20200699 Ver 1_BROAD ST_Plan_60pct Const Plan_20200518_20200527

CPROJECT LENGTH
STATE
N.C.
DESIGN DATA Prepared in the Office of:GRAPHIC SCALES
PUBLIC WORKS
TOWN OF CARRBORO
C-890
NG INEE
R
IAOPRO
C
CPR ITGUNISESSNOAE
OFNOTE IESDGN UROGP
P.A.
EI
L N.
G
C.RAH,
LA NGH ARO LIRT
N
OANR 1
SHEET
NO.
TOTAL
SHEETS
SIGNATURE:
P.E.
PROJECT ENGINEER
JOSHUA G. DALTON, P.E.AIN
HT
OR LR
O
CA
ROFESSION
26971
GE
NREINE
SEALPNAL
NOTLAD .G
AUHS
OJ

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
--
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
NOT TO SCALE
VICINITY MAP
2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.10 20 4020
10 20 4020
5 105
0
0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:
0
00
INDEX OF SHEETS
2.5
TO THE LIMITS ESTABLISHED BY METHOD II
CLEARING ON THIS PROJECT SHALL BE PERFORMED
STANDARDS
TOWN OF CARRBORO
______________________________
AND DESIGN, APRIL 2015
SPECIFICATIONS, STANDARDS
OWASA - MANUAL OF
______________________________
STANDARD SPECIFICATION
NCDOT - JANUARY 2018
SITE
CULVERT REPLACEMENT
BROAD STREET
BROAD STREET NORTH OF HILL STREET
Hill
SunsetDr.SykeSt.St.
P leasant
GreensboroMit
c
h
ell
GrahamCraig St.
Short
St.LloydSt.Broad St.
Sta. 10+00.00 -DET-
BEGIN CONSTRUCTION
Sta. 11+39.54 -DET-
END CONSTRUCTION
BROAD STREET
BROAD STREET
RELOCATION, PLANTING, & EROSION CONTROL
CLEARING & GRUBBING, GRADING, DRAINAGE, UTILITY
UTILITY DETAILSU201
UTILITY PLANU101
EROSION CONTROL DETAILSE301
STREAMBANK REFORESTATION PLANE201
FINAL GRADE E&SC PLANE104
DETOUR E&SC PLANE103
CULVERT PHASING PLANE102
CLEARING & GRUBBING E&SC PLANE101
CROSS SECTIONSC501
PROFILE SHEETC402
PLAN SHEETC401
DETOUR PLAN & PROFILEC301
EASEMENT PLANC203
DEMOLITION PLANC202
EXISTING CONDITIONSC201
PLAN DETAILSC103
GENERAL NOTES & TYPICALSC102
SYMBOL LEGENDC101
05/18/2020
60% CONSTRUCTION PLANS
NC GRIDNAD 83 NA 20116
0
L
F @
4.3
3
%54"
R
C
P-III.58.44
1772
SouthGreensboroSt.RailwayPANEL
CONC. DRIVEWAY
REMOVE & REPLACE
SHORING
TEMPORARY
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
W
W
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
CONVENTIONAL PLAN SHEET SYMBOLS
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.*)
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 SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CC101
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_C101
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCSYMBOL LEGEND5/26/2020BROAD ST_Rdy_psh_C101.dgnrhoward
SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CC102
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_C102
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCGENERAL NOTES & TYPICALS5/26/2020BROAD ST_Rdy_psh_C102.dgnrhowardTYPICAL SECTION No. 1
PAVEMENT SCHEDULE
POINT
GRADE
CL
-EL-
D1 6" ABC
TYPICAL SECTION No. 2
POINT
GRADE
SLOPE
VARIABLE
SLOPE
VARIABLE
CL
D12:1 OR FLATTER2:1 OR FLATTER
2:1 OR FLATTER
2:1 OR FLATTER-DET-
-EL- STA. 11+75.00 TO STA. 12+50.00
-DET- STA. 10+00.00 TO STA. 11+39.542:1 OR FLATTERORIGINAL GROUND
ORIGINAL GROUND
ORIGINAL GROUND
ORIGINAL GROUND
GROUND
ORIGINAL
5.0'5.0'3.0'
D1
5.0'5.0'
10'
VARIES
SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CC103A
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_C103
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCPLAN DETAILS$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$
SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CC103B
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_C103
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCPLAN DETAILS$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$
SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CC103C
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_C103
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCPLAN DETAILS$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$
SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CC103D
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_C103
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCPLAN DETAILS$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$
10 20 40200
PLANS SCALE: 1"=20'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CC201
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_C201
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCEXISTING CONDITIONS5/26/2020BROAD ST_Rdy_psh_C201.dgnrhoward3863873883
8
8
388388389389
3
8
93903903903
9
0390
3913913913913913913
9
1
3913913913923923
9
2
3923923923933933
9
3
3933933933933943943943943943943943953953953953
9
5
395395395395396396396396396396
3963963973973
9
73973973
9
7
398398398398398398399399399399
3993994004004004
0
0
400400401401401401
4014014014024024
0
2402 402402402402402402403403403403403403
403403403403403404404404
40440
4
404404404404404
404404404405405405405405405405405 405405405
405405406406406406406
406406406 406406406406
4074074074074074
0
74074
0
7 4074074074074074
0
8408408408 408408408408408408
408408408409409409409409409409409409 409409 4094104104104
10410410 4104104104104104104114114114114
11411 411411411
4114114124124124
1
2
412412 412412 412412
413413413413
413413 41341341341341441441441
4
4
1
4414414414 414415415415415415415415415416416416416
4
1
6416416416 416416417417417417
4
1
7417 4174184184184184
18 418419419419419
419 4194194204204204
2
0
4
2
0 4204204
2
1 421421421421 4214
2
1 421422422422422422422422423423423423424424424424424424424425425425425426426
426426427427
428432baPaIaIaI
2" MTL. (OWASA)
(CORRODED)SVC (DOMINION)SVC (DUKE)
2" PLAS. (OWASA)
WATERLINE
EXPOSED
(TWC)(T
WC)(TWC)EOIEOI2 1/4" PLAS.
Elv. 399.69'
TH 1
2" PLAS. (DOMINION)
2" MTL.
Elv. 398.67'
TH 2
SVC (AT&T)
SVC (AT&T)
SVC (AT&T)
SVC
(AT&T
)
SVC (AT&T)(DOMINION)SVC
(DUKE)SVC (DUKE)SVC (OWASA)
2" PLAS.
15" HDPE
36" HDP
E
36" HDP
E
36" HDP
E
BL-2
BL-1
BL-3
WOODED
WOODED
WOODED
WOODED WOODED WOODED
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
EIR EIR EIP EIR
EIP
EIP
7" TREE
10" TREE
7" TREE
12" TREE
10" TREE
19" TREE
BLOCK E
LOTS 19 & 20
P.B. 1 PG. 21
D.B. 817 PG. 163
SALLIE WILLIAMS
PIN # 9778985122
BLOCK A
LOTS 13 & 14
P.B. 1 PG. 21
& WANDA A. EDWARDS
JACQUELINE D. FOUSHEE
PIN # 9778987309
BLOCK A
LOTS 11 & 12
P.B. 1 PG. 21
D.B. 5504 PG. 147
& MARK A. DAVIS
E. LANCE UNDERWOOD, JR.
PIN # 9778987315
BLOCK A
LOTS 9 & 10
P.B. 1 PG. 21
D.B. 5741 PG. 153
& ARDYS G. PALMER
REED N. PALMER
PIN # 9778987330
BLOCK A
LOTS 7 & 8
P.B. 1 PG. 21
D.B. 4922 PG. 318
CHRISTEN CAMPBELL
MATTHIEU CAMPBELL &
PIN # 9778987204
BLOCK A
LOTS 3, 4, 5 & 6
P.B. 1 PG. 21
D.B. 6088 PG. 559
CAROLE FALTERMEIER
PIN # 9778987139
D.B. 3591 PG. 51
LESLIE MONTANA
MARC SERRE &
PIN # 9778984138
BLOCK E
LOTS 30, 31 & 32
P.B. 1 PG. 21
D.B. 4117 PG. 158
JOHN M. KURTZ
PIN # 9778985410
404 BROAD ST
DWELLING
409 BROAD ST
DWELLING CONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYFES
RET. WALL
TIMBER
ENDWALL
CONC.
ENDWALL
CONC.
INV=391.19
INV=390.93
INV=390.83
INV=391.32
INV=391.22
INV=391.16
393.85
INV=
397.42
INV=INV=397.94
GRAVEL SURFACE
GRAVEL SURFACE
SIGN
GUY
GUY
FFE=396.38
410 BROAD ST
DWELLING
FFE=402.16
408 BROAD ST
DWELLING
FFE=410.66
406 BROAD ST
DWELLING
24" VCP NC GRIDNAD 83 NA 2011NAVD 88
NAD 83 (2011)
Z 414.61
E 1979644.31
N 788524.47
NAVD 88
NAD 83 (2011)
Z 404.64
E 1979664.32
N 788426.18
NAVD 88
NAD 83 (2011)
Z 423.37
E 1979676.40
N 788161.75
DRIVEWAY
GRAVEL TANYARD BRANCHT
ANYAR
D BRANC
H12"
H
D
PE402.23
INV=
INV=404.56
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
24" HDPE
INV=395.67
TREE
19"
EIP
46' R/W
46' R/W
TREE
30"
TREE
RED BUD
BIRCH
RIVER
10 20 40200
PLANS SCALE: 1"=20'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CC202
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_C202
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCDEMOLITION PLAN5/26/2020BROAD ST_Rdy_psh_C202.dgnrhowardREMOVE TREE
REMOVE TREE
REMOVE TREE
REMOVE TREE
REMOVE TREE
18 LF OF 24" HDPE
REMOVE FES &
(HATCHED)
CLEAR & GRUB
(HATCHED)
CLEAR & GRUB
baPaIaIaI
2" MTL. (OWASA)
(CORRODED)SVC (DOMINION)SVC (DUKE)
2" PLAS. (OWASA)
WATERLINE
EXPOSED
(TWC)(T
WC)(TWC)EOIEOI2" PLAS. (DOMINION)
SVC (AT&T)
SVC (AT&T)
SVC (AT&T)
SVC
(AT&T
)
SVC (AT&T)(DOMINION)SVC
(DUKE)SVC (DUKE)SVC (OWASA)
2" PLAS.
15" HDPE
36" HDP
E
36" HDP
E
36" HDP
E
BL-2
BL-1
BL-3
WOODED
WOODED
WOODED
WOODED WOODED WOODED
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
EIR EIR EIP EIR
EIP
EIP
7" TREE
10" TREE
7" TREE
12" TREE
10" TREE
19" TREE
BLOCK E
LOTS 19 & 20
P.B. 1 PG. 21
D.B. 817 PG. 163
SALLIE WILLIAMS
PIN # 9778985122
BLOCK A
LOTS 11 & 12
P.B. 1 PG. 21
D.B. 5504 PG. 147
& MARK A. DAVIS
E. LANCE UNDERWOOD, JR.
PIN # 9778987315
BLOCK A
LOTS 9 & 10
P.B. 1 PG. 21
D.B. 5741 PG. 153
& ARDYS G. PALMER
REED N. PALMER
PIN # 9778987330
BLOCK A
LOTS 7 & 8
P.B. 1 PG. 21
D.B. 4922 PG. 318
CHRISTEN CAMPBELL
MATTHIEU CAMPBELL &
PIN # 9778987204
BLOCK A
LOTS 3, 4, 5 & 6
P.B. 1 PG. 21
D.B. 6088 PG. 559
CAROLE FALTERMEIER
PIN # 9778987139
D.B. 3591 PG. 51
LESLIE MONTANA
MARC SERRE &
PIN # 9778984138
BLOCK E
LOTS 30, 31 & 32
P.B. 1 PG. 21
D.B. 4117 PG. 158
JOHN M. KURTZ
PIN # 9778985410
404 BROAD ST
DWELLING
409 BROAD ST
DWELLING CONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYFES
RET. WALL
TIMBER
ENDWALL
CONC.
ENDWALL
CONC.
INV=391.19
INV=391.32
INV=391.22
INV=391.16
393.85
INV=
397.42
INV=INV=397.94
GRAVEL SURFACE
GRAVEL SURFACE
SIGN
GUY
GUY
FFE=396.38
410 BROAD ST
DWELLING
FFE=402.16
408 BROAD ST
DWELLING
FFE=410.66
406 BROAD ST
DWELLING
24" VCP NC GRIDNAD 83 NA 2011NAVD 88
NAD 83 (2011)
Z 414.61
E 1979644.31
N 788524.47
NAVD 88
NAD 83 (2011)
Z 404.64
E 1979664.32
N 788426.18
NAVD 88
NAD 83 (2011)
Z 423.37
E 1979676.40
N 788161.75
DRIVEWAY
GRAVEL TANYARD BRANCHT
ANYAR
D BRANC
H12"
H
D
PE402.23
INV=
INV=404.56
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
24" HDPE
INV=395.67
TREE
19"
EIP
46' R/W
46' R/W
TREE
30"
TREE
RED BUD
BIRCH
RIVER
10 20 40200
PLANS SCALE: 1"=20'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CC203
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_C203
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCEASEMENT PLAN5/26/2020BROAD ST_Rdy_psh_C203.dgnrhoward581 SQ. FT.
EASEMENT
CONSTRUCTION
TEMPORARY
541 SQ. FT.
EASEMENT
DRAINAGE
PERMANENT
180 SQ. FT.
EASEMENT
CONSTRUCTION
TEMPORARY
3000 SQ. FT.
EASEMENT
CONSTRUCTION
TEMPORARY
438 SQ. FT.
EASEMENT
DRAINAGE
PERMANENT 15'30'14'20'27'20'32'25'18'10'54'
60'43'35'baPaIaIaI
2" MTL. (OWASA)
(CORRODED)SVC (DOMINION)SVC (DUKE)
2" PLAS. (OWASA)
WATERLINE
EXPOSED
(TWC)(T
WC)(TWC)EOIEOI2" PLAS. (DOMINION)
SVC (AT&T)
SVC (AT&T)
SVC (AT&T)
SVC
(AT&T
)
SVC (AT&T)(DOMINION)SVC
(DUKE)SVC (DUKE)SVC (OWASA)
2" PLAS.
15" HDPE
36" HDP
E
36" HDP
E
36" HDP
E
BL-2
BL-1
BL-3
WOODED
WOODED
WOODED
WOODED WOODED WOODED
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
EIR EIR EIP EIR
EIP
EIP
7" TREE
10" TREE
7" TREE
12" TREE
10" TREE
19" TREE
BLOCK E
LOTS 19 & 20
P.B. 1 PG. 21
D.B. 817 PG. 163
SALLIE WILLIAMS
PIN # 9778985122
BLOCK A
LOTS 13 & 14
P.B. 1 PG. 21
& WANDA A. EDWARDS
JACQUELINE D. FOUSHEE
PIN # 9778987309
BLOCK A
LOTS 11 & 12
P.B. 1 PG. 21
D.B. 5504 PG. 147
& MARK A. DAVIS
E. LANCE UNDERWOOD, JR.
PIN # 9778987315
BLOCK A
LOTS 9 & 10
P.B. 1 PG. 21
D.B. 5741 PG. 153
& ARDYS G. PALMER
REED N. PALMER
PIN # 9778987330
BLOCK A
LOTS 7 & 8
P.B. 1 PG. 21
D.B. 4922 PG. 318
CHRISTEN CAMPBELL
MATTHIEU CAMPBELL &
PIN # 9778987204
BLOCK A
LOTS 3, 4, 5 & 6
P.B. 1 PG. 21
D.B. 6088 PG. 559
CAROLE FALTERMEIER
PIN # 9778987139
D.B. 3591 PG. 51
LESLIE MONTANA
MARC SERRE &
PIN # 9778984138
BLOCK E
LOTS 30, 31 & 32
P.B. 1 PG. 21
D.B. 4117 PG. 158
JOHN M. KURTZ
PIN # 9778985410
404 BROAD ST
DWELLING
409 BROAD ST
DWELLING CONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYFES
RET. WALL
TIMBER
ENDWALL
CONC.
ENDWALL
CONC.
INV=391.19
INV=390.93
INV=390.83
INV=391.32
INV=391.22
INV=391.16
393.85
INV=
397.42
INV=INV=397.94
GRAVEL SURFACE
GRAVEL SURFACE
SIGN
GUY
GUY
FFE=396.38
410 BROAD ST
DWELLING
FFE=402.16
408 BROAD ST
DWELLING
FFE=410.66
406 BROAD ST
DWELLING
24" VCP NC GRIDNAD 83 NA 2011NAVD 88
NAD 83 (2011)
Z 414.61
E 1979644.31
N 788524.47
NAVD 88
NAD 83 (2011)
Z 404.64
E 1979664.32
N 788426.18
NAVD 88
NAD 83 (2011)
Z 423.37
E 1979676.40
N 788161.75
DRIVEWAY
GRAVEL TANYARD BRANCHT
ANYAR
D BRANC
H12"
H
D
PE402.23
INV=
INV=404.56
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
24" HDPE
INV=395.67
TREE
19"
EIP
46' R/W
46' R/W
TREE
30"
TREE
RED BUD
BIRCH
RIVER
10+00
11+00 12+00 13+00
14+00-EL-
10 20 40200
PLANS SCALE: 1"=20'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
390
394
398
402
406
410
414
418
422
10+00 11+00 12+00
390
394
398
402
406
410
414
418
422 SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CC301
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_C301
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCDETOUR PLAN & PROFILE5/26/2020BROAD ST_Rdy_psh_C301.dgnrhowardNC GRIDNAD 83 NA 2011389
390391392392392393393393393394394394395395395396396396396396
3963963973973
973973
9
7
398398398398398399399399399399399400400400400400400401401401401
4014014014024024024
0
2
402402402402403403403403
403403403403404404404404
404404404404
404404405405405405405405405 405406406406406406
406406407407
4074
0
74074
0
7
4
0
8408408
408408408408408408409409409409409409409409409 4094094094104104104104
10410410 4104104104104114114114114114
11411 411411
411411411411412412412412412 412412412
412
413413413413413 4134134134144144
1
4
414414414414414415415415415415415415415416416416416416416416
4164174174174
17
417 4174174184184184
18 418419419419419 4194194204204204
2
0 420420421421421421422422422422422423423423423424424424424425425425425426426 426427428
42943343315" HDPE
36" HDP
E
36" HDP
E
36" HDP
E
BL-2
BL-1
BL-3
WOODED
WOODED
WOODED
WOODED WOODED WOODED
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
EIR EIR EIP EIR
EIP
EIP
7" TREE
10" TREE
7" TREE
12" TREE
10" TREE
19" TREE
BLOCK E
LOTS 19 & 20
P.B. 1 PG. 21
D.B. 817 PG. 163
SALLIE WILLIAMS
PIN # 9778985122
BLOCK A
LOTS 13 & 14
P.B. 1 PG. 21
& WANDA A. EDWARDS
JACQUELINE D. FOUSHEE
PIN # 9778987309
BLOCK A
LOTS 11 & 12
P.B. 1 PG. 21
D.B. 5504 PG. 147
& MARK A. DAVIS
E. LANCE UNDERWOOD, JR.
PIN # 9778987315
BLOCK A
LOTS 3, 4, 5 & 6
P.B. 1 PG. 21
D.B. 6088 PG. 559
CAROLE FALTERMEIER
PIN # 9778987139
BLOCK E
LOTS 30, 31 & 32
P.B. 1 PG. 21
D.B. 4117 PG. 158
JOHN M. KURTZ
PIN # 9778985410
404 BROAD ST
DWELLING
409 BROAD ST
DWELLING CONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYFES
RET. WALL
TIMBER
ENDWALL
CONC.
ENDWALL
CONC.
INV=391.19
INV=390.93
INV=390.83
INV=391.32
INV=391.22
INV=391.16
393.85
INV=
397.42
INV=INV=397.94
GRAVEL SURFACE
GRAVEL SURFACE
SIGN
GUY
GUY
FFE=402.16
408 BROAD ST
DWELLING
FFE=410.66
406 BROAD ST
DWELLING
24" VCP
NAVD 88
NAD 83 (2011)
Z 414.61
E 1979644.31
N 788524.47
NAVD 88
NAD 83 (2011)
Z 404.64
E 1979664.32
N 788426.18
NAVD 88
NAD 83 (2011)
Z 423.37
E 1979676.40
N 788161.75
DRIVEWAY
GRAVEL TANYARD BRANCHT
ANYAR
D
B
R
ANC
H12"
H
D
PE402.23
INV=
INV=404.56
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
24" HDPE
INV=395.67
TREE
19"
EIP
46' R/W
46' R/W
TREE
30"
TREE
RED BUD
BIRCH
RIVER
baPaIaIaI
2" MTL. (OWASA)
(CORRODED)SVC (DOMINION)SVC (DUKE)
2" PLAS. (OWASA)
WATERLINE
EXPOSED
(TWC)(T
WC)(TWC)EOIEOI2 1/4" PLAS.
Elv. 399.69'
TH 1
2" PLAS. (DOMINION)
2" MTL.
Elv. 398.67'
TH 2
SVC (AT&T)
SVC (AT&T)
SVC (AT&T)
SVC
(AT&T
)
SVC (AT&T)(DOMINION)SVC
(DUKE)SVC (DUKE)SVC (OWASA)
2" PLAS.
(TEMP.)
24" PIPE
(TEMP.)
12" PIPE
(TEMP.)
24" PIPE
14 LF OF 24" HDPE
REMOVE FES &
COUPLE
TEMP. PIPE
PI Sta 10+16.33
D
L = 28.93'
T = 16.33'
R = 25.00'
PI Sta 11+07.97
D
L = 80.78'
T = 79.04'
R = 35.00'
PI Sta 11+26.69
D
L = 29.84'
T = 16.98'
R = 25.00'
PRC Sta. 10+28.93 -DET-PRC St
a. 11+09.71 -DET-
11+00POT Sta. 11+58.24 - EL-PC Sta. 10+00.00 -DET-POT Sta. 12+69.04 -EL-PT Sta. 11+39.54 -DET-10'
-DET-
SHORING
TEMPORARY
-DET-
GRADE
EXISTING
ELEV=405.07
-DET- STA 10+00.00
BEGIN GRADE
ELEV=407.23
-DET- STA 11+39.54
END GRADE
(TEMPORARY)
DETOUR GRADE
PROPOSED
PI = 10+85.46
EL = 401.82'(-)3
.8000%
(+)10.0000%
VC = 69'
K = 5
24' PIPE (TEMP.)
12" PIPE (TEMP.)
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
10 20 40200
PLANS SCALE: 1"=20'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CC401
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_C401
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCPLAN VIEW5/26/2020BROAD ST_Rdy_psh_C401.dgnrhoward3863873883
8
8
388388389389
3
8
93903903903
9
0390
3913913913913913913
9
1
3913913913923923
9
2
3923923923933933
9
3
3933933933933943943943943943943943953953953953
9
5
395395395395396396396396396396
3963963973973
9
73973973
9
7
398398398398398398399399399399
3993994004004004
0
0
400400401401401401
4014014014024024
0
2402 402402402402402402403403403403403403
403403403403403404404404
40440
4
404404404404404
404404404405405405405405405405405 405405405
405405406406406406406
406406406 406406406406
4074074074074074
0
74074
0
7 4074074074074074
0
8408408408 408408408408408408
408408408409409409409409409409409409 409409 4094104104104
10410410 4104104104104104104114114114114
11411 411411411
4114114124124124
1
2
412412 412412 412412
413413413413
413413 41341341341341441441441
4
4
1
4414414414 414415415415415415415415415416416416416
4
1
6416416416 416416417417417417
4
1
7417 4174184184184184
18 418419419419419
419 4194194204204204
2
0
4
2
0 4204204
2
1 421421421421 4214
2
1 421422422422422422422422423423423423424424424424424424424425425425425426426
426426427427
428432baPaIaIaI
2" MTL. (OWASA)
(CORRODED)SVC (DOMINION)SVC (DUKE)
2" PLAS. (OWASA)
WATERLINE
EXPOSED
(TWC)(T
WC)(TWC)EOIEOI2 1/4" PLAS.
Elv. 399.69'
TH 1
2" PLAS. (DOMINION)
2" MTL.
Elv. 398.67'
TH 2
SVC (AT&T)
SVC (AT&T)
SVC (AT&T)
SVC
(AT&T
)
SVC (AT&T)(DOMINION)SVC
(DUKE)SVC (DUKE)SVC (OWASA)
2" PLAS.
15" HDPE
36" HDP
E
36" HDP
E
36" HDP
E
BL-2
BL-1
BL-3
WOODED
WOODED
WOODED
WOODED WOODED WOODED
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
EIR EIR EIP EIR
EIP
EIP
7" TREE
10" TREE
7" TREE
12" TREE
10" TREE
19" TREE
BLOCK E
LOTS 19 & 20
P.B. 1 PG. 21
D.B. 817 PG. 163
SALLIE WILLIAMS
PIN # 9778985122
BLOCK A
LOTS 13 & 14
P.B. 1 PG. 21
& WANDA A. EDWARDS
JACQUELINE D. FOUSHEE
PIN # 9778987309
BLOCK A
LOTS 11 & 12
P.B. 1 PG. 21
D.B. 5504 PG. 147
& MARK A. DAVIS
E. LANCE UNDERWOOD, JR.
PIN # 9778987315
BLOCK A
LOTS 9 & 10
P.B. 1 PG. 21
D.B. 5741 PG. 153
& ARDYS G. PALMER
REED N. PALMER
PIN # 9778987330
BLOCK A
LOTS 7 & 8
P.B. 1 PG. 21
D.B. 4922 PG. 318
CHRISTEN CAMPBELL
MATTHIEU CAMPBELL &
PIN # 9778987204
BLOCK A
LOTS 3, 4, 5 & 6
P.B. 1 PG. 21
D.B. 6088 PG. 559
CAROLE FALTERMEIER
PIN # 9778987139
D.B. 3591 PG. 51
LESLIE MONTANA
MARC SERRE &
PIN # 9778984138
BLOCK E
LOTS 30, 31 & 32
P.B. 1 PG. 21
D.B. 4117 PG. 158
JOHN M. KURTZ
PIN # 9778985410
404 BROAD ST
DWELLING
409 BROAD ST
DWELLING CONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYFES
RET. WALL
TIMBER
ENDWALL
CONC.
ENDWALL
CONC.
INV=391.19
INV=390.93
INV=390.83
INV=391.32
INV=391.22
INV=391.16
393.85
INV=
397.42
INV=INV=397.94
GRAVEL SURFACE
GRAVEL SURFACE
SIGN
GUY
GUY
FFE=396.38
410 BROAD ST
DWELLING
FFE=402.16
408 BROAD ST
DWELLING
FFE=410.66
406 BROAD ST
DWELLING
24" VCP NC GRIDNAD 83 NA 2011NAVD 88
NAD 83 (2011)
Z 414.61
E 1979644.31
N 788524.47
NAVD 88
NAD 83 (2011)
Z 404.64
E 1979664.32
N 788426.18
NAVD 88
NAD 83 (2011)
Z 423.37
E 1979676.40
N 788161.75
DRIVEWAY
GRAVEL TANYARD BRANCHT
ANYAR
D BRANC
H12"
H
D
PE402.23
INV=
INV=404.56
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
24" HDPE
INV=395.67
TREE
19"
EIP
46' R/W
46' R/W
TREE
30"
TREE
RED BUD
BIRCH
RIVER
PLUG PIPE
PIPE
PLUG
40 LF
FLOW-FILL
6
0
L
F @
4.3
3
%5
4"
R
C
P-III
HW
SEE DETAIL 3
EST 40 SY CFM
w/ COIR FIBER MATTING
SPEC LAT 2' BASE DITCH
d 2:1B
D
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL 2' BASE DITCH
FROM STA. 11+75 TO STA. 12+12 -EL- RT
Slope
Fill
DETAIL 3
B=2.0 Ft.
d=1.0 Ft.
Min. D=1.5 Ft.
Type of Liner=Coir Fiber Matting
Ground
Natural
Matting
Coir Fiber
2:12:1D
( Not to Scale)
PIPE INLET CHANNEL
B
d
FROM STA. 12+11 TO STA. 12+54 -EL- RT
DETAIL 1
B=4.0 Ft.
d=2.5 Ft.
Min. D=2.5 Ft.
*When B is < 6.0'
Type of Liner=Coir Fiber Matting (CFM)
Ground
Natural
Ground
Natural
SEE DETAIL 1
EST 125 CY DDE
EST 107 SY CFM
50 LF @ 6.0%
MAT. ON BANKS
w/ COIR FIBER
INLET CHANNEL
Matting
Coir Fiber
30'R
INV=393.3
INV=395.9
SEE DETAIL 2
EST 46 SY GFD
EST 27 TONS
w/ CL I RIPRAP
OUTLET CHANNEL
SEE DETAIL SHEET C103D
ROCK CROSS-VANE
(Variable)
Channel Bed
(TYPICAL)
30' BUFFER ZONE 2
TOWN OF CARRBORO
(TYPICAL)
BUFFER ZONE 2
JORDAN LAKE 20'
ZONE 1 (TYPICAL)
OF CARRBORO 30' BUFFER
JORDAN LAKE & TOWN
GRADE TO DRAIN
SELECT MATERIAL
EST 16 CY IMPERVIOUS
STREAM PLUG POT Sta. 10+00.00PI Sta. 11+23.24PI Sta. 12+60.05PI Sta. 14+00.27POT Sta. 14+50.2710+00
11+00 12+00 13+00
14+00-EL-
10'
11+58 -EL-
BEG GRVL. PAVE.
12+69 -EL-
END GRVL. PAVE.
5'R
5'R
PANEL
CONC. DRIVEWAY
REMOVE & REPLACE
3'R
5'R
( Not to Scale)
Geotextile
Elevation
Natural Bed
FROM STA. 11+69 TO STA. 11+89 -EL- LT
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 2
1.5'

Type of Liner= CL I Rip-Rap - Keyed-In
Length=18 Ft.
F
F
C
C
C
F
F F
F F
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
390
394
398
402
406
410
414
418
422
10+00 11+00 12+00 13+00 14+00 15+00
380
384
388
392
396
400
404
408
412
0-100-200 100 200 SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CC402
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_C402
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCPROFILE VIEW5/26/2020BROAD ST_Rdy_psh_C402.dgnrhowardAT INLET
GRADE
EXISTING
CHANNEL
INLET
PROPOSED
PIPE @ INLET
PROFILE -EL-
PIPE @ ROADWAYPIPE @ OUTLET
2:
1
2:1DRAINGRADE TO
CHANNEL
EXISTING
BACKFILL
-EL-
32 LF @ 14.0
%
EL=402.8
STA. 11+75 RT
BEGIN DITCH
EL=398.3
STA. 12+00 RT
DITCH PI
EL=397.5
STA. 12+12 RT
END DITCH
@
5.0%16 LF NWS EL=397.8
EXIST. 24" HDPE
(-)3
.0039%
(+)3.8000%
GRADE
PROPOSED
PI = 12+00.00
EL = 403.50'
VC = 55'
K = 8
GRADE
EXISTING
54" RCP-III
WSEL=400.6
25-YR DESIGN
WSEL=401.7
100-YR DESIGN
-EL- STA 11+58.00
BEGIN GRAVEL PAVE.
ELEV=404.40
-EL- STA 11+70.00
BEGIN GRADING
ELEV=405.40
-EL- STA 12+50.00
END GRADING
-EL- STA 12+69.00
END GRAVEL PAVE.
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
CULVERT HYDRAULIC DATA
= 110
= 25
= 400.6
= 150
= 100
= 401.7
= 210
= 500+
= 404.0
w/ HEADWALL
GROOVE END
2.31 SKEWED
2:1 NORMAL
2.31 SKEWED
2:1 NORMAL
@ 410 BROAD ST
EXISTING DRIVEWAY
BED
STREAM
EXISTING
CHANNEL
INLET
PROPOSED
CHANNEL
OUTLET
PROPOSED
PROPOSED CULVERT
GROUND ALONG
EXISTING NATURAL
(CORRODED)
WATER LINE
EXIST. 2" MTL.
WATER LINE
PLASTIC
EXIST. 2‚"
EXIST. 24" HDPE
3@36" HDPE
EXISTING
NWS EL=397.8
SKEW=60 DEG.
60 LF @ 4.33%
54" RCP w/ HW
GP EL=403.7
STA. 12+00 -EL-
393.3'
INV=
395.9
INV=
SLOPE=4.33%
GP INV EL=394.9'
WSEL=400.6
25-YR DESIGN
WSEL=401.7
100-YR DESIGN
AT OUTLET
CL I RIPRAP
390
400
410
420
390
400
410
420
390
400
410
420
390
400
410
420
12+50.00
12+25.00
12+00.00
11+75.00
00102030405060 10 20 30 40 50 60
-EL-
00102030405060 10 20 30 40 50 60
-EL-2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.
REVISIONS:
REVIEWED BY:
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :C BROAD ST CULVERT REPLACEMENT CARRBORO, NC CROSS SECTIONS 03/03/2020
RCH
JGD
C501A
5/26/2020BROAD ST_Rdy_psh_C501.dgnrhoward SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD390
400
410
420
390
400
410
420
390
400
410
420
390
400
410
420
404.17
404.254.2:1
403.69 3.2:12.4:1403.976.1:1
404.38 2:1400.3
404.45
405.41
405.40
390
400
410
420
390
400
410
420
390
400
410
420
390
400
410
420
10+30.00
10+20.00
10+10.00
10+00.00
00102030405060 10 20 30 40 50 60
00102030405060 10 20 30 40 50 60 2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.
REVISIONS:
REVIEWED BY:
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :C BROAD ST CULVERT REPLACEMENT CARRBORO, NC CROSS SECTIONS 03/03/2020
RCH
JGD
C501B
5/26/2020BROAD ST_Rdy_psh_C501.dgnrhoward SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD390
400
410
420
390
400
410
420
390
400
410
420
390
400
410
420
-DET-
-DET-2:1404.692:12:1 404.31
2:12:1 403.93
390
400
410
420
390
400
410
420
390
400
410
420
390
400
410
420
10+70.00
10+60.00
10+50.00
10+40.00
00102030405060 10 20 30 40 50 60
00102030405060 10 20 30 40 50 60 2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.
REVISIONS:
REVIEWED BY:
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :C BROAD ST CULVERT REPLACEMENT CARRBORO, NC CROSS SECTIONS 03/03/2020
RCH
JGD
C501C
5/26/2020BROAD ST_Rdy_psh_C501.dgnrhoward SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD390
400
410
420
390
400
410
420
390
400
410
420
390
400
410
420
-DET-
-DET-
2:1 2:1
403.55
2:1
12:1 403.17
2:1
12:1
402.87
2:1
13:1
402.77
390
400
410
420
390
400
410
420
390
400
410
420
390
400
410
420
11+10.00
11+00.00
10+90.00
10+80.00
00102030405060 10 20 30 40 50 60
00102030405060 10 20 30 40 50 60 2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.
REVISIONS:
REVIEWED BY:
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :C BROAD ST CULVERT REPLACEMENT CARRBORO, NC CROSS SECTIONS 03/03/2020
RCH
JGD
C501D
5/26/2020BROAD ST_Rdy_psh_C501.dgnrhoward SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD390
400
410
420
390
400
410
420
390
400
410
420
390
400
410
420
-DET-
-DET-
2:12:1 402.87
2:1 2:1403.17
2:1 2:1403.67
2:1 2:1404.38
390
400
410
420
390
400
410
420
11+30.00
11+20.00
00102030405060 10 20 30 40 50 60
00102030405060 10 20 30 40 50 60 2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.
REVISIONS:
REVIEWED BY:
DRAWN BY:
DATE:
DRAWING NAME:
PROJECT# :C BROAD ST CULVERT REPLACEMENT CARRBORO, NC CROSS SECTIONS 03/03/2020
RCH
JGD
C501E
5/26/2020BROAD ST_Rdy_psh_C501.dgnrhoward SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD390
400
410
420
390
400
410
420
-DET-
-DET-2:1405.28 2:1406.28
10 20 40200
PLANS SCALE: 1"=20'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CE101
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_E101
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCCLEARING & GRUBBING E&SC PLAN5/26/2020BROAD ST_Rdy_psh_E101.dgnrhowardEROSION CONTROL
CLEARING AND GRUBBING
INSTALLED DURING CLEARING AND GRUBBING PHASE.
PERIMETER EROSION CONTROL MEASURES SHALL BE
NOTE:
EROSION CONTROL PLAN
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
COIR FIBER WATTLE
ROCK SILT CHECK TYPE-A
SILT FENCE OUTLET
TREE PROTECTION FENCE
TEMPORARY SILT FENCE
SYMBOL LEGEND386
3873883
8
8
388388389389
3
8
93903903903
9
0390
3913913913913913913
9
1
3913913913923923
9
2
3923923923933933
9
3
3933933933933943943943943943943943953953953953
9
5
395395395395396396396396396396
3963963973973
9
73973973
9
7
398398398398398398399399399399
3993994004004004
0
0
400400401401401401
4014014014024024
0
2402 402402402402402402403403403403403403
403403403403403404404404
40440
4
404404404404404
404404404405405405405405405405405 405405405
405405406406406406406
406406406 406406406406
4074074074074074
0
74074
0
7 4074074074074074
0
8408408408 408408408408408408
408408408409409409409409409409409409 409409 4094104104104
10410410 4104104104104104104114114114114
11411 411411411
4114114124124124
1
2
412412 412412 412412
413413413413
413413 41341341341341441441441
4
4
1
4414414414 414415415415415415415415415416416416416
4
1
6416416416 416416417417417417
4
1
7417 4174184184184184
18 418419419419419
419 4194194204204204
2
0
4
2
0 4204204
2
1 421421421421 4214
2
1 421422422422422422422422423423423423424424424424424424424425425425425426426
426426427427
428432baPaIaIaI
2" MTL. (OWASA)
(CORRODED)SVC (DOMINION)SVC (DUKE)
2" PLAS. (OWASA)
WATERLINE
EXPOSED
(TWC)(T
WC)(TWC)EOIEOI2 1/4" PLAS.
Elv. 399.69'
TH 1
2" PLAS. (DOMINION)
2" MTL.
Elv. 398.67'
TH 2
SVC (AT&T)
SVC (AT&T)
SVC (AT&T)
SVC
(AT&T
)
SVC (AT&T)(DOMINION)SVC
(DUKE)SVC (DUKE)SVC (OWASA)
2" PLAS.
15" HDPE
36" HDP
E
36" HDP
E
36" HDP
E
BL-2
BL-1
BL-3
WOODED
WOODED
WOODED
WOODED WOODED WOODED
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
EIR EIR EIP EIR
EIP
EIP
7" TREE
10" TREE
7" TREE
12" TREE
10" TREE
19" TREE
BLOCK E
LOTS 19 & 20
P.B. 1 PG. 21
D.B. 817 PG. 163
SALLIE WILLIAMS
PIN # 9778985122
BLOCK A
LOTS 13 & 14
P.B. 1 PG. 21
& WANDA A. EDWARDS
JACQUELINE D. FOUSHEE
PIN # 9778987309
BLOCK A
LOTS 11 & 12
P.B. 1 PG. 21
D.B. 5504 PG. 147
& MARK A. DAVIS
E. LANCE UNDERWOOD, JR.
PIN # 9778987315
BLOCK A
LOTS 9 & 10
P.B. 1 PG. 21
D.B. 5741 PG. 153
& ARDYS G. PALMER
REED N. PALMER
PIN # 9778987330
BLOCK A
LOTS 7 & 8
P.B. 1 PG. 21
D.B. 4922 PG. 318
CHRISTEN CAMPBELL
MATTHIEU CAMPBELL &
PIN # 9778987204
BLOCK A
LOTS 3, 4, 5 & 6
P.B. 1 PG. 21
D.B. 6088 PG. 559
CAROLE FALTERMEIER
PIN # 9778987139
D.B. 3591 PG. 51
LESLIE MONTANA
MARC SERRE &
PIN # 9778984138
BLOCK E
LOTS 30, 31 & 32
P.B. 1 PG. 21
D.B. 4117 PG. 158
JOHN M. KURTZ
PIN # 9778985410
404 BROAD ST
DWELLING
409 BROAD ST
DWELLING CONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYFES
RET. WALL
TIMBER
ENDWALL
CONC.
ENDWALL
CONC.
INV=391.19
INV=390.93
INV=390.83
INV=391.32
INV=391.22
INV=391.16
393.85
INV=
397.42
INV=INV=397.94
GRAVEL SURFACE
GRAVEL SURFACE
SIGN
GUY
GUY
FFE=396.38
410 BROAD ST
DWELLING
FFE=402.16
408 BROAD ST
DWELLING
FFE=410.66
406 BROAD ST
DWELLING
24" VCP NC GRIDNAD 83 NA 2011NAVD 88
NAD 83 (2011)
Z 414.61
E 1979644.31
N 788524.47
NAVD 88
NAD 83 (2011)
Z 404.64
E 1979664.32
N 788426.18
NAVD 88
NAD 83 (2011)
Z 423.37
E 1979676.40
N 788161.75
DRIVEWAY
GRAVEL TANYARD BRANCHT
ANYAR
D BRANC
H12"
H
D
PE402.23
INV=
INV=404.56
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
24" HDPE
INV=395.67
TREE
19"
EIP
46' R/W
46' R/W
TREE
30"
TREE
RED BUD
BIRCH
RIVERPOT Sta. 10+00.00PI Sta. 11+23.24PI Sta. 12+60.05PI Sta. 14+00.27POT Sta. 14+50.2710+00
11+00 12+00 13+00
14+00-EL-
8240 SF
DISTURBED AREA
10 20 40200
PLANS SCALE: 1"=20'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CE102
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_E102
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCCULVERT PHASING PLAN5/26/2020BROAD ST_Rdy_psh_E102_Cul_Phasing.dgnrhowardNC GRIDNAD 83 NA 2011NC GRIDNAD 83 NA 2011NC GRIDNAD 83 NA 2011PHASE 1 PHASE 2
PHASE 3
1.5 INSTALL 24" TEMP. PIPE AND COUPLE ON OUTLET OF EXISTING 24" HDPE.
1.4 REMOVE EXISTING FES AND 14 LF OF 24" HDPE, INSTALL TEMP. SHORING AS NEEDED.
1.3 CONSTRUCT DETOUR.
1.2 INSTALL 12" & 24" TEMP. PIPES FOR DETOUR ALIGNMENT.
1.1 INSTALL DETOUR EROSION CONTROL.
PHASE 1
2.5 SHIFT TRAFFIC BACK TO BROAD ST.
2.4 CONSTRUCT HEADWALL (HW).
2.3 CONSTRUCT WATER LINE.
2.2 INSTALL 60 LF OF 54" RCP-III.
2.1 DIVERT TRAFFIC TO DETOUR ALIGNMENT.
PHASE 2
3.8 GRADE AND GRAVEL PAVE BROAD ST.
3.7 CONSTRUCT SHOULDER, STREAMPLUG, AND SPEC. LAT. 2' BASE DITCH.
3.6 FLOW FILL AND PLUG REMAINDER OF 24" HDPE / VCP.
3.5 DIVERT FLOW TO NEW CHANNEL.
3.4 REMOVE TEMP. SHORING.
3.3 REMOVE 24" TEMP. PIPE AT OUTLET.
3.2 CONSTRUCT INLET AND OUTLET CHANNEL IMPROVEMENTS.
3.1 REMOVE DETOUR AND TEMP. PIPES.
PHASE 3
15" HDPE
36" HDP
E
36" HDP
E
36" HDP
E
BL-2
WOODED
WOODED
WOODED
WOODED WOODED WOODED
EIR EIR EIP
EIP
7" TREE
10" TREE
7" TREE
12" TREE
10" TREE
19" TREE
404 BROAD ST
DWELLING
CONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYFES
RET. WALL
TIMBER
ENDWALL
CONC.
ENDWALL
CONC.
INV=391.19
INV=390.93
INV=390.83
INV=391.32
INV=391.22
INV=391.16
393.85
INV=
397.42
INV=INV=397.94
GRAVEL SURFACE
GRAVEL SURFACE
SIGN
GUY
GUY
24" VCP
NAVD 88
NAD 83 (2011)
Z 404.64
E 1979664.32
N 788426.18
TANYARD BRANCHT
ANYAR
D
B
R
ANCH12"
H
D
PE402.23
INV=
INV=404.56
24" HDPE
INV=395.67
TREE
19"
EIP
TREE
30"
TREE
RED BUD
BIRCH
RIVER
baPaIaIaI
2" MTL. (OWASA)
(CORRODED)SVC (DOMINION)SVC (DUKE)
2" PLAS. (OWASA)
WATERLINE
EXPOSED
(TWC)(T
WC)(TWC)EOIEOI2" PLAS. (DOMINION)
SVC (AT&T)
SVC (AT&T)
SVC (AT&T)
SVC
(AT&T
)
SVC (AT&T)(DOMINION)SVC
(DUKE)SVC (DUKE)SVC (OWASA)
2" PLAS. PI Sta. 11+23.24PI Sta. 12+60.0511+00 12+00 13+00
-EL-
(TEMP.)
24" PIPE
(TEMP.)
12" PIPE
(TEMP.)
24" PIPE
14 LF OF 24" HDPE
REMOVE FES &
COUPLE
TEMP. PIPE
PI Sta 11+26.69
PRC Sta. 10+28.93 -DET-PRC St
a. 11+09.71 -DET-
11+00POT Sta. 11+58.24 - EL-PC Sta. 10+00.00 -DET-POT Sta. 12+69.04 -EL-PT Sta. 11+39.54 -DET-10'
-DET-
SHORING
TEMPORARY
15" HDPE
36" HDP
E
36" HDP
E
36" HDP
E
BL-2
WOODED
WOODED
WOODED
WOODED WOODED WOODED
EIR EIR EIP
EIP
7" TREE
10" TREE
7" TREE
12" TREE
10" TREE
19" TREE
404 BROAD ST
DWELLING
CONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYFES
RET. WALL
TIMBER
ENDWALL
CONC.
ENDWALL
CONC.
INV=391.19
INV=390.93
INV=390.83
INV=391.32
INV=391.22
INV=391.16
393.85
INV=
397.42
INV=INV=397.94
GRAVEL SURFACE
GRAVEL SURFACE
SIGN
GUY
GUY
24" VCP
NAVD 88
NAD 83 (2011)
Z 404.64
E 1979664.32
N 788426.18
TANYARD BRANCHT
ANYAR
D
B
R
ANCH12"
H
D
PE402.23
INV=
INV=404.56
24" HDPE
INV=395.67
TREE
19"
EIP
TREE
30"
TREE
RED BUD
BIRCH
RIVER
baPaIaIaI
2" MTL. (OWASA)
(CORRODED)SVC (DOMINION)SVC (DUKE)
2" PLAS. (OWASA)
WATERLINE
EXPOSED
(TWC)(T
WC)(TWC)EOIEOI2" PLAS. (DOMINION)
SVC (AT&T)
SVC (AT&T)
SVC (AT&T)
SVC
(AT&T
)
SVC (AT&T)(DOMINION)SVC
(DUKE)SVC (DUKE)SVC (OWASA)
2" PLAS.
6
0
L
F @
4.3
3
%5
4"
R
C
P-III
HW
INV=393.3
INV=395.9PI Sta. 11+23.24PI Sta. 12+60.0511+00 12+00 13+00
-EL-
(TEMP.)
24" PIPE
(TEMP.)
12" PIPE
(TEMP.)
24" PIPE
14 LF OF 24" HDPE
REMOVE FES &
COUPLE
TEMP. PIPE
PI Sta 11+26.69
PRC Sta. 10+28.93 -DET-PRC St
a. 11+09.71 -DET-
11+00POT Sta. 11+58.24 - EL-PC Sta. 10+00.00 -DET-POT Sta. 12+69.04 -EL-PT Sta. 11+39.54 -DET-10'
-DET-
SHORING
TEMPORARY
15" HDPE
36" HDP
E
36" HDP
E
36" HDP
E
BL-2
WOODED
WOODED
WOODED
WOODED WOODED WOODED
EIR EIR EIP
EIP
7" TREE
10" TREE
7" TREE
12" TREE
10" TREE
19" TREE
BLOCK E
LOTS 19 & 20
P.B. 1 PG. 21
D.B. 817 PG. 163
SALLIE WILLIAMS
PIN # 9778985122
404 BROAD ST
DWELLING
409 BROAD ST
DWELLING CONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYFES
RET. WALL
TIMBER
ENDWALL
CONC.
ENDWALL
CONC.
INV=391.19
INV=390.93
INV=390.83
INV=391.32
INV=391.22
INV=391.16
393.85
INV=
397.42
INV=INV=397.94
GRAVEL SURFACE
GRAVEL SURFACE
SIGN
GUY
GUY
24" VCP
NAVD 88
NAD 83 (2011)
Z 404.64
E 1979664.32
N 788426.18
TANYARD BRANCHT
ANYAR
D BRANC
H12"
H
D
PE402.23
INV=
INV=404.56
24" HDPE
INV=395.67
TREE
19"
EIP
TREE
30"
TREE
RED BUD
BIRCH
RIVER
baPaIaIaI
2" MTL. (OWASA)
(CORRODED)SVC (DOMINION)SVC (DUKE)
2" PLAS. (OWASA)
WATERLINE
EXPOSED
(TWC)(T
WC)(TWC)EOIEOI2" PLAS. (DOMINION)
SVC (AT&T)
SVC (AT&T)
SVC (AT&T)
SVC
(AT&T
)
SVC (AT&T)(DOMINION)SVC
(DUKE)SVC (DUKE)SVC (OWASA)
2" PLAS.
PLUG PIPE
PIPE
PLUG
40 LF
FLOW-FILL
6
0
L
F @
4.3
3
%5
4"
R
C
P-III
HW
SEE DETAIL 3
EST 40 SY CFM
w/ COIR FIBER MATTING
SPEC LAT 2' BASE DITCH
SEE DETAIL 1
EST 125 CY DDE
EST 107 SY CFM
50 LF @ 6.0%
MAT. ON BANKS
w/ COIR FIBER
INLET CHANNEL
30'R
INV=393.3
INV=395.9
SEE DETAIL 2
EST 46 SY GFD
EST 27 TONS
w/ CL I RIPRAP
OUTLET CHANNEL
SEE DETAIL SHEET C103D
ROCK CROSS-VANE
(TYPICAL)
30' BUFFER ZONE 2
TOWN OF CARRBORO
ZONE 1 (TYPICAL)
OF CARRBORO 30' BUFFER
JORDAN LAKE & TOWN
GRADE TO DRAIN
SELECT MATERIAL
EST 16 CY IMPERVIOUS
STREAM PLUG PI Sta. 11+23.24PI Sta. 12+60.0511+00 12+00 13+00
-EL-
10'
11+58 -EL-
BEG GRVL. PAVE.
12+69 -EL-
END GRVL. PAVE.
5'R
5'R
PANEL
CONC. DRIVEWAY
REMOVE & REPLACE
3'R
5'R
d 2:1B
D
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL 2' BASE DITCH
FROM STA. 11+75 TO STA. 12+12 -EL- RT
Slope
Fill
DETAIL 3
B=2.0 Ft.
d=1.0 Ft.
Min. D=1.5 Ft.
Type of Liner=Coir Fiber Matting
Ground
Natural
Matting
Coir Fiber
2:12:1D
( Not to Scale)
PIPE INLET CHANNEL
B
d
FROM STA. 12+11 TO STA. 12+54 -EL- RT
DETAIL 1
B=4.0 Ft.
d=2.5 Ft.
Min. D=2.5 Ft.
*When B is < 6.0'
Type of Liner=Coir Fiber Matting (CFM)
Ground
Natural
Ground
Natural
Matting
Coir Fiber
(Variable)
Channel Bed
( Not to Scale)
Geotextile
Elevation
Natural Bed
FROM STA. 11+69 TO STA. 11+89 -EL- LT
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 2
1.5'

Type of Liner= CL I Rip-Rap - Keyed-In
Length=18 Ft.
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
F
F
C
C
C
F
F F
F F
10 20 40200
PLANS SCALE: 1"=20'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
EROSION CONTROL PLAN
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
COIR FIBER WATTLE
ROCK SILT CHECK TYPE-A
SILT FENCE OUTLET
TREE PROTECTION FENCE
TEMPORARY SILT FENCE
SYMBOL LEGEND SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CE103
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_E103
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCDETOUR E&SC PLAN5/26/2020BROAD ST_Rdy_psh_E103.dgnrhowardEROSION CONTROL
DETOUR
3863873883
8
8
388388389389
3
8
93903903903
9
0390
3913913913913913913
9
1
3913913913923923
9
2
3923923923933933
9
3
3933933933933943943943943943943943953953953953
9
5
395395395395396396396396396396
3963963973973
9
73973973
9
7
398398398398398398399399399399
3993994004004004
0
0
400400401401401401
4014014014024024
0
2402 402402402402402402403403403403403403
403403403403403404404404
40440
4
404404404404404
404404404405405405405405405405405 405405405
405405406406406406406
406406406 406406406406
4074074074074074
0
74074
0
7 4074074074074074
0
8408408408 408408408408408408
408408408409409409409409409409409409 409409 4094104104104
10410410 4104104104104104104114114114114
11411 411411411
4114114124124124
1
2
412412 412412 412412
413413413413
413413 41341341341341441441441
4
4
1
4414414414 414415415415415415415415415416416416416
4
1
6416416416 416416417417417417
4
1
7417 4174184184184184
18 418419419419419
419 4194194204204204
2
0
4
2
0 4204204
2
1 421421421421 4214
2
1 421422422422422422422422423423423423424424424424424424424425425425425426426
426426427427
428432baPaIaIaI
2" MTL. (OWASA)
(CORRODED)SVC (DOMINION)SVC (DUKE)
2" PLAS. (OWASA)
WATERLINE
EXPOSED
(TWC)(T
WC)(TWC)EOIEOI2 1/4" PLAS.
Elv. 399.69'
TH 1
2" PLAS. (DOMINION)
2" MTL.
Elv. 398.67'
TH 2
SVC (AT&T)
SVC (AT&T)
SVC (AT&T)
SVC
(AT&T
)
SVC (AT&T)(DOMINION)SVC
(DUKE)SVC (DUKE)SVC (OWASA)
2" PLAS.
15" HDPE
36" HDP
E
36" HDP
E
36" HDP
E
BL-2
BL-1
BL-3
WOODED
WOODED
WOODED
WOODED WOODED WOODED
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
EIR EIR EIP EIR
EIP
EIP
7" TREE
10" TREE
7" TREE
12" TREE
10" TREE
19" TREE
BLOCK E
LOTS 19 & 20
P.B. 1 PG. 21
D.B. 817 PG. 163
SALLIE WILLIAMS
PIN # 9778985122
BLOCK A
LOTS 13 & 14
P.B. 1 PG. 21
& WANDA A. EDWARDS
JACQUELINE D. FOUSHEE
PIN # 9778987309
BLOCK A
LOTS 11 & 12
P.B. 1 PG. 21
D.B. 5504 PG. 147
& MARK A. DAVIS
E. LANCE UNDERWOOD, JR.
PIN # 9778987315
BLOCK A
LOTS 9 & 10
P.B. 1 PG. 21
D.B. 5741 PG. 153
& ARDYS G. PALMER
REED N. PALMER
PIN # 9778987330
BLOCK A
LOTS 7 & 8
P.B. 1 PG. 21
D.B. 4922 PG. 318
CHRISTEN CAMPBELL
MATTHIEU CAMPBELL &
PIN # 9778987204
BLOCK A
LOTS 3, 4, 5 & 6
P.B. 1 PG. 21
D.B. 6088 PG. 559
CAROLE FALTERMEIER
PIN # 9778987139
D.B. 3591 PG. 51
LESLIE MONTANA
MARC SERRE &
PIN # 9778984138
BLOCK E
LOTS 30, 31 & 32
P.B. 1 PG. 21
D.B. 4117 PG. 158
JOHN M. KURTZ
PIN # 9778985410
404 BROAD ST
DWELLING
409 BROAD ST
DWELLING CONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYFES
RET. WALL
TIMBER
ENDWALL
CONC.
ENDWALL
CONC.
INV=391.19
INV=390.93
INV=390.83
INV=391.32
INV=391.22
INV=391.16
393.85
INV=
397.42
INV=INV=397.94
GRAVEL SURFACE
GRAVEL SURFACE
SIGN
GUY
GUY
FFE=396.38
410 BROAD ST
DWELLING
FFE=402.16
408 BROAD ST
DWELLING
FFE=410.66
406 BROAD ST
DWELLING
24" VCP NC GRIDNAD 83 NA 2011NAVD 88
NAD 83 (2011)
Z 414.61
E 1979644.31
N 788524.47
NAVD 88
NAD 83 (2011)
Z 404.64
E 1979664.32
N 788426.18
NAVD 88
NAD 83 (2011)
Z 423.37
E 1979676.40
N 788161.75
DRIVEWAY
GRAVEL TANYARD BRANCHT
ANYAR
D BRANC
H12"
H
D
PE402.23
INV=
INV=404.56
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
24" HDPE
INV=395.67
TREE
19"
EIP
46' R/W
46' R/W
TREE
30"
TREE
RED BUD
BIRCH
RIVER
(TEMP.)
24" PIPE
(TEMP.)
12" PIPE
(TEMP.)
24" PIPE
14 LF OF 24" HDPE
REMOVE FES &
COUPLE
TEMP. PIPEPOT Sta. 10+00.00PI Sta. 11+23.24PI Sta. 12+60.05PI Sta. 14+00.27POT Sta. 14+50.2710+00
11+00 12+00 13+00
14+00-EL-
10'
11+58 -EL-
BEG GRVL. PAVE.
12+69 -EL-
END GRVL. PAVE.
5'R
5'R
3'R
5'R
PI Sta 10+16.33
D
L = 28.93'
T = 16.33'
R = 25.00'
PI Sta 11+07.97
D
L = 80.78'
T = 79.04'
R = 35.00'
PI Sta 11+26.69
D
L = 29.84'
T = 16.98'
R = 25.00'
PRC Sta. 10+28.93 -DET-PRC St
a. 11+09.71 -DET-
11+00POT Sta. 11+58.24 - EL-PC Sta. 10+00.00 -DET-POT Sta. 12+69.04 -EL-PT Sta. 11+39.54 -DET-10'
-DET-
SHORING
TEMPORARY
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
10 20 40200
PLANS SCALE: 1"=20'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
EROSION CONTROL PLAN
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
COIR FIBER WATTLE
ROCK SILT CHECK TYPE-A
SILT FENCE OUTLET
TREE PROTECTION FENCE
TEMPORARY SILT FENCE
SYMBOL LEGEND SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CE104
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_E104
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCFINAL GRADE E&SC PLAN5/26/2020BROAD ST_Rdy_psh_E104.dgnrhowardEROSION CONTROL
FINAL GRADE
baPaIaIaI
2" MTL. (OWASA)
(CORRODED)SVC (DOMINION)SVC (DUKE)
2" PLAS. (OWASA)
WATERLINE
EXPOSED
(TWC)(T
WC)(TWC)EOIEOI2 1/4" PLAS.
Elv. 399.69'
TH 1
2" PLAS. (DOMINION)
2" MTL.
Elv. 398.67'
TH 2
SVC (AT&T)
SVC (AT&T)
SVC (AT&T)
SVC
(AT&T
)
SVC (AT&T)(DOMINION)SVC
(DUKE)SVC (DUKE)SVC (OWASA)
2" PLAS.
15" HDPE
36" HDP
E
36" HDP
E
36" HDP
E
BL-2
BL-1
BL-3
WOODED
WOODED
WOODED
WOODED WOODED WOODED
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
EIR EIR EIP EIR
EIP
EIP
7" TREE
10" TREE
7" TREE
12" TREE
10" TREE
19" TREE
BLOCK E
LOTS 19 & 20
P.B. 1 PG. 21
D.B. 817 PG. 163
SALLIE WILLIAMS
PIN # 9778985122
BLOCK A
LOTS 13 & 14
P.B. 1 PG. 21
& WANDA A. EDWARDS
JACQUELINE D. FOUSHEE
PIN # 9778987309
BLOCK A
LOTS 11 & 12
P.B. 1 PG. 21
D.B. 5504 PG. 147
& MARK A. DAVIS
E. LANCE UNDERWOOD, JR.
PIN # 9778987315
BLOCK A
LOTS 9 & 10
P.B. 1 PG. 21
D.B. 5741 PG. 153
& ARDYS G. PALMER
REED N. PALMER
PIN # 9778987330
BLOCK A
LOTS 7 & 8
P.B. 1 PG. 21
D.B. 4922 PG. 318
CHRISTEN CAMPBELL
MATTHIEU CAMPBELL &
PIN # 9778987204
BLOCK A
LOTS 3, 4, 5 & 6
P.B. 1 PG. 21
D.B. 6088 PG. 559
CAROLE FALTERMEIER
PIN # 9778987139
D.B. 3591 PG. 51
LESLIE MONTANA
MARC SERRE &
PIN # 9778984138
BLOCK E
LOTS 30, 31 & 32
P.B. 1 PG. 21
D.B. 4117 PG. 158
JOHN M. KURTZ
PIN # 9778985410
404 BROAD ST
DWELLING
409 BROAD ST
DWELLING CONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYFES
RET. WALL
TIMBER
ENDWALL
CONC.
ENDWALL
CONC.
INV=391.19
INV=390.93
INV=390.83
INV=391.32
INV=391.22
INV=391.16
393.85
INV=
397.42
INV=INV=397.94
GRAVEL SURFACE
GRAVEL SURFACE
SIGN
GUY
GUY
FFE=396.38
410 BROAD ST
DWELLING
FFE=402.16
408 BROAD ST
DWELLING
FFE=410.66
406 BROAD ST
DWELLING
24" VCP NC GRIDNAD 83 NA 2011NAVD 88
NAD 83 (2011)
Z 414.61
E 1979644.31
N 788524.47
NAVD 88
NAD 83 (2011)
Z 404.64
E 1979664.32
N 788426.18
NAVD 88
NAD 83 (2011)
Z 423.37
E 1979676.40
N 788161.75
DRIVEWAY
GRAVEL TANYARD BRANCHT
ANYAR
D BRANC
H12"
H
D
PE402.23
INV=
INV=404.56
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
24" HDPE
INV=395.67
TREE
19"
EIP
46' R/W
46' R/W
TREE
30"
TREE
RED BUD
BIRCH
RIVER
PLUG PIPE
PIPE
PLUG
40 LF
FLOW-FILL
6
0
L
F @
4.3
3
%5
4"
R
C
P-III
HW
SEE DETAIL 3
EST 40 SY CFM
w/ COIR FIBER MATTING
SPEC LAT 2' BASE DITCH
d 2:1B
D
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL 2' BASE DITCH
FROM STA. 11+75 TO STA. 12+12 -EL- RT
Slope
Fill
DETAIL 3
B=2.0 Ft.
d=1.0 Ft.
Min. D=1.5 Ft.
Type of Liner=Coir Fiber Matting
Ground
Natural
Matting
Coir Fiber
2:12:1D
( Not to Scale)
PIPE INLET CHANNEL
B
d
FROM STA. 12+11 TO STA. 12+54 -EL- RT
DETAIL 1
B=4.0 Ft.
d=2.5 Ft.
Min. D=2.5 Ft.
*When B is < 6.0'
Type of Liner=Coir Fiber Matting (CFM)
Ground
Natural
Ground
Natural
SEE DETAIL 1
EST 125 CY DDE
EST 107 SY CFM
50 LF @ 6.0%
MAT. ON BANKS
w/ COIR FIBER
INLET CHANNEL
Matting
Coir Fiber
30'R
SEE DETAIL 2
EST 46 SY GFD
EST 27 TONS
w/ CL I RIPRAP
OUTLET CHANNEL
SEE DETAIL SHEET C103D
ROCK CROSS-VANE
(Variable)
Channel Bed
(TYPICAL)
30' BUFFER ZONE 2
TOWN OF CARRBORO
(TYPICAL)
BUFFER ZONE 2
JORDAN LAKE 20'
ZONE 1 (TYPICAL)
OF CARRBORO 30' BUFFER
JORDAN LAKE & TOWN
GRADE TO DRAIN
SELECT MATERIAL
EST 16 CY IMPERVIOUS
STREAM PLUG POT Sta. 10+00.00PI Sta. 11+23.24PI Sta. 12+60.05PI Sta. 14+00.27POT Sta. 14+50.2710+00
11+00 12+00 13+00
14+00-EL-
10'
11+58 -EL-
BEG GRVL. PAVE.
12+69 -EL-
END GRVL. PAVE.
5'R
5'R
PANEL
CONC. DRIVEWAY
REMOVE & REPLACE
3'R
5'R
8240 SF
DISTURBED AREA
PROPOSED DITCH LINE.
EROSION CONTROL IN THE
INSTALL MATTING FOR
Sta. 11+58 to 12+69 -EL- RT
on Slope as Work Allows.
Place Matting for Erosion Control
( Not to Scale)
Geotextile
Elevation
Natural Bed
FROM STA. 11+69 TO STA. 11+89 -EL- LT
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 2
1.5'

Type of Liner= CL I Rip-Rap - Keyed-In
Length=18 Ft.
F
F
C
C
C
F
F F
F F
10 20 40200
PLANS SCALE: 1"=20'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
D
D
D0.016 AC.
REFORESTATION
STREAMBANK
TYPE 2 SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CE201
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_E201
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCSTREAMBANK REFORESTATION PLAN5/26/2020BROAD ST_Rdy_psh_E201.dgnrhowardTYPE 1 STREAMBANK REFORESTATION
TYPE 2 STREAMBANK REFORESTATION
0.010 AC.
REFORESTATION
STREAMBANK
TYPE 2
0.021 AC.
REFORESTATION
STREAMBANK
TYPE 1 NC GRIDNAD 83 NA 2011SEE PLAN SHEETS FOR AREAS TO BE PLANTED
DIBBLE PLANTING METHOD
firming soil at top.
5. Push handle forward
PLANTING NOTES:
correct depth.
and place seedling at
2. Remove planting bar
USING THE KBC PLANTING BAR
PLANTING DETAILS
MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING:
toward planter.
as shown and pull handle
1. Insert planting bar
root systems from drying.
container to prevent the
canvas bag or similar
shall be kept in a moist
During planting, seedlings
PLANTING BAG
soil at bottom.
toward planter, firming
4. Pull handle of bar
thoroughly.
hole open. Water
6. Leave compaction
PAID FOR AS "STREAMBANK REFORESTATION"
NOTE: TYPE 1 AND TYPE 2 STREAMBANK REFORESTATION SHALL BE
STREAMBANK REFORESTATION
TYPE 1
50% CORNUS AMOMUM
50% SALIX NIGRA
SILKY DOGWOOD
BLACK WILLOW
TYPE 2
TYPE II
TYPE I
FT.
STREAM
STREAMBANK REFORESTATION TYPICAL
8 FT.
4
from seedling.
2 inches toward planter
3. Insert planting bar
1 inch thick at center.
4 inches wide and
be 12 inches long,
cross section, and shall
blade with a triangular
Planting bar shall have a
KBC PLANTING BAR
root collar.
10 inches below the
no roots extend more than
pruned, if necessary, so that
All seedlings shall be root
ROOT PRUNING
2 inch
25% BETULA NIGRA
25% PRUNUS SEROTINA
25% PLATANUS OCCIDENTALIS
25% LIRIODENDRON TULIPIFERA
RIVER BIRCH
BLACK CHERRY
SYCAMORE
TULIP POPLAR
BAREROOT PLANTING DETAILLIVE STAKES PLANTING DETAIL
BUDS (FACING UPWARD)
ANGLE CUT 30°-45°
SQUARE CUT
GROUND
EXISTING/PROPOSED
LIVE STAKES
BANK STABILIZATION WITH LIVE STAKES
LIVE STAKE
COIR FIBER MAT
(1/2"-2" DIAMETER)
LIVE CUTTING
2 - 3 Feet
2 ft - 3 ft LIVE STAKES
2 ft - 3 ft LIVE STAKES
STREAMBED
EXISTING/PROPOSED
APPROXIMATELY 2724 PLANTS PER ACRE.
ON CENTER, RANDOM SPACING, AVERAGING 4 FT. ON CENTER,
TYPE 1 STREAMBANK REFORESTATION SHALL BE PLANTED 3 FT. TO 5 FT.
APPROXIMATELY 680 PLANTS PER ACRE.
ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON CENTER,
TYPE 2 STREAMBANK REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT.
OF LIVE STAKE IS WITHIN GROUND
LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4
ON CENTER
LIVE STAKES SHALL BE SPACED APPROXIMATELY 4 FEET
NOTE:
12 in - 18 in BARE ROOT
12 in - 18 in BARE ROOT
12 in - 18 in BARE ROOT
12 in - 18 in BARE ROOT
baPaIaIaI
2" MTL. (OWASA)
(CORRODED)SVC (DOMINION)SVC (DUKE)
2" PLAS. (OWASA)
WATERLINE
EXPOSED
(TWC)(T
WC)(TWC)EOIEOI2 1/4" PLAS.
Elv. 399.69'
TH 1
2" PLAS. (DOMINION)
2" MTL.
Elv. 398.67'
TH 2
SVC (AT&T)
SVC (AT&T)
SVC (AT&T)
SVC
(AT&T
)
SVC (AT&T)(DOMINION)SVC
(DUKE)SVC (DUKE)SVC (OWASA)
2" PLAS.
15" HDPE
36" HDP
E
36" HDP
E
36" HDP
E
BL-2
BL-3
WOODED
WOODED
WOODED
WOODED WOODED WOODED
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
EIR EIR EIP EIR
EIP
EIP
7" TREE
10" TREE
7" TREE
12" TREE
10" TREE
19" TREE
BLOCK E
LOTS 19 & 20
P.B. 1 PG. 21
D.B. 817 PG. 163
SALLIE WILLIAMS
PIN # 9778985122
BLOCK A
LOTS 13 & 14
P.B. 1 PG. 21
& WANDA A. EDWARDS
JACQUELINE D. FOUSHEE
PIN # 9778987309
BLOCK A
LOTS 11 & 12
P.B. 1 PG. 21
D.B. 5504 PG. 147
& MARK A. DAVIS
E. LANCE UNDERWOOD, JR.
PIN # 9778987315
BLOCK A
LOTS 9 & 10
P.B. 1 PG. 21
D.B. 5741 PG. 153
& ARDYS G. PALMER
REED N. PALMER
PIN # 9778987330
BLOCK A
LOTS 7 & 8
P.B. 1 PG. 21
D.B. 4922 PG. 318
CHRISTEN CAMPBELL
MATTHIEU CAMPBELL &
PIN # 9778987204
BLOCK A
LOTS 3, 4, 5 & 6
P.B. 1 PG. 21
D.B. 6088 PG. 559
CAROLE FALTERMEIER
PIN # 9778987139
D.B. 3591 PG. 51
LESLIE MONTANA
MARC SERRE &
PIN # 9778984138
BLOCK E
LOTS 30, 31 & 32
P.B. 1 PG. 21
D.B. 4117 PG. 158
JOHN M. KURTZ
PIN # 9778985410
404 BROAD ST
DWELLING
409 BROAD ST
DWELLING CONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYFES
RET. WALL
TIMBER
ENDWALL
CONC.
ENDWALL
CONC.
INV=391.19
INV=390.93
INV=390.83
INV=391.32
INV=391.22
INV=391.16
393.85
INV=
397.42
INV=INV=397.94
GRAVEL SURFACE
GRAVEL SURFACE
SIGN
GUY
GUY
FFE=396.38
410 BROAD ST
DWELLING
FFE=402.16
408 BROAD ST
DWELLING
FFE=410.66
406 BROAD ST
DWELLING
24" VCP
NAVD 88
NAD 83 (2011)
Z 414.61
E 1979644.31
N 788524.47
NAVD 88
NAD 83 (2011)
Z 404.64
E 1979664.32
N 788426.18
DRIVEWAY
GRAVEL TANYARD BRANCHT
ANYAR
D BRANC
H12"
H
D
PE402.23
INV=
INV=404.56
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
24" HDPE
INV=395.67
TREE
19"
EIP
46' R/W
TREE
30"
TREE
RED BUD
BIRCH
RIVER
PLUG PIPE
PIPE
PLUG
40 LF
FLOW-FILL
6
0
L
F @
4.3
3
%5
4"
R
C
P-III
HW
SEE DETAIL 3
EST 40 SY CFM
w/ COIR FIBER MATTING
SPEC LAT 2' BASE DITCH
d 2:1B
D
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL 2' BASE DITCH
FROM STA. 11+75 TO STA. 12+12 -EL- RT
Slope
Fill
DETAIL 3
B=2.0 Ft.
d=1.0 Ft.
Min. D=1.5 Ft.
Type of Liner=Coir Fiber Matting
Ground
Natural
Matting
Coir Fiber
2:12:1D
( Not to Scale)
PIPE INLET CHANNEL
B
d
FROM STA. 12+11 TO STA. 12+54 -EL- RT
DETAIL 1
B=4.0 Ft.
d=2.5 Ft.
Min. D=2.5 Ft.
*When B is < 6.0'
Type of Liner=Coir Fiber Matting (CFM)
Ground
Natural
Ground
Natural
SEE DETAIL 1
EST 125 CY DDE
EST 107 SY CFM
50 LF @ 6.0%
MAT. ON BANKS
w/ COIR FIBER
INLET CHANNEL
Matting
Coir Fiber
30'R
SEE DETAIL 2
EST 46 SY GFD
EST 27 TONS
w/ CL I RIPRAP
OUTLET CHANNEL
SEE DETAIL SHEET C103D
ROCK CROSS-VANE
(Variable)
Channel Bed
(TYPICAL)
30' BUFFER ZONE 2
TOWN OF CARRBORO
(TYPICAL)
BUFFER ZONE 2
JORDAN LAKE 20'
ZONE 1 (TYPICAL)
OF CARRBORO 30' BUFFER
JORDAN LAKE & TOWN POT Sta. 10+00.00PI Sta. 11+23.24PI Sta. 12+60.0510+00
11+00 12+00 13+00
-EL-
PANEL
CONC. DRIVEWAY
REMOVE & REPLACE
( Not to Scale)
Geotextile
Elevation
Natural Bed
FROM STA. 11+69 TO STA. 11+89 -EL- LT
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 2
1.5'

Type of Liner= CL I Rip-Rap - Keyed-In
Length=18 Ft.
F
F
C
C
C
F
F F
F F
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
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.

FLOW
A A
*T = 12" MIN., 18" MAX.
H
WIDTH
*T
PLAN
SECTION A-A
SECTION B-B
B
B
2/3 CHANNEL
STRUCTURAL STONE
SEDIMENT CONTROL STONE
2' MIN
2' MIN
L=3xH
12"
1633.01 1633.01
1 1 1 1TEMPORARY ROCK SILT CHECK TYPE `A'TEMPORARY ROCK SILT CHECK TYPE `A'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 FORCONTROL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
FOR STRUCTURAL STONE.
USE CLASS 'B' EROSION CONTROL 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: SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CE301A
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_E301
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCEROSION CONTROL DETAILS5/26/2020BROAD ST_Rdy_psh_E301.dgnrhowardSTEEL POST
2'-0"WOVEN WIRE FABRIC
VARIABLE AS DIRECTED BY THE ENGINEER
8' MAX.
GRADE
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
MIN. 10 GA.
LINE WIRES
TREE PROTECTION AREA
DO NOT ENTER
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
WARNING SIGN
PLASTIC OR
WIRE TIES
FRONT VIEW
SIDE VIEW
WARNING SIGN
NOTE: FOR TREE PROTECTION ONLY
WARNING SIGN DETAIL
PROVIDE WARNING
LANGUAGE IN BOTH
ENGLISH AND SPANISH,
AS SHOWN
40"36"4'-0"4"4"4"4"4"4"DO NOT ENTER
TREE PROTECTION AREA
PARA ARBOLES - NO ENTRE
ZONA DE PROTECCION
1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE
2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.
4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
ON CENTER FOR THE REMAINDER
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.
8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE
AND SPACED AS SHOWN.36"NOTES:
UNLESS OTHERWISE APPROVED BY ENGINEER.
STANDARD TREE PROTECTION DETAIL
NATURAL GROUND
NATURAL GROUND
FLOW
2'(MAX.)
CROSS SECTION
CROSS SECTION
TRAPEZOIDAL DITCH
VEE DITCH
EDGE OF PAVEMENT
ISOMETRIC VIEW
PAVEMENT
SHLD.
SLOPE
BACK
SLOPEDITCH
STAKE
2' UPSLOPE
MATTING
STAKE
2' DOWNSLOPE
STAKE
2' UPSLOPE
MATTING
STAKE
2' DOWNSLOPE
TOP VIEW
6'(MIN.)
12"(MIN.)
STAKE
UPSLOPE
STAKE
DOWNSLOPE
MATTING
MATTING
See Inset B
INSET B
STAPLES
VAR.
2'(MIN.)
2 IN.
See Inset A
INSET A
STAKES
COIR FIBER WATTLE DETAIL
STANDARD SPECIFICATIONS.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
CROSS SECTION.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.
NOTES:
COIR FIBER WATTLE
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CE301B
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_E301
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCEROSION CONTROL DETAILS5/26/2020BROAD ST_Rdy_psh_E301.dgnrhoward
MATTING INSTALLATION DETAIL
NOTES:
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
MATTING IN DITCHES
MATTING ON SLOPES
BACKFILL
MATTING SHALL BE
PLACED IN TRENCH
AND BACKFILLED
18"
(MIN.)
6" MIN
STAPLES ON
1' CENTERS
IN TRENCH
EXISTING
GROUND
6"
(MIN.)
S L OP E
STAPLES ON
1' CENTERS
IN TRENCH
NOT TO SCALE
A
B
A
B
A
4"
4"
10"
10"
10"
DIAGRAM B
DIAGRAM A
10"
6"
30'
C
4"
4"
30'
C
STAPLE
CHECK
10"
4"
4"
Staple
Check
Staple
Staple Check Pattern
DIAGRAM c1 1/2'6'
3'
3'
Staple SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CE301C
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_E301
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCEROSION CONTROL DETAILS5/26/2020BROAD ST_Rdy_psh_E301.dgnrhowardDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, COIR FIBER, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION.
10 20 40200
PLANS SCALE: 1"=20'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
390
394
398
402
406
410
414
418
422
10+00 11+00 12+00
390
394
398
402
406
410
414
418
422NC GRIDNAD 83 NA 2011 SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CU101
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_U101
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCUTILITY PLAN5/26/2020BROAD ST_Rdy_psh_U101.dgnrhoward14+0013+00
6
0
L
F @
4.3
3
%5
4"
R
C
P-III
HW
(TYPICAL)
30' BUFFER ZONE 2
TOWN OF CARRBORO
(TYPICAL)
BUFFER ZONE 2
JORDAN LAKE 20'
ZONE 1 (TYPICAL)
OF CARRBORO 30' BUFFER
JORDAN LAKE & TOWN
15" HDPE
36" HDP
E
36" HDP
E
36" HDP
E
BL-2
BL-3
WOODED
WOODED
WOODED
WOODED WOODED WOODED
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
EIR EIR EIP EIR
EIP
EIP
7" TREE
10" TREE
7" TREE
12" TREE
10" TREE
19" TREE
BLOCK E
LOTS 19 & 20
P.B. 1 PG. 21
D.B. 817 PG. 163
SALLIE WILLIAMS
PIN # 9778985122
BLOCK A
LOTS 13 & 14
P.B. 1 PG. 21
& WANDA A. EDWARDS
JACQUELINE D. FOUSHEE
PIN # 9778987309
BLOCK A
LOTS 11 & 12
P.B. 1 PG. 21
D.B. 5504 PG. 147
& MARK A. DAVIS
E. LANCE UNDERWOOD, JR.
PIN # 9778987315
BLOCK A
LOTS 3, 4, 5 & 6
P.B. 1 PG. 21
D.B. 6088 PG. 559
CAROLE FALTERMEIER
PIN # 9778987139
BLOCK E
LOTS 30, 31 & 32
P.B. 1 PG. 21
D.B. 4117 PG. 158
JOHN M. KURTZ
PIN # 9778985410
404 BROAD ST
DWELLING
409 BROAD ST
DWELLING CONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYCONC. DRIVEWAYFES
RET. WALL
TIMBER
ENDWALL
CONC.
ENDWALL
CONC.
INV=391.19
INV=390.93
INV=390.83
INV=391.32
INV=391.22
INV=391.16
393.85
INV=
397.42
INV=INV=397.94
GRAVEL SURFACE
GRAVEL SURFACE
SIGN
GUY
GUY
FFE=402.16
408 BROAD ST
DWELLING
FFE=410.66
406 BROAD ST
DWELLING
24" VCP
NAVD 88
NAD 83 (2011)
Z 414.61
E 1979644.31
N 788524.47
NAVD 88
NAD 83 (2011)
Z 404.64
E 1979664.32
N 788426.18
DRIVEWAY
GRAVEL TANYARD BRANCHT
ANYAR
D
B
R
ANC
H12"
H
D
PE402.23
INV=
INV=404.56
(P.B. 1 PG. 21)
BROAD STREET - 46' PUBLIC R/W
24" HDPE
INV=395.67
TREE
19"
EIP
46' R/W
TREE
30"
TREE
RED BUD
BIRCH
RIVER
baPaIaIaI
2" MTL. (OWASA)
(CORRODED)SVC (DOMINION)SVC (DUKE)
2" PLAS. (OWASA)
WATERLINE
EXPOSED
(TWC)(T
WC)(TWC)EOIEOI2" PLAS. (DOMINION)
SVC (AT&T)
SVC (AT&T)
SVC (AT&T)
SVC
(AT&T
)
SVC (AT&T)(DOMINION)SVC
(DUKE)SVC (DUKE)SVC (OWASA)
2" PLAS. POT Sta. 10+00.00PI Sta. 11+23.24PI Sta. 12+60.05PI Sta. 14+00.2710+00
11+00 12+00 13+00
14+00-EL-
WATER LINE
EX. 2" PLASTIC
MIN.
12"
(TYP.)
45 DEG. BENDS
(4) 2" VERTICAL
2" PVC WATER LINE
MIN.
30"
EXIST. 24" HDPE
(-)3
.0039%
(+)3.8000%
GRADE
PROPOSED
PI = 12+00.00
EL = 403.50'
VC = 55'
K = 8
54" RCP-III
-EL- STA 11+58.00
BEGIN GRAVEL PAVE.
ELEV=404.40
-EL- STA 11+70.00
BEGIN GRADING
ELEV=405.40
-EL- STA 12+50.00
END GRADING
-EL- STA 12+69.00
END GRAVEL PAVE.
2" 90 DEG.ELBOW
2" TEE
EX. 2" WL
CUT & CAP
OF EX. 2" WL
REMOVE 45 LF
2" PVC WATER LINE
REMOVE & REPLACE
(TYPICAL)
45 DEG. BENDS
(4) 2" VERTICAL
WATER LINE
INSTALL 2" PVC
WATER SERVICE LINE
ADJUST & RECONNECT
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS SUNGATE DESIGN GROUP, P.A.ENG FIRM LICENSE NO. C-890TEL [phone]RALEIGH, NORTH CAROLINA 27606905 JONES FRANKLIN ROAD2020 SUNGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED.SHEET NO.CU201
REVISIONS:
REVIEWED BY:
RCH
DRAWN BY:
DATE:
DRAWING NAME:
JGD
1083-20003
BROAD ST_Rdy_psh_U201
03/03/2020
PROJECT# :BROAD ST CULVERT REPLACEMENTCARRBORO, NCUTILITY DETAILS5/26/2020BROAD ST_Rdy_psh_U201.dgnrhoward