20121055 Ver 3_03_EB5539_Construction_Revision_(2020-12-04)_20201214

AIRPORT
LimitCityCit
yCity
Li
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LimitVICINITY MAP
11/24/2020K:\RAL_Roadway\012654005 - EB-5539\Plan\Plan Sheets\eb5539_tsh.dgn

GRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
0
0
0
2010
42
1
SHEET NO.PROJECT REFERENCE NO.NAD 83PROFESSION
A
LE
NG INE ER
N ORTH CARO
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CARO
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
EB-5539
OWNER:
ENGINEER:
[e-mail]
919.677.2000
JEFFREY W. MOORE, P.E.
CARY, NC 27513
3001 WESTON PARKWAY
KIMLEY-HORN AND ASSOCIATES, INC.
SURVEYOR:
GEOTECHNICAL:
MAYOR
ALLEN THOMAS
2010
[e-mail]
252.329.4467
LYNN RAYNOR, P.E.
GREENVILLE, NC 27834
1500 BEATTY STREET
CITY OF GREENVILLE
C 2017
CITY OF GREENVILLE
PHASE 3 (EB-5539)
SOUTH TAR RIVER GREENWAY,
[e-mail]
919.380.8750
FRANK MUNDY, PLS
RALEIGH, NC 27601
SUITE 400
421 FAYETTEVILLE STREET
STEWART
[e-mail]
919.871.0800
CHRISTOPHER V. NORVILLE, P.E.
RALEIGH, NC 27607
SUITE 110
1210 TRINITY ROAD
FALCON ENGINEERING, INC.
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
CITY MANAGER
ANN E. WALL
TO NASH STREET (FUTURE CONSTRUCTION)
PHASE 3B - FROM MOYE BOULEVARD
THE EXISTING SOUTH TAR RIVER GREENWAY NEAR PITT STREET
PHASE 3A - FROM NASH STREET TO THE WESTERN TERMINUS OF
PROJECT
BEGIN
INDEX OF SHEETS
SHEET NO.DESCRIPTION
TITLE SHEET1
GRADING AND EROSION CONTROL PLANS
MULTI-USE PATH AND DRAINAGE PLANS
MULTI-USE PATH AND ROADWAY CROSS SECTIONS
13
13
GREENE STAIRPORT
PITT-GREENVILLE
(43
COLON
IAL
AVE
MOYE BLVDNASH STCADILLAC STHUDSON STFORD STVANCE STCSXCOLONIAL AVE
123
4 5
67
89 1011
12
13
14
15
16
TAR RIVER
TAR RIVER
PROJECT
END
MEMORIAL DRCD-1 TO CD-6
C-1 TO C-16
EC-1A TO EC-24
THIRD ST
2 CONVENTIONAL SYMBOLSMEMORIAL DR (US-13/NC-11)X-1 TO X-23
-L2- STA 50+00.00
-L1- STA 40+00.00=
-L3- STA 76+00.00
-L2- STA 66+00.66=
-L4- STA 108+00.00
-L3- STA 98+75.00=(SR 1546)TYSON STPITT ST (SR 1611)FA
IRFAX
AVE
CONTENTNEA STSTREETS UNLESS OTHERWISE NOTED
ALL ROADS ARE CITY OF GREENVILLE DAVIS STWHITE STSTUTZ STCHARLES BLVDW 5TH ST
RDSTANTONSBURG
FA
IRFAX
AVEC SXPITT STCONTENTNEA STNASH STMOYE BLVDDICKINSON AVE
E
10TH
ST
GREENVILLE BLVD SE
E 5TH ST
S ELM STT
HI
RD
S
T
FAIRFAX AVENUE TRAILHEAD PLAN AND DETAILSL-1 TO L-3
S-1 TO S-24B STRUCTURE PLANS AND DETAILS
FAIRFAX TRAILHEAD
PHASE 3B PHASE 3A
-L2- STA 52+54.52
BEGIN PEDESTRIAN BRIDGE
-L2- STA 53+23.58
END PEDESTRIAN BRIDGE
PROJECT NOTES AND CONSTRUCTION DETAILS
W. CONLEY ST
PLANT STPHASE)
(FUTURE
-L1- STA 10+08.86
PROJECT EB-5539, PHASE 3B
-L2- STA 64+68.00
BEGIN PROJECT EB-5539, PHASE 3A
-L4- STA 126+16.33
END PROJECT EB-5539, PHASE 3A
FUTURE CONSTRUCTION
PHASE 3B
ARE NOT APPLICABLE TO THIS PROJECT.
PHASE 3A (-L2- Sta. 64+68.00 TO -L4- 126+16.33)
ALL REFERENCES TO WORK OUTSIDE OF
-L3A- STA 81+58.18 (AH)
-L3- STA 81+58.18 (BK) =
-L3- STA 84+54.57 (AH)
-L3A- STA 84+42.36 (BK) =10+0015+0025+00 30+0035+00-L1- 40 +0080+0085+0090+0095+00110+00115+00120+00-L2- 50+00-L2- 50+0055+0065+00125+0030+00DocuSign Envelope ID: B47A6A7A-CF31-4BA7-B774-8373192C25E2
12/3/2020
23LS
GVWV18PO
30"OAK
36QP
18QP
16LS
15TREE60.00'60.00'N84°41'43"W 240.00' TOTAL40.00'40.00'40.00'S05°18'17"W
S05°18'17"WS05°18'17"W 130.00'S05°18'17"W 125.00'
20.00'
N05°18'17"E
N84°41'43"W 40.00'S05°18'17"W
EIPEIPEIPEIP18"DI
P18"DI
P18"DIP
8"DIP(40' PUBLIC R/W)(40' PUBLIC R/W)SSSSS1SBD
1SBD
INV=17.41'�
R=33.31'
INV=17.17'�
R=32.87'
HUDSON STREET
FAIRFAX AVENUEINV=34.50'�
R=41.90'
OUT=35.67'
IN(18")=35.77'
IN(12")=39.42'
R=41.77'OUT=39.71'
TC=42.21'
1SBD
1SBD
1SBD
18"CLAY12"RCP
6'CLF
6'CLF
INV=17.98'�
R=36.08'4" UNK PER GIS4" UNK PER GIS6" TERRA COTTA PER GIS15"VCP15"VCP15"VCPE:2478989.518'
N:683255.758'
EL:41.26'
TRAV-19-PKS
E:2479030.196'
N:683499.871'
EL:32.81'
TRAV-20-NL
N/F
JESSIE GRIMES HARRIS
DB 176, PG 778
MB 3, PG 188
PARCEL 09249
NC PIN 4678-83-8373
N/F
THE EVANS COMPANY
DB K-48, PG 439
MB 3, PG 188
PARCEL 20420
NC PIN 4678-83-9303
N/F
MILDRED ELLIOT
MB 3, PG 188
PARCEL 28156
NC PIN 4678-83-9283
N/F
MCMILLAN
MB 3, PG 188
PARCEL 21493
NC PIN 4678-83-9384 N/F
JOSIE MARIE HOPKINS
DB V-42, PG 113
MB 3, PG 188
PARCEL 01356
NC PIN 4678-93-0554
N/F
LILLIAN WHITE
FREEMAN EDWARDS
DB U-36, PG 377
MB 3, PG 188
PARCEL 06784
NC PIN 4678-93-0514
EXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/W
EXIST R/W
12
13
14
15
11
EXIST R/W
12
LUCINDA
DB 3033, PG 269
CITY OF GREENVILLE
0
0
HORIZ
VERT
2010
42
11/24/2020K:\RAL_Roadway\012654005 - EB-5539\Plan\Plan Sheets\eb5539_psh10.dgnPROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:PROFESSION
A
LE
NG INE ER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
0012654005PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]Copyright Kimley-Horn and Associates, Inc., 2017
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
PHASE 3 (EB-5539)
SOUTH TAR RIVER GREENWAY,
C-10
NAD 83
24
28
32
36
40
44
48 48
44
40
36
32
28
24
DRAINAGE PLAN
MULTI-USE PATH AND
MATCH LINE -L3- STA 79+00 (SEE SHEET C-9)
79 80 81 82 83
SEE SHEET L-1
FOR TRAIL HEAD AND CONSTRUCTION STAGING
2. PORTION OF PROPERTY TO BE ACQUIRED
WITH CITY PRIOR TO CLEARING.
CONTRACTOR TO COORDINATE TREE RETAINAGE
FOR ALL TREES NOTED TO BE RETAINED,
TO BE REMOVED UNLESS NOTED OTHERWISE.
1. ALL TREES WITHIN PERMANENT EASEMENT
NOTES:
FOR FAIRFAX AVENUE TRAILHEAD PLANS, SEE SHEETS L-1 THRU L-3MATCH LINE -L3A- STA 83+75 (SEE SHEET C-11)
81+58.18
EST 8 SY GFD
EST 3 TONS
OUTLET PROTECTION
CLASS 'B' RIP RAP
EST 6 SY GFD
EST 3 TONS
OUTLET PROTECTION
CLASS 'B' RIP RAP
28 LF - 15" RCP-IV
24" RCP
EXISTING
RETAIN
SYSTEM
EXISTING
RETAIN
EST 25 SY PSRM
SEE DETAIL 2/ 2A-3
SPECIAL LATERAL 'V' DITCH
RETAIN
TOP = 22.3' (APPROX.)
6" TERRA COTTA SEWER
INV= 30.2'
15" RCP
1004
1002 1003
1001 OINV OUT (W) = 30.0'
INV IN (N) = 30.0'
TOC = 34.0'
STA. 81+87 -L3- 33.8' RT
840.03, TYPE E
NCDOT STD 840.01 &
PROPOSED CB
FOR PHASE 3A)
(INCIDENTAL TO LS GRADING
SEDIMENT FROM ROADBED
CONTRACTOR TO REMOVE EXIST
S = 13.2%
STA. 81+50 -L3- 19.4' LT
INV OUT = 27.3'
STA. 81+50 -L3- 11.6' RT
INV IN = 31.4'
W/ TWO END SECTIONS
20 LF - 18" CMP
TOC = 33.8', INV = 30.3'
STA. 82+20 -L3- 29.1' RT
COG STD 411.03
NCDOT STD 840.03, TYPE E
PROPOSED CBS = 1.1%
STA. 81+72 -L3A- 18.77' LT
INV OUT = 29.5'
(SEE DETAIL 3/2A-6)
44 LF - 15" RCP-IV W/ FES
PI = 79+58.50
EL = 42.09'
(+)1.1021%
VC = 110'
GRADE
PROPOSED
GROUND
EXISTING
-L3-
STRUCTURE HYDRAULIC DATA
=
=
=
=
=
10
100 YRS
CFS
FT
YRS
CFS
DESIGN HW ELEVATION
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
BASE FREQUENCY
32 LF - 18" CMP CROSS PIPE
2.25
32.35
2.98
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION =
=
=
=
>100
FT
YRS
CFS
FT32.49
>8.68
33.78
ELEV = 33.36'
-L3- STA 81+00
DITCH GRADE RT
BEGIN SPECIAL
ELEV = 31.40'
-L3- STA 81+50
DITCH GRADE RT
END SPECIAL
3
.92% (RT
)PI = 81+53.00
EL = 32.37'(-)4.
9
974%
(+)1.0311%
VC = 190'(-)4.997
4%
ELEV = 33.70'
-L3A- STA 81+58.18 (AH)
-L3- STA 81+58.18 (BK) =
BEGIN -L3A- GRADE
END -L3- GRADE
-L3A-
ELEV = 29.9'
-L3- STA 81+50
PROP 18" CMP
ELEV = 29.7'
-L3A- STA 81+83
PROP 15" RCP
K = 18
K = 32 500 YR100 YRFLOOD
WAY
100 YR
GREENWAY EASEMENT
20' PERMANENT
+00
00
+25
01
+87.9310'10'
+12.03
MANHOLE
SANITARY SEWER
RETAIN EXIST
500 YR
F-F
34.5'
AT EXISTING ELEVATION
PROPOSED 2' CURB AND GUTTER
-L3- PC Sta. 79+19.04
PI Sta 80+85.05
D
L = 23.19'
T = 11.65'
R = 100.00'
PI Sta 79+59.09
D
L = 62.88'
T = 40.05'
R = 40.00'
-L3-
-L3- PC Sta. 80+73.41
-L3- PRC Sta. 80+96.60
-L3- PT Sta. 81+26.78
EASEMENT
TEMPORARY CONSTRUCTION-L3- PT Sta. 79+81.92
+50 02 80+00EASEMENT
DRAINAGE
PERMANENT
-L3-
SEE NOTE 2
42.93' RT
-L3- STA. 79+61.53
CURB & GUTTER
TIE TO EXISTING
R=41'
CURVE WIDENING
12.49'+50.48
SHOULDERS
WITH 2' GRAVEL
MULTI-USE PATH
10'-WIDE ASPHALT9'6'PER DETAIL 2/2A-4 (TYP)
INSTALL WOOD BOLLARDS
REMOVE TREE
SEWER MANHOLE
RETAIN EXISTING SANITARY
(SEE DETAIL 4/2A-3)
CONDUITS (TYP)
AND PROPOSED 2-2"
(APPROX. 300' SPACING)
PROPOSED HANDHOLE
TRAILHEAD
FAIRFAX AVE
BID ALTERNATE 2
F-F
28'
-L3A- PC Sta. 81+58.18 (AH)
-L3- POT Sta. 81+58.18 (BK) =-L3A-
-L3A- PT Sta. 82+28.62
-L3A- PRC Sta. 81+92.51
-L3A- PC Sta. 82+44.47
-L3A- PT Sta. 82+83.95
-L3A- PC Sta. 83+45.64
PI Sta 81+76.05
D
L = 34.33'
T = 17.87'
R = 50.00'
PI Sta 82+11.39
D
L = 36.10'
T = 18.88'
R = 50.00'
PI Sta 82+65.30
D
L = 39.47'
T = 20.83'
R = 50.00'
PI Sta 83+95.75
D
L = 96.72'
T = 50.11'
R = 150.00'
2' C&G
PROP
-L3-
PI Sta 81+11.74
L = 30.18'
T = 15.14'
R = 150.00'
D-L3A-W1-1L
18" X 18"
W1-1R
18" X 18"
W7-5
-L3- STA 79+82 LT
-L3- STA 79+82 RT
-L3- STA 79+15 RT
18" X 18"South Tar RiverGreenwaySouth Tar RiverGREENVILLE GREENWAYSBikes yield to pedestrians.Trail closes at dusk.No motorized vehicles.after pets.Keep pets on leash. Clean upwith a friend.For your safety, always walkTrail Rules:GreenwayFairfax Avenue Trailheadagain soon.greenwayPlease visit yourParks close at dusk.For park information, call 252.329.4567GREENVILLE GREENWAYSTrailheadFairfax AvenueLEAVING SIGN
24" X 36"
WITH TRAIL RULES
ENTRANCE SIGN
24" X 36"
-L3- STA 83+60 RT
F
F
C
F
F
F
C
C
F
F F
F CCF
F FFF
C
DocuSign Envelope ID: B47A6A7A-CF31-4BA7-B774-8373192C25E2
12/3/2020
60TREE
30FG
24QP
17QP
15TREE
15FG
21QP15QP15LS 30TREE
41QP
46FG
25QA
17QAS05°18'17"WS05°18'17"WS05°18'17"WS05°18'17"WS05°18'17"WS05°18'17"WS05°18'17"WS05°18'17"WN84°41
'43"W
125
.00
'N51°31'24"E 90.01'18"CPP18"RCP18"DIP
18"DIP
18"DIP
S
S
S
S
1SBD
INV=16.64'�
R=35.14'
GATE
OUT=30.03'
IN=30.08'
R=33.43'
INV=16.13'�
R=31.63'
INV=15.27'�
R=27.97'
INV=14.84'�
R=27.44'
(40' PUBLIC R/W)
FORD STREET
EDGE OF WATER
6" CIP PER GIS15"VCP
15"VCP
15"VCP
6'WOOD
FENCE
INV=12.39'
(PIPE BEND)
INV=16.28'18"CPPE:2479170.792'
N:683679.296'
EL:31.91'
TRAV-21-NL
E:2479296.004'
N:683662.351'
EL:28.53'
TRAV-22-NL
ALIGNMENT
E:2479479.329'
N:683714.275'
EL:9.28'
TRAV-23-NL
E:2479702.338'
N:683688.618'
EL:12.72'
TRAV-24-NL
N/F
CITY OF GREENVILLE
MB 3, PG 188
PARCEL 04356
NC PIN 4678-93-1523
N/F
MARION AUGUSTA
FREEMAN HEIRS
MB 3, PG 188
PARCEL 08012
NC PIN 4678-93-1572
N/F
INDY II, LLC
DB 585, PG 720
MB 3, PG 188
PARCEL 20294
NC PIN 4678-93-2512
N/F
EDWARD ALLEN
TURNAGE
DB 1194, PG 701
MB 3, PG 188
PARCEL 07073
NC PIN 4678-93-3428
N/F
LEONARD R. HIGNITE &
VICTOR NG
DB G-52, PG 555
MB 3, PG 188
PARCEL 18064
NC PIN 4678-93-3640
N/F
LEONARD R. HIGNITE &
VICTOR NG
DB G-52, PG 555
MB 3, PG 188
PARCEL 18063
NC PIN 4678-93-4576
N/F
VIRGINIA CAROLINAS
LAND CORPORATION
DB H-13, PG 16
MB 15, PG 7
PARCEL 33857
NC PIN 4688-03-3648
N/F
MARY FREEMAN HEIRS
DB U-36, PG 356
MB 3, PG 188
PARCEL 20463
NC PIN 4678-93-0593
16
17
18
19
19
20
GREENVILLE
CITY OFN/FJOSIE MARIE HOPKINSDB V-42, PG 113MB 3, PG 188PARCEL 01356NC PIN 4678-93-055415
0
0
HORIZ
VERT
2010
42
11/24/2020K:\RAL_Roadway\012654005 - EB-5539\Plan\Plan Sheets\eb5539_psh11.dgnPROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:PROFESSION
A
LE
NG INE ER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
0012654005PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]Copyright Kimley-Horn and Associates, Inc., 2017
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
PHASE 3 (EB-5539)
SOUTH TAR RIVER GREENWAY,
WITH CITY PRIOR TO CLEARING.
CONTRACTOR TO COORDINATE TREE RETAINAGE
FOR ALL TREES NOTED TO BE RETAINED,
TO BE REMOVED UNLESS NOTED OTHERWISE.
NOTE: ALL TREES WITHIN PERMANENT EASEMENT
C-11NAD 8312
16
20
24
28
32
12
16
20
24
28
32
DRAINAGE PLAN
MULTI-USE PATH AND MATCH LINE -L3- STA 89+50 (SEE SHEET C-12)8 8
84 85 86 87 88 89MATCH
LI
NE -
L
3
A-
S
T
A
8
3
+
7
5 (
S
E
E
S
HE
E
T C-
1
0)
+42.37/+54.57
EST 9 SY GFD
EST 4 TONS
OUTLET PROTECTION
CLASS 'B' RIP RAP
RETAIN1102
1101
1106
1105
1108
1107O
OOEST 100 SY GFD
EST 45 TONS
CLASS 'B' RIP RAP
REMOVE 28 LF PIPE
EST 15 SY GFD
EST 7 TONS
OUTLET PROTECTION
CLASS 'B' RIP RAP
EST 14 SY GFD
EST 6 TONS
OUTLET PROTECTION
CLASS 'B' RIP RAP
BOTTOM = 16.0' (APPROX.)
15" VCP (REPLACED WITH DIP)
TOP = 14.9'
24" CMP
S = 2.1%
STA. 89+35 -L3- 18.1' LT
INV OUT = 12.4'
NCDOT STD 838.01
W/ ENDWALL
28 LF - 2 @ 18" RCP-IV
S = 3.8%
STA. 88+86 -L3- 21.0' LT
INV OUT = 11.2'
NCDOT STD 838.01
W/ ENDWALL
32 LF - 24" RCP-IV
S = 18.1%
STA. 85+70 -L3- 42.6' LT
INV OUT = 5.2'
NCDOT STD 838.01
W/ ENDWALL
56 LF - 24" CMP
INV OUT = 13.0'
TOP = 16.2'
STA. 89+35 -L3- 10.7' RT
NCDOT STD 840.04
W/ MH COVER
PROPOSED OTCB
INV OUT = 12.4'
TOP = 15.7'
STA. 88+86 -L3- 12.1' RT
NCDOT STD 840.04
W/ MH COVER
PROPOSED OTCB
INV OUT (N) = 15.5'
INV IN (S) = 20.8' (EXIST 18")
TOP = 25.3'
STA. 85+88 -L3- 11.9' RT
NCDOT STD 840.31 W/ STEPS
PROPOSED MH W/ COVER
(-
)8.0000%PI = 86+53.00
EL = 16.56'
(-)1.0000%
VC = 120'
K = 17
PI = 87+83.00
EL = 15.26'
(+)0.8919%
VC = 40'
PI = 89+31.00
EL = 16.58'
(-)2.5000%
VC = 40'GRADE
PROPOSED
GROUND
EXISTING
-L3-
ELEV = 13.4'
STA 85+84
PROP 24" CMP ELEV = 12.0'
STA 88+77
PROP 24" RCP
ELEV = 12.8'
STA 89+34 AND 89+36
PROP 2 @ 18" RCP
PI = 84+10.00
EL = 35.02'
(+)1.0311%
(-
)8.0000%VC = 130'
ELEV = 32.06'
-L3- STA 84+54.57 (AH)
BEGIN -L3- GRADE
ELEV = 32.06'
-L3- STA 84+54.57 (AH)
-L3A- STA 84+42.37 (BK) =
END -L3A- GRADE
-L3A-
-L3-
K = 15
K = 22
K = 12TYP022' GRAVEL SHOULDERS
MULTI-USE PATH WITH
10'-WIDE ASPHALT
500 YR
100 YR
FLOODWAY
500 YR
100 YR
BOUNDARY
EXISTING WETLAND
FLOODWAY
MANHOLE
SANITARY SEWER
RETAIN EXIST
EASEMENT
PERMANENT DRAINAGE
-L3- PC Sta. 85+02.97
-L3- PRC Sta. 85+37.45
-L3- PC Sta. 86+46.98
-L3- PRC Sta. 86+87.20
-L3- PT Sta. 85+74.69
-L3- PRC Sta. 87+32.25
-L3- PT Sta. 87+79.25
PI Sta 85+56.29
D
L = 37.24'
T = 18.84'
R = 100.00'
PI Sta 85+20.38
L = 34.48'
R = 100.00'
T = 17.41'
D
PI Sta 86+67.16
L = 40.22'
T = 20.18'
R = 200.00'
D
PI Sta 87+10.12
L = 45.05'
T = 22.91'
R = 100.00'
D
PI Sta 87+55.86
L = 47.00'
T = 23.61'
R = 200.00'
D
-L3-
PI Sta 89+06.88
L = 41.85'
T = 20.93'
R = 500.00'
D
-L3- PC Sta. 88+85.95
-L3- PRC Sta. 89+27.7985+00-L3-
-L3-
GREENWAY EASEMENT
20' PERMANENT
EASEMENT (TYP)
TEMPORARY CONSTRUCTION
(BY OTHERS)
CONNECTION
FUTURE TRAIL
OFFSET 7' (LT). SEE DETAIL 6/2A-3
-L3- STA 85+50 TO STA 86+00
PROP POST AND CABLE FENCE
(SUCTION MANHOLE)
SEWER MANHOLE
RETAIN EXIST SANITARY
DETAIL 1/2A-5 BETWEEN STORM AND SEWER
EQUAL). INSTALL PIPELINE CROSSING PER
(FERNCO MODEL 1003-1516SR OR APPROVED
SS WITH REINFORCED FLEXIBLE COUPLING
MATCH EXIST INVERTS. CONNECT TO EXIST
(LINED WITH PROTECTO 401, INCIDENTAL TO PIPE).
GRAVITY SEWER LINE WITH 16" CLASS 50 DIP
REMOVE AND REPLACE 20 LF OF 15" VCP
MANHOLE
SANITARY SEWER
RETAIN EXISTING
(DISCHARGE MANHOLE)
MANHOLE
SANITARY SEWER
RETAIN EXISTING
(SEE DETAIL 4/2A-3)
AND PROPOSED 2-2" CONDUITS (TYP)
PROPOSED HANDHOLE (APPROX. 300' SPACING)
TRAILHEAD
FAIRFAX AVE
BID ALTERNATE 2
-L3- POT Sta. 84+54.57 (AH)
-L3A- PT Sta. 84+42.36 (BK) =
PI Sta 89+52.08
D
C
C
C
C
C
C
F
F
F
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
F F
F
F
C
W7-5
18" X 18"
-L3- STA 84+48 RT
DIRECTIONAL SIGN
SINGLE SIDED
-L3- STA 84+40 LT
18" X 24"South Tar River
Greenway
GREENVILLE GREENWAYSParks close at dusk.
W hite St.
Fairfax Avenue Trailhead
Third St.
.8 miles
.2 miles
DocuSign Envelope ID: B47A6A7A-CF31-4BA7-B774-8373192C25E2
12/3/2020
WM18QP
15TREE16LS18PO
15LS30TREE4" UNK PER GISEXIST R/WEXIST R/WREG IS T ERED
L
ANDSCAPE ARCHITECTBRANDON PHILLI
P
W
HITE 1625NO
RT
H CAROLINANORTH°STOPDO NOTENTERDocuSign Envelope ID: B47A6A7A-CF31-4BA7-B774-8373192C25E212/4/2020
EXIST R/WEXIST R/W18"DIP
1
8
"D
IP
8"DIPR=38.02'IN=36.49'OUT=36.46'WMR=33.31'℄INV=17.41'
18QP
15TREE16LS18POR=32.87'℄INV=17.17'15LS30TREE4" UNK PER GIS6" TERRA COTTA PER GIS1
5
"VCP
15"VCP
NORTH415415REG IS T ERED
L
ANDSCAPE ARCHITECTBRANDON PHILLI
P
W
HITE 1625NO
RT
H CAROLINABCTCDocuSign Envelope ID: B47A6A7A-CF31-4BA7-B774-8373192C25E212/4/2020
GVWVWM30"OAK60.00'60.00'N84°41'43"W 240.00' TOTAL40.00'40.00'40.00'40.00'S05°18'17"W
S05°18'17"WS05°18'17"W 130.00'S05°18'17"W 125.00'
20.00'
N05°18'17"E
N84°41'43"W 40.00'S05°18'17"W
S05°18'17"WEIPEIPEIP
EIP BENT18"DI
P18"DI
P18"DIP
(40' PUBLIC R/W)(40' PUBLIC R/W)SSSS1SBD
1SBD
INV=17.41'�
R=33.31'
INV=17.17'�
R=32.87'
HUDSON STREET
FAIRFAX AVENUEINV=34.50'�
R=41.90'
OUT=35.67'
IN(18")=35.77'
IN(12")=39.42'
R=41.77'OUT=39.71'
TC=42.21'
1SBD
1SBD
18"CLAY12"RCP
6'CLF
6'CLF
4" UNK PER GIS4" UNK PER GIS6" TERRA COTTA PER GIS15"VCP15"VCP15"VCPE:2478989.518'
N:683255.758'
EL:41.26'
TRAV-19-PKS
E:2479030.196'
N:683499.871'
EL:32.81'
TRAV-20-NL25
303535354010N/F
JESSIE GRIMES HARRIS
DB 176, PG 778
MB 3, PG 188
PARCEL 09249
NC PIN 4678-83-8373
N/F
THE EVANS COMPANY
DB K-48, PG 439
MB 3, PG 188
PARCEL 20420
NC PIN 4678-83-9303
N/F
MILDRED ELLIOT
MB 3, PG 188
PARCEL 28156
NC PIN 4678-83-9283
N/F
MCMILLAN
MB 3, PG 188
PARCEL 21493
NC PIN 4678-83-9384 N/F
JOSIE MARIE HOPKINS
DB V-42, PG 113
MB 3, PG 188
PARCEL 01356
NC PIN 4678-93-0554
N/F
LILLIAN WHITE
FREEMAN EDWARDS
DB U-36, PG 377
MB 3, PG 188
PARCEL 06784
NC PIN 4678-93-0514
EXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/WEXIST R/W
EXIST R/W EXIST R/W
LUCINDA
DB 3033, PG 269
CITY OF GREENVILLE
K:\RAL_Roadway\012654005 - EB-5539\Plan\Plan Sheets\Erosion Control\eb5539_EC-10.dgnPROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
0012654005
11/24/20200 2010
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]Copyright Kimley-Horn and Associates, Inc., 2017
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
PHASE 3 (EB-5539)
SOUTH TAR RIVER GREENWAY,PROFESSION
A
LE
NG INE ER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436
NAD 83
EC-10
EROSION CONTROL PLAN
MATCH LINE -L3- STA 79+00 (SEE SHEET EC-9)
IS INCIDENTAL TO THE PROJECT.
(VIDEO AND INSPECTING EXISTING CONDITIONS, REPAIRING DAMAGE)
SIDEWALK, GRASS). ANY EXTRA WORK CAUSED BY ACCESSING THE SITE
WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE (PAVEMENT, CURB,
FOR THEIR RECORDS. ANY IMPERFECTIONS CAUSED BY THE CONTRACTOR
CONDITON. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE CITY
CONSTRUCTION IN ORDER TO ENSURE THAT IT IS LEFT IN PRE-CONSTRUCTION
OF THE DRIVEWAY TO DOCUMENT EXISTING CONDITIONS PRIOR TO
CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL INSPECTION
CONTRACTOR TO USE CARE WHEN USING THE DRIVEWAY FOR ACCESS.
VIA COLONIAL AVE.
CONSTRUCTION ACCESS 6
MATCH LINE -L3A- STA 83+75 (SEE SHEET EC-11)
EST 8 SY GFD
EST 3 TONS
OUTLET PROTECTION
CLASS 'B' RIP RAP
EST 6 SY GFD
EST 3 TONS
OUTLET PROTECTION
CLASS 'B' RIP RAP
28 LF - 15" RCP-IV
24" RCP
EXISTING
RETAIN
SYSTEM
EXISTING
RETAIN
EST 25 SY PSRM
SEE DETAIL 2/ 2A-3
SPECIAL LATERAL 'V' DITCH
RETAIN
TOP = 22.3' (APPROX.)
6" TERRA COTTA SEWER
INV= 30.2'
15" RCP
1004
1002 1003
1001 OINV OUT (W) = 30.0'
INV IN (N) = 30.0'
TOC = 34.0'
STA. 81+87 -L3- 33.8' RT
840.03, TYPE E
NCDOT STD 840.01 &
PROPOSED CB
FOR PHASE 3A)
(INCIDENTAL TO LS GRADING
SEDIMENT FROM ROADBED
CONTRACTOR TO REMOVE EXIST
S = 13.2%
STA. 81+50 -L3- 19.4' LT
INV OUT = 27.3'
STA. 81+50 -L3- 11.6' RT
INV IN = 31.4'
W/ TWO END SECTIONS
20 LF - 18" CMP
TOC = 33.8', INV = 30.3'
STA. 82+20 -L3- 29.1' RT
COG STD 411.03
NCDOT STD 840.03, TYPE E
PROPOSED CBS = 1.1%
STA. 81+72 -L3A- 18.77' LT
INV OUT = 29.5'
(SEE DETAIL 3/2A-6)
44 LF - 15" RCP-IV W/ FES
PROTECTION (TYP)
INSTALL INLET
STABILIZE SWALE
AS NEEDED TO
INSTALL WATTLES
500 YR
100 YR
500 YR100 YRFLOOD
WAY
ENTRANCE
CONSTRUCTION
INSTALL GRAVEL
SEE SHEET EC-15
-L3- STA 81+25 TO 81+70 (LT)
INSTALL EROSION CONTROL MATTING
DISTURBANCE (TYP)
LIMITS OF
AFTER PIPE IS INSTALLED (TYP)
SILT FENCE AROUND TOP OF CULVERTS
CLEARING AND GRUBBING. INSTALL
AT ALL DRAINAGE OUTLETS DURING
INSTALL ROCK SILT CHECK, TYPE A
LIMITS (TYP)
2' FROM CONSTRUCTION
INSTALL SILT FENCE
SILT FENCE (TYP)
AND REINFORCED
INSTALL J-HOOK
AND CONCRETE WASHOUT AREA
STAGING, STORAGE, STOCKPILE,
FOR TRAILHEAD PARKING LOT
ENTRANCE AT PROPOSED DRIVEWAY
INSTALL GRAVEL CONSTRUCTION
INTO EXISTING DRAINWAY
BYPASS EXISTING DRAINAGE
SECTIONS AND MATTING SUMMARY SHEET FOR SLOPES.
PROJECT ARE STEEPER THAN 3:1. REFER TO CROSS
GENERAL STORMWATER PERMIT. SOME SLOPES ON THIS
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES
NOTE: CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
EXISTING DRAINWAY
DRAINAGE INTO
BYPASS EXISTING
TYPE A
SILT CHECK,
INSTALL ROCK
IS INCIDENTAL TO THE PROJECT.
(VIDEO AND INSPECTING EXISTING CONDITIONS, REPAIRING DAMAGE)
SIDEWALK, GRASS). ANY EXTRA WORK CAUSED BY ACCESSING THE SITE
WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE (PAVEMENT, CURB,
FOR THEIR RECORDS. ANY IMPERFECTIONS CAUSED BY THE CONTRACTOR
CONDITON. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE CITY
CONSTRUCTION IN ORDER TO ENSURE THAT IT IS LEFT IN PRE-CONSTRUCTION
OF THE DRIVEWAY TO DOCUMENT EXISTING CONDITIONS PRIOR TO
CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL INSPECTION
CONTRACTOR TO USE CARE WHEN USING THE DRIVEWAY FOR ACCESS.
VIA FAIRFAX AVE.
CONSTRUCTION ACCESS 7
DENSE, VEGETATIVE COVER.
SEEDING (SEE SHEET EC-18), AND MULCH TO MAINTAIN A VIGOROUS,
AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS 4.
IS INCIDENTAL TO CULVERT INSTALLATION.
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. DEWATERING METHOD
CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS3.
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED2.
CLEARING AND GRUBBING IS PERFORMED.
CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY1.
CULVERT EROSION CONTROL PHASING:
INSTALLATION.
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING
+00
00
+25
01
+50 02 80+00F
F
C
F
F
F
C
C
F
F F
F CCF
F FFF
C3035
37363
6
36343334
3
5
35
DocuSign Envelope ID: B47A6A7A-CF31-4BA7-B774-8373192C25E2
12/3/2020
S05°18'17"WS05°18'17"WS05°18'17"WS05°18'17"WS05°18'17"WS05°18'17"WS05°18'17"WS05°18'17"WN84°41
'43"W
125.00
'N84°41
'43"W
125.00
'N
7
9
°5
8'3
6
"W
6
1
.15'
N51°31'24"E 90.01'18"CPP18"RCP18"DIP
18"DIP
18"DIP
8"DIP8"DIP8"DI
POUT=37.17'
IN(NW)=37.17'
IN(NE)=37.32'
R=38.52'(5
0' PUBL
IC
R
/W
)(40' PUBLIC R/W)S
S
S
S
S
1SBD
INV=16.64'�
R=35.14'
GATE
OUT=30.03'
IN=30.08'
R=33.43'
INV=16.13'�
R=31.63'
INV=15.27'�
R=27.97'
INV=14.84'�
R=27.44'
(40' PUBLIC R/W)
FORD STREET
TYSON STREETFA
IR
FAX
STREET
EDGE OF WATER
6" CIP PER GIS15"VCP
15"VCP
15"VCP
6'WOOD
FENCE
LIP=39.01'
IN(S)=35.61'
IN(W)=35.61'
OUT=35.51'
INV=12.39'
(PIPE BEND)
INV=16.28'18"CPPE:2479170.792'
N:683679.296'
EL:31.91'
TRAV-21-NL
E:2479296.004'
N:683662.351'
EL:28.53'
TRAV-22-NL
ALIGNMENT
E:2479479.329'
N:683714.275'
EL:9.28'
TRAV-23-NL
E:2479702.338'
N:683688.618'
EL:12.72'
TRAV-24-NL555
101010101010
1515151515152020202020252525252525303030303030353535353535354040N/F
ISAAC A. ARTIS, JR.
DB 466, PG 801
MB 3, PG 188
PARCEL 00627
NC PIN 4678-93-4453
N/F
CITY OF GREENVILLE
MB 3, PG 188
PARCEL 04356
NC PIN 4678-93-1523
N/F
MARION AUGUSTA
FREEMAN HEIRS
MB 3, PG 188
PARCEL 08012
NC PIN 4678-93-1572
N/F
INDY II, LLC
DB 585, PG 720
MB 3, PG 188
PARCEL 20294
NC PIN 4678-93-2512
N/F
EDWARD ALLEN
TURNAGE
DB 1194, PG 701
MB 3, PG 188
PARCEL 07073
NC PIN 4678-93-3428
N/F
LEONARD R. HIGNITE &
VICTOR NG
DB G-52, PG 555
MB 3, PG 188
PARCEL 18064
NC PIN 4678-93-3640
N/F
LEONARD R. HIGNITE &
VICTOR NG
DB G-52, PG 555
MB 3, PG 188
PARCEL 18063
NC PIN 4678-93-4576
N/F
VIRGINIA CAROLINAS
LAND CORPORATION
DB H-13, PG 16
MB 15, PG 7
PARCEL 33857
NC PIN 4688-03-3648
N/F
MARY FREEMAN HEIRS
DB U-36, PG 356
MB 3, PG 188
PARCEL 20463
NC PIN 4678-93-0593
GREENVILLE
CITY OFN/FJOSIE MARIE HOPKINSDB V-42, PG 113MB 3, PG 188PARCEL 01356NC PIN 4678-93-0554K:\RAL_Roadway\012654005 - EB-5539\Plan\Plan Sheets\Erosion Control\eb5539_EC-11.dgnPROJECT:
SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
0012654005
11/24/20200 2010
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]Copyright Kimley-Horn and Associates, Inc., 2017
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, is
PHASE 3 (EB-5539)
SOUTH TAR RIVER GREENWAY,PROFESSION
A
LE
NG INE ER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
WPROFESSIONALENGINEER
N ORTH CAR
O
LINA

.
J
YERFFE
M O ORE
W
SEAL
024436 NAD 83EC-11
EROSION CONTROL PLAN MATCH LINE -L3- STA 89+50 (SEE SHEET EC-12)MAT
CH
LI
NE -
L
3
A-
S
T
A
8
3
+
7
5 (
S
E
E
S
HE
E
T
E
C-
1
0)
EST 9 SY GFD
EST 4 TONS
OUTLET PROTECTION
CLASS 'B' RIP RAP
RETAIN1102
1101
1106
1105
1108
1107O
OOEST 100 SY GFD
EST 45 TONS
CLASS 'B' RIP RAP
REMOVE 28 LF PIPE
EST 15 SY GFD
EST 7 TONS
OUTLET PROTECTION
CLASS 'B' RIP RAP
EST 14 SY GFD
EST 6 TONS
OUTLET PROTECTION
CLASS 'B' RIP RAP
BOTTOM = 16.0' (APPROX.)
15" VCP (REPLACED WITH DIP)
TOP = 14.9'
24" CMP
S = 2.1%
STA. 89+35 -L3- 18.1' LT
INV OUT = 12.4'
NCDOT STD 838.01
W/ ENDWALL
28 LF - 2 @ 18" RCP-IV
S = 3.8%
STA. 88+86 -L3- 21.0' LT
INV OUT = 11.2'
NCDOT STD 838.01
W/ ENDWALL
32 LF - 24" RCP-IV
S = 18.1%
STA. 85+70 -L3- 42.6' LT
INV OUT = 5.2'
NCDOT STD 838.01
W/ ENDWALL
56 LF - 24" CMP
INV OUT = 13.0'
TOP = 16.2'
STA. 89+35 -L3- 10.7' RT
NCDOT STD 840.04
W/ MH COVER
PROPOSED OTCB
INV OUT = 12.4'
TOP = 15.7'
STA. 88+86 -L3- 12.1' RT
NCDOT STD 840.04
W/ MH COVER
PROPOSED OTCB FOR PHASE 3A)(INCIDENTAL TO LS GRADINGSEDIMENT FROM ROADBEDCONTRACTOR TO REMOVE EXISTINV OUT (N) = 15.5'
INV IN (S) = 20.8' (EXIST 18")
TOP = 25.3'
STA. 85+88 -L3- 11.9' RT
NCDOT STD 840.31 W/ STEPS
PROPOSED MH W/ COVER
LIMITS OF DISTURBANCE (TYP)
500 YR
100 YR
FLOODWAY
500 YR
100 YR
FLOODWAY
SEE SHEET EC-15
TO 86+25 (LT)
-L3- STA 85+50
CONTROL MATTING
INSTALL EROSION
SEE SHEET EC-15
-L3- STA 87+25 TO 88+25 (RT)
INSTALL EROSION CONTROL MATTING
SILT FENCE (TYP)
AND REINFORCED
INSTALL J-HOOK
AFTER PIPE IS INSTALLED (TYP)
SILT FENCE AROUND TOP OF CULVERTS
CLEARING AND GRUBBING. INSTALL
AT ALL DRAINAGE OUTLETS DURING
INSTALL ROCK SILT CHECK, TYPE A
SEE SHEET EC-15
-L3- STA 87+20 TO 88+70 (LT)
INSTALL EROSION CONTROL MATTING
LIMITS (TYP)
2' FROM CONSTRUCTION
INSTALL SILT FENCE
PROTECTION (TYP)
INSTALL INLET
PARKING LOT
FOR TRAILHEAD
PROPOSED DRIVEWAY
ENTRANCE AT
CONSTRUCTION
INSTALL GRAVEL
INTO EXISTING DRAINWAY
BYPASS EXISTING DRAINAGE
INTO EXISTING DRAINWAY
BYPASS EXISTING DRAINAGE
INTO EXISTING DRAINWAY
BYPASS EXISTING DRAINAGE
SECTIONS AND MATTING SUMMARY SHEET FOR SLOPES.
PROJECT ARE STEEPER THAN 3:1. REFER TO CROSS
GENERAL STORMWATER PERMIT. SOME SLOPES ON THIS
ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES
NOTE: CONTRACTOR SHALL PROVIDE SOIL STABILIZATION
LIMITS (TYP)
FENCE 2' FROM CONSTRUCTION
INSTALL TREE PROTECTION
AREA
CONCRETE WASHOUT
STOCKPILE, AND
STAGING, STORAGE,
(BY OTHERS)
CONNECTION
FUTURE TRAIL IS INCIDENTAL TO THE PROJECT.(VIDEO AND INSPECTING EXISTING CONDITIONS, REPAIRING DAMAGE)SIDEWALK, GRASS). ANY EXTRA WORK CAUSED BY ACCESSING THE SITE WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE (PAVEMENT, CURB, FOR THEIR RECORDS. ANY IMPERFECTIONS CAUSED BY THE CONTRACTORCONDITON. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE CITYCONSTRUCTION IN ORDER TO ENSURE THAT IT IS LEFT IN PRE-CONSTRUCTIONOF THE DRIVEWAY TO DOCUMENT EXISTING CONDITIONS PRIOR TO CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL INSPECTIONCONTRACTOR TO USE CARE WHEN USING THE DRIVEWAY FOR ACCESS.VIA FAIRFAX AVE.CONSTRUCTION ACCESS 7IS INCIDENTAL TO THE PROJECT.
(VIDEO AND INSPECTING EXISTING CONDITIONS, REPAIRING DAMAGE)
SIDEWALK, GRASS). ANY EXTRA WORK CAUSED BY ACCESSING THE SITE
WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE (PAVEMENT, CURB,
FOR THEIR RECORDS. ANY IMPERFECTIONS CAUSED BY THE CONTRACTOR
CONDITON. SUPPLY VIDEO AND VISUAL INSPECTION RESULTS TO THE CITY
CONSTRUCTION IN ORDER TO ENSURE THAT IT IS LEFT IN PRE-CONSTRUCTION
OF THE DRIVEWAY TO DOCUMENT EXISTING CONDITIONS PRIOR TO
CONTRACTOR TO PROVIDE PRELIMINARY VIDEO AND VISUAL INSPECTION
CONTRACTOR TO USE CARE WHEN USING THE DRIVEWAY FOR ACCESS.
VIA FAIRFAX AVE.
CONSTRUCTION ACCESS 7
DENSE, VEGETATIVE COVER.
SEEDING (SEE SHEET EC-18), AND MULCH TO MAINTAIN A VIGOROUS,
AND STREAM BANK SLOPES USING EROSION CONTROL MATTING,
AFTER CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS 4.
IS INCIDENTAL TO CULVERT INSTALLATION.
DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. DEWATERING METHOD
CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS3.
IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS.
GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS)
CONTRACTOR TO ACCESS CULVERT LOCATIONS USING PROPOSED2.
CLEARING AND GRUBBING IS PERFORMED.
CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY1.
CULVERT EROSION CONTROL PHASING:
INSTALLATION.
SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT
INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE
PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING TYP0285+00C
C
C
C
C
C
F
F
F
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
F F
F
F
C 10151515152030251020
3636363435DocuSign Envelope ID: B47A6A7A-CF31-4BA7-B774-8373192C25E2
12/3/2020
11/23/2020SHEET NUMBER:JOB NUMBER:
REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY:
0012654005Copyright Kimley-Horn and Associates, Inc., 2017
shall be without liability to Kimley-Horn and Associates, Inc.
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
This document, together with the concepts and designs presented herein, as an instrument of service, isK:\RAL_Roadway\012654005 - EB-5539\Plan\Cross-Sections\EB5539_xpl_L3.dgnPROJECT:
ROADWAY CROSS SECTIONS
MULTI-USE PATH AND
PE NO. F-0102
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
0 105
PHASE 3 (EB-5539)
SOUTH TAR RIVER GREENWAY,
25 25
30 30
35 35
40 40
81+50.00
30 30
35 35
40 40
30 30
35 35
40 40
82+00.00
30 30
35 35
40 40
82+50.00
30 30
35 35
40 40
83+00.00
30 30
35 35
40 40
83+50.00
30 30
35 35
40 40
84+00.00
30 30
35 35
40 40
5 5
10 10
15 15
20 20
25 25
30 30
35 35
85+00.00
X-14
-L3-/-L3A-
-L3- 81+58.18 (BK) =-L3A- 81+58.18 (AH)
-L3A- 84+42.36 (BK) =-L3- 84+54.57 (AH)31.35 33.860.020 3:12:1 2:1
31.4031.82 33.700.020 3:12:1 34.0633.220.020
3:1
3:132.9633.2432.9733.370.0203:1 3:133.0233.890.0203:1 3:133.9234.390.0203:1
33.7133.870.0203:1 3:133.5732.060.020
3:13:1
31.8132.0932.54 28.800.0203:13:1
DocuSign Envelope ID: B47A6A7A-CF31-4BA7-B774-8373192C25E2