HomeMy WebLinkAbout20171315 Ver 1_Build Maps_20171018 (2)(Version 2.06; Released June 2016)40150.1.1TIP No.:B-4958County(ies):Guilford Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2040Existing:Year:Aquatic T&E Species?NoComments:NoN/AN/AN/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)ac.10' travel lanes, 1' paved shoulders6000Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply III (WS-III)NCDWR Surface Water Classification for Water BodyJordan LakeBuffer Rules in Effect:303d440012' travel lanes, 4' paved shoulders, Shoulder width 11' w/guardrail; Side slopes 2:1 Waterbody Information2016NCDWR Stream Index No.:40150.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Replacement of Bridge #106 over Reedy Fork Creek on SR 2128 (Bunch Road) - The existing structure is a 3 @ 30'-3" bridge (91' total) with Prestressed Concrete Channel Beams and Timber Piles and End Bents. The recommended replacement structure is a 1 @ 30'; 1 @ 70' -- 2 span Cored Slab Bridge (100' total). The bridge opening will be increased from 598 sq ft to 678 sq ft, reducing bridge opening velocities. The north stream bank will be armored with Class II rip rap to stabilize. Existing ditch in the SE quadrant is unstable and eroding. This ditch will be widened/improved to 3' and stabilized with Class I rip rap to Reedy Fork Crk. Ditches in the remaining quadrants are presently vegetated and stable and these will be maintained with the project.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1020 Birch Ridge Rd.Address:General Project InformationB-4958WBS Element:Bridge ReplacementWBS Element:SameNCDOT Contact:(919) 707-6711Contractor / Designer:gcail@ncdot.govAddress:8/30/2017GuilfordGalen CailRaleigh, NC 27610River Basin(s): City/Town:0.3Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoLight Urban; ResidentialReedy Fork Crk16-11-(1)0.20.08Project DescriptionProposed ProjectCape FearNoneSupplemental Classification: Nutrient Sensitive Waters (NSW)Wetlands within Project Limits?
(Version 2.06; Released June 2016)40150.1.1TIP No.:B-4958County(ies):Guilford Page 2 of 2Sheet No.Station & Coordinates (Road and Non Road Projects)Surface Water BodyBase Width(ft)Front Slope(H:1)Back Slope(H:1)Drainage Area(ac)Recommended Treatm't Length(ft)Actual Length(ft)Longitudinal Slope(%)Q2(cfs)V2(fps)Q10(cfs)V10(fps)Rock Checks UsedBMP Associated w/ Buffer Rules?17+72 LT19+05 LTNorth Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSAdditional CommentsNo(1)Reedy Fork Crk(1)Reedy Fork CrkSwalesYes1.60.3 30Exist1.4 - 3.6>4% 3.90.70.0 4.0 2.00.0 Exist13126040.61.4 - 3.82.6WBS Element:1.54**SEE NOTE1.80%5.0** Inlet provided at end of project in existing ditch. Existing ditch is over 4.0%. No additional impervious added to the ditch prior to inlet.
POWER LINE EASEMENT*****************************
R\R SPIKE IN BASE OF 20" PINE
BL STATION 6+02.00 90’ RIGHT
N 883003 E 1718744
BM1 ELEVATION = 789.21
*****************************
------ ------- ----------- ------------ ---------- ----------- ------
STATE STATE PROJECT REFERENCE NO.
F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
PROJECT LENGTH
LETTING DATE:
STATE PROJECT NO.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
2012 STANDARD SPECIFICATIONS
1
VICINITY MAP
(NOT TO SCALE)
NCDOT CONTACT:5:05:43 PMR:\Roadway\Proj\B-4958_rdy_tsh.dgnjor56882DIVISION 7
OFF-SITE DETOUR
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 ENGINEERPrepared in the Office of Hatch Mott MacDonald for PLANS PREPARED BY:
65% PLANS
1/4/2017TOTAL LENGTH TIP PROJECT = 0.076 MILES
LENGTH STRUCTURE TIP PROJECT = 0.019 MILES
LENGTH ROADWAY TIP PROJECT = 0.057 MILES
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE
LOCAL
SUB REGIONAL TIER
LICENSE NO. F-0669
PO Box 700
Fuquay-Varina, NC 27526
(919) 552-2253
(919) 552-2254 (Fax)
www.mottmac.com/americas
B-4958
GUILFORD COUNTY
LOCATION: BRIDGE NO. 106 OVER REEDY FORK CREEK ON SR 2128 (BUNCH ROAD)TIP PROJECT: B-4958GALEN CAIL, PE
D
T
V
=
=
=
=
=
%
%
MPH
ADT
ADT
K
DESIGN DATA
2016 4400
2040 6000
12
80
3
45
%*
DUAL 2%* TTST =1%
40150.1.1 P.E.
Summerfield
Pop. 1,680
2134
2116
2236
2195
2193
2205
2113
2228
2221
2264
2112
2109
3834
3984
2127
2128
3999
4808
4817
4819
4834
4839
4843
2128
2133 21902124
3812 2283
3837
2135
3833
23932118
2119
2117
2120
2121
2126
2447
2446
2444
2462
2314
3990
48214822
4823
4824
2120
4863
4866
4867 4865
4845
4851
4877
4872
4873
4872
4899
4894
2127
2117
2133
2114
4861
5017
5020
5017
150
2128
2127
150
150
220
220
-L-
LIMITS
PROJECT
B-4958
-L- POC Sta. 15+00.00
BEGIN PROJECT B-4958
-L- POT Sta. 19+00.00
END PROJECT B-4958
-L- Sta. 15+92.00
BEGIN APPROACH SLAB
-L- Sta. 16+04.00
BEGIN BRIDGE
-L- Sta. 17+04.00
END BRIDGE
-L- Sta. 17+16.00
END APPROACH SLAB
(NORTHWEST SCHOOL RD)
TO SR 2131
(BROOKBANK RD)
TO SR 2127
SR 2128
REEDY FORK CREEK-DR- PC Sta. 10+20.00
BEGIN CONSTRUCTION
NAD 83/ NSRS 2007
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
$$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$$$DATE$$PROJECT REFERENCE65% PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DO NOT USE FOR R/W ACQUISITION
INCOMPLETE PLANS
Office of:
Prepared in the
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
B-4958- GUILFORD 106
15+0020+00ALL FOUR BRIDGE CORNERS
TYPE-III ANCHOR UNITS ON
NOTE: 0202TL-2
TL-2
TL-2 0202AT-1
-L-
(STRUCTURE PAY ITEM)
EXCAVATION = 425 CY
BEGIN GRADE
BEGIN PROJECT
12 13 14 15 16 17 18 19 20 21 22
750
760
770
780
790
800
810
820
800
750
760
770
780
790
810
820
PI = 18+00.00
EL = 787.81'
(+)4.3900%
VC = 200'
K = 49
BEGIN GRADE
END PROJECT
STA. 15+00.00
EL = 786.86'
STA. 19+00.00
EL = 792.20'
(+)0.3167%1.5:11.5:1(+)4.3900%
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
= 25
= 3400
= 785.4
= 6300
= 100
= 787.9
= 5500
= +50
= 786.8
= 776.3
= 12/9/15
NWS=776.3
L
GP ELEV. = 787.3
1 @ 30'; 1 @ 70'; SKEW 105
W/4' DEEP CAPS
TWO SPAN 24" PCCS
BRIDGE C STA. 16+54 -L-
BRIDGE
EXISTING
REMOVE
(STRUCTURE PAY ITEM)
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
(TYP.)
3' KEY DEPTH
CLASS II RIP RAP
@ 1.5:1 W/
ARMOR BANK
(STRUCTURE PAY ITEM)
ELEV 779.0' (TYP.)
EXCAVATE TO
2GI
REMOVE
2GI
TB 2GI
TB 2GI
15" RCP-IV ELBOWS15" W/SEE DETAIL A
EST 35 SY GEOTEXTILE
EST 20 TONS
TOE PROTECTION
GRADE TO DRAIN
CLASS II RIP RAP
SEE DETAIL C
EMBANKMENT RIP RAP
SEE DETAIL B
EST 20 SY GEOTEXTILE
EST 10 TONS
SLOPE=0.3%
3' BASE DITCH
RETAIN
15" RCP-IV
18" CAAP
FS
EXCAVATION
SEE DETAIL B
EST 20 SY GEOTEXTILE
EST 10 TONS
SLOPE=0.3%
3' BASE DITCH
( Not to Scale)
RIP RAP AT EMBANKMENT
STA. 16+62 -L- RT
STA. 16+80 -L- LT
DETAIL C
Grade
Ditch
2
GEOTEXTILE
Geotextile= 25 SY
Type of Liner= 25 TONS,CL II Rip-Rap
5'min.
1.0'min.
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 16+65 TO STA. 16+90 -L- RT
FROM STA. 16+83 TO STA. 17+05 -L- LT
DETAIL B
B=3 Ft.
Max. d=2 Ft.
Min. D=2 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CLASS I Rip-Rap
Geotextile
FROM STA. 15+20 TO STA. 15+95 -L- LT
Fill Slope2:1 or Flatter
b=2 Ft.
d=1 Ft.
Type of Liner= CLASS B Rip-Rap
b
DETAIL A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
EST 85 SY GEOTEXTILE
EST 85 TONS
w/ CLASS II RIP RAP
ARMOR BANK @ 1.5:1
CLASS II RIP RAP
HH 10' GRAVEL12' GRAVELREEDY FORK CREEKDUKE POWER CO
MTL
1SFD
S
10' GRAVEL9' GRAVEL9' GRAVEL60.00'60.00'EXISTING R/W
EXISTING R/W
68.00'
68.00'POWER LINE EASEMENTPOWER LINE EASEMENTPOWER LINE EASEMENTPOWER LINE EASEMENTCOAX, TWC AT&T CORP., COPPER
AT&T CORP., COPPER
MELVIN S KRIEGSMAN
DB 2724 PG 525
DB 7083 PG 1754
METODIST CHURCH, INC.
CANAAN UNITED
WOODS
BM1
CAROLYN T. RUMLEY
JOHN W. RUMLEY AND
DB 4502 PG 0533
Progress
Energy
Duke
12" RCP
EIP
Progress
Energy
Duke
(NORTHWEST SCHOOL RD)
TO SR 2131
EIP
TO
R/W
0.93'
WOODS
WOODS
WOODS
COAX, TWC
AT&T CORP., COPPER
BOX
USGS
STA
GAUGING
USGS
WOODS
18" RCP
AT&T CORP., COPPER
WOODS
15" RCP
GATE
WOODS
JO ANN L. DELAUNE
FRANCIS W. DELAUNE JR AND WIFE
DB 2957 PG 630
DB 3458 PG 191
MALINDA LOU McCUISTON
DB 7075 PG 345
DB 7674 PG 798
JOHNNY L. McGEE
AND SPOUSE
BRUCE M. THEDE
WIFE DOROTHY F. MARTIN
WILLIAM PRESTON MARTIN AND
DB 2568 PG 489
BOX
CABLE
15" RCP
(BROOKBANK RD)TO SR 2127
EXISTING R/W
EXISTING R/W
R/W
TO
EIP
3.00'
EIP
WOODS
EIP
POSTS
GATE
SR 2128 BUNCH RD 20'BST
10
(-)0.4857%(+)1.9526%
-DR-
END GRADE
K = 21
PI = 10+55.00
EL = 787.07'
BEGIN GRADE
STA. 10+20.00
EL = 787.24'
STA. 10+95.68
EL = 787.87
VC = 50'
4
NAD 83/ NSRS 2007
15+0020+00ALL FOUR BRIDGE CORNERS
TYPE-III ANCHOR UNITS ON
NOTE: 0202TL-2
TL-2
TL-2 0202AT-1 2GI
REMOVE
2GI
TB 2GI
TB 2GI
15" RCP-IV V10= 0.3 ft/s
Q10=0.6cfs
V2= 0.3 ft/s
Q2=0.5cfs
DA=0.13ac
RIP RAP PAD DATA
ELBOWS15" W/OUTLET DITCH DATA
s=0.003
d10=0.8 ft
V10=1.4 ft/s
Q10=5.5cfs
(DAp=0.3;DAg=2.4)
DA=2.7ac
STABLE/VEGETATED
EXISTING DITCH
STABLE/VEGETATED
EXISTING DITCH
STABLE/VEGETATED
EXISTING DITCH
STABLE/VEGETATED
EXISTING DITCH
SEE DETAIL A
EST 35 SY GEOTEXTILE
EST 20 TONS
TOE PROTECTION
TOE PROTECTION DATA
s=0.02
d10=0.9 ft
V10=3.0 ft/s
Q10=15cfs
(DAp=0.1;DAg=9.0)
DA=9.1ac
OUTLET DITCH DATA
s=0.02
d10=0.4 ft
V10=1.7 ft/s
Q10=0.6cfs
(DAp=0.05;DAg=0.20)
DA=0.25ac
GRADE TO DRAIN
CLASS II RIP RAP
SEE DETAIL C
EMBANKMENT RIP RAP
SEE DETAIL B
EST 20 SY GEOTEXTILE
EST 10 TONS
SLOPE=0.3%
3' BASE DITCH
RETAIN
15" RCP-IV
18" CAAP
FS
EXCAVATION
SEE DETAIL B
EST 20 SY GEOTEXTILE
EST 10 TONS
SLOPE=0.3%
3' BASE DITCH
( Not to Scale)
RIP RAP AT EMBANKMENT
STA. 16+62 -L- RT
STA. 16+80 -L- LT
DETAIL C
Grade
Ditch
2
GEOTEXTILE
Geotextile= 25 SY
Type of Liner= 25 TONS,CL II Rip-Rap
5'min.
1.0'min.
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 16+65 TO STA. 16+90 -L- RT
FROM STA. 16+83 TO STA. 17+05 -L- LT
DETAIL B
B=3 Ft.
Max. d=2 Ft.
Min. D=2 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CLASS I Rip-Rap
Geotextile
FROM STA. 15+20 TO STA. 15+95 -L- LT
Fill Slope2:1 or Flatter
b=2 Ft.
d=1 Ft.
Type of Liner= CLASS B Rip-Rap
b
DETAIL A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
EST 85 SY GEOTEXTILE
EST 85 TONS
w/ CLASS II RIP RAP
ARMOR BANK @ 1.5:1
CLASS II RIP RAP
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SHEET __ OF __
BUFFER DRAWING
STA. 17+72 LT
D10= 0.4ft
V10= 1.6ft/s
Q10=0.7cfs(cp=0.9;cg=0.3)
D2= 0.4ft
V2= 1.5 ft/s
Q2=0.6cfs
L PRO.=
L REQ.= ?
SLOPE=0.018
(DAp=0.07;DAg=0.23)
DA=0.3ac
GRASS SWALE DATA
STA. 19+05 LT
D10= 1.3 - 0.8ft
V10= 1.4 - 3.8ft/s
Q10=5.0cfs(cp=0.9;cg=0.3)
D2= 1.2 - 0.7ft
V2= 1.4 - 3.6ft/s
Q2=3.9cfs
L PRO.=
L REQ.= ?
SLOPE=0.003 - 0.04
(DAp=0.25;DAg=2.35)
DA=2.6ac
GRASS SWALE DATA
CF
F
F
F
F
C
C
C
F
C
C
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
$$$$USERNAME$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$SYSTIME$$$$$$$DATE$$PROJECT REFERENCE65% PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DO NOT USE FOR R/W ACQUISITION
INCOMPLETE PLANS
Office of:
Prepared in the
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
B-4958- GUILFORD 106
15+0020+00ALL FOUR BRIDGE CORNERS
TYPE-III ANCHOR UNITS ON
NOTE: 0202TL-2
TL-2
TL-2 0202AT-1
-L-
(STRUCTURE PAY ITEM)
EXCAVATION = 425 CY
BEGIN GRADE
BEGIN PROJECT
12 13 14 15 16 17 18 19 20 21 22
750
760
770
780
790
800
810
820
800
750
760
770
780
790
810
820
PI = 18+00.00
EL = 787.81'
(+)4.3900%
VC = 200'
K = 49
BEGIN GRADE
END PROJECT
STA. 15+00.00
EL = 786.86'
STA. 19+00.00
EL = 792.20'
(+)0.3167%1.5:11.5:1(+)4.3900%
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
= 25
= 3400
= 785.4
= 6300
= 100
= 787.9
= 5500
= +50
= 786.8
= 776.3
= 12/9/15
NWS=776.3
L
GP ELEV. = 787.3
1 @ 30'; 1 @ 70'; SKEW 105
W/4' DEEP CAPS
TWO SPAN 24" PCCS
BRIDGE C STA. 16+54 -L-
BRIDGE
EXISTING
REMOVE
(STRUCTURE PAY ITEM)
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
(TYP.)
3' KEY DEPTH
CLASS II RIP RAP
@ 1.5:1 W/
ARMOR BANK
(STRUCTURE PAY ITEM)
ELEV 779.0' (TYP.)
EXCAVATE TO
2GI
REMOVE
2GI
TB 2GI
TB 2GI
15" RCP-IV ELBOWS15" W/SEE DETAIL A
EST 35 SY GEOTEXTILE
EST 20 TONS
TOE PROTECTION
GRADE TO DRAIN
CLASS II RIP RAP
SEE DETAIL C
EMBANKMENT RIP RAP
SEE DETAIL B
EST 20 SY GEOTEXTILE
EST 10 TONS
SLOPE=0.3%
3' BASE DITCH
RETAIN
15" RCP-IV
18" CAAP
FS
EXCAVATION
SEE DETAIL B
EST 20 SY GEOTEXTILE
EST 10 TONS
SLOPE=0.3%
3' BASE DITCH
( Not to Scale)
RIP RAP AT EMBANKMENT
STA. 16+62 -L- RT
STA. 16+80 -L- LT
DETAIL C
Grade
Ditch
2
GEOTEXTILE
Geotextile= 25 SY
Type of Liner= 25 TONS,CL II Rip-Rap
5'min.
1.0'min.
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 16+65 TO STA. 16+90 -L- RT
FROM STA. 16+83 TO STA. 17+05 -L- LT
DETAIL B
B=3 Ft.
Max. d=2 Ft.
Min. D=2 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CLASS I Rip-Rap
Geotextile
FROM STA. 15+20 TO STA. 15+95 -L- LT
Fill Slope2:1 or Flatter
b=2 Ft.
d=1 Ft.
Type of Liner= CLASS B Rip-Rap
b
DETAIL A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
EST 85 SY GEOTEXTILE
EST 85 TONS
w/ CLASS II RIP RAP
ARMOR BANK @ 1.5:1
CLASS II RIP RAP
HH 10' GRAVEL12' GRAVELREEDY FORK CREEKDUKE POWER CO
MTL
1SFD
S
10' GRAVEL9' GRAVEL9' GRAVEL60.00'60.00'EXISTING R/W
EXISTING R/W
68.00'
68.00'POWER LINE EASEMENTPOWER LINE EASEMENTPOWER LINE EASEMENTPOWER LINE EASEMENTCOAX, TWC AT&T CORP., COPPER
AT&T CORP., COPPER
MELVIN S KRIEGSMAN
DB 2724 PG 525
DB 7083 PG 1754
METODIST CHURCH, INC.
CANAAN UNITED
WOODS
BM1
CAROLYN T. RUMLEY
JOHN W. RUMLEY AND
DB 4502 PG 0533
Progress
Energy
Duke
12" RCP
EIP
Progress
Energy
Duke
(NORTHWEST SCHOOL RD)
TO SR 2131
EIP
TO
R/W
0.93'
WOODS
WOODS
WOODS
COAX, TWC
AT&T CORP., COPPER
BOX
USGS
STA
GAUGING
USGS
WOODS
18" RCP
AT&T CORP., COPPER
WOODS
15" RCP
GATE
WOODS
JO ANN L. DELAUNE
FRANCIS W. DELAUNE JR AND WIFE
DB 2957 PG 630
DB 3458 PG 191
MALINDA LOU McCUISTON
DB 7075 PG 345
DB 7674 PG 798
JOHNNY L. McGEE
AND SPOUSE
BRUCE M. THEDE
WIFE DOROTHY F. MARTIN
WILLIAM PRESTON MARTIN AND
DB 2568 PG 489
BOX
CABLE
15" RCP
(BROOKBANK RD)TO SR 2127
EXISTING R/W
EXISTING R/W
R/W
TO
EIP
3.00'
EIP
WOODS
EIP
POSTS
GATE
SR 2128 BUNCH RD 20'BST
10
(-)0.4857%(+)1.9526%
-DR-
END GRADE
K = 21
PI = 10+55.00
EL = 787.07'
BEGIN GRADE
STA. 10+20.00
EL = 787.24'
STA. 10+95.68
EL = 787.87
VC = 50'
4
NAD 83/ NSRS 2007
775
775775775775775775775775775775775775775775780780780780 780780780780780780
780
780780780780780780780780780780780780780780780785785785785785785
785785
7857 8 5
785785
785785785785785
785
785785785785785 785785785
785785785785785785785790790790790790
7
9
0
790790
790
790790790790790
790
790
790
790
790 790790790790795795795795795 795795795795795795795795795795
795
795
795795
795
795 795795800800800800800 8008
0
0
8
0
0
800800800800800800 800800800800800800
800 800800800 805805805805 805
805805
8
0
5
805805805805805 805
805 805805805
805
805810810810810
810
810
810
810810810810810
810
810 810810
810
815815
815
8
1
5
815
8158158158158
1
5
815815
815
815
8208
2
0
820820
8208208
2
0
820820
820
825825
8258258258
2
5825
830830
83083083083083583583584084084084584585015+0020+00ALL FOUR BRIDGE CORNERS
TYPE-III ANCHOR UNITS ON
NOTE: 0202TL-2
TL-2
TL-2 0202AT-1 2GI
REMOVE
2GI
TB 2GI
TB 2GI
15" RCP-IV V10= 0.3 ft/s
Q10=0.6cfs
V2= 0.3 ft/s
Q2=0.5cfs
DA=0.13ac
RIP RAP PAD DATA
ELBOWS15" W/OUTLET DITCH DATA
s=0.003
d10=0.8 ft
V10=1.4 ft/s
Q10=5.5cfs
(DAp=0.3;DAg=2.4)
DA=2.7ac
STABLE/VEGETATED
EXISTING DITCH
STABLE/VEGETATED
EXISTING DITCH
STABLE/VEGETATED
EXISTING DITCH
STABLE/VEGETATED
EXISTING DITCH
SEE DETAIL A
EST 35 SY GEOTEXTILE
EST 20 TONS
TOE PROTECTION
TOE PROTECTION DATA
s=0.02
d10=0.9 ft
V10=3.0 ft/s
Q10=15cfs
(DAp=0.1;DAg=9.0)
DA=9.1ac
OUTLET DITCH DATA
s=0.02
d10=0.4 ft
V10=1.7 ft/s
Q10=0.6cfs
(DAp=0.05;DAg=0.20)
DA=0.25ac
GRADE TO DRAIN
CLASS II RIP RAP
SEE DETAIL C
EMBANKMENT RIP RAP
SEE DETAIL B
EST 20 SY GEOTEXTILE
EST 10 TONS
SLOPE=0.3%
3' BASE DITCH
RETAIN
15" RCP-IV
18" CAAP
FS
EXCAVATION
SEE DETAIL B
EST 20 SY GEOTEXTILE
EST 10 TONS
SLOPE=0.3%
3' BASE DITCH
( Not to Scale)
RIP RAP AT EMBANKMENT
STA. 16+62 -L- RT
STA. 16+80 -L- LT
DETAIL C
Grade
Ditch
2
GEOTEXTILE
Geotextile= 25 SY
Type of Liner= 25 TONS,CL II Rip-Rap
5'min.
1.0'min.
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 16+65 TO STA. 16+90 -L- RT
FROM STA. 16+83 TO STA. 17+05 -L- LT
DETAIL B
B=3 Ft.
Max. d=2 Ft.
Min. D=2 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CLASS I Rip-Rap
Geotextile
FROM STA. 15+20 TO STA. 15+95 -L- LT
Fill Slope2:1 or Flatter
b=2 Ft.
d=1 Ft.
Type of Liner= CLASS B Rip-Rap
b
DETAIL A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
EST 85 SY GEOTEXTILE
EST 85 TONS
w/ CLASS II RIP RAP
ARMOR BANK @ 1.5:1
CLASS II RIP RAP
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SHEET __ OF __
BUFFER DRAWING
STA. 17+72 LT
D10= 0.4ft
V10= 1.6ft/s
Q10=0.7cfs(cp=0.9;cg=0.3)
D2= 0.4ft
V2= 1.5 ft/s
Q2=0.6cfs
L PRO.=
L REQ.= ?
SLOPE=0.018
(DAp=0.07;DAg=0.23)
DA=0.3ac
GRASS SWALE DATA
STA. 19+05 LT
D10= 1.3 - 0.8ft
V10= 1.4 - 3.8ft/s
Q10=5.0cfs(cp=0.9;cg=0.3)
D2= 1.2 - 0.7ft
V2= 1.4 - 3.6ft/s
Q2=3.9cfs
L PRO.=
L REQ.= ?
SLOPE=0.003 - 0.04
(DAp=0.25;DAg=2.35)
DA=2.6ac
GRASS SWALE DATA
CF
F
F
F
F
C
C
C
F
C
C
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET __ OF __
BUFFER DRAWING
NAD 83/ NSRS 2007
0202TL-2
TL-2
TL-2 0202AT-1 2GI
REMOVE
2GI
TB 2GI
TB 2GI
15" RCP-IV ELBOWS15" W/SEE DETAIL A
EST 35 SY GEOTEXTILE
EST 20 TONS
TOE PROTECTION
GRADE TO DRAIN
CLASS II RIP RAP
SEE DETAIL C
EMBANKMENT RIP RAP
SEE DETAIL B
EST 20 SY GEOTEXTILE
EST 10 TONS
SLOPE=0.3%
3' BASE DITCH
RETAIN
15" RCP-IV
18" CAAP
FS
EXCAVATION
SEE DETAIL B
EST 20 SY GEOTEXTILE
EST 10 TONS
SLOPE=0.3%
3' BASE DITCH
EST 85 SY GEOTEXTILE
EST 85 TONS
w/ CLASS II RIP RAP
ARMOR BANK @ 1.5:1
CLASS II RIP RAP
DUKE POWER CO
MTL10' GRAVEL68.00'
WOODS
BM1
WOODS
BOX
USGS
STA
GAUGING
USGS
WOODS
18" RCP
WOODS
15" RCP
GATE
JO ANN L. DELAUNE
FRANCIS W. DELAUNE JR AND WIFE
DB 2957 PG 630
DB 3458 PG 191
EIP
POSTS
GATE
0202TL-2
TL-2
TL-2 0202AT-1 2GI
REMOVE
2GI
TB 2GI
TB 2GI
15" RCP-IV V10= 0.3 ft/s
Q10=0.6cfs
V2= 0.3 ft/s
Q2=0.5cfs
DA=0.13ac
RIP RAP PAD DATA
ELBOWS15" W/OUTLET DITCH DATA
s=0.003
d10=0.8 ft
V10=1.4 ft/s
Q10=5.5cfs
(DAp=0.3;DAg=2.4)
DA=2.7ac
STABLE/VEGETATED
EXISTING DITCH
STABLE/VEGETATED
EXISTING DITCH
STABLE/VEGETATED
EXISTING DITCH
SEE DETAIL A
EST 35 SY GEOTEXTILE
EST 20 TONS
TOE PROTECTION
TOE PROTECTION DATA
s=0.02
d10=0.9 ft
V10=3.0 ft/s
Q10=15cfs
(DAp=0.1;DAg=9.0)
DA=9.1ac
OUTLET DITCH DATA
s=0.02
d10=0.4 ft
V10=1.7 ft/s
Q10=0.6cfs
(DAp=0.05;DAg=0.20)
DA=0.25ac
GRADE TO DRAIN
CLASS II RIP RAP
SEE DETAIL C
EMBANKMENT RIP RAP
SEE DETAIL B
EST 20 SY GEOTEXTILE
EST 10 TONS
SLOPE=0.3%
3' BASE DITCH
RETAIN
15" RCP-IV
18" CAAP
FS
EXCAVATION
SEE DETAIL B
EST 20 SY GEOTEXTILE
EST 10 TONS
SLOPE=0.3%
3' BASE DITCH
EST 85 SY GEOTEXTILE
EST 85 TONS
w/ CLASS II RIP RAP
ARMOR BANK @ 1.5:1
CLASS II RIP RAP
STA. 17+72 LT
D10= 0.4ft
V10= 1.6ft/s
Q10=0.7cfs(cp=0.9;cg=0.3)
D2= 0.4ft
V2= 1.5 ft/s
Q2=0.6cfs
L PRO.=
L REQ.= ?
SLOPE=0.018
(DAp=0.07;DAg=0.23)
DA=0.3ac
GRASS SWALE DATA
STA. 19+05 LT
D10= 1.3 - 0.8ft
V10= 1.4 - 3.8ft/s
Q10=5.0cfs(cp=0.9;cg=0.3)
D2= 1.2 - 0.7ft
V2= 1.4 - 3.6ft/s
Q2=3.9cfs
L PRO.=
L REQ.= ?
SLOPE=0.003 - 0.04
(DAp=0.25;DAg=2.35)
DA=2.6ac
GRASS SWALE DATA
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
025'25'50'
HORIZONTAL SCALE
CF
F
F
F
F
C
C
C
F
C
C
SHEET NO.$$$$$$SYSTIME$$$$$$$DATE$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$0 105 PROJECT REFERENCE65% PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
B-4958 - GUILFORD 106
786.81EXIST. R/WEXIST. R/WEOPEOP786.85EXIST. R/WEXIST. R/WEOPEOPEXIST EXIST
786.83EXIST. R/WEXIST. R/WEOPEOP0.020 0.020
2:1
2:1787.12EXIST. R/WEXIST. R/WEOPEOP0.020 0.020
2:1
2:1774.57EXIST. R/WEXIST. R/W0.020 0.020
X-1
BEGIN BRIDGE 16+04.00
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
780 780
790 790
770 770
780 780
790 790
770 770
780 780
790 790
770 770
780 780
790 790
770 770
780 780
790 790
770 770
-L-
16+50.00
16+00.00
15+50.00
15+00.00
14+50.00
SHEET __ OF __
PERMIT DRAWING
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 Embankment/Access15+00 To 17+40 -L- LT/RTX 1973.0 2354.0 4327.01 100' bridge 16+04 To 17+04 -L- X 2779.0 388.0 3167.0TOTALS:4752.0 2742.0 7494.0IMPACTBUFFER IMPACTS SUMMARYTYPESITE NO.STRUCTURE SIZE / TYPE STATION (FROM/TO)ALLOWABLE MITIGABLEBUFFER REPLACEMENTN.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS GUILFORD COUNTY SHEET OF PROJECT: B-4958 7/25/2017Rev. May 2006