VAR.)
SR 1308 CORNWALLIS ROAD
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
BM#1
24" RCP TTTEIP
DB 5215 PG 312 MTLCONC.
DB 5174 PG 117
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
LTD PRTNRSHP
MCCRACKEN FAMILY
GROUP INC
LEGACY BUILDERS
(CORNWALLIS RD.)SR 1308
VAR BST
EIP 24’ BSTSR 1307 (ERWIN RD.)-L- POT Sta. 18+00.00
END PROJECT
-L- PC Sta. 15+75.31
-L- PT Sta. 17+03.6115+0010+00-L- POT Sta. 5+85.00
BEGIN PROJECT
-L- PC Sta. 7+28.84
-L- PT Sta. 9+17.44
-Y- POT Sta. 10+00.00
-Y- POT Sta. 15+00.31
-Y- POT Sta. 12+52.79
-L- POT Sta. 5+60.00 NAD 83/ NA 2011
15"(TYP.)+78(TYP.)+84( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d 2:1-L- STA. 8+00 TO 9+00 LT
DETAIL A
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CL "B" Rip-Rap
Slope
Fill
Flatter3:1 or
Ground
Natural
Geotextile
+42 LT
BEGIN SBG
EST. 15 SY GEOTEXTILE
EST. 6 TONS
CLASS B RIP RAP
RCP-IV
15"
(STRUCTURE PAY ITEM)
SHOULDER POINT (TYP.)
CLASS II RIP RAP UP TO
LIMITS
EXCAVATION
EST. 5 SY GEOTEXTILE
EST. 1 TON
CLASS B RIP RAP
EST. 100 SY GEOTEXTILE
EST. 45 TONS RIP RAP
SEE DETAIL D
ROADWAY CUT DITCH
EST. 300 SY PSRM
SEE DETAIL C
TOE PROTECTION
( Not to Scale)
TOE PROTECTION
d
-L- STA. 8+90 TO STA. 13+15 RT
Fill Slope2:1 or Flatter
d= 1 Ft.
Type of Liner= PSRM
DETAIL C
Ground
Natural
PSRM
EST. 70 SY GEOTEXTILE
EST. 30 TONS RIP RAP
SEE DETAIL A
SPECIAL LATERAL V DITCH
EST. 135 SY GEOTEXTILE
EST. 115 TONS RIP RAP
SEE DETAIL B
SPECIAL LATERAL BASE DITCH
2:
1
D Flatter4:1 or
d
( Not to Scale)
ROADWAY CUT DITCH
-L- STA. 9+00 TO 10+50 LT
Slope
Ditch
Front
DETAIL D
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Geotextile
2GI 2GI
JS FEATURE ENDS
d 2:1B
D
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL BASE DITCH
-L- STA. 8+00 TO 8+90 RT
Slope
Fill
DETAIL B
B= 6 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CL I Rip-Rap
Ground
Natural
Geotextile
1
1
1
1
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
$$$$USERNAME$$$$Office of:
Prepared in the
LICENSE NO. F-0669
HATCH MOTT MACDONALD I & E, LLC
LICENSE NO. F-0258
ICA ENGINEERING
025’25’50’
HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com
NC License No: F-0258
Raleigh, NC 27607
Suite 100
5121 Kingdom Way,
ICA Engineering, Inc.
17BP.5.R.54 - DURHAM 117
E
S S S S
F F F F F F F F F F F F F F F FF
JS FEATURE BEGINS
JS FEATURE ENDS
TS
S
TS
ENGLISH
R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_psh_4.dgnICA ENGINEERING, INC.8/29/20170
10050
100
SCALE: 1"= 100’ HORIZ.
LEGEND
IMPACTS IN SURFACE WATER
DENOTES PERMANENTSS
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZEDSITE 1 AND SITE 2
PLAN VIEW
WETLAND AND SURFACE WATER IMPACTS PERMIT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED 4
ON SHEET 4A
AREA SITE 1
SEE ENLARGED
SITE 1
SITE 2
WETLAND
DENOTES FILL INFF
ON SHEET 4B
& SITE 3
AREA SITE 2
SEE ENLARGED
SITE 3
SHEET 3 OF 11
PERMIT DRAWING
F
C
C
F
C
F
F
F
F
F
F F
F
F F
F
F
C
C
300PR
WOODS
ANC
WOODS
(SEE NOTE #3)
EXISTING R/W
EXISTING R/W
MTL
PB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITY10+001
1
E
S S S S
F F F F F F F F F F F F F F F FF
JS FEATURE BEGINS
JS FEATURE ENDS
TS
S
TS8/17/99WETLAND AND SURFACE WATER IMPACTS PERMIT
R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_psh_4a.dgnICA ENGINEERING, INC.8/29/2017SITE 1
DETAIL SHEET FOR
0
6030
60
SCALE: 1"= 60’ HORIZ.
ENGLISH
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
17BP.5.R.54 - DURHAM 117
LICENSE NO. F-0258
ICA ENGINEERING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
LEGEND
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
S S
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL INFF
4A
Office of:
Prepared in the
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
SHEET 4 OF 11
PERMIT DRAWING
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NC License No: F-0258
Raleigh, NC 27607
Suite 100
5121 Kingdom Way,
ICA Engineering, Inc.NAD 83/ NA 2011
C C
F
F F
F
C
C
2752 7 5
280280280280285285
285285290290290 290295295295
295295300300300
300 300300300 305305
305305305310310315
315300PR
WOODS
ANC
WOODS
(SEE NOTE #3)
EXISTING R/W
EXISTING R/W
MTL
PB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITY10+001
1
E
S S S S
F F F F F F F F F F F F F F F FF
JS FEATURE BEGINS
JS FEATURE ENDS
TS
S
TS8/17/99WETLAND AND SURFACE WATER IMPACTS PERMIT
R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_psh_4a.dgnICA ENGINEERING, INC.8/29/2017SITE 1
DETAIL SHEET FOR
0
6030
60
SCALE: 1"= 60’ HORIZ.
ENGLISH
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
17BP.5.R.54 - DURHAM 117
LICENSE NO. F-0258
ICA ENGINEERING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
LEGEND
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
S S
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL INFF
4A
Office of:
Prepared in the
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
SHEET 5 OF 11
PERMIT DRAWING
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NC License No: F-0258
Raleigh, NC 27607
Suite 100
5121 Kingdom Way,
ICA Engineering, Inc.NAD 83/ NA 2011
C C
F
F F
F
C
C
(SEE NOTE #3)MUD CREEKMUD CREEKPB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITYTT15+0015"RCP-IV
15"
2GI 2GI
1
18/17/99WETLAND AND SURFACE WATER IMPACTS PERMIT
R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_psh_4b.dgnICA ENGINEERING, INC.8/29/2017FOR -L- PROFILE, SEE SHEET 5
0
6030
60
SCALE: 1"= 60’ HORIZ.
ENGLISH
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
HATCH MOTT MACDONALD I & E, LLC
SHEET NO.
HYDRAULICS
ENGINEER
PROJECT REFERENCE
17BP.5.R.54 - DURHAM 117
LICENSE NO. F-0258
ICA ENGINEERING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
LEGEND
CLEARING
DENOTES MECHANIZED
4B
SITE 2
SHEET 6 OF 11
PERMIT DRAWING
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com
Office of:
Prepared in the
ROADWAY DESIGN
ENGINEER
NC License No: F-0258
Raleigh, NC 27607
Suite 100
5121 Kingdom Way,
ICA Engineering, Inc.NAD 83/ NA 2011
SITE 2
DETAIL SHEET FOR
F
F
F
F F
F
2652702
7
02702702702702
7
5275275275275275275275275275280280280280280(SEE NOTE #3)MUD CREEKMUD CREEKPB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITYTT15+0015"RCP-IV
15"
2GI 2GI
1
18/17/99WETLAND AND SURFACE WATER IMPACTS PERMIT
R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_psh_4b.dgnICA ENGINEERING, INC.8/29/2017FOR -L- PROFILE, SEE SHEET 5
0
6030
60
SCALE: 1"= 60’ HORIZ.
ENGLISH
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
HATCH MOTT MACDONALD I & E, LLC
SHEET NO.
HYDRAULICS
ENGINEER
PROJECT REFERENCE
17BP.5.R.54 - DURHAM 117
LICENSE NO. F-0258
ICA ENGINEERING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
LEGEND
CLEARING
DENOTES MECHANIZED
4B
SITE 2
SHEET 7 OF 11
PERMIT DRAWING
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com
Office of:
Prepared in the
ROADWAY DESIGN
ENGINEER
NC License No: F-0258
Raleigh, NC 27607
Suite 100
5121 Kingdom Way,
ICA Engineering, Inc.NAD 83/ NA 2011
SITE 2
DETAIL SHEET FOR
F
F
F
F F
F
R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_psh_pfl.dgnICA ENGINEERING, INC.8/24/2017SHEET NO.PROJECT REFERENCE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
5
Office of:
Prepared in the
LICENSE NO. F-0258
ICA ENGINEERING
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
NC License No: F-0258
Raleigh, NC 27607
Suite 100
5121 Kingdom Way,
ICA Engineering, Inc.
17BP.5.R.54 - DURHAM 117
ENGLISH
0 10’025’25’50’5’5’
VERTICAL SCALE HORIZONTAL SCALE
SHEET 8 OF 11
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
260
240
250
270
280
290
300
10 11 12 13 14 15 16 17 18 19
-L-
230
220
210
200
240
250
260
270
280
290
300
230
220
210
200
PI = 10+30.00
EL = 284.25’
DS = 35 MPH
PI = 16+95.00
EL = 282.57’
DS = 45 MPH
EL = 325.07’
STA. 5+85.00
BEGIN GRADE
EL = 285.75’
STA. 18+00.00
END GRADE
VC = 450’VC = 210’
6 7 8 9
310
320
330
340
310
320
330
340
EL = 323.39’
DS = 25 MPH
PI = 6+25.00
VC = 80’
K = 15
K = 51
PI = 13+90.00
EL = 281.01’
DS = 55 MPH
VC = 180’
K = 128(-)4
.20
0
0%
(-)9.6642%(-)0.9000%
(+)0.5115%(+)3.0286%
K = 83
(STRUCTURE PAY ITEM)
EXCAVATION = 130 CY
GP ELEV. = 281.73’
1 @ 70’; SKEW 90
w/4’ DEEP CAPS
SINGLE SPAN 24" PCCS
BRIDGE C STA. 15+31 -L-L
DEPTH (TYP.)
3.5’ KEY
ELEV. = 270.5’
NORMAL WS
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
o
0.00%0.00%(-)4
.0
800%
ELEV.=275.0’
ELEV.=275.0’
BRIDGE
EXISTING
REMOVE
(SEE SHEET 1C-1)
L STATION 12+86.00 32’ LT
RR SPIKE IN 20 INCH OAK
BM #1 ELEVATION = 278.92’
(SEE SHEET 1C-1)
L STATION 15+94.00 36’ LT
RR SPIKE IN 24 INCH GUM
BM #2 ELEVATION = 276.55’
BRIDGE HYDRAULIC DATA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 50 YRS
CFS
FT
CFS
YRS
FT
CFS
YRS
FT
= 2460
= 279.8
= 2820
= 100
= 2900
= 281.3
= 270.5
= 10-30-2014
= 100+
= 280.7ELEV. = 299.99-L- STA. 8+00BEGIN SP DITCH LTELEV. = 290.37-L- STA. 8+90END SP DITCH RTELEV. = 295.91-L- STA. 9+00END SP DITCH LTELEV. = 292.31-L- STA. 8+00BEGIN SP DITCH RT(-)0.9500%ELEV. = 290.75-L- STA. 8+50PI SP DITCH RT(-)3
.1200%
SHEET NO.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
0 105 PROJECT REFERENCE
17BP.5.R.54 - DURHAM 117
290.88EXIST. R/WEXIST. R/WEOPEOP0.020 0.020
4:12:13:1288.39
X-3
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
290 290
300 300
310 310
280 280
10+00.00
290 290
300 300
280 280
-L-
ENGLISH
SITE 1
WETLAND
R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_xpl.dgnICA ENGINEERING, INC.8/24/2017SHEET 9 OF 11
PERMIT DRAWING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
0 105 PROJECT REFERENCE
17BP.5.R.54 - DURHAM 117 X-4
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
280 280
290 290
270 270
14+00.00
-L-
ENGLISH
SITE 2
281.67EXIST. R/WEXIST. R/WEOPEOP0.020
3:13:1
0.002
WETLAND
R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_wet_xpl.dgnICA ENGINEERING, INC.8/24/2017SHEET 10 OF 11
PERMIT DRAWING
HandExisting 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) 1 FROM-L- 7+95 RT TO 9+02 RT CHANNEL RELOCATION < 0.01 < 0.01 103 17 1 FROM -L- 7+80 RT TO 13+15 RT ROADWAY FILL/EXCAVATION 0.05 < 0.01 0.11 2 FROM -L- 13+82 LT TO 14+47 LT ROADWAY FILL < 0.01 TOTALS*:0.05 0.01 0.12 0.01 0.01 103 17*Rounded totals are sum of actual impactsNOTES:Revised 2013 10 24SHEET 11OF 11 WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSDURHAM COUNTYSF-31011717BP.5.R.54NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSAUGUST 29, 2017
SITE 2
SITE 1 MUD CREEKUS 15/501TO
LOCATION
PROJECT
17BP.5.R.54
CITY OF DURHAM
CITY OF DURHAM
-L- STA 5+85.00
BEGIN PROJECT 17BP.5.R.54
-L- STA 18+00.00
END PROJECT 17BP.5.R.54
R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_buf_tsh.dgnICA ENGINEERING, INC.8/29/2017ENGLISH
BUFFER IMPACTS PERMIT
SHEET 1 OF 7
PERMIT DRAWING
SHEET 1 OF 7
PERMIT DRAWING
JS FEATURE ENDS
JS FEATURE BEGINS
-L-CORNWALLIS ROAD
SR 1308
-L- Sta. 14+94.88
BEGIN BRIDGE
-L- Sta. 15+67.13
END BRIDGE
-L- Sta. 15+78.00
END APPROACH SLAB
-L- Sta. 14+84.00
BEGIN APPROACH SLAB NAD 83/ NA 2011
NC License No: F-0258
Raleigh, NC 27607
Suite 100
5121 Kingdom Way,
ICA Engineering, Inc.
STATE STATE PROJECT REFERENCE NO.
F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
STATE PROJECT NO.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
2012 STANDARD SPECIFICATIONS
1
VICINITY MAP
(NOT TO SCALE)
OFF-SITE DETOUR
SIGNATURE:
P.E.
SIGNATURE:
P.E.CONTRACT: TIM JORDAN, PE
PROJECT ENGINEER
HYDRAULICS ENGINEER
HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEERPrepared in the Office of Hatch Mott MacDonald for PLANS PREPARED BY:
17BP.5.R.54
TIP PROJECT: 17BP.5.R.54DURHAM COUNTY
DIVISION 5
17BP.5.R.54
$$$$USERNAME$$$$
NCDOT CONTACT:LISA GILCHRIST, EI
LETTING DATE:
RIGHT OF WAY DATE:
PROJECT LENGTH
0
0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
0
502550 100
50 25 50 100
10 5 10 20
GRAPHIC SCALES DESIGN DATA
LOCATION: BRIDGE NO. 117 OVER MUD CREEK ON SR 1308 (CORNWALLIS ROAD)
SUB REGIONAL TIER
MINOR ARTERIAL
CLASS =
TRENT CORMIER, PE
TOTAL LENGTH TIP PROJECT = 0.230 MILES
LENGTH STRUCTURE TIP PROJECT = 0.014 MILES
LENGTH ROADWAY TIP PROJECT = 0.216 MILES
V = 45 MPH
ADT (2025) = 6600
ADT (2011) = 3300
LICENSE NO. F-0669
DECEMBER 5, 2016
OCTOBER 11, 2017
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURE AND SIGNAL
PO Box 700
Fuquay-Varina, NC 27526
(919) 552-2253
(919) 552-2254 (Fax)
www.mottmac.com/americas
1308
1307
Corn
wallis
Rd.
1307
1308
ErwinRd.
751
501
15
501
15
Cor
n
wallis Rd.
751
Erwin Rd.Cor
nwal
l
i
s Rd.317
300PR
WOODS
ANC
WOODS
SSSSSGUY
GUYS
GUY
GUY
WOODS
WOODS
WOODS
WOODSDuke Energy ProgressFrontier Communications of America Inc., 300 PAIR, COPPERFrontier Communications of America Inc., 300 PAIR, COPPERGUY
GUY
RAP
RIP
(SEE NOTE #3)
LT
SIG
LT
SIG
MUD CREEKMUD CREEK31-0117-1
EXISTING R/W
EXISTING R/W
MTL
PB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITY
BRIDGE NO. 117 ON SR-1308 (W. CORNWALLIS RD) OVER MUD CREEK
21’-22’ BST (VAR.)
SR 1308 CORNWALLIS ROAD
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
BM#1
24" RCP TTTEIP
DB 5215 PG 312 MTLCONC.
DB 5174 PG 117
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
LTD PRTNRSHP
MCCRACKEN FAMILY
GROUP INC
LEGACY BUILDERS
(CORNWALLIS RD.)SR 1308
VAR BST
EIP 24’ BSTSR 1307 (ERWIN RD.)-L- POT Sta. 18+00.00
END PROJECT
-L- PC Sta. 15+75.31
-L- PT Sta. 17+03.6115+0010+00-L- POT Sta. 5+85.00
BEGIN PROJECT
-L- PC Sta. 7+28.84
-L- PT Sta. 9+17.44
-Y- POT Sta. 10+00.00
-Y- POT Sta. 15+00.31
-Y- POT Sta. 12+52.79
-L- POT Sta. 5+60.00 NAD 83/ NA 2011
15"(TYP.)+78(TYP.)+84+42 LT
BEGIN SBG
EST. 15 SY GEOTEXTILE
EST. 6 TONS
CLASS B RIP RAP
RCP-IV
15"
(STRUCTURE PAY ITEM)
SHOULDER POINT (TYP.)
CLASS II RIP RAP UP TO
LIMITS
EXCAVATION
EST. 5 SY GEOTEXTILE
EST. 1 TON
CLASS B RIP RAP
EST. 100 SY GEOTEXTILE
EST. 45 TONS RIP RAP
SEE DETAIL D
ROADWAY CUT DITCH
EST. 300 SY PSRM
SEE DETAIL C
TOE PROTECTION
( Not to Scale)
TOE PROTECTION
d
-L- STA. 8+90 TO STA. 13+15 RT
Fill Slope2:1 or Flatter
d= 1 Ft.
Type of Liner= PSRM
DETAIL C
Ground
Natural
PSRM
EST. 70 SY GEOTEXTILE
EST. 30 TONS RIP RAP
SEE DETAIL A
SPECIAL LATERAL V DITCH
EST. 135 SY GEOTEXTILE
EST. 115 TONS RIP RAP
SEE DETAIL B
SPECIAL LATERAL BASE DITCH
2:
1
D Flatter4:1 or
d
( Not to Scale)
ROADWAY CUT DITCH
-L- STA. 9+00 TO 10+50 LT
Slope
Ditch
Front
DETAIL D
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Geotextile
2GI 2GI
JS FEATURE ENDS
1
1
1
1
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
$$$$USERNAME$$$$Office of:
Prepared in the
LICENSE NO. F-0669
HATCH MOTT MACDONALD I & E, LLC
LICENSE NO. F-0258
ICA ENGINEERING
025’25’50’
HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com
NC License No: F-0258
Raleigh, NC 27607
Suite 100
5121 Kingdom Way,
ICA Engineering, Inc.
17BP.5.R.54 - DURHAM 117
JS FEATURE BEGINS
ENGLISH
R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_buf_psh_4.dgnICA ENGINEERING, INC.8/29/20170
10050
100
SCALE: 1"= 100’ HORIZ.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED 4
ON SHEET 4A
AREA SITE 2
SEE ENLARGED
BUFFER IMPACTS PERMIT
LEGEND
ZONE 1 (30’)
RIPARIAN BUFFER
ZONE 2 (20’)
RIPARIAN BUFFER
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 1
(BRIDGE)
ALLOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 2
(BRIDGE)
ALLOWABLE IMPACTS ZONE 2
SITE 1 & 2
PLAN VIEW
SITE 1
SITE 2
(ROAD)
WITH MITIGATION ZONE 1
ALLOWABLE IMPACTS
(ROAD)
WITH MITIGATION ZONE 2
ALLOWABLE IMPACTS
SHEET 2 OF 7
PERMIT DRAWING
F
C
C
F
C
F
F
F
F
F
F F
F
F F
F
F
C
C
26527027
0270270270270 2
7
5275275275275275275275275275
275275275280280 280280280280 280280280280 280
280285285285285285290290290290 290295295295
295295295300300300300
300 300300300 305305
305305305305310310310310
310
310315315
315
315315315320320320320320320325325325
325325325325330330330335335340300PR
WOODS
ANC
WOODS
SSSSSGUY
GUYS
GUY
GUY
WOODS
WOODS
WOODS
WOODSDuke Energy ProgressFrontier Communications of America Inc., 300 PAIR, COPPERFrontier Communications of America Inc., 300 PAIR, COPPERGUY
GUY
RAP
RIP
(SEE NOTE #3)
LT
SIG
LT
SIG
MUD CREEKMUD CREEK31-0117-1
EXISTING R/W
EXISTING R/W
MTL
PB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITY
BRIDGE NO. 117 ON SR-1308 (W. CORNWALLIS RD) OVER MUD CREEK
21’-22’ BST (VAR.)
SR 1308 CORNWALLIS ROAD
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
BM#1
24" RCP TTTEIP
DB 5215 PG 312 MTLCONC.
DB 5174 PG 117
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
LTD PRTNRSHP
MCCRACKEN FAMILY
GROUP INC
LEGACY BUILDERS
(CORNWALLIS RD.)SR 1308
VAR BST
EIP 24’ BSTSR 1307 (ERWIN RD.)-L- POT Sta. 18+00.00
END PROJECT
-L- PC Sta. 15+75.31
-L- PT Sta. 17+03.6115+0010+00-L- POT Sta. 5+85.00
BEGIN PROJECT
-L- PC Sta. 7+28.84
-L- PT Sta. 9+17.44
-Y- POT Sta. 10+00.00
-Y- POT Sta. 15+00.31
-Y- POT Sta. 12+52.79
-L- POT Sta. 5+60.00 NAD 83/ NA 2011
15"(TYP.)+78(TYP.)+84+42 LT
BEGIN SBG
EST. 15 SY GEOTEXTILE
EST. 6 TONS
CLASS B RIP RAP
RCP-IV
15"
(STRUCTURE PAY ITEM)
SHOULDER POINT (TYP.)
CLASS II RIP RAP UP TO
LIMITS
EXCAVATION
EST. 5 SY GEOTEXTILE
EST. 1 TON
CLASS B RIP RAP
EST. 100 SY GEOTEXTILE
EST. 45 TONS RIP RAP
SEE DETAIL D
ROADWAY CUT DITCH
EST. 300 SY PSRM
SEE DETAIL C
TOE PROTECTION
( Not to Scale)
TOE PROTECTION
d
-L- STA. 8+90 TO STA. 13+15 RT
Fill Slope2:1 or Flatter
d= 1 Ft.
Type of Liner= PSRM
DETAIL C
Ground
Natural
PSRM
EST. 70 SY GEOTEXTILE
EST. 30 TONS RIP RAP
SEE DETAIL A
SPECIAL LATERAL V DITCH
EST. 135 SY GEOTEXTILE
EST. 115 TONS RIP RAP
SEE DETAIL B
SPECIAL LATERAL BASE DITCH
2:
1
D Flatter4:1 or
d
( Not to Scale)
ROADWAY CUT DITCH
-L- STA. 9+00 TO 10+50 LT
Slope
Ditch
Front
DETAIL D
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Geotextile
2GI 2GI
JS FEATURE ENDS
1
1
1
1
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
$$$$USERNAME$$$$Office of:
Prepared in the
LICENSE NO. F-0669
HATCH MOTT MACDONALD I & E, LLC
LICENSE NO. F-0258
ICA ENGINEERING
025’25’50’
HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com
NC License No: F-0258
Raleigh, NC 27607
Suite 100
5121 Kingdom Way,
ICA Engineering, Inc.
17BP.5.R.54 - DURHAM 117
JS FEATURE BEGINS
ENGLISH
R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_buf_psh_4.dgnICA ENGINEERING, INC.8/29/20170
10050
100
SCALE: 1"= 100’ HORIZ.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED 4
ON SHEET 4A
AREA SITE 2
SEE ENLARGED
BUFFER IMPACTS PERMIT
LEGEND
ZONE 1 (30’)
RIPARIAN BUFFER
ZONE 2 (20’)
RIPARIAN BUFFER
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 1
(BRIDGE)
ALLOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 2
(BRIDGE)
ALLOWABLE IMPACTS ZONE 2
SITE 1 & 2
PLAN VIEW
SITE 1
SITE 2
(ROAD)
WITH MITIGATION ZONE 1
ALLOWABLE IMPACTS
(ROAD)
WITH MITIGATION ZONE 2
ALLOWABLE IMPACTS
SHEET 3 OF 7
PERMIT DRAWING
F
C
C
F
C
F
F
F
F
F
F F
F
F F
F
F
C
C
(SEE NOTE #3)MUD CREEKMUD CREEKPB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITYTT15+0015"RCP-IV
15"
2GI 2GI
1
18/17/99R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_buf_psh_4a.dgnICA ENGINEERING, INC.8/29/2017FOR -L- PROFILE, SEE SHEET 5
0
6030
60
SCALE: 1"= 60’ HORIZ.
ENGLISH
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
HATCH MOTT MACDONALD I & E, LLC
SHEET NO.
HYDRAULICS
ENGINEER
PROJECT REFERENCE
17BP.5.R.54 - DURHAM 117
LICENSE NO. F-0258
ICA ENGINEERING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
4a
ZONE 1 (30’)
RIPARIAN BUFFER
ZONE 2 (20’)
RIPARIAN BUFFER
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 1
LEGEND
(BRIDGE)
ALLOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 2
(BRIDGE)
ALLOWABLE IMPACTS ZONE 2
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
ROADWAY DESIGN
ENGINEER
Office of:
Prepared in the
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com
SHEET 4 OF 7
PERMIT DRAWING
SITE 2
DETAIL SHEET FOR
BUFFER IMPACTS PERMIT
NC License No: F-0258
Raleigh, NC 27607
Suite 100
5121 Kingdom Way,
ICA Engineering, Inc.NAD 83/ NA 2011
F
F
F
F F
F
2652702
7
02702702702702752752752752752752 7 5
275275280280 280280280(SEE NOTE #3)MUD CREEKMUD CREEKPB 182 PG 116
DUKE UNIVERSITY
PB 182 PG 116
DUKE UNIVERSITYTT15+0015"RCP-IV
15"
2GI 2GI
1
18/17/99R:\Hydraulics\PERMITS_Environmental\Drawings\310117_hyd_prm_buf_psh_4a.dgnICA ENGINEERING, INC.8/29/2017FOR -L- PROFILE, SEE SHEET 5
0
6030
60
SCALE: 1"= 60’ HORIZ.
ENGLISH
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
HATCH MOTT MACDONALD I & E, LLC
SHEET NO.
HYDRAULICS
ENGINEER
PROJECT REFERENCE
17BP.5.R.54 - DURHAM 117
LICENSE NO. F-0258
ICA ENGINEERING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
4a
ZONE 1 (30’)
RIPARIAN BUFFER
ZONE 2 (20’)
RIPARIAN BUFFER
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 1
LEGEND
(BRIDGE)
ALLOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 2
(BRIDGE)
ALLOWABLE IMPACTS ZONE 2
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
ROADWAY DESIGN
ENGINEER
Office of:
Prepared in the
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com
SHEET 5 OF 7
PERMIT DRAWING
SITE 2
DETAIL SHEET FOR
BUFFER IMPACTS PERMIT
NC License No: F-0258
Raleigh, NC 27607
Suite 100
5121 Kingdom Way,
ICA Engineering, Inc.NAD 83/ NA 2011
F
F
F
F F
F
ROAD CROSSING BRIDGEPARALLEL IMPACTZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)1 CHANNEL RELOCATION FROM -L- 5+95.5 RT TO 9+89 RT X 11130 1563 126922SINGLE SPAN 24" PRE-CAST CONCRETE CORED SLAB W/ 4' CAPS, 1@70'FROM -L- 14+60 TO 16+00 X 2500 400 2900X 131 2613 2743TOTAL:2630 3013 5643 11130 1563 12692IMPACTBUFFER IMPACTS SUMMARYTYPESITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO)ALLOWABLE MITIGABLEBUFFER REPLACEMENTSHEET 6 OF 7SF-31011717BP.5.R.54 8/29/2017N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS DURHAM COUNTYRev. May 2006
ZONE 1 (ft2)ZONE 2 (ft2)1 FROM -L- 8+32 RT TO 13+18 RT 5267TOTAL:5267 0WETLANDS IN BUFFER IMPACTS SUMMARY SHEET 7 OF 7SF-31011717BP.5.R.54 8/29/2017N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS DURHAM COUNTYWETLANDS IN BUFFERSSITE NO. STATION (FROM/TO)Rev. Jan 2009