20210966 Ver 1_20210966-Ver1-JonesCreek_Drawings_20210826

TOWN OF CARRBORO N O R T H C A R O L I N A
WWW.TOWNOFCARRBORO.ORG

301 WEST MAIN STREET, CARRBORO, NC 27510 * [phone] * FAX [phone]* VOICE/TTY/TDD/ASCII: 711
AN EQUAL OPPORTUNITY PROVIDER

February 23, 2021

AGENT AUTHORIZATION AGREEMENT

To: Mr. James Lastinger
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587

I, David Andrews, Town of Carrboro Town Manager, hereby authorize Jonathan Hefner, PE of
Wetherill Engineering Inc. to act as our authorized agent with regard to the Town of Carrboro’s Jones
Creek Greenway Trail Project. This project begins near the current end of Lake Hogan Farms Road, and
the project will end approximately 800 feet to the north at the current end of the existing greenway trail. The
project generally parallels Jones Creek and has one bridge crossing of Buckhorn Branch.

Signature & Date: ___________________________________

David Andrews February 23, 2021
LOCATION
PROJECT
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
ENGINEERING
ETHERILL
0 1000500500
GRAPHIC SCALE: 1"=1000'
250 NRCS SOIL SURVEY
JONES CREEK GREENWAY
NRCS Orange County Soil Survey Maps 25 & 26
LOCATION
PROJECT
USGS TOPO MAP
JONES CREEK GREENWAY
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
ENGINEERING
ETHERILL
0 1000500500
GRAPHIC SCALE: 1"=1000'
250
12" DIP
12" DIP
8" DIP
8"
DIP
12" DIP12" DIP12" DIPS
JONES CREEKGPS-2EIPEIPEIPEIPEIPS 89°48'46" E763.40'S 89°48'46" E113.32'S 27°36'29" E113.26'
N 02°12
'28" E
562.65
'N
6
2
°
3
1'
5
4
" E1
7
6.
1
0'
S 27°36'29" E129.33'
N 02°12
'28" E
206.96
'N 02°15
'24" E
371.54
'S 85°33'39" E2585.91'N 01°28
'53" E
691.76'N 89°54'11" E582.94'EX
IS
T
ING
R
/W
EX
IST
ING
R
/W
EXISTING DIRT WALKING TRAIL
BM1
BM2
GPS-1
10013
10012
VICINITY MAP
PROJECT AREA
Calvander
Eubanks
DUKE
FOREST
High Sch.
Hill
ChapelHILLSBOROUGH RD. (OLD NC 86)EUBANKS RD. (SR 1727)
HOMESTEAD RD. (SR 1777)
R
O
G
E
RS
R
D. (S
R 1729)
J
o
n
es Cr
e
e
k
Buckhorn Branch
SITE 1
SITE 2
ACCESS ROUTE
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
AUGUST 20, 2021
-L- STA. 10+34.72
BEGIN CONSTRUCTION
-L- STA. 18+43.00
END CONSTRUCTION
-L- STA. 13+22.00
BEGIN BRIDGE
-L- STA. 13+92.00
END BRIDGE
SITE 2
SITE 1
SHEET 1 OF 4
PERMIT DRAWING
PERMIT DRAWINGS
P-1
PROJECT LENGTHGRAPHIC SCALES
0 0 0
PROFILE (HORIZONTAL)PLANS PROFILE (VERTICAL)
0 00505050501001002525510 10 20
1"=50'1"=50'1"=10'
EROSION CONTROLGRADING, PAVING, STRUCTURE, DRAINAGE, &
TYPE OF WORK:
=
=
=
808.28 FEET
70.00 FEET
738.28 FEET
NORTH CAROLINA
TOWN OF CARRBORO
JONES CREEK GREENWAY
FROM LAKE HOGAN FARMS ROAD TO EXISTING TRAIL
LOCATION:LA
K
E
H
O
G
A
N
FA
R
M
S
R
D
.
JONES CREEK PL
E
X
IS
T
IN
G
T
R
A
IL
J ONES CREEKB
R
A
N
C
H
B
U
C
K
H
O
R
N
LENGTH OF PROJECT
LENGTH OF BRIDGE
LENGTH OF ASPHALT TRAIL
NCDOT TIP # C-5181
TOWN OF CARRBORO PROJECT #: 55033
CONSTRUCTION ACCESS ROUTEAREASTAGING
ACCESS ROUTE TO STAGING AREATO OLD NC 86WETLAND & SURFACE WATER IMPACTS
476476476
476476477
477477477477477477478 478478478478478478479479479479479479
479
479
479479479479
479479479479479
4794794794794804804
8
0
4804804 804804804804804
8
0
480
480480480480
480480480480480480
4804804
80480480
4804804804804804804804804804 8 1
48
1 4814814
8
1
481
481
4814814814
8
1481 481481481481
481481481
481481
481 481481481481481
482 482482482482482 482
482
4
8
2
482
482482482482482
482
482482482482482482482 482483 483483483483483483483 4
8
3
4
8
3
483
483 483
483483483483483483 4
8
3
483483
483484 484484484484484484
484
4
8
4
484
484484484484484484484484484
484484
485485
485485485485
4
8
5
4
8
5
485 485
485
485485
485485485485
485
485
485
486486486486486486486
486486
486
486
486486486
4864864864864
8
6
486
486487487 4874874874874
8
7
487
487
487
487
487
487487487487487487487488488488488488488 488488488
488
488
488
488488488488488489
489 489489489489 489489489 489
489 489489489489489489490490490490
4
9
0490490490490490490490 490490490
490
490
490 490
490
490 490490490490490490490490490490491491 4914914914914
9
1
491 491 4914914914914914
9
1491491492492492492492492492492 492 492492
4924924924924
9
2
4924924924934934934934934934
9
3493
493
493
493
493493493493493493493494494494494494494
494
4
9
4494494494
494
494494494494 494494494494
494494494494
4944954954954954
9
5
495
495
495
4
9
5495
495495
495
4 9 5 495495
495495
495
495495496496496496496
496
496496496
496496496496 496496497497497497
497
497497497497
497497
497497498498498498
498498498498498498
498498498498
499499499499499
499
499
499499499499
499499499499499 5005005005005005
0
0
500500
500
500
500
500
500500500
5005005 0 0
500500500
500
500
500500
500
500
500
500501501501501
501501
5
0
1
501501501
501 5015
0
1 501501502502502
502
5
0
2
502
502502
502502502
502 503503503
503503503503
503503503 504504504
504
504504
504504504504 504505505505
505
505505505
505505505506506
506
506
5
0
6
5
0
6
506506506507507507
507
507
507507507507507507507507507508508
508
508
508508
508508
508508
5095
0
9
509
509
509
5
0
9
509
509509510510510510510
510510
5105105105115115115115115125125
12512 512512512512 5125
1
3
513
513513
513513513513513513513514
514514
514514514514514 515515
515515515
5
1
6
516
517
TS TS
TS
TS
TS
EST. 7 SY GF
EST. 2 TON
CLASS B RIP RAP
RETAIN
TO ELEV. 483.7
CL II RIP RAP
TO ELEV. 483.7
CL II RIP RAP
RIP RAP
CL II
-L- STA. 13+22.00
BEGIN BRIDGE
-L- STA. 18+43.00
TIE TO EXISTING TRAIL
END PROJECT
-L- STA. 13+92.00
END BRIDGE
-L- STA. 10+34.72
TIE TO EXISTING SIDEWALK
BEGIN PROJECT
SEE DETAIL ON SHEET 2
-L- STA. 10+40.00
BOLLARDS
EL. = 491.80
-L- STA. 18+43.00
END GRADEEL = 486.55
-L- STA. 13+22.00
BEGIN PREFAB BRIDGE
EL = 487.95
-L- STA. 13+92.00
END PREFAB BRIDGEEL. = 494.70
-L- STA. 10+34.72
TIE TO EXISTING SIDEWALK
BEGIN GRADE
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
AUGUST 20, 2021
SITE 1
-L- POT Sta.9+94.80
-L- PC Sta.10+45.13
01
00
01
02
02
01
00
00
-L- PRC Sta.10+74.90
-L- PT Sta.12+39.85
-L- P
C Sta.14+02.0010'10'
0
102 02-L- PRC Sta.14+48.22-L- PT Sta.14+87.98-
L-
P
T
Sta.
1
8
+
4
2.
8
0
-
L-
P
OT
Sta.
1
8
+
6
8.
5
8
-
L-
P
C
Sta.
1
7
+
9
7.
0
6
PI Sta 10+60.13
D
L = 29.76'
T = 14.99'
R = 100.00'
PI Sta 12+43.97
D
L = 164.96'
T = 169.07'
R = 70.00'
PI Sta 14+26.33
D
L = 46.22'
T = 24.33'
R = 60.00'
PI Sta 14+68.13
D
L = 39.76'
T = 19.91'
R = 300.00'
PI Sta 18+20.34
D
L = 45.74'
T = 23.27'
R = 100.00'
Δ Δ Δ Δ Δ
-L- CURVE DATA
(-)5.
0
0
0
0%
VC =
EL =
PI =
20.00
494.31
10+45.00
VC =
EL =
PI =
70.00
484.81
12+35.00
70' BRIDGE
(+)2.0000%
VC =
EL =
PI =
20.00
488.41
14+15.00
18"(-)3
.7938%
(+)4.0000%(-)4
.0
00
0%
(+)0.5000%
240.00
497.81
16+50.00
VC =
EL =
PI =
50.00
491.61
18+05.00
VC =
EL =
PI =
12+50
S
A
G
INV. 487.60
INV. 486.10
0401GRADE TO DRAIN18" RCP-III
10+34.72CREST 16+50.00CREST18+24.44SAGP-2
GRAPHIC SCALE
0'100'100'
SHEET 2 OF 4
PERMIT DRAWING
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
470
480
490
500
510
460
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
510
470
480
490
500
460BUCKHORN BRANCHJONES CREEKTS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TSTS TS
FCFFFFFFF
F
F
F FFF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
GPS-2
10004
EIP
EIP
EIP
EIP
EIP
EXISTING R/WEXISTING R/WGPS-110013100124954
9
5
4
9
5495
495495495495
495
495
495495
495
495495
49550
0
500
500
500500500500
5
0
0
500500500500
5055055055
0
5
505505505505505510
510
510510510
510510
510
515
515515520
36"
RCPDRIVEWAY
GRAVEL
EXISTING
{ BUCKHORN BRANCH
{ BUCKHORN BRANCH
CULVERT REPLACEMENT - STREAM IMPACTS
SCALE: 1"= 100'
0'100'100'
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS S
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TSTS TS
S
S
S
S
TS
TS
S
S
S
S
TS
TS
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
AUGUST 20, 2021
ACCESS ROUTE
STAGING AREA
100' x 100'
ACCESS ROUTE
DO NOT USE EXISTING TRAIL
APPROX. 60' OF 36" RCP.
EXISTING LOCATION WITH
REPLACE EXISTING 36" CMP IN
SITE 2
01000102020100
000102
02
LAKE HOGAN FARMS RD.LEGENDS W AY
J
O
N
E
S
C
R
E
E
K P
L TOWNE RIDGE LN
BRANCHBUCKHORN
J
ONE
S CRE
E
KOLD NC 86P-3
GRAPHIC SCALE
0'400'400'
SHEET 3 OF 4
PERMIT DRAWING
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1 70' Bridge 0.01 75

2 36" Culvert Replacement < 0.01 < 0.01 24 20

TOTALS*: < 0.01 0.01 24 95 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 4 OF 4
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
JONES CREEK GREENWAY
TIP: C-5181

TOWN OF CARBORO
8/23/2021

12" DIP
12" DIP
8" DIP
8"
DIP
12" DIP12" DIP12" DIPS
JONES CREEKGPS-2EIPEIPEIPEIPEIPS 89°48'46" E763.40'S 89°48'46" E113.32'S 27°36'29" E113.26'
N 02°12
'28" E
562.65
'N
6
2
°
3
1'
5
4
" E1
7
6.
1
0'
S 27°36'29" E129.33'
N 02°12
'28" E
206.96
'N 02°15
'24" E
371.54
'S 85°33'39" E2585.91'N 01°28
'53" E
691.76'N 89°54'11" E582.94'EX
IS
T
ING
R
/W
EX
IST
ING
R
/W
EXISTING DIRT WALKING TRAIL
BM1
BM2
GPS-1
10013
10012
VICINITY MAP
PROJECT AREA
Calvander
Eubanks
DUKE
FOREST
High Sch.
Hill
ChapelHILLSBOROUGH RD. (OLD NC 86)EUBANKS RD. (SR 1727)
HOMESTEAD RD. (SR 1777)
R
O
G
E
RS
R
D. (S
R 1729)
J
o
n
es Cr
e
e
k
Buckhorn Branch
SITE 1
SITE 2
ACCESS ROUTE
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
AUGUST 20, 2021
-L- STA. 10+34.72
BEGIN CONSTRUCTION
-L- STA. 18+43.00
END CONSTRUCTION
-L- STA. 13+22.00
BEGIN BRIDGE
-L- STA. 13+92.00
END BRIDGE
SITE 2
SITE 1
BUFFER DRAWINGS
B-1
PROJECT LENGTHGRAPHIC SCALES
0 0 0
PROFILE (HORIZONTAL)PLANS PROFILE (VERTICAL)
0 00505050501001002525510 10 20
1"=50'1"=50'1"=10'
EROSION CONTROLGRADING, PAVING, STRUCTURE, DRAINAGE, &
TYPE OF WORK:
=
=
=
808.28 FEET
70.00 FEET
738.28 FEET
NORTH CAROLINA
TOWN OF CARRBORO
JONES CREEK GREENWAY
FROM LAKE HOGAN FARMS ROAD TO EXISTING TRAIL
LOCATION:LA
K
E
H
O
G
A
N
FA
R
M
S
R
D
.
JONES CREEK PL
E
X
IS
T
IN
G
T
R
A
IL
J ONES CREEKB
R
A
N
C
H
B
U
C
K
H
O
R
N
LENGTH OF PROJECT
LENGTH OF BRIDGE
LENGTH OF ASPHALT TRAIL
NCDOT TIP # C-5181
TOWN OF CARRBORO PROJECT #: 55033
CONSTRUCTION ACCESS ROUTEAREASTAGING
ACCESS ROUTE TO STAGING AREATO OLD NC 86SHEET 1 OF 4
BUFFER DRAWINGS
BUFFER IMPACTS
476476476
476476477
477477477477477477478 478478478478478478479479479479479479
479
479
479479479479
479479479479479
4794794794794804804
8
0
4804804 804804804804804
8
0
480
480480480480
480480480480480480
4804804
80480480
4804804804804804804804804804 8 1
48
1 4814814
8
1
481
481
4814814814
8
1481 481481481481
481481481
481481
481 481481481481481
482 482482482482482 482
482
4
8
2
482
482482482482482
482
482482482482482482482 482483 483483483483483483483 4
8
3
4
8
3
483
483 483
483483483483483483 4
8
3
483483
483484 484484484484484484
484
4
8
4
484
484484484484484484484484484
484484
485485
485485485485
4
8
5
4
8
5
485 485
485
485485
485485485485
485
485
485
486486486486486486486
486486
486
486
486486486
4864864864864
8
6
486
486487487 4874874874874
8
7
487
487
487
487
487
487487487487487487487488488488488488488 488488488
488
488
488
488488488488488489
489 489489489489 489489489 489
489 489489489489489489490490490490
4
9
0490490490490490490490490 490490490
490
490
490 490
490
490 490490490490490490490490490490491491 4914914914914914
9
1
491 491 4914914914914914
9
1491491492492492492492492492492492 492 492492
4924924924924
9
2
4924924924934934934934934934934
9
3493
493
493
493
493493493493493493493494494494494494494
494
4
9
4494494494
494
494494494494 494494494494
494494494494
4944954954954954
9
5
495
495
495
4
9
5495495
495495
495
4 9 5 495495
495495
495
495495496496496496496
496
496496496496
496496496496 496496497497497497497
497
497497497497
497497
497497498498498498
498498498498498498
498498498498
499499499499499
499
499
499499499499
499499499499499 5005005005005005005
0
0
500500
500
500
500
500
500500500500
5005005 0 0
500500500
500
500
500500
500
500
500
500501501501501501
501501
5
0
1501
501501501
501 5015
0
1 501501502502502502
502
5
0
2
502
502502
502502502
502 503503503503
503503503503
503503503
504504504504
504
504504
504504504504 504505505505505
505
505505505
505505505506506 506506
506
506
5
0
6
5
0
6
506506506507507507507
507
507
507507507507507507507507507508508508508
508
508
508508
508508
508508508
5085095095095
0
9
509
509
509
5
0
9
509
509509510510510510510510510
510510
510510510510511511511511511
5115115125125125
12512 512512512512 5125135
1
3
513
513513
513513513513513513513514514
514514
514514514514514514
515515515515
515515515
5165
1
6
516
517
517518EST. 7 SY GF
EST. 2 TON
CLASS B RIP RAP
RETAIN
TO ELEV. 483.7
CL II RIP RAP
TO ELEV. 483.7
CL II RIP RAP
RIP RAP
CL II
-L- STA. 13+22.00
BEGIN BRIDGE
-L- STA. 18+43.00
TIE TO EXISTING TRAIL
END PROJECT
-L- STA. 13+92.00
END BRIDGE
-L- STA. 10+34.72
TIE TO EXISTING SIDEWALK
BEGIN PROJECT
SEE DETAIL ON SHEET 2
-L- STA. 10+40.00
BOLLARDS
EL. = 491.80
-L- STA. 18+43.00
END GRADEEL = 486.55
-L- STA. 13+22.00
BEGIN PREFAB BRIDGE
EL = 487.95
-L- STA. 13+92.00
END PREFAB BRIDGEEL. = 494.70
-L- STA. 10+34.72
TIE TO EXISTING SIDEWALK
BEGIN GRADE
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
AUGUST 20, 2021
-L- POT Sta.9+94.80
-L- PC Sta.10+45.13
01
00
01
02
02
01
00
00
-L- PRC Sta.10+74.90
-L- PT Sta.12+39.85
-L- P
C Sta.14+02.0010'10'
0
102 02-L- PRC Sta.14+48.22-L- PT Sta.14+87.98-
L-
P
T
Sta.
1
8
+
4
2.
8
0
-
L-
P
OT
Sta.
1
8
+
6
8.
5
8
-
L-
P
C
Sta.
1
7
+
9
7.
0
6
PI Sta 10+60.13
D
L = 29.76'
T = 14.99'
R = 100.00'
PI Sta 12+43.97
D
L = 164.96'
T = 169.07'
R = 70.00'
PI Sta 14+26.33
D
L = 46.22'
T = 24.33'
R = 60.00'
PI Sta 14+68.13
D
L = 39.76'
T = 19.91'
R = 300.00'
PI Sta 18+20.34
D
L = 45.74'
T = 23.27'
R = 100.00'
Δ Δ Δ Δ Δ
-L- CURVE DATA
(-)5.
0
0
0
0%
VC =
EL =
PI =
20.00
494.31
10+45.00
VC =
EL =
PI =
70.00
484.81
12+35.00
70' BRIDGE
(+)2.0000%
VC =
EL =
PI =
20.00
488.41
14+15.00
18"(-)3
.7938%
(+)4.0000%(-)4
.0
00
0%
(+)0.5000%
240.00
497.81
16+50.00
VC =
EL =
PI =
50.00
491.61
18+05.00
VC =
EL =
PI =
12+50
S
A
G
INV. 487.60
INV. 486.10
0401GRADE TO DRAIN18" RCP-III
10+34.72CREST 16+50.00CREST18+24.44SAGALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
GRAPHIC SCALE
0'100'100'
B-2
SHEET 2 OF 4
BUFFER DRAWINGS
FCFFFFFFF
F
F
F FFF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
GPS-2
10004
EIP
EIP
EIP
EIP
EIP
EXISTING R/WEXISTING R/WGPS-110013100124954
9
5
4
9
5495
495495495495
495
495
495495
495
495495
49550
0
500
500
500500500500
5
0
0
500500500500
5055055055
0
5
505505505505505510
510
510510510
510510
510
515
515515520
36"
RCPDRIVEWAY
GRAVEL
EXISTING
{ BUCKHORN BRANCH
{ BUCKHORN BRANCH
CULVERT REPLACEMENT - BUFFER IMPACTS
SCALE: 1"= 100'
0'100'100'
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
AUGUST 20, 2021
ACCESS ROUTE
STAGING AREA
100' x 100'
ACCESS ROUTE
DO NOT USE EXISTING TRAIL
APPROX. 60' OF 36" RCP.
EXISTING LOCATION WITH
REPLACE EXISTING 36" CMP IN
SITE 2
01000102020100
000102
02
LAKE HOGAN FARMS RD.LEGENDS W AY
J
O
N
E
S
C
R
E
E
K P
L TOWNE RIDGE LN
BRANCHBUCKHORN
J
ONE
S CRE
E
KOLD NC 86B-3
GRAPHIC SCALE
0'400'400'
SHEET 3 OF 4
BUFFER DRAWINGS
ROAD
CROSSING BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
1 70' Bridge 4435 6722 11157
2 36" Culvert Replacement 1880 1880
TOTAL:6315 6722 13037 0 0 0 0 0
SHEET 4 of 4 8/23/2021
Jones Creek Greenway
TIP: C-5181
Town of Carboro

IMPACT
BUFFER IMPACTS SUMMARY
TYPE
SITE NO.STRUCTURE SIZE / TYPE
STATION
(FROM/TO)
ALLOWABLE MITIGABLE
BUFFER
REPLACEMENT
Rev. May 2006
(Version 2.08; Released April 2018)TIP No.:C-5181County(ies):Orange Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year: Existing: Year:Aquatic T&E Species?Comments:Yes YesYesNoDeck 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 G)acThere is an existing estimated 2' wide dirt walking path in close proximity along the proposed greenway [e-mail] 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): acSurface Water Body (1): Water Supply V (WS-V) NCDWR Surface Water Classification for Water BodyJordan LakeBuffer Rules in Effect:NAmercury (Hg)NA10' wide asphalt greenway with 2' grassed shoulders.Waterbody InformationNCDWR Stream Index No.:Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)In the fill areas, water will be allowed to sheet flow off the paved greenway over the fill slopes. In the cut sections, the greenway is supered such that stormwater runoff is not concentrated and sheet flows across the greenway. Thus there is no concentrated flow entering the Jordan Lake Buffer Zones so no dissipator pads are needed. The greenway will span Buckhorn Branch with a Prefabricted Truss Bridge. stormwater will sheet flow off the deck of the bridge.1223 Jones Franklin RoadNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Address:General Project InformationC-5181WBS Element:New LocationWBS Element:Wetherill Engineering/Jerry LindseyNCDOT Contact:Raleigh, NC 27606Contractor / Designer:919-851-8077Address:11/18/2019OrangeCarboroRiver Basin(s): City/Town:0.2Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nowoods/residentialBuckhorn Branch16-41-1-15-1-1-10.0775'Project DescriptionProposed ProjectCape FearSupplemental Classification: USFWS does not have any specific concerns or comments on this projectNutrient Sensitive Waters (NSW)Wetlands within Project Limits?
GPS-2EIPEIPEIPEIPEIPEX
IS
T
ING
R
/W
EX
IST
ING
R
/W
GPS-1
10013
10012
VICINITY MAP
PROJECT AREA
Calvander
Eubanks
DUKE
FOREST
High Sch.
Hill
ChapelHILLSBOROUGH RD. (OLD NC 86)EUBANKS RD. (SR 1727)
HOMESTEAD RD. (SR 1777)
R
O
G
E
RS
R
D. (S
R 1729)
J
o
n
es Cr
e
e
k
Buckhorn Branch RailwayREVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
JULY 19, 2021
-L- STA. 10+34.72
BEGIN CONSTRUCTION
-L- STA. 18+43.00
END CONSTRUCTION
-L- STA. 13+22.00
BEGIN BRIDGE
-L- STA. 13+92.00
END BRIDGE
01
00
01
02
02
01
00
00
10'10'
0
102 021
PROJECT LENGTHGRAPHIC SCALES
0 0 0
PROFILE (HORIZONTAL)PLANS PROFILE (VERTICAL)
0 00505050501001002525510 10 20
1"=50'1"=50'1"=10'
INDEX OF SHEETS
EROSION CONTROLGRADING, PAVING, STRUCTURE, DRAINAGE, &
TYPE OF WORK:
=
=
=
808.28 FEET
70.00 FEET
738.28 FEET
NORTH CAROLINA
TOWN OF CARRBORO
JONES CREEK GREENWAY
FROM LAKE HOGAN FARMS ROAD TO EXISTING TRAIL
LOCATION:LA
K
E
H
O
G
A
N
FA
R
M
S
R
D
.LEGENDS WAYJONES CREEK PL
TOWNE RIDGE LNE
X
IS
T
IN
G
T
R
A
IL
J ONES CREEKB
R
A
N
C
H
B
U
C
K
H
O
R
N
LENGTH OF PROJECT
LENGTH OF BRIDGE
LENGTH OF ASPHALT TRAIL
NCDOT TIP # C-5181
TOWN OF CARRBORO PROJECT #: 55033
X-1 - X-4 CROSS SECTIONS
S1-1 - S1-11 STRUCTURE PLANS
L1.0 - L1.1 LANDSCAPE PLANS
EC-1 - EC-8 EROSION CONTROL
4 - PLAN AND PROFILE SHEET
2 TYPICAL SECTIONS AND DETAILS
1C CONSTRUTION ACCESS PLAN
1B-1 - 1B-2 GENERAL NOTES
1A SYMBOLOGY SHEET
1 TITLE
75% PRELIMINARY PLANS
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
C
F
Existing Easement Line
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;zvW
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}Tp
Q
l
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
|
I
]
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
?
CONC
CONC WW
vvDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
*S.U.E. = Subsurface Utility Engineering
WLB
EIP BECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
TUE
DUE
AUE
CRProposed Curb Ramp
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
C
A
HPBExisting Historic Property Boundary
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
P
U/G Telephone Cable LOS B (S.U.E.*)
U/G Telephone Cable LOS C (S.U.E.*)
U/G Telephone Cable LOS D (S.U.E.*)
T
U/G Telephone Conduit LOS B (S.U.E.*)
U/G Telephone Conduit LOS C (S.U.E.*)
U/G Telephone Conduit LOS D (S.U.E.*)
TC
U/G Fiber Optics Cable LOS B (S.U.E.*)
U/G Fiber Optics Cable LOS C (S.U.E.*)
U/G Fiber Optics Cable LOS D (S.U.E.*)
T FO
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
W
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
G
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Test Hole LOS A (S.U.E.*)
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
UST
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Secondary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
New Right of Way Line
Concrete or Granite R/W Marker
New Right of Way Line with
Concrete C/A Marker
New Control of Access Line with
New Control of Access
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
Computed Property Corner
RIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
CONVENTIONAL PLAN SHEET SYMBOLS
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
JULY 19, 2021
1A
NTS
GENERAL NOTES
NOTES
SEQUENCE OF CONSTRUCTION ACTIVITIES
GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE e-NOT HAS BEEN FILLED OUT.
DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT). A $100 ANNUAL
THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT
CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN BY CALLING 919-791-4200. AFTER DEMLR INFORMS
THE CONTRACTOR ON-SITE AT ALL TIMES. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL
APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF ALL PERMITS SHALL BE MAINTAINED BY
CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH ALL PERMITS AND PLANS ANY CHANGES SHALL BE 7.
EQUIPMENT IS TO BE REPAIRED AT CONTRACTOR'S EXPENSE.
DOES NOT HAVE TO TRAVEL ON COMPLETED SECTIONS OF TRAIL. ANY DAMAGE BY CONTRACTOR'S
CONSTRUCTION SHALL BE PHASED AND PROGRESS IN A MANNER SUCH THAT CONSTRUCTION EQUIPMENT 6.
CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING DRAINAGE AREAS ARE VEGETATED AND STABILIZED.
PERMITER EROSION CONTROL DEVICES AND INLET PROTECTION DEVICES TO REMAIN IN PLACE UNTIL 5.
PROTECTION ONCE FINAL GRADING IS COMPLET.
SEED, STRAW, AND TACK AREAS ONCE FINAL GRADING IS COMPLETED. UNINSTALL INLET 4.
UNINSTALL TEMPORARY DIVERSION DITCH WHEN ROUGH GRADING.3.
GREENWAY CONSTRUCTION AND UTILITY INSTALLATION MAY BEGIN.2.
NEEDED.
INSPECT ALL PERIMETER EROSION CONTROL MEASURES AND REPAIR OR REPLACE MEASURES AS 1.
FINAL GRADING PHASE
NPDES TABLE FOR SEEDING REQUIREMENTS.
SEED, STRAW, AND TACK AREAS THAT ARE TO BE GRADED TO THEIR FINAL DISPOSITION. SEE 20.
ROUGH GRADE THE SITE. 19.
HIGHEST GRADE, GRADE TEMPORARY CONTOURS AS SHOWN ON THE PLAN.
POSITIVE DRAINAGE TOWARD SEDIMENT BASINS AS INSTALLATION PROGRESSES FROM LOWEST TO
INSTALL TEMPORARY DIVERSION DITCHES WITH LINERS AS SHOWN ON E&SC PLANS. TO ENSURE 18.
SEQUENCE. SKIMMER SEDIMENT BASINS MUST BE SEEDED, MULCHED, AND TACKED UPON INSTALLATION.
INSTALL SKIMMER SEDIMENT BASINS IN ACCORDANCE WITH THE INDIVIDUAL CONSTRUCTION 17.
DOWNSTREAM OF ALL PIPES SHALL REMAIN IN-PLACE UNTIL PERMANENT MEASURES ARE STABILIZED.
LIMITED TO THE EARTHWORK REQUIRED TO ACHIEVE SUBGRADE. EROSION CONTROL MEASURES
ADDITIONAL SILT FENCE DOWNSLOPE OF THE STOCKPILE. CONSTRUCTION WITHIN THE SITE SHALL BE
CLEAR, GRUB STRIP AND STOCKPILE TOPSOIL; TEMPORARILY STABILIZE STOCKPILE AND INSTALL 16.
INSTALL SILT FENCE AND SILT FENCE OUTLET AT DESIGNATED LOCATIONS.15.
INSTALL INLET PROTECTION FOR EXISTING CURB INLETS AT DESIGNATED LOCATION.14.
INSTALL TREE PROTECTION/SILT FENCES AROUND THE TREE CONSERVATION AREAS. 13.
FROM THE ENGINEER.
CONSTRUCTION ENTRANCE LOCATION AND DIMENSIONS MAY NOT VARY WITHOUT PRIOR APPROVAL 12.
IS TO BE REMOVED PRIOR THE END OF THE WORKDAY OR ANY RAIN EVENT, WHICHEVER IS FIRST.
SILT WILL NOT BE TRACKED ONTO PAVED SURFACES. IF MUD IS TRACKED ONTO ROAD SURFACES, IT
ENTRANCE INSTALLATION. MAINTAIN THE CONSTRUCTION ENTRANCE DAILY TO ENSURE THAT MUD AND
LOCATION. TAKE CARE TO PREVENT SEDIMENT FROM LEAVING THE SITE DURING THE CONSTRUCTION
SUPPLIERS AND SUB-CONTRACTORS, SHALL ENTER AND LEAVE THE SITE ONLY AT THIS DESIGNATED
INSTALL TEMPORARY CONSTRUCTION ENTRANCE WHERE ALL CONSTRUCTION VEHICLES, INCLUDING 11.
MARK LIMITS OF DISTURBANCE BY STAKING OUT.10.
OF CARRBORO SHALL BE CONTACTED PRIOR TO START OF ASSOCIATED CONSTRUCTION ACTIVITY.
CALL 919-791-4200 TO SCHEDULE A MEETING AND FOR NOTIFICATION OF PROJECT START UP. TOWN
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES BEFORE LAND DISTURBING ACTIVITIES BEGIN.
ACTIVITIES. A MANDATORY PRE-CONSTRUCTION MEETING WILL ALSO BE REQUIRED WITH THE NCDEQ
A PRE-CONSTRUCTION CONFERENCE MUST BE HELD PRIOR TO THE START OF ANY CONSTRUCTION 9.
FOR MONITORING.
CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE
DESIGNED. ALL EROSION & SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE
THAN 1/2 IN. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS
LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER
SELF-INSPECTION FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT 8.
ALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN A PERMITS BOX.
WEBSITE. COMPLETE INSPECTION FORMS SHALL BE KEPT ON-SITE AND AVAILABLE FOR INSPECTION AT
MEASURES AND COMPLETE THE FOLLOWING COMBINED SELF-INSPECTION FORM FOUND ON THE DEMLR
THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND SEDIMENT CONTROL 7.
AT ALL TIMES FOR INSPECTION.
SELF-INSPECTION RECORDS MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE
A COPY OF THE EROSION AND SEDIMENT CONTROL, PERMIT, A HARD COPY OF THE PLAN, AND ALL 6.
DISTURBANCE ACTIVITIES REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE MAY BE PROCEED.
A GIVEN MEASURE, ALL OTHER MEASURES SHALL BE INSTALLED FIRST, THE NECESSARY LAND
LOCATIONS AS SHOWN ON THE CONTRACT DRAWINGS, IF CLEARING IS REQUIRED FOR INSTALLATION OF
UNTIL ALL APPLICABLE EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED IN
NO CLEARING, DEMOLITION, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN 5.
ACTIVITIES BEGIN.
ELEVATION OF EXISTING UTILITIES PRIOR TO DEMOLITION, CONSTRUCTION, OR LAND DISTURBANCE
UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. CONTRACTOR SHALL VERIFY LOCATION AND 4.
MAINTAIN THESES RECORDS IN THE PERMIT BOX FOR AUDIT BY REGULATORY AGENCIES.
INSTALL RAIN GUAGE ON SITE TO FACILITATE RAINFALL MONITORING. THE CONTRACTOR SHALL 3.
CHANGE THE DRAINAGE PATTERNS SHALL BE SUBMITTED TO NCDEQ FOR PERMIT MODIFICATION.
PERMITS BOX. ANY CHANGES TO PROJECT DESIGN THAT RESULT IN ADDITIONAL DISTURBANCE, OR
CONSTRUCTION ENTRANCE AND MAINTAIN COPIES OF THE PROJECT EROSION CONTROL PERMITS IN THE
THE CONTRACTOR SHALL POST THE SEDIMENTATION CERTIFICATE OF APPROVAL AT THE 2.
A PERMITS BOX, AND ACCESSIBLE DURING CONSTRUCTION.
THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN
NOTE, THE e-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF
FILLING OUT THE ELECTRONIC NOTICE OF INTENT (e-NOI) FORM AT DEQ.NC.GOV/NCG01. PLEASE
BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. THE COC CAN BE OBTAINED BY
EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST 1.
CLEARING AND GRUBBING STAGE
SPECIAL PROVISIONS. TYPE OF CLEANER AND PAINT COLOR TO BE CHOSEN BY THE TOWN.
EXISTING PEDESTRIAN CULVERT IS TO BE CLEANED AND RESTORED IN ACCORDANCE WITH CONTRACT
THE OWNER.
DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF
DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER IN WRITING FOR REVIEW. NO
SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH
ASSOCIATED WITH PROJECT AS SET FORTH IN THESE PLANS. IF DEPARTURES FROM THE
THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
IS NOT CLASSIFIED AS A HIGH QUALITY WATER.
SPECIFICATIONS AND NOTE THE GROUND STABILIZATION REQUIREMENTS OF THIS PERMIT. UTLEY CREEK
THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF GENERAL PERMIT - NCG 010000. SEE

OR DIRECTED BY THE EROSION CONTROL INSPECTOR.
CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL MEASURES AS NEEDED

ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF CARRBORO STANDARDS.
VEGETATION ON BANKS AND WETLANDS SHOULD BE HAND CUT WITH ROOT MATS UNDISTURBED.
MIGHT REQUIRE ADDITIONAL DRAINAGE CONTROL, REPORT THESE AREAS TO THE TOWN FOR REVIEW.
FROM TRAIL. SEE TYPICAL SECTIONS. IF WET AREAS ARE OBSERVED DURING CONSTRUCTION THAT
CONTRACTOR SHALL PROVIDE STORM WATER "TAIL DITCHES" TO PROVIDE POSITIVE DRAINAGE AWAY
VERTICAL CLEARANCE.
OF TRAIL OR WITHIN REQUIRED DRAINAGE DITCHES. TRIM UP BRANCHES OF TREES TO PROVIDE 10'
PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL VEGETATION TO 3' BEYOND ASPHALT EDGE
CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND OBTAIN APPROVAL

REPRESENTATIVE AND PROPERTY OWNER PRIOR TO CONSTRUCTION.
CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION SHALL BE CONFIRMED BY CONTRACTOR WITH OWNER'S
ACCORDING TO DETAIL.
CONDITION PRIOR TO DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND
PATTERNS OR STRUCTURES BY THE CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO
AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED OTHERWISE. ANY DISTURBANCE OF THE
CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER DRAINAGE AND PATTERNS
OTHER OBSTACLES ETC SHALL BE APPROVED BY TOWN OF CARRBORO.
EXISTING CONDITIONS PRIOR TO CONSTRUCTION. DEVIATION FROM ALIGNMENT DUE TO LARGE TREES OR
STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING FOR APPLICABILITY TO
MADE TO MAINTAIN STORM WATER DRAINAGE DURING CONSTRUCTION.
DOES NOT REMAIN OUT OF SERVICE FOR LONGER THAN 12 HOURS AT A TIME. PROVISIONS SHALL BE
PIPING ARE IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE
IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND
DEMOLITION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL BE PERFORMED
TRAFFIC AWAY FROM HAZARDOUS AREAS.
CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT PEDESTRIAN
CONSTRUCTION/SAFETY FENCING REMOVED TO FACILITATE ACCESS BY THE CONTRACTOR FOR
EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA.
ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD, AND
SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
CONTRACTOR SHALL RESTORE THE LAY DOWN AND STAGING AREA TO ORIGINAL CONDITIONS AND TO THE
BE REPAIRED BY THE CONTRACTOR.
ANY DISTURBANCE TO EXISTING STORMWATER DEVICES OR SYSTEMS FROM CONSTRUCTION ACTIVITY MUST
CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR AT HIS EXPENSE.
UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES DAMAGED DURING
CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION. ALL
REPRESENTATIVE IMMEDIATELY.
BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO
EXISTING UTILITIES AND STRUCTURES SHOWN BOTH UNDERGROUND AND ABOVE ARE BASED ON THE BEST
REMOVED FROM THE SITE ON A DAILY BASIS.
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE
THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
ETC. THAT MAY BE REQUIRED.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,
NO GRADING IS TO OCCUR IN THE TREE PROTECTION AREAS OR TREE CRITICAL ROOT ZONES.
DISTURBANCE. TREE PROTECTION FENCING SHOULD BE INSTALLED PRIOR TO PRE-CONSTRUCTION.
CONTACT TOWN OF CARRBORO TO SET UP A PRE-CONSTRUCTION MEETING PRIOR TO LAND
TO BE REMOVED FROM REMAINING VEGETATION.
INCLUDING TREE REMOVAL, IN SUCH A MANNER AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES
ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE OPERATIONS
DEMOLITION TO OBTAIN A CLEAN EDGE.
WHERE ASPHALT SECTION IS REMOVED, CONTRACTOR SHALL USE A SAW CUT AT THE LIMITS OF
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
ALL DEMOLITION SHALL BE APPROVED BY TOWN OF CARRBORO PLANNING DEPARTMENT.
STRUCTURES.
APPLICABLE REQUIREMENTS OF THE 2018 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
JULY 19, 2021
NTS
1B-1
EROSION CONTROL NOTES
EROSION PROVISION
NOTES
MULCHING AND MATTING
SEEDING
OTHER MONIES DUE THE CONTRACTOR OR HIS CONTRACT.
WOULD HAVE BEEN INCURRED HAD THE WORK BEEN PERFORMED BY THE CONTRACTOR WILL BE DEDUCTED FROM RETAINAGE OR
ANY COSTS INCURRED BY THE TOWN FOR WORK PERFORMED BY OTHERS AS PROVIDED ABOVE IN THE EXCESS OF THE COSTS THAT
EROSION AND SEDIMENTATION CONTROL VIOLATIONS.
WITH THESE PROVISIONS WILL BE BORNE BY THE CONTRACTOR. SUCH COSTS WILL INCLUDE CIVIL PENALTIES ASSESSED FOR SOIL
FOR WORK PERFORMED BY OTHERS. ANY COSTS INCURRED BY THE TOWN DUE TO THE FAILURE OF THE CONTRACTOR TO COMPLY
ENGINEER MAY PROCEED TO HAVE THE WORK PERFORMED WITH OTHER FORCES. NO PAYMENT WILL BE MADE TO THE CONTRACTOR
EROSION CONTROL WORK WITHIN 24 HOURS AFTER RECEIPT OF SUCH NOTICE WITH ADEQUATE FORCES AND EQUIPMENT, THE
COMPLY WITH THESE PROVISIONS. IN THE EVENT THAT THE CONTRACTOR FAILS TO BEGIN SUCH REMEDIAL ACTION OR FAILS TO BEGIN
EROSION CONTROL WORK AS DIRECTED WILL RESULT IN THE ENGINEER, INSPECTOR OR NCDENR NOTIFYING THE CONTRACTOR TO
FAILURE ON THE PART OF THE CONTRACTOR TO COMPLY WITH THE PROVISIONS OF THE EROSION CONTROL PLAN OR TO PERFORM
OR OTHER PROPERTY AS REQUIRED BY THE SEDIMENT POLLUTION CONTROL ACT OF 1973 AND THE 1974 AMENDMENTS TO THE ACT.
EROSION OF SOIL AND THE SEDIMENTATION OF STREAMS, LAKES, RESERVOIRS, OTHER WATER IMPOUNDMENTS, GROUND SURFACES,
THE CONTRACTOR SHALL BE REQUIRED TO TAKE EVERY REASONABLE PRECAUTION THROUGHOUT THE CONTRACT TO PREVENT THE
MISC - WETLANDS, TREES, STORM PIPING
SPECIFICATIONS.
THE GROUND STABILIZATION REQUIREMENTS OF GENERAL PERMIT NCG 010000. SEE PROJECT
THE CONTRACTOR SHALL PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS IN ACCORDANCE WITH E.
TO 4 INCHES OF SOIL DEPTH.
APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. SATURATE D.
THAT WHICH CAN BE MULCHED ON SAME DAY.
IMMEDIATELY FOLLOWING SEEDING APPLY MULCH OR MATTING. DO NOT SEED AREAS IN EXCESS OF C.
POUNDS PER FOOT OF WIDTH. UPON COMPLETION OF ROLLING, WATER AREA WITH A FINE SPRAY.
AREA WITH A ROLLER, NOT LESS THAN 18 INCHES IN DIAMETER AND WEIGHING NOT MORE THAN 210
DO NOT SEED WHEN GROUND IS EXCESSIVELY WET OR EXCESSIVELY DRY. AFTER SEEDING, ROLL B.
METHODS TO PROVIDE EVEN DISTRIBUTION OF SEED.
CORRUGATED ROLLER-SEEDER, APPROVED HAND OPERATED MECHANICAL SEEDER, OR OTHER APPROVED
ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER-DRAWN SEED DRILL, COMBINATION A.
NOTED ON THE PROFILE.
ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXISTING GRADES UNLESS OTHERWISE
ON ALL STORM PIPING, BURY INVERTS ONLY AS NEEDED.
COMPENSATORY RATE AT THE CONTRACTORS EXPENSE.
ADJUSTMENT. IF EGREGIOUS VIOLATIONS OCCUR AS DETERMINED BY THE OWNER, REPLANTING MAY BE ORDERED AT A
SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS REQUIRED, CONTACT DESIGNER FOR FIELD
CENTERLINE.
LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION AND MATCH PIPING TO DITCH
ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX.
NO WETLANDS WERE FOUND WITHIN THE PROJECT LIMITS DURING FIELD REVIEW BY CAROLINA ECOSYSTEMS.
2018 NCDOT ROADWAY ENGLISH STD. DRAWINGS
SPECIFICATIONS.
ADDITIONAL NCDOT STANDARDS NOT ON THE LIST ABOVE MAY BE REQUIRED AS PER PLAN DETAILS AND
Signs on U Channel Posts
Mounting of Type D, E, and F904.50
DIVISION 9
Guide for Rip Rap at Pipe Outlets876.02
Driveway Turnout - Radius Type848.02
Concrete Sidewalk848.01
DIVISION 8
Method of Pipe Installation300.01
DIVISION 3
Method of Clearing - Method II200.02
DIVISION 2
TITLESTD.NO.
APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
BRANCH - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2018 ARE
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN
Temporary Stream Crossing1645.01
Coir Fiber Baffle1640.01
Temporary Rock Silt Check Type A1633.01
Rock Inlet Sediment Trap Type C1632.03
Special Stilling Basin1631.06
Matting Installation1631.01
Temporary Silt Ditch1630.03
Gravel Construction Entrance1607.01
Special Sediment Control Fence1606.01
Temporary Silt Fence1605.01
DIVISION 16
Object Markers - Installation1264.02
Object Markers - Types1264.01
Pavement Markings - Symbols and Word Messages1205.08
Pavement Markings - Pedestrian Crosswalks1205.07
Pavement Markings - Line Types and Offsets1205.01
DIVISION 12
TITLESTD.NO.
NO PARKING IS ALLOWED ON TREATMENT PLANT ROAD, CHILMARK RIDGE DRIVE & W. BALENTINE STREET.
ANY DEWATERING ON THE PROJECT IS TO BE DONE THROUGH A SILT BAG.
SPECIFICATIONS.
STABILIZATION REQUIREMENTS OF GENERAL PERMIT NCG 010000 OR IN CRITICAL AREAS, AT THE END OF THE DAY. SEE PROJECT
THE CONTRACTOR SHALL PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS IN ACCORDANCE WITH THE GROUND
ESTABLISHMENT OF PERMANENT VEGETATION.
ALL E&SC MEASURES MUST BE MAINTAINED UNTIL ALL UPGRADE DRAINAGE AREAS HAVE BEEN STABILIZED WITH THE
ON SITE UNTIL THE PROJECT IS CLOSED OUT.
RESERVATIONS, ANY 401 / 404 DOCUMENTATION & A MINIMUM OF THE PAST 30 DAYS OF SELF INSPECTION REPORTS WILL BE KEPT
DESIGN, ETC. COPIES OF APPROVED PLANS BY NCDENR, PLAN APPROVAL LETTER WITH ANY MODIFICATIONS OR PERFORMANCE
INVESTIGATION REPORT AND FOLLOW THE RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPLETION AND PAVEMENT
A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE
ARE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED.
CONSTRUCTION, MAINTENANCE, REMOVAL OF ALL EROSION CONTROL DEVICES, ALL FINES, LEGAL FEES AND RESTORATION COSTS
STATE/COUNTY STORM WATER MANAGEMENT SECTION AND THE TOWN'S ENGINEERING DEPARTMENT.
ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A LOCAL REPRESENTATIVE OF THE
ESTABLISHMENT OF VEGETATION ONCE EROSION CONTROL DEVICES ARE REMOVED.
CONTRACTOR TO COMPLETELY REMOVE EROSION CONTROL DEVICES ONCE PROJECT IS STABLE AND PROVIDE FOR ADDITIONAL
SCOUR HOLES, OR ANY OTHER DEVICES PRIOR TO PROJECT COMPLETION.
CONTRACTOR MUST RECLAIM ANY FINES AND SEDIMENT FROM PROJECT THAT ARE LOST IN DRAINAGE BOXES, PRE-FORMED
MULCH WILL BE ANCHORED.
DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON SLOPES THAT ARE 4:1 OR STEEPER,
ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS OF COMPLETION OF GRADING.
ON THE PLAN.
IN LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL
LIMITS OF DISTURBANCE SHOWN ON THE PLANS.
THERE SHALL BE NO STAGING OF EQUIPMENT OR VEHICLES, STORAGE OF MATERIAL, OR CONSTRUCTION ACTIVITY OUTSIDE THE
AND IS SUBJECT TO FINE.
ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE/COUNTY EROSION CONTROL ORDINANCE
ON-SITE BURIAL PITS ARE NOT ACCEPTABLE.
TEMPORARY SEEDING IS 2.0 ACRES. SEE CONTRACT DOCUMENTS FOR SEEDING SPECIFICATIONS.
TOTAL ACREAGE OF DISTURBED AREA IS 3.4 ACRES. ACREAGE OF PERMANENT SEEDING IS 1.4 ACRES AND ACREAGE OF
APPROPRIATE MEANS. MAINTAIN AND PROTECT SLOPES FROM WEATHER-DAMAGE.
PROTECT SEEDED AREAS FROM DAMAGE BY BARRICADES, SIGNS, AND OTHER D.
OTHER TYPES OF MULCH AND ANCHORING METHODS MAY BE USED UPON APPROVAL BY THE ENGINEER.C.
TACKING STRAW MULCH.
GRADE RC-2 OR OTHER APPROVED EQUAL. AN APPROVED JUTE MESH OR NET MAY BE USED IN LIEU OF
FOR TACK USE AN ASPHALT TIE-DOWN OF EMULSIFIED ASPHALT GRADE AE-E OR CUT-BACK ASPHALT B.
USE TACK TO PREVENT DISRUPTION OF MULCH. 3.
STAPLES AT 5 FOOT INTERVALS, IMMEDIATELY AFTER SEEDING.
SLOPES GREATER THAN 5:1 MULCH WITH MATTING. PIN MATTING TO THE GROUND WITH WIRE 2.
THE RATE OF NOT LESS THAN 92 LBS. PER 1000 SQ.FT.
SLOPES FROM 5:1 OR FLATTER BY SPREADING A LIGHT COVER OF MULCH OVER SEEDED AREA AT 1.
THAN THE FOLLOWING:
APPLY MULCH OR MATTING AS REQUIRED TO RETAIN SOIL AND GRASS, BUT NO LESS A.
YEAR.
BROWNTOP MILLET SHALL BE USED IN SUMMER MONTHS AND RYE GRAIN DURING THE REMAINDER OF THE
AT THE RATE OF 400 POUNDS AND SEEDED AT THE RATE OF 50 POUNDS PER ACRE. GERMAN MILLET OR
FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR SEEDING AND MULCHING AND APPLIED
TEMPORARY SEEDING
THE SAME AMOUNT OF PLANT FOOD AS A 10-20-20 ANALYSIS AND AS DIRECTED.
PROVIDED THE 1-2-2 RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE
FERTILIZER SHALL BE 10-20-20 ANALYSIS. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED
ABERDEEN BOREALEPICCINDYLOU
APPROVED CREEPING RED FESCUE CULTIVATARS
4000# STRAW MULCH4000# STRAW MULCH
4000# LIMESTON4000# LIMESTONE
500# FERTILIZER500# FERTILIZER
35# RYE GRAIN25# BROWNTOP MILLET
4# SWITCHGRASS4# SWITHGRASS
8# LITTLE BLUESTEM8# LITTLE BLUESTEM
6# INDIAN GRASS6# INDIANGRASS
18# CREEPING RED FESCUE18# CREEPING RED FESCUE
SEPTEMBER 1 - FEBRUARY 28MARCH 1 - AUGUST 31
LIMESTONE SHALL BE AS STATED BELOW, ALL RATES ARE IN POUNDS PER ACRE.
THE KINDS OF SEEDS AND FERTILIZER, AND THE RATERS OF APPLICATION OF SEED, FERTILIZER, AN
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
JULY 19, 2021
NTS
1B-2
GPS-210004EIPEIPEIPEIPEIPEX
IST
ING R
/W
EX
IST
ING R
/W
GPS-1
10013
100124954
9
5
4
9
5495
495495495495495 495
495
495495
495
495495
495500
500
500
500500500500
5
0
0
500500500500
5055055055
0
5
505505505505505510
510
510510510510510
510510
510
510
510
515
515515
515 515520
36"
RCP(BASE FLOW)
MAIN PUMP
SEE SPECIAL PROVISION
IMPERVIOUS DIKE
SEE SPECIAL PROVISION
IMPERVIOUS DIKE
DRIVEWAY
GRAVEL
EXISTING
NCDOT STD. 1630.06
SPECIAL STILLING BASIN { BUCKHORN BRANCH
{ BUCKHORN BRANCH
AS REQUIRED
SEDIMENT PUMP
PUMP AROUND FOR PIPE INSTALLATION DETAIL
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
AUGUST 20, 2021
ACCESS ROUTE
STAGING AREA
100' x 100'
ACCESS ROUTE
DO NOT USE EXISTING TRAIL
INSTALLATION.
FOR PUMP AROUND FOR PIPE
SEE DETAIL ON THIS SHEET
APPROX. 60' OF 36" RCP.
EXISTING LOCATION WITH
REPLACE EXISTING 36" CMP IN
01
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01
02
02
01
00
00
0
102 02LA
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TOWNE RIDGE LNB
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N
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8
6
1C
CHAIN BEGIN STATION END STATION
-L-10+34.72 13+22.00
-L-13+92.00 18+43.00
SHLD
2'
5'5'
10'
GRADE TO THIS LINE
0.02 0.02
0.020.02
SLOPES TO CREATE AN EVEN TRANSITION.
CUT AND FILL SLOPES SHALL TIE INTO EXISTING
UNLESS OTHERWISE INDICATED ON PLANS.
SIDE SLOPES SHALL BE LESS THAN 3:1 (TYP.)
SHLD
2'
{ -L-
(BEGIN BRIDGE)
(END BRIDGE)(TIE TO EXISTING TRAIL)
CONCRETE TRAIL TYPICAL SECTION
(3,000 P.S.I.)
CONCRETE
OF NO LESS THAN 95%
COMPACT SUBGRADE TO A DENSITY
WITHIN TRAIL AND SHALL BE MINIMUM 2 FEET FROM THE EDGE OF TRAIL.
NO UTILITY SURFACE COVERS/PLATES/MANHOLES SHALL BE LOCATED
SAW CUT JOINTS EVERY 10 FEET OR WIDTH.
A 6 INCH DEPTH IS REQUIRED.
ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET.
DISTURBED BY CONSTRUCTION.
CONTRACTOR RESPONSIBLE FOR REESTABLISHING ALL SLOPES
2' SHOULDER MATCHES THE CROSS SLOPE OF TRAIL.
INCREMENT SHALL BE 10'.
TRANSITION CROSS SLOPE AS SHOWN ON PLANS. TRANSITION
SECTIONS FOR DIRECTION OF SLOPE
CROSS SLOPE DIRECTION VARIES. SEE PLAN VIEW AND CROSS
NOTES:
TRAIL SURFACE
TRANSVERSE EXPANSION JOINT
JOINT FILLER
6"
1/4"
1/2"
1/8" RADIUS
(TIE TO EXIST SIDEWALK)
BOLLARDS
BOLLARD PAINT MARKING DETAIL
10'6"6"40"2'2'CONCRETE
ENCASED
CONCRETE
ENCASEDFIXED BOLLARDFIXED BOLLARDNOTE: SEE MUTCD1'10'1'BOLLARD OR TRAIL OBSTRUCTION
SOLID YELLOW
4" PAINT STRIPE
BOLLARD POSTS TO BE REFLECTORIZED.6.
CENTER BOLLARD POST MUST HAVE A STAINLESS STEEL LOCK PIN & PADLOCK.5.
CENTER BOLLARD POST TO COLLAPSE TO A MIN OF 5".4.
INSTALLATION SHALL BE COMPLETED IN ACCORDANCE WITH CHOSEN MANUFACTURER'S SPECIFICATIONS.3.
CENTER COLLAPSIBLE BOLLARD TO BE TRAFFICGUARD® -MODEL LPHDHB OR SIMILAR.2.
BOLLARDS CAN BE ROUND, SQUARE OR RECTANGULAR.1.
NOTE:40"EDGE OF TRAILEDGE OF TRAILOR APPROVED EQUAL
TRAFFICGUARD MODEL LPHDHB
COLLAPSIBLE BOLLARD
5'5'
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
JULY 19, 2021
NTS
2
12" DIP
12" DIP
8" DIP
8"
DIP
12" DIP12" DIP12" DIP18" RCP12" RCP
15" RCPPAVED GREENWAYCONC SW
CONC SW
30" CONC C&G
30" CONC C&G
SLAKE HOGAN FARM RD
EIPEIPEIPEIPEIP30' SEWER EASEMENT
30' SEWER EASEMENT
30' SEWER EASEMENT30' S
E
WE
R
E
A
S
E
ME
N
TS 89°48'46" E763.40'S 89°48'46" E113.32'S 27°36'29" E113.26'
N 02°12
'28" E
562.65
'N
6
2
°
3
1'
5
4
" E1
7
6.
1
0'
S 27°36'29" E129.33'
N 02°12
'28" E
206.96
'S 89°50'29" E965.52'N 02°15
'24" E
371.54
'S 85°33'39" E2585.91'N 01°28
'53" E
691.76
'N 89°54'11" E582.94'PB 104 PG 853
DB 5510 PG 505
LEGENDS AT LAKE HOGAN OWNERS ASSOCIATION INC
DB 3546 PG 398
M/I HOMES OF RALEIGH LLC
PB 94 PG 51
DB 10-E PG 463
DELORIS HOGAN ETAL
PB 93 PG 10
DB 4122 PG 205
GLEN RIDGE TOWNHOME ASSOC INC
PB 94 PG 51
DB 10-E PG 463
DELORIS HOGAN ETAL
EX
IS
T
ING
R
/W
EX
IS
T
ING

R
/W
60.00'EXISTING DIRT WALKING TRAIL30.00'20.00'DB 5119 PG 235
TOWN OF CARRBORO
20' GREENWAY EASEMENT
BL-50
BM1
BL-102 BL-103
BM2
BL-101
GPS-1
10013
10012
EXISTING PAVED GREENWAY
INV OUT=475.53'
INV IN=475.63'
TOP=485.25'
SSMH
INV OUT=475.71'
INV IN=475.79'
TOP=486.91'
SSMH
DB 88 PG 88
(FUTURE TWIN CREEKS PARK)
ORANGE COUNTY
INV OUT=478.13'
INV IN=478.23'
TOP=491.68'
SSMH
INV OUT=484.25'
TOP=495.14'
SSMH
INV OUT=479.15'
INV IN=479.55'
TOP=490.99'
SSMH
INV IN=481.15'
TOP=491.69'
SSMH
INV IN=474.17'
TOP=485.57'
SSMH
INV OUT=474.72'
INV IN=474.74'
INV IN=474.80'
TOP=484.52'
SSMH
EST. 7 SY GF
EST. 2 TON
CLASS B RIP RAP
RETAIN
TO ELEV. 483.7
CL II RIP RAP
TO ELEV. 483.7
CL II RIP RAP
RIP RAP
CL II
-L- STA. 13+22.00
BEGIN BRIDGE
-L- STA. 18+43.00
TIE TO EXISTING TRAIL
END PROJECT
-L- STA. 13+92.00
END BRIDGE
-L- STA. 10+34.72
TIE TO EXISTING SIDEWALK
BEGIN PROJECT
SEE DETAIL ON SHEET 2
-L- STA. 10+40.00
BOLLARDS
EL. = 491.80
-L- STA. 18+43.00
END GRADEEL = 486.55
-L- STA. 13+22.00
BEGIN PREFAB BRIDGE
EL = 487.95
-L- STA. 13+92.00
END PREFAB BRIDGE
25 YR. WS. 482.7
EL. = 494.70
-L- STA. 10+34.72
TIE TO EXISTING SIDEWALK
BEGIN GRADE
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
JULY 19, 2021
-L- POT Sta.9+94.80
-L- PC Sta.10+45.13
01
00
01
02
02
01
00
00
-L- PRC Sta.10+74.90
-L- PT Sta.12+39.85
-L- P
C Sta.14+02.0010'10'
0
102 02-L- PRC Sta.14+48.22-L- PT Sta.14+87.98-
L-
P
T
Sta.
1
8
+
4
2.
8
0
-
L-
P
OT
Sta.
1
8
+
6
8.
5
8
-
L-
P
C
Sta.
1
7
+
9
7.
0
6
PI Sta 10+60.13
D
L = 29.76'
T = 14.99'
R = 100.00'
PI Sta 12+43.97
D
L = 164.96'
T = 169.07'
R = 70.00'
PI Sta 14+26.33
D
L = 46.22'
T = 24.33'
R = 60.00'
PI Sta 14+68.13
D
L = 39.76'
T = 19.91'
R = 300.00'
PI Sta 18+20.34
D
L = 45.74'
T = 23.27'
R = 100.00'
Δ Δ Δ Δ Δ
-L- CURVE DATA
(-)5.
0
0
0
0%
VC =
EL =
PI =
20.00
494.31
10+45.00
VC =
EL =
PI =
70.00
484.81
12+35.00
70' BRIDGE
(+)2.0000%
VC =
EL =
PI =
20.00
488.41
14+15.00
18"
1.0'
2.0'
2.0'
TO NG(-)3
.7938%
(+)4.0000%(-)4
.0
00
0%
(+)0.5000%
240.00
497.81
16+50.00
VC =
EL =
PI =
50.00
491.61
18+05.00
VC =
EL =
PI =
0401GRADE TO DRAIN18" RCP-III
4
15+00
470 470
14+0013+0012+0011+0010+009+00 16+00 17+00 18+00 19+00 20+00
480
490
500
510
480
490
500
510
1"=50'
460 460
EX
IS
T
IN
G
G
R
E
ENW
AYLAKE
H
O
GAN FARM
S RO
ADJONES CREEKBUCKHORN BRANCHFCFFFFFFF
F
F
F FFF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
EIPEIPEIPEIPEIP10012
VICINITY MAP
PROJECT AREA
Calvander
Eubanks
DUKE
FOREST
High Sch.
Hill
ChapelHILLSBOROUGH RD. (OLD NC 86)EUBANKS RD. (SR 1727)
HOMESTEAD RD. (SR 1777)
R
O
G
E
RS
R
D. (S
R 1729)
J
o
n
es Cr
e
e
k
Buckhorn Branch RailwayREVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
JULY 19, 2021
-L- STA. 10+34.72
BEGIN CONSTRUCTION
-L- STA. 18+43.00
END CONSTRUCTION
-L- STA. 13+22.00
BEGIN BRIDGE
-L- STA. 13+92.00
END BRIDGE
C
C
B
CWA
CWA
STAGING AREA
ID 2.0
EC-3
PROJECT LENGTHGRAPHIC SCALES
0 0 0
PROFILE (HORIZONTAL)PLANS PROFILE (VERTICAL)
0 0505050501001002525510 10 20
1"=50'1"=50'1"=10'
EROSION CONTROLGRADING, PAVING, STRUCTURE, DRAINAGE, &
TYPE OF WORK:
=
=
=
808.28 FEET
70.00 FEET
738.28 FEET
JONES CREEK GREENWAY
FROM LAKE HOGAN FARMS ROAD TO EXISTING TRAIL
LOCATION:
E
X
IS
T
IN
G
T
R
A
IL
J ONES CREEKB
R
A
N
C
H
B
U
C
K
H
O
R
N
LENGTH OF PROJECT
LENGTH OF BRIDGE
LENGTH OF ASPHALT TRAIL
NCDOT TIP # C-5181
TOWN OF CARRBORO PROJECT #: 55033
EROSION CONTROL
ORANGE CO, NORTH CAROLINA
TOWN OF CARRBORO
EC-1
Temporary Silt Fence
Std. #Description Symbol
1605.01
1632.03
1606.01 Special Sediment Control Fence
Rock Inlet Sediment Trap Type C
1635.02 Rock Pipe Inlet Sediment Trap Type-B
LEVEL IIIA CERTIFICATION NO.
3487
LEVEL IIIA NAME
MATTHEW HARVEY
ENGINEER.
NEED TO BE INSTALLED AS DIRECTED BY THE
ADDITIONAL EROSION CONTROL DEVICES MAY
REQUIRE PRIOR APPROVAL BY ENGINEER.
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
Concrete Wash Area CWA
1607.01 Gravel Construction Entrance
1633.02 Temporary Rock Silt Check Type-B
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest
The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
Temporary Silt Fence
Special Sediment Control Fence
Gravel Construction Entrance
Temporary Rock Silt Check Type A
Rock Inlet Sediment Trap Type C1605.01
1606.01
1607.01
1633.01
1632.03
Roadway Standard Drawings
1633.02 Temporary Rock Silt Check Type B
1633.01 Temporary Rock Silt Check Type-A
1635.02 Rock Pipe Inlet Sediment Trap Type-B
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.
ROADSIDE ENVIRONMENTAL UNIT
2018 STANDARD SPECIFICATIONS
EROSION CONTROL
AND FINAL GRADING
CLEARING & GRUBBING
DATE:
12" DIP
12" DIP
8" DIP
8"
DIP
12" DIP12" DIP12" DIP18" RCP12" RCP
15" RCPPAVED GREENWAYCONC SW
CONC SW
30" CONC C&G
30" CONC C&G
SLAKE HOGAN FARM RD
EIPEIPEIPEIP30' SEWER EASEMENT
30' SEWER EASEMENT
30' SEWER EASEMENT30' S
E
WE
R
E
A
S
E
ME
N
TS 89°48'46" E763.40'S 89°48'46" E113.32'S 27°36'29" E113.26'
N 02°12
'28" E
562.65
'N
6
2
°
3
1'
5
4
" E1
7
6.
1
0'
S 27°36'29" E
N 02°12
'28" E
206.96
'S 89°50'29" E965.52'N 02°15
'24" E
371.54
'S 85°33'39" E2585.91'PB 104 PG 853
DB 5510 PG 505
LEGENDS AT LAKE HOGAN OWNERS ASSOCIATION INC
DB 3546 PG 398
M/I HOMES OF RALEIGH LLC
PB 94 PG 51
DB 10-E PG 463
DELORIS HOGAN ETAL
PB 93 PG 10
DB 4122 PG 205
GLEN RIDGE TOWNHOME ASSOC INC
EX
IS
T
ING
R
/W
EX
IS
T
ING

R
/W
60.00'EXISTING DIRT WALKING TRAIL30.00'20.00'DB 5119 PG 235
TOWN OF CARRBORO
20' GREENWAY EASEMENT
BL-50
BM1
BL-102 BL-103
BM2
BL-101
GPS-1
10013
10012
EXISTING PAVED GREENWAY
DB 88 PG 88
(FUTURE TWIN CREEKS PARK)
ORANGE COUNTY
476476476
476476477
477477477477477477478 478478478478478478479479479479479479
479
479
479479479479
479479479479479
4794794794794804804
8
0
4804804 804804804804804
8
0
480
480480480480
480480480480480480
4804804
80480480
4804804804804804804804804804 8 1
48
1 4814814
8
1
481
481
4814814814
8
1481 481481481481
481481
481481
481 481481481481481
482 482482482482482 482
482
4
8
2
482
482482482482482
482
482482482482482482482 482483483483483483483483 4
8
3
4
8
3
483
483 483
483483483483483483 4
8
3
483
483484484484484484484
484
4
8
4
484
484484484484484484484484
484484
485485
485485485485
4
8
5
4
8
5
485 485
485
485485
485485485
485
485
485
486486486486486486
486486
486
486
486486486
4864864864
8
6
486
4864874874874874
8
7
487
487
487
487
487
487487487487487488488488488 488488488
488
488
488
488488489 489489489489 489489489 489
489 489489489489490
4
9
0490490490490490490490490 490490490
490
490
490 490
490
490 490490490490491 4914914914914914
9
1
491 491 4914914914
9
1491491492492492492492492492 492 492492
4924
9
2
4924924924934934934934934
9
3493
493
493
493
493493493493494494494
494
4
9
4494494494
494
494494494494
494494494494
4944954
9
5
495
495
495
4
9
5495495
495495 495495
495495
495
496496
496
496496496496
496496496496497497
497
497497497497
497497
498
498498498498498498
498498
499499
499
499
499499499499
4994994995
0
0
500500
500
500
500
500
500500500500
5005005 0 0
500500
500
500
500501501
501501
5
0
1501
501501501 501501502
502
5
0
2
502
502502
502502502
503
503503503503
503503504
504
504504
504504505
505
505505505
505506
506
506
5
0
6
5
0
6 506506507
507
507
507507507507507507508
508
508508
508508
508
5
0
9
509
509
509
5
0
9
509
510510510
510510
5105105115115115115115125125
12512 512512512512 5125
1
3
513
513513
513513513513513513513514
514514
514514514514514 515515
515515515
5
1
6
516
517
493 494496
496
497497
498
498
499499499
500
500
500
500500
5
0
1
501
501502
502
502 503
503503 504504
504
505
505
506
506506
5075 0 7
5
0
7 5 0 7
508
5
0
8
508508
508509509509509510510
510
510
510
510
5105105
1
1
511
511512
512512
512512513
513513
513513514514514514514514514514 515
515
515
515
515515
516516516516517 5175175185185
1
9519 520520EL. = 491.80
-L- STA. 18+43.00
END GRADEEL = 486.55
-L- STA. 13+22.00
BEGIN PREFAB BRIDGE
EL = 487.95
-L- STA. 13+92.00
END PREFAB BRIDGE
25 YR. WS. 482.7
EL. = 494.70
-L- STA. 10+34.72
TIE TO EXISTING SIDEWALK
BEGIN GRADE
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
JULY 19, 2021
C
C
INSTALLED DURING CLEARING AND GRUBBING PHASE.
PERIMETER EROSION CONTROL MEASURES SHALL BE
NOTE:
CONSTRUCTION SHEET 04
EROSION CONTROL FOR
CLEARING AND GRUBBING
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
CWA
CWA
ID 2.0
TOTAL DISTURBED AREA = 2.8 ACRE
STAGING AREA
(-)5.
0
0
0
0%
VC =
EL =
PI =
20.00
494.31
10+45.00
VC =
EL =
PI =
70.00
484.81
12+35.00
70' BRIDGE
(+)2.0000%
VC =
EL =
PI =
20.00
488.41
14+15.00
18"
1.0'
2.0'
2.0'
TO NG(-)3
.7938%
(+)4.0000%(-)4
.0
00
0%
(+)0.5000%
240.00
497.81
16+50.00
VC =
EL =
PI =
50.00
491.61
18+05.00
VC =
EL =
PI =
15+00
470 470
14+0013+0012+0011+0010+009+00 16+00 17+00 18+00 19+00 20+00
480
490
500
510
480
490
500
510
1"=50'
460 460
EX
IS
T
IN
G
G
R
E
ENW
AYLAKE
H
O
GAN FARM
S RO
ADJONES CREEKBUCKHORN BRANCHEC-2
INSET INSET MATCHLINEINSET MATCHLINEDATE:FCFFFFFFF
F
F
F FFF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
12" DIP
12" DIP
8" DIP
8"
DIP
12" DIP12" DIP12" DIP18" RCP12" RCP
15" RCPPAVED GREENWAYCONC SW
CONC SW
30" CONC C&G
30" CONC C&G
SLAKE HOGAN FARM RD
EIPEIPEIPEIP30' SEWER EASEMENT
30' SEWER EASEMENT
30' SEWER EASEMENT30' S
E
WE
R
E
A
S
E
ME
N
TS 89°48'46" E763.40'S 89°48'46" E113.32'S 27°36'29" E113.26'
N 02°12
'28" E
562.65
'N
6
2
°
3
1'
5
4
" E1
7
6.
1
0'
S 27°36'29" E129.33'
N 02°12
'28" E
206.96
'S 89°50'29" E965.52'N 02°15
'24" E
371.54
'S 85°33'39" E2585.91'PB 104 PG 853
DB 5510 PG 505
LEGENDS AT LAKE HOGAN OWNERS ASSOCIATION INC
DB 3546 PG 398
M/I HOMES OF RALEIGH LLC
PB 94 PG 51
DB 10-E PG 463
DELORIS HOGAN ETAL
PB 93 PG 10
DB 4122 PG 205
GLEN RIDGE TOWNHOME ASSOC INC
EX
IS
T
ING
R
/W
EX
IS
T
ING

R
/W
60.00'EXISTING DIRT WALKING TRAIL30.00'20.00'DB 5119 PG 235
TOWN OF CARRBORO
20' GREENWAY EASEMENT
BL-50
BM1
BL-102 BL-103
BM2
BL-101
GPS-1
10013
10012
EXISTING PAVED GREENWAY
DB 88 PG 88
(FUTURE TWIN CREEKS PARK)
ORANGE COUNTY
-L- POT Sta.9+94.80
-L- PC Sta.10+45.13
-L- PRC Sta.10+74.90
-L- PT Sta.12+39.85
-L- P
C Sta.14+02.0010'10'
-L- STA. 13+22.00
BEGIN BRIDGE
-L- STA. 18+43.00
TIE TO EXISTING TRAIL
END PROJECT
-L- STA. 13+92.00
END BRIDGE
-L- STA. 10+34.72
TIE TO EXISTING SIDEWALK
BEGIN PROJECT -L- PRC Sta.14+48.22-L- PT Sta.14+87.98-
L-
P
T
Sta.
1
8
+
4
2.
8
0
-
L-
P
OT
Sta.
1
8
+
6
8.
5
8
-
L-
P
C
Sta.
1
7
+
9
7.
0
6
SEE DETAIL ON SHEET 2
-L- STA. 10+40.00
BOLLARDS
476476476
476476477
477477477477477477478 478478478478478478479479479479479479
479
479
479479479479
479479479479479
4794794794794804804
8
0
4804804 804804804804804
8
0
480
480480480480
480480480480480480
4804804
80480480
4804804804804804804804804804 8 1
48
1 4814814
8
1
481
481
4814814814
8
1481 481481481481
481481481
481481
481 481481481481481
482 482482482482482 482
482
4
8
2
482
482482482482482
482
482482482482482482482 482483 483483483483483483483 4
8
3
4
8
3
483
483 483
483483483483483483 4
8
3
483
483484 484484484484484484
484
4
8
4
484
484484484484484484484484
484484
485485
485485485485
4
8
5
4
8
5
485 485
485
485485
485485485
485
485
485
486486486486486486486
486486
486
486
486486486
4864864864
8
6
486
486487487 4874874874874
8
7
487
487
487
487
487
487487487487487488488488488488 488488488
488
488
488
488488489
489 489489489489 489489489 489
489 489489489489490490490490
4
9
0490490490490490490490490 490490490
490
490
490 490
490
490 490490490490491491 4914914914914914
9
1
491 491 4914914914
9
1491491492492492492492492492492492 492 492492
4924
9
2
4924924924934934934934934934934
9
3493
493
493
493
493493493493494494494
494
4
9
4494494494
494
494494494 494494494494
494494494494
4944954
9
5
495
495
495
4
9
5495495
495495
495
4 9 5 495495
495495
495
495496496
496
496496496496
496496496496 496496497497
497
497497497497
497497
497497498
498498498498498498
498498498498
499499
499
499
499499499499
499499499499499 5
0
0
500500
500
500
500
500
500500500500
5005005 0 0
500500500
500
500
500500
500
500
500
500501501
501501
5
0
1501
501501501
501 5015
0
1 501501502
502
5
0
2
502
502502
502502502
502
503
503503503503
503503503
504
504
504504
504504504504
505
505
505505505
505505505506
506
506
5
0
6
5
0
6
506506506507
507
507
507507507507507507507507508
508
508508
508508
508
5
0
9
509
509
509
5
0
9
509
509510510510
510510
5105105105115115115115115125125
12512 512512512512 5125
1
3
513
513513
513513513513513513513514
514514
514514514514514 515515
515515515
5
1
6
516
517
01
00
01
02
02
01
00
00
0
102 02493 494496
496
497497
498
498
499499499
500
500
500
500500
5
0
1
501
501502
502
502 503
503503 504504
504
505
505
506
506506
5075 0 7
5
0
7 5 0 7
508
5
0
8
508508
508509509509509510510
510
510
510
510
5105105
1
1
511
511512
512512
512512513
513513
513513514514514514514514514514 515
515
515
515
515515
516516516516517 5175175185185
1
9519 520520EST. 7 SY GF
EST. 2 TON
CLASS B RIP RAP
RETAIN
TO ELEV. 483.7
CL II RIP RAP
TO ELEV. 483.7
CL II RIP RAP
RIP RAP
CL II
EL. = 491.80
-L- STA. 18+43.00
END GRADEEL = 486.55
-L- STA. 13+22.00
BEGIN PREFAB BRIDGE
EL = 487.95
-L- STA. 13+92.00
END PREFAB BRIDGE
25 YR. WS. 482.7
EL. = 494.70
-L- STA. 10+34.72
TIE TO EXISTING SIDEWALK
BEGIN GRADE
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
JULY 19, 2021
C
C
B
CWA
CWA
ID 2.0
TOTAL DISTURBED AREA = 2.8 ACRE
STAGING AREA
(-)5.
0
0
0
0%
VC =
EL =
PI =
20.00
494.31
10+45.00
VC =
EL =
PI =
70.00
484.81
12+35.00
70' BRIDGE
(+)2.0000%
VC =
EL =
PI =
20.00
488.41
14+15.00
18"
1.0'
2.0'
2.0'
TO NG(-)3
.7938%
(+)4.0000%(-)4
.0
00
0%
(+)0.5000%
240.00
497.81
16+50.00
VC =
EL =
PI =
50.00
491.61
18+05.00
VC =
EL =
PI =
0401GRADE TO DRAIN18" RCP-III
15+00
470 470
14+0013+0012+0011+0010+009+00 16+00 17+00 18+00 19+00 20+00
480
490
500
510
480
490
500
510
1"=50'
460 460
EX
IS
T
IN
G
G
R
E
ENW
AYLAKE
H
O
GAN FARM
S RO
ADJONES CREEKBUCKHORN BRANCHEC-3
INSET INSET MATCHLINEINSET MATCHLINEDATE:FCFFFFFFF
F
F
F FFF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
JULY 19, 2021
EC-4
DATE:
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
JULY 19, 2021
EC-5
DATE:
SEDIMENT. SMOOTH THE AREA TO BLEND IN WITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER.
AFTER ALL THE SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE5.
CHECK FOR STRUCTURAL DAMAGE. ANY RIP RAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.4.
BY SEDIMENT.
PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE GRAVEL FACING THAT IS IMPAIRED3.
DESIGN VOLUME.
REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE2.
INSPECT AT LEAST ONCE WEEKLY AND AFTER EACH SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.1.
MAINTENANCE:
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE4.
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORMWATER VOLUME FOR THE NEXT RAIN AND TO3.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.2.
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.1.
MAINTENANCE:
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
5.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORMWATER VOLUME FOR THE NEXT RAIN AND TO
CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
3.CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE
2.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
1.INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
MAINTENANCE:
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
EITHER SALVAGE OR DISPOSE IT PROPERLY. BRING THE DISTRIBUTED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT.
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND UNSTABLE SOILS, AND3.
REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.2.
REPAIRS AS NEEDED.
INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL AND MAKE 1.
MAINTENANCE:
FILTER FABRIC
COMPACTED FILL
WIRE
NOTES
OF 6 LINE WIRES WITH 12" STAY
SPACING.
DIRECTED BY THE ENGINEER.
FILTER FABRIC
8"
4"
WIRE INTO TRENCH
EXTENSION OF FABRIC AND
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)TEMPORARY SILT FENCETEMPORARY SILT FENCE1 1 1 1
SHALL BE 12• GAUGE MIN.
MIDDLE AND VERTICAL WIRES
SHALL BE 10 GAUGE MIN.
TOP AND BOTTOM STRANDRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FOR1605.01 1605.01
STEEL POST - 2'-0" DEPTH
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
USE FILTER FABRIC A MINIMUM
OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRE AS
PROVIDE 5'-0" STEEL POST OF THE
SELF-FASTENER ANGLE STEEL TYPE.
WIRE MESH
AA
SECTION A-A
YY
SECTION Y-Y
MULTI-DIRECTIONAL FLOW SINGLE-DIRECTIONAL FLOW
2'
2'
2'
6"
1'-6"
‚" WIRE MESH
‚" WIRE MESH
CONTROL STONE
SEDIMENT
WATER
FILTERED
12"
2'
2'
6"
1'-6"
CONTROL STONE
SEDIMENT
WATER
FILTERED
FLOW FLOW
*
MAXIMUM POST SPACING 4 FT.
**
SEE NOTE FOR POST DESCRIPTION
DIMENSION VARIABLE
AVERAGE BOX
DIMENSION VARIABLE
AVERAGE BOX
1632.03 1632.03
1 1 1 1ROCK INLET SEDIMENT TRAP TYPE `C'ROCK INLET SEDIMENT TRAP TYPE `C'RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FOR‚" WIRE MESH
OF 4'.
SPACE POST A MAXIMUM
ANGLE STEEL TYPE.
OF THE SELF-FASTENER
1.5' DEEP MINIMUM, AND
USE 5' STEEL POST, INSTALLED
SEDIMENT CONTROL STONE.
INSTALL WIRE MESH UNDER
DIVERSION POINT.
THE SHOULDER OR ANY
A MINIMUM OF ONE FOOT BELOW
PLACE TOP OF WIRE MESH
1/4 INCH MESH OPENINGS.
MESH HARDWARE CLOTH WITH
USE 24 GAUGE MINIMUM WIRE
FOR SEDIMENT CONTROL STONE.
USE NO. 5 OR NO. 57 STONE
NOTE
1606.01 1606.01
1 1 1 1SPECIAL SEDIMENT CONTROL FENCESPECIAL SEDIMENT CONTROL FENCESEDIMENT CONTROL STONE

SEDIMENT CONTROL STONE
WATER FLOW
STEEL POST - 2 ft DEPTH
2:1
*DIMENSION
VARIABLE RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FOR2 ft
3 ft
‚ WIRE MESH
1 ft min
‚ WIRE MESH
1 ft min
2 ft
‚ WIRE MESH DD
DDD SPACE POST A MAXIMUM OF 3 FT.
POST 2 FT. DEEP MINIMUM.
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
WITH 1/4 INCH MESH OPENINGS.
USE HARDWARE CLOTH 24 GAUGE WIRE MESH

CONTROL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
GENERAL NOTES:
FLOW
FLOW
PLAN
SECTION A-A
A
STRUCTURAL STONE
SEDIMENT CONTROL STONE 18" PIPE MAX.
12"
A
ROADWAY SHOULDER
12" MIN12" MIN
DIVERSION POINT
D
D2:12:1MIN.
18"
7'-6" MIN.
MIN.
18"
PIPE
SEDIMENT CONTROL STONE
STRUCTURAL STONE
1635.02 1635.02
1 1 1 1ROCK PIPE INLET SEDIMENT TRAP TYPE `B'ROCK PIPE INLET SEDIMENT TRAP TYPE `B'RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFENGLISH STANDARD DRAWING FORENGLISH STANDARD DRAWING FORCONTROLS.
OTHER UP OR DOWNSTREAM
VOLUME MAY BE PROVIDED BY
AREA. SOME OF THE REQUIRED
FEET PER ACRE OF DISTURBED
TRAP VOLUME OF 1800± CUBIC
PROVIDE A TOTAL SEDIMENT
DIVERSION POINT.
BELOW THE SHOULDER OR
A MINIMUM OF ONE FOOT
CONSTRUCT TOP OF BERM
FOR SEDIMENT CONTROL.
USE NO. 5 OR NO. 57 STONE
STRUCTURAL STONE.
CONTROL STON FOR
USE CLASS 'A' EROSION
NOTE:7-067-06REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
JULY 19, 2021
EC-6
DATE:
DRESSING WITH 2" STONE
ADD ADDITIONAL STONE TO "FLUFF" TOP
MAINTENANCE:
ELEVATION VIEW
NATURAL GROUND
NATURAL GROUND
FLOW
1' MIN.
1' MIN.
CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
12" MIN.
SILT BASIN
OPTIONAL TYPE "B"4'-6"
EDGE OF PAVEMENT
PAVEMENT
SHLD.
DITCH CHECK
TEMP. STONE
SLOPE
BACK
SLOPEDITCH
TRAP
SEDIMENT
12"
STRUCTURAL STONE
BASE OF DITCH
CONTROL STONE
12" THICK SEDIMENT
AS DIRECTED BY THE ENGINEER.
CONTROL. PLACE SEDIMENT CONTROL STONE
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
GRADE LESS THAN 3%.
ONE (1) ACRE DRAINAGE AREA AND A DITCH
CLASS "A" STONE FOR SITES HAVING LESS THAN
THE ENGINEER MAY DIRECT THE OPTION OF
STRUCTURAL STONE.
USE CLASS 'B' EROSION CONTROL STONE FOR
NOTES:
ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.4.
BY SEDIMENT.
PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE GRAVEL FACING THAT IS IMPAIRED3.
DESIGN VOLUME.
REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE2.
INSPECT AT LEAST ONCE WEEKLY AND AFTER EACH SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.1.
MAINTENANCE:
1 1GRAVEL CONSTRUCTION ENTRANCE

1607.01RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OFENGLISH STANDARD DRAWING FORNOTE: PLACE FILTER FABRIC BENEATH STONE
50 FT.12 FT. PUBLIC ROAD
CLASS "A" STONE
8 IN. MIN. DEPTH
BY THE ENGINEER.
7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
BE DETERMINED BY THE ENGINEER.
6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
MAINTENANCE.
PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY
ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT
CLEANED UP IMMEDIATELY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
BY ALL CONSTRUCTION VEHICLES.
2. LOCATE ENTRANCE(S) TO PROVIDE FOR UTILIZATION
TRUCKS.
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
NOTES:
ISOMETRIC VIEW
1633.02
1 1TEMPORARY ROCK SILT CHECK TYPE `B'RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OFENGLISH STANDARD DRAWING FORREVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
JULY 19, 2021
EC-7
DATE:
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
JULY 19, 2021
EC-8
SEEDING
SPECIFICATIONS.
THE GROUND STABILIZATION REQUIREMENTS OF GENERAL PERMIT NCG 010000. SEE PROJECT
THE CONTRACTOR SHALL PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS IN ACCORDANCE WITH E.
TO 4 INCHES OF SOIL DEPTH.
APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. SATURATE D.
THAT WHICH CAN BE MULCHED ON SAME DAY.
IMMEDIATELY FOLLOWING SEEDING APPLY MULCH OR MATTING. DO NOT SEED AREAS IN EXCESS OF C.
POUNDS PER FOOT OF WIDTH. UPON COMPLETION OF ROLLING, WATER AREA WITH A FINE SPRAY.
AREA WITH A ROLLER, NOT LESS THAN 18 INCHES IN DIAMETER AND WEIGHING NOT MORE THAN 210
DO NOT SEED WHEN GROUND IS EXCESSIVELY WET OR EXCESSIVELY DRY. AFTER SEEDING, ROLL B.
METHODS TO PROVIDE EVEN DISTRIBUTION OF SEED.
CORRUGATED ROLLER-SEEDER, APPROVED HAND OPERATED MECHANICAL SEEDER, OR OTHER APPROVED
ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER-DRAWN SEED DRILL, COMBINATION A.
SEQUENCE OF CONSTRUCTION ACTIVITIES
YEAR.
BROWNTOP MILLET SHALL BE USED IN SUMMER MONTHS AND RYE GRAIN DURING THE REMAINDER OF THE
AT THE RATE OF 400 POUNDS AND SEEDED AT THE RATE OF 50 POUNDS PER ACRE. GERMAN MILLET OR
FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR SEEDING AND MULCHING AND APPLIED
TEMPORARY SEEDING
THE SAME AMOUNT OF PLANT FOOD AS A 10-20-20 ANALYSIS AND AS DIRECTED.
PROVIDED THE 1-2-2 RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE
FERTILIZER SHALL BE 10-20-20 ANALYSIS. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED
CINDYLOUEPICBOREALABERDEEN
APPROVED CREEPING RED FESCUE CULTIVATARS
4000# LIMESTON4000# LIMESTONE
FERTILIZER500# FERTILIZER500#
GERMAN OR BROWN MILLET35# RYE GRAIN25#
SWITCHGRASS4# SWITHGRASS4#
LITTLE BLUESTEM8# LITTLE BLUESTEM8#
INDIAN GRASS6# INDIANGRASS6#
CREEPING RED FESCUE18# CREEPING RED FESCUE18#
MAY 1 - SEPTEMBER 28AUGUST 1 - JUNE 1
LIMESTONE SHALL BE AS STATED BELOW, ALL RATES ARE IN POUNDS PER ACRE.
THE KINDS OF SEEDS AND FERTILIZER, AND THE RATERS OF APPLICATION OF SEED, FERTILIZER, AN
MULCHING AND MATTING
APPROPRIATE MEANS. MAINTAIN AND PROTECT SLOPES FROM WEATHER-DAMAGE.
PROTECT SEEDED AREAS FROM DAMAGE BY BARRICADES, SIGNS, AND OTHER D.
OTHER TYPES OF MULCH AND ANCHORING METHODS MAY BE USED UPON APPROVAL BY THE ENGINEER.C.
TACKING STRAW MULCH.
GRADE RC-2 OR OTHER APPROVED EQUAL. AN APPROVED JUTE MESH OR NET MAY BE USED IN LIEU OF
FOR TACK USE AN ASPHALT TIE-DOWN OF EMULSIFIED ASPHALT GRADE AE-E OR CUT-BACK ASPHALT B.
USE TACK TO PREVENT DISRUPTION OF MULCH. 3.
STAPLES AT 5 FOOT INTERVALS, IMMEDIATELY AFTER SEEDING.
SLOPES GREATER THAN 5:1 MULCH WITH MATTING. PIN MATTING TO THE GROUND WITH WIRE 2.
THE RATE OF NOT LESS THAN 92 LBS. PER 1000 SQ.FT.
SLOPES FROM 5:1 OR FLATTER BY SPREADING A LIGHT COVER OF MULCH OVER SEEDED AREA AT 1.
THAN THE FOLLOWING:
APPLY MULCH OR MATTING AS REQUIRED TO RETAIN SOIL AND GRASS, BUT NO LESS A.
DATE:
3. INSTALL ROCK INLET SEDIMENT TRAP.
NPDES TABLE FOR SEEDING REQUIREMENTS.
19.SEED, STRAW, AND TACK AREAS THAT ARE TO BE GRADED TO THEIR FINAL DISPOSITION. SEE
18.ROUGH GRADE THE SITE.
DOWNSTREAM OF ALL PIPES SHALL REMAIN IN-PLACE UNTIL PERMANENT MEASURES ARE STABILIZED.
LIMITED TO THE EARTHWORK REQUIRED TO ACHIEVE SUBGRADE. EROSION CONTROL MEASURES
ADDITIONAL SILT FENCE DOWNSLOPE OF THE STOCKPILE. CONSTRUCTION WITHIN THE SITE SHALL BE
17.CLEAR, GRUB STRIP AND STOCKPILE TOPSOIL; TEMPORARILY STABILIZE STOCKPILE AND INSTALL
16. INSTALL TEMPORARY ROCK SILT CHECKS.
15.INSTALL SILT FENCE AND SILT FENCE OUTLET AT DESIGNATED LOCATIONS.
14.INSTALL INLET PROTECTION FOR EXISTING CURB INLETS AT DESIGNATED LOCATION.
13.INSTALL TREE PROTECTION/SILT FENCES AROUND THE TREE CONSERVATION AREAS.
THE ENGINEER.
12.CONSTRUCTION ENTRANCE LOCATION AND DIMENSIONS MAY NOT VARY WITHOUT PRIOR APPROVAL FROM
IS TO BE REMOVED PRIOR THE END OF THE WORKDAY OR ANY RAIN EVENT, WHICHEVER IS FIRST.
SILT WILL NOT BE TRACKED ONTO PAVED SURFACES. IF MUD IS TRACKED ONTO ROAD SURFACES, IT
ENTRANCE INSTALLATION. MAINTAIN THE CONSTRUCTION ENTRANCE DAILY TO ENSURE THAT MUD AND
LOCATION. TAKE CARE TO PREVENT SEDIMENT FROM LEAVING THE SITE DURING THE CONSTRUCTION
SUPPLIERS AND SUB-CONTRACTORS, SHALL ENTER AND LEAVE THE SITE ONLY AT THIS DESIGNATED
11.INSTALL TEMPORARY CONSTRUCTION ENTRANCE WHERE ALL CONSTRUCTION VEHICLES, INCLUDING
10.MARK LIMITS OF DISTURBANCE BY STAKING OUT.
OF CARRBORO SHALL BE CONTACTED PRIOR TO START OF ASSOCIATED CONSTRUCTION ACTIVITY.
CALL 919-791-4200 TO SCHEDULE A MEETING AND FOR NOTIFICATION OF PROJECT START UP. CITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES BEFORE LAND DISTURBING ACTIVITIES BEGIN.
ACTIVITIES. A MANDATORY PRE-CONSTRUCTION MEETING WILL ALSO BE REQUIRED WITH THE NCDEQ
9.A PRE-CONSTRUCTION CONFERENCE MUST BE HELD PRIOR TO THE START OF ANY CONSTRUCTION
FOR MONITORING.
CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE
DESIGNED. ALL EROSION & SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE
THAN 1/2 IN. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS
LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER
8.SELF-INSPECTION FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT
ALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN A PERMITS BOX.
WEBSITE. COMPLETE INSPECTION FORMS SHALL BE KEPT ON-SITE AND AVAILABLE FOR INSPECTION AT
MEASURES AND COMPLETE THE FOLLOWING COMBINED SELF-INSPECTION FORM FOUND ON THE DEMLR
7.THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND SEDIMENT CONTROL
AT ALL TIMES FOR INSPECTION.
SELF-INSPECTION RECORDS MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE
6.A COPY OF THE EROSION AND SEDIMENT CONTROL, PERMIT, A HARD COPY OF THE PLAN, AND ALL
ACTIVITIES REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE MAY BE PROCEED.
MEASURE, ALL OTHER MEASURES SHALL BE INSTALLED FIRST, THE NECESSARY LAND DISTURBANCE
SHOWN ON THE CONTRACT DRAWINGS, IF CLEARING IS REQUIRED FOR INSTALLATION OF A GIVEN
ALL APPLICABLE EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED IN LOCATIONS AS
5.NO CLEARING, DEMOLITION, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL
ACTIVITIES BEGIN.
ELEVATION OF EXISTING UTILITIES PRIOR TO DEMOLITION, CONSTRUCTION, OR LAND DISTURBANCE
4.UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. CONTRACTOR SHALL VERIFY LOCATION AND
MAINTAIN THESES RECORDS IN THE PERMIT BOX FOR AUDIT BY REGULATORY AGENCIES.
3.INSTALL RAIN GUAGE ON SITE TO FACILITATE RAINFALL MONITORING. THE CONTRACTOR SHALL
DRAINAGE PATTERNS SHALL BE SUBMITTED TO NCDEQ FOR PERMIT MODIFICATION.
ANY CHANGES TO PROJECT DESIGN THAT RESULT IN ADDITIONAL DISTURBANCE, OR CHANGE THE
ENTRANCE AND MAINTAIN COPIES OF THE PROJECT EROSION CONTROL PERMITS IN THE PERMITS BOX.
2.THE CONTRACTOR SHALL POST THE SEDIMENTATION CERTIFICATE OF APPROVAL AT THE CONSTRUCTION
PERMITS BOX, AND ACCESSIBLE DURING CONSTRUCTION.
PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A
e-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC
OUT THE ELECTRONIC NOTICE OF INTENT (e-NOI) FORM AT DEQ.NC.GOV/NCG01. PLEASE NOTE, THE
OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. THE COC CAN BE OBTAINED BY FILLING
1.EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE
CLEARING AND GRUBBING STAGE
GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE e-NOT HAS BEEN FILLED OUT.
DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT). A $100 ANNUAL
THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT
CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN BY CALLING 919-791-4200. AFTER DEMLR INFORMS
THE CONTRACTOR ON-SITE AT ALL TIMES. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL
APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF ALL PERMITS SHALL BE MAINTAINED BY
6.CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH ALL PERMITS AND PLANS ANY CHANGES SHALL BE
CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING DRAINAGE AREAS ARE VEGETATED AND STABILIZED.
5.PERMITER EROSION CONTROL DEVICES AND INLET PROTECTION DEVICES TO REMAIN IN PLACE UNTIL
PROTECTION ONCE FINAL GRADING IS COMPLETE.
4.SEED, STRAW, AND TACK AREAS ONCE FINAL GRADING IS COMPLETED. UNINSTALL INLET
2.ROADWAY CONSTRUCTION AND UTILITY INSTALLATION MAY BEGIN.
NEEDED.
1.INSPECT ALL PERIMETER EROSION CONTROL MEASURES AND REPAIR OR REPLACE MEASURES AS
FINAL GRADING PHASE
(3) TD
(1) AB
(1) CCF
(1) MGK
(9) VOS
(3) MC
(5) VNW
(9) VOS
(1) CCF
(1) MGK
(1) AB
(2) MC
(5) VNW
(3) MC
(3) VNW
(3) MC
(3) VNW
(3) VNW
(5) MC
(3) VNW
(5) MC
(5) IO
5'5'5'5'5'REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
1223 Jones Franklin Rd.
Raleigh, N.C. 27606
License No. F-0377
Bus: 919 851 8077
Fax: [phone]
ETHERILL
ENGINEERING
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETEDJONES CREEK GREENWAY301 W. MAIN ST.
CARRBORO, NC 27510
919-918-7325
CONTACT:
TINA MOON
PLANNING ADMINISTRATOR
FEBRUARY 5, 2021TIP #C-51815410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
www.timmons.com
S:\334\42040-JonesCreekGreenway\DWG\Sheet\CD\42040-334L-1.0-PLNT.dwg | Plotted on 2/4/2021 1:57 PM | by Stephanie DavisLANDSCAPE PLANL-1.0
1"=20'
BEDLINE
BEDLINE
BEDLINES
TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT
AB 2 ACER RUBRUM `BRANDYWINE`BRANDYWINE RED MAPLE 3" CAL.B&B
CCF 2 CERCIS CANADENSIS `FOREST PANSY`FOREST PANSY EASTERN REDBUD 8` HT. MIN.B&B OR CONTAINER
IO 5 ILEX OPACA AMERICAN HOLLY 8` HT. MIN.B&B
MGK 2 MAGNOLIA GRANDIFLORA `KAY PARRIS`KAY PARRIS MAGNOLIA 8` HT, MIN B&B
TD 3 TAXODIUM DISTICHUM BALD CYPRESS 3" CAL.B&B
SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT
MC 21 MYRICA CERIFERA WAX MYRTLE 24" HT./SPRD.CONTAINER
VNW 22 VIBURNUM NUDUM `WINTERTHUR`WINTERTHUR VIBURNUM 24" HT./SPRD.CONTAINER
VOS 18 VIBURNUM OBOVATUM `MRS. SCHILLERS DELIGHT`MRS. SCHILLERS DELIGHT WALTER`S VIBURNUM 24" HT./SPRD.CONTAINER
PLANT SCHEDULE 1.ALL PLANT MATERIALS TO COMPLY WITH AMERICAN STANDARD FOR NURSERY STOCK
ANSI.Z60.
2.CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPE
CONTRACTOR LICENSED IN THE STATE OF NORTH CAROLINA.
3.LANDSCAPE ARCHITECT TO APPROVE BED LAYOUT IN FIELD.
4.SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH PRIOR
APPROVAL BY LANDSCAPE ARCHITECT.
5.PREPARE PLANT BEDS PER SPECIFICATIONS.
6.INSTALL PLANTS AND MULCH BEDS WITH 3" OF TRIPLE-SHREDDED HARDWOOD MULCH.
7.ALL DISTURBED AREAS NOT NOTED FOR PLANT BEDS OR PAVING TO BE STABILIZED AT
THE DIRECTION OF THE LANDSCAPE ARCHITECT AND/OR ENGINEER AND SHALL BE
PERMANENTLY SEEDED WITH BERMUDA SEED TURF GRASS.
8.CONTRACTOR TO MAINTAIN PLANT MATERIAL PER SPECIFICATIONS.
9.AREAS DAMAGED BY LANDSCAPE CONTRACTOR TO BE REPAIRED AT NO ADDITIONAL
COST TO OWNER.
10.ANY EXISTING VEGETATION, NOT INVOLVED IN NEW CONSTRUCTION, SHALL BE ISOLATED
AND PROTECTED BY TREE PROTECTION FENCING.
11.CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS FREE OF FIRE ANTS PRIOR
TO INSTALLATION.
12.FOR NATURALIZED AREAS, CONTRACTOR TO GRADE SMOOTH AND UNIFORM, REMOVE
ALL DEBRIS, STICKS, STONES, ETC., AND COVER WITH PINE STRAW MULCH.
GENERAL PLANTING NOTES:
NAD 83
0 40'
SCALE 1"=20'
20'
BEDLINES
BEDLINE
NOT F
OR
CONSTRUCTI
ON
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
1223 Jones Franklin Rd.
Raleigh, N.C. 27606
License No. F-0377
Bus: 919 851 8077
Fax: [phone]
ETHERILL
ENGINEERING
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETEDJONES CREEK GREENWAY301 W. MAIN ST.
CARRBORO, NC 27510
919-918-7325
CONTACT:
TINA MOON
PLANNING ADMINISTRATOR
FEBRUARY 5, 2021TIP #C-51815410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
www.timmons.com
S:\334\42040-JonesCreekGreenway\DWG\Sheet\CD\42040-334L-1.0-PLNT.dwg | Plotted on 2/4/2021 1:58 PM | by Stephanie Davis3 X ROOTBALL
DIAMETER
PLAN VIEW
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS-BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP 13 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
1" COMPOST LAYER
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
3-2"x2" HARDWOOD STAKES
12 GAUGE GALVANIZED WIRE
ROOT BALL
DECIDUOUS TREE PLANTING1
NOTES:
1.Tree shall have same relation to grade
as it had in nursery
NEVER CUT LEADER
RUBBER HOSES 2/3 UP TREE
GUY WIRES W/ TURNBUCKLES;
(2) PER TREE
(2) STAKES PER TREE
3" MULCH
ROTOTILLED NATIVE SOIL;
AMEND PER SPECS
SAUCER AROUND PIT
CUT AND REMOVE BURLAP
FROM TOP 1/3 OF ROOT BALL
SCARIFY SUBGRADE
EVERGREEN PLANTING2
PRUNE AND THIN DECIDUOUS SHRUBS
APPROX. 1/2 OF INITIAL BRANCHES
TO COMPENSATE FOR LOSS OF ROOTS
WHILE DIGGING. FOLLOWING PRUNING
PLANT SHALL MEET SPECIFIED SIZE.
3" MULCH MIN. PER SPECS
4" EARTH BERM TO FORM SAUCER
REMOVE ALL METAL/PLASTIC CONT.
PRIOR TO PLANTING. SLICE FIBER
ROOTS IN THREE PLACES TO ALLOW
ROOT GROWTH. LOOSEN BURLAP
AT STEM/ALLOW IT TO REMAIN ON BALL.
TAMPS OR WATER TOPSOIL MIXTURE
AT 6" INTERVALS
NOTES:
1. Soil mix: 1/3 organic matter, 2/3 exist soil.
2. Width of plant pit: sandy soil, 24" wider than plant ball; clay soil, 12" wider than plant ball
3. For planting areas where soil has been com-pacted by equip. contact LA prior to planting.
4. For camellias, rhodos, azaleas, and laurels: soil mix, 2/3 organic and 1/3 existing soil
5. Shrub shall bear same relationship to grade as it did prior to digging.
SHRUB PLANTING3
MIN. 12 1/2 GA.
INTERMEDIATE
WIRES
HI-VIS ORANGE
SILT FENCE FABRIC
INSTALLED TO
SECOND WIRE
FROM TOP
MIN. 10 GA. LINE WIRES
MIN. 10 GA. LINE WIRES
TREE PROTECTION
AREA DO NOT ENTER
8' MAX.
NOTES:
1.Do not disturb tree conservation areas.
2.Clean out at 50% capacity.
3.Fencing life is 6-9 months.
4.Warning signs to be made of a durable weatherproof
material with minimum 3" high letters that are clearly
legible and spaced as detailed.
5.Maintain fence throughout life of project.
6.End of silt fence is to be turned uphill. The flow of
water should not run parallel to the fence.
7.Additional signs may be required based on field
conditions.
8.Attach signs securely to fence posts and fabric.
9.Signs to be placed at each end of linear tree protection
areas and 50' on center thereafter. No less than 1 sign
per tree protection area.
TREE PROTECTION
3'-4"
1'-6"
AREA DO NOT ENTER
4"
3"
4"
4"
3"
SIDE VIEW
3'
26"
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE GEOTEXTILE
FABRIC
FILL SLOPE
GRADE
6" MIN. COVER
OVER SKIRT
ANCHOR SKIRT AS
DIRECTED BY ENGINEER
COMBINATION SILT & TREE PROTECTION FENCE4 LANDSCAPE DETAILSL-1.1
AS SHOWN
TRUNK CALIPER SHALL
MEET ANSI Z60 CURRENT
EDITION FOR ROOT BALL SIZE.
ROUND-TOPPED SOIL
BERM 4" HIGH X 8" WIDE
ABOVE ROOT BALL SURFACE SHALL
BE CENTERED ON THE DOWNHILL
SIDE OF THE ROOT BALL FOR 240°.
BERM SHALL BEGIN AT ROOT BALL
PERIPHERY.
ORIGINAL GRADE.
BOTTOM OF ROOT BALL RESTS ON
EXISTING OR RECOMPACTED SOIL.
CENTRAL LEADER. (SEE CROWN
OBSERVATIONS DETAIL).
SECTION VIEW
ORIGINAL SLOPE SHOULD PASS
THROUGH THE POINT WHERE THE
TRUNK BASE MEETS
SUBSTRATE/SOIL.
4" LAYER OF MULCH. NO MORE
THAN 1" OF MULCH ON TOP OF ROOT
BALL. (SEE SPECIFICATIONS FOR
MULCH).
MODIFIED SOIL. DEPTH VARIES.
ROOT BALL MODIFIED
AS REQUIRED.
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOT BALL IN 6"
LIFTS TO BRACE TREE. DO NOT OVER
COMPACT. WHEN THE PLANTING
HOLE HAS BEEN BACKFILLED, POUR
WATER AROUND THE ROOT BALL TO
SETTLE THE SOIL.
NOTES:
1.TREES SHALL BE OF QUALITY
PRESCRIBED IN CROWN OBSERVATIONS
AND ROOT OBSERVATIONS DETAILS
AND SPECIFICATIONS.
2.SEE SPECIFICATIONS FOR FURTHER
REQUIREMENTS RELATED TO THIS
DETAIL.
TREE PLANTING ON SLOPE6SHRUB ON SLOPE 5% (20:1) TO 50% (2:1) - MODIFIED SOIL
3/4" = 1'-0"
Notes:
1- Shrubs shall be of quality as prescribed in the root observations detail and specification.
2- See specifications for further requirements related to this detail.
Shrub.
Root ball.
4" high x 8" wide round - topped soil berm
above root ball surface shall be centered
on the downhill side of the root ball for
240°. Berm shall begin at root ball
periphery.
4" layer of mulch.
No more than 1" of
mulch on top of
root ball. (See
specifications for
mulch).
Prior to mulching, lightly tamp soil around
the root ball in 6" lifts to brace shrub. Do
not over compact. When the planting hole
has been backfilled, pour water around the
root ball to settle the soil.
Original slope should
pass through the
point where the trunk
meets substrate/soil.
Modified soil.
Depth varies. (See
specifications for soil
modification).
Bottom of root ball
rests on existing or
recompacted soil.
Existing soil.
SECTION VIEW
FX-PL-FX-SHRB-01
5
NOT F
OR
CONSTRUCTI
ON
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
OCTOBER 19, 2020
494.70
0.01
PGL EL. =494.70
493.47
0.00 4
:14:1
PGL EL. =494.05
489.33
0.02
PGL EL. =492.81
3:13:1
488.59
0.02
PGL EL. =491.56
3:13:1
488.78
0.02
3:1PGL EL. =490.31
3:1
487.89
0.02
4
:14:1
PGL EL. =489.06
486.70
0.02
3:14:1
PGL EL. =487.81
485.58
0.02
3:14:1
PGL EL. =486.56
485.21
0.02
4
:14:1
PGL EL. =485.62
484.44
0.02
3:14:1
PGL EL. =485.31
483.69
0.02
2:12:1
PGL EL. =485.61
483.35
0.02
2:12:1
PGL EL. =485.85
482.25
0.01
2:12:1
PGL EL. =486.11
EX. ESMT.
00
00
55
55
1010
1010
1515
1515
490 490
495 495
490 490
495 495
485 485
490 490
495 495
485 485
490 490
495 495
00
00
55
55
1010
1010
1515
1515
485 485
490 490
485 485
490 490
485 485
490 490
480 480
485 485
490 490
480 480
485 485
490 490
00
00
55
55
1010
1010
1515
1515
480 480
485 485
480 480
485 485
490 490
480 480
485 485
490 490
480 480
485 485
490 490
X-1-L--L--L-
12+25.00
11+00.00
13+00.00
12+00.00
10+75.00
12+87.00
11+75.00
10+50.00
12+75.0011+50.00
12+50.0011+25.00
10+34.72
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
OCTOBER 19, 2020
481.66
0.01
2:12:1
PGL EL. =486.25EX. ESMT.
481.25
WALL WALL
RAIL
SAFETY
RAIL
SAFETY
0.00
PGL EL. =486.55EX. ESMT.EX. ESMT.
480.69
EX. ESMT.EX. ESMT.
480.53
EX. ESMT.
EX. ESMT.
484.06
WALLWALL
RAIL
SAFETY
RAIL
SAFETY
0.00
PGL EL. =487.95
EX. ESMT.EX. ESMT.
485.43
0.00
2:12:1
PGL EL. =488.11
EX. ESMT.EX. ESMT.
488.87
0.024:1PGL EL. =488.81
4:1
EX. ESMT.EX. ESMT.
491.63
0.02 50:13:1PGL EL. =489.81
EX. ESMT.
EX. ESMT.
492.05
0.02 50:13:1PGL EL. =490.81
EX. ESMT.
EX. ESMT.
492.67
0.02 50:13:1PGL EL. =491.81
EX. ESMT.
EX. ESMT.
492.74
0.02
4:13:1PGL EL. =492.81
EX. ESMT.
EX. ESMT.
493.45
0.02
3:13:1PGL EL. =493.74
EX. ESMT.
EX. ESMT.
00
00
55
55
1010
1010
1515
1515
480 480
485 485
490 490
480 480
485 485
490 490
475 475
480 480
485 485
475 475
480 480
485 485
00
00
55
55
1010
1010
1515
1515
480 480
485 485
490 490
485 485
490 490
485 485
490 490
485 485
490 490
00
00
55
55
1010
1010
1515
1515
485 485
490 490
495 495
485 485
490 490
495 495
485 485
490 490
495 495
485 485
490 490
495 495
X-2-L--L--L-
13+75.00
15+50.00
14+50.00
13+50.00
15+25.00
14+25.00
13+22.00
14+00.00
15+00.00
13+07.00
13+92.00 14+75.00
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
OCTOBER 19, 2020494.32
0.02
3:13:1PGL EL. =494.47
EX. ESMT.
EX. ESMT.
494.49
0.02
3:13:1PGL EL. =494.99
EX. ESMT.
EX. ESMT.
494.63
0.02
3:13:1PGL EL. =495.31
EX. ESMT.
EX. ESMT.
494.93
0.02
3:13:1PGL EL. =495.41
EX. ESMT.
EX. ESMT.
494.99
0.02
3:13:1PGL EL. =495.31
EX. ESMT.
EX. ESMT.
494.88
0.02
3:13:1PGL EL. =494.99
EX. ESMT.
EX. ESMT.
494.63
0.02
3:13:1PGL EL. =494.47
EX. ESMT.
EX. ESMT.
493.90
0.02
3:13:1PGL EL. =493.74
EX. ESMT.
EX. ESMT.
492.88
0.02
3:13:1PGL EL. =492.81
EX. ESMT.
EX. ESMT.
00
00
55
55
1010
1010
1515
1515
485 485
490 490
495 495
500 500
485 485
490 490
495 495
500 500
485 485
490 490
495 495
500 500
00
00
55
55
1010
1010
1515
1515
485 485
490 490
495 495
500 500
485 485
490 490
495 495
500 500
485 485
490 490
495 495
500 500
00
00
55
55
1010
1010
1515
1515
485 485
490 490
495 495
500 500
485 485
490 490
495 495
500 500
485 485
490 490
495 495
500 500
X-3-L--L--L-
17+75.0017+00.0016+25.00
17+50.0016+00.00 16+75.00
17+25.0015+75.00 16+50.00
REVISIONS:
NO.DATE
SCALE:
DATE:
WEI PROJECT NO.:
19336.01
PLANS PREPARED BY:
Fax: [phone]
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
ENGINEERING
ETHERILL
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED GREENWAYJONES CREEKTIP #C-5181PLANNING ADMINISTRATOR
TINA MOON
CONTACT:
919-918-7325
CARRBORO, NC 27510
301 W. MAIN ST.
OCTOBER 19, 2020
491.36
0.02
3:13:1PGL EL. =491.99
491.54
0.02
3:13:1PGL EL. =491.72
491.77
0.02
3:13:1PGL EL. =491.80
00
00
55
55
1010
1010
1515
1515
485 485
490 490
495 495
500 500
485 485
490 490
495 495
500 500
485 485
490 490
495 495
500 500
X-4-L-
18+43.00
18+25.00
18+00.00