20071778 Ver 4_Site Plan_20140617

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BEGIN PROJECT
ICBM]
BEGIN CONSTRUCTI
Sta. 10+02.39 -Ll-
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MECKLENBURG COUNTY
NORTH CAROLINA
` "° ` "°" �CT TOBY CREEK GREENWAY
2939
Newe
F.,
If
PHASE II
TYPE OF WORK:
GRADING, PAVING, STRUCTURE, DRAINAGE
& EROSION CONTROL
NCDOT TIP: C -5225
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BRIDGE S1
X00 G
0
BOARDWALK 5
GOUR'C
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0
B
UNIVERSITY CITY BOULEVARD
I
END CONSTRUCTION
Sta. 81 + 00.79 -L2-
OARDWALK 4
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PRELIMINARY PLANS I
DO NOT USE FOR CONSTRUCTION
\\ V
Firm License No. C -105
421 Fayetteville St
�� �'" Suite 40
r,' ',
O � (� Raleigh, NC 2760
"` T 919.380.875
\ S T E WA R T _w.stewartlnc.co
BOARDWALK 3 a
BOARDWALK 2
FsT� BEGIN CONSTRUCTION
Sta. 21 + 69.88 -L2-
END CONSTRUCTI
Sta. 21 + 91.36 -Ll-
BOARDWALK 1
PROJECT LENGTH
LENGTH OF PROJECT = 1.563 MILES
LENGTH OF BOARDWALK = 0.396 MILES
LENGTH OF BRIDGE = 0.013 MILES
INDEX OF SHEETS
1
1A
1B -1C
2 -2C
2C - 2K
4 -9
4EC - 9EC
TM P -1 - TM P- 3
S1-S6
SB1 - SB8
S131A - SB8A
TITLE
SYMBOLOGY SHEET
NOTES
TYPICAL SECTIONS
DETAILS
PLAN & PROFILE SHEETS
GRADING & SEDIMENT CONTROL SHEETS
TRAFFIC MANAGEMENT PLAN
STRUCTURE PLAN
BOARDWALK PLAN
BOARDWALK PLAN (ALTERNATE)
GRAPHIC SCALES
50 25 0 50 100 50 25 0 50 100 70 5 0 70
PLANS PROFILE (HORIZONTAL) PROFILE (VERTICAL)
20
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SEAL
36698 �?
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DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: 1 " =50'

Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY.-
State Line ------
County Line
Township Line - --
City Line --
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel /Sequence Number
Existing Fence Line X
0
EIP
ECM
123
X X
Proposed Woven W
Wire Fence
Proposed Chain L
Link Fence
Proposed Barbed W
Wire Fence
E ' 'n W tl nd B
B - --
u ary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Known Soil Contamination: Area or Site
Potential Soil Contamination: Area or Site
BUILDINGS AND OTHER CULTURE:
WLB
EAB
EPB
r
r
Gas Pump Vent or U/G Tank Cap 0
Sign S
Well W
w
Small Mine
Foundation 0
Area Outline
Cemetery fi
Building
School
Church
Dam
HYDROLOGY.-
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
C r% r; r% rr
1-1 11 .ZI
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
is
BZ 1
BZ 2
< -- - --
FLOW
RAILROADS:
Standard Gauge " " " "
CSX TRANSPORTATION
RR Signal Milepost 0
g p MILEPOST 35
Switch 0
SWITCH
RR Abandoned
RR Dismantled
RIGHT OF WAY.-
Baseline Control Point
Existing Right of Way Marker 0
Existing Right of Way Line
Proposed Right of Way Line R
Proposed Right of Way Line with R
Iron Pin and Cap Marker
Proposed Right of Way Line with R
Concrete or Granite R/W Marker
Proposed Control of Access Line with c
Concrete C/A Marker vk5l \A
Existing Control of Access /c\,
\A,
Proposed Control of Access C
Existing Easement Line E
Proposed Temporary Construction Easement - E
Proposed Temporary Drainage Easement TDE
Proposed Permanent Drainage Easement PDE
Proposed Permanent Drainage /Utility Easement
Proposed Permanent Utility Easement PUE
Proposed Temporary Utility Easement TUE
Proposed Aerial Utility Easement AUE
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb —
Proposed Slope Stakes Cut - - - C - - -
Proposed Slope Stakes Fill - - - F - - -
Proposed Curb Ramp ACC
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION.-
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H -Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E. *)
TELEPHONE:
Vineyard
l CONC
) CONC WW
CONC HW
0 CB
O
i
b
0
P
- - - - P - - - -
Existing Telephone Pole &-
Proposed Telephone Pole -0-
Telephone Manhole O
Telephone Booth ❑D
Telephone Pedestal ❑D
Telephone Cell Tower
U/G Telephone Cable Hand Hole HH
Recorded U/G Telephone Cable T
Designated U/G Telephone Cable (S.U.E. *) - - - —T— - - -
Recorded U/G Telephone Conduit TC
Designated U/G Telephone Conduit (S.U.E. *y - - - —TG— - - -
Recorded U/G Fiber Optics Cable T Fa
Designated U/G Fiber Optics Cable (S.U.E. *t - - - -T Fo- - -
WATER:
Water Manhole
Water Meter o
Water Valve
Water Hydrant 0
Recorded U/G Water Line W
Designated U/G Water Line (S.U.E.* - - - -W- - - -
Above Ground Water Line A/G Water
TV:
TV Satellite Dish C�
TV Pedestal 0
TV Tower 0
U/G TV Cable Hand Hole HH
Recorded U/G TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - —TV— - - -
Recorded U/G Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. *�-- - - - —TV Fo- - -
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E. *)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E. *)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E. *)
Abandoned According to Utility Records
End of Information
0
0
—G-
-G— — — —
A/G Gas
OO
O
SS
A/G Sanitary Sewer
FSS
FSS
•
0
0
❑
0
UST
0
AATU R
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1P1R1E1LIMINA1RY PLANS I
DO NOT USE FOR CONSTRUCTION
Firm License No. 40
WNW 421 Fayetteville St
Suite ite 40
Raleigh, NC 2760
T 919.380.875
... ste"'tinc -co
STEWART
"r11111rrry
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SEAL
36698
•:
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DATE: JUNE 6, 2014
REVISIONS:
NO. I DATE
PROJECT NO.:
X12044.00
SCALE: 1"=50'
1A
HYDROLOGY.-
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
C r% r; r% rr
1-1 11 .ZI
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
is
BZ 1
BZ 2
< -- - --
FLOW
RAILROADS:
Standard Gauge " " " "
CSX TRANSPORTATION
RR Signal Milepost 0
g p MILEPOST 35
Switch 0
SWITCH
RR Abandoned
RR Dismantled
RIGHT OF WAY.-
Baseline Control Point
Existing Right of Way Marker 0
Existing Right of Way Line
Proposed Right of Way Line R
Proposed Right of Way Line with R
Iron Pin and Cap Marker
Proposed Right of Way Line with R
Concrete or Granite R/W Marker
Proposed Control of Access Line with c
Concrete C/A Marker vk5l \A
Existing Control of Access /c\,
\A,
Proposed Control of Access C
Existing Easement Line E
Proposed Temporary Construction Easement - E
Proposed Temporary Drainage Easement TDE
Proposed Permanent Drainage Easement PDE
Proposed Permanent Drainage /Utility Easement
Proposed Permanent Utility Easement PUE
Proposed Temporary Utility Easement TUE
Proposed Aerial Utility Easement AUE
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb —
Proposed Slope Stakes Cut - - - C - - -
Proposed Slope Stakes Fill - - - F - - -
Proposed Curb Ramp ACC
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION.-
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H -Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E. *)
TELEPHONE:
Vineyard
l CONC
) CONC WW
CONC HW
0 CB
O
i
b
0
P
- - - - P - - - -
Existing Telephone Pole &-
Proposed Telephone Pole -0-
Telephone Manhole O
Telephone Booth ❑D
Telephone Pedestal ❑D
Telephone Cell Tower
U/G Telephone Cable Hand Hole HH
Recorded U/G Telephone Cable T
Designated U/G Telephone Cable (S.U.E. *) - - - —T— - - -
Recorded U/G Telephone Conduit TC
Designated U/G Telephone Conduit (S.U.E. *y - - - —TG— - - -
Recorded U/G Fiber Optics Cable T Fa
Designated U/G Fiber Optics Cable (S.U.E. *t - - - -T Fo- - -
WATER:
Water Manhole
Water Meter o
Water Valve
Water Hydrant 0
Recorded U/G Water Line W
Designated U/G Water Line (S.U.E.* - - - -W- - - -
Above Ground Water Line A/G Water
TV:
TV Satellite Dish C�
TV Pedestal 0
TV Tower 0
U/G TV Cable Hand Hole HH
Recorded U/G TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - —TV— - - -
Recorded U/G Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. *�-- - - - —TV Fo- - -
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E. *)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E. *)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E. *)
Abandoned According to Utility Records
End of Information
0
0
—G-
-G— — — —
A/G Gas
OO
O
SS
A/G Sanitary Sewer
FSS
FSS
•
0
0
❑
0
UST
0
AATU R
E.0.1.
� 4
bD
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w
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Y
w
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1P1R1E1LIMINA1RY PLANS I
DO NOT USE FOR CONSTRUCTION
Firm License No. 40
WNW 421 Fayetteville St
Suite ite 40
Raleigh, NC 2760
T 919.380.875
... ste"'tinc -co
STEWART
"r11111rrry
°
w
SEAL
36698
•:
•�� � rrtrr��
DATE: JUNE 6, 2014
REVISIONS:
NO. I DATE
PROJECT NO.:
X12044.00
SCALE: 1"=50'
1A
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb —
Proposed Slope Stakes Cut - - - C - - -
Proposed Slope Stakes Fill - - - F - - -
Proposed Curb Ramp ACC
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION.-
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H -Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E. *)
TELEPHONE:
Vineyard
l CONC
) CONC WW
CONC HW
0 CB
O
i
b
0
P
- - - - P - - - -
Existing Telephone Pole &-
Proposed Telephone Pole -0-
Telephone Manhole O
Telephone Booth ❑D
Telephone Pedestal ❑D
Telephone Cell Tower
U/G Telephone Cable Hand Hole HH
Recorded U/G Telephone Cable T
Designated U/G Telephone Cable (S.U.E. *) - - - —T— - - -
Recorded U/G Telephone Conduit TC
Designated U/G Telephone Conduit (S.U.E. *y - - - —TG— - - -
Recorded U/G Fiber Optics Cable T Fa
Designated U/G Fiber Optics Cable (S.U.E. *t - - - -T Fo- - -
WATER:
Water Manhole
Water Meter o
Water Valve
Water Hydrant 0
Recorded U/G Water Line W
Designated U/G Water Line (S.U.E.* - - - -W- - - -
Above Ground Water Line A/G Water
TV:
TV Satellite Dish C�
TV Pedestal 0
TV Tower 0
U/G TV Cable Hand Hole HH
Recorded U/G TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - —TV— - - -
Recorded U/G Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. *�-- - - - —TV Fo- - -
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E. *)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E. *)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E. *)
Abandoned According to Utility Records
End of Information
0
0
—G-
-G— — — —
A/G Gas
OO
O
SS
A/G Sanitary Sewer
FSS
FSS
•
0
0
❑
0
UST
0
AATU R
E.0.1.
� 4
bD
a
z
w
w
Y
w
w
U
m
O
H
w
V)
Q
a
1P1R1E1LIMINA1RY PLANS I
DO NOT USE FOR CONSTRUCTION
Firm License No. 40
WNW 421 Fayetteville St
Suite ite 40
Raleigh, NC 2760
T 919.380.875
... ste"'tinc -co
STEWART
"r11111rrry
°
w
SEAL
36698
•:
•�� � rrtrr��
DATE: JUNE 6, 2014
REVISIONS:
NO. I DATE
PROJECT NO.:
X12044.00
SCALE: 1"=50'
1A
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H -Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E. *)
TELEPHONE:
Vineyard
l CONC
) CONC WW
CONC HW
0 CB
O
i
b
0
P
- - - - P - - - -
Existing Telephone Pole &-
Proposed Telephone Pole -0-
Telephone Manhole O
Telephone Booth ❑D
Telephone Pedestal ❑D
Telephone Cell Tower
U/G Telephone Cable Hand Hole HH
Recorded U/G Telephone Cable T
Designated U/G Telephone Cable (S.U.E. *) - - - —T— - - -
Recorded U/G Telephone Conduit TC
Designated U/G Telephone Conduit (S.U.E. *y - - - —TG— - - -
Recorded U/G Fiber Optics Cable T Fa
Designated U/G Fiber Optics Cable (S.U.E. *t - - - -T Fo- - -
WATER:
Water Manhole
Water Meter o
Water Valve
Water Hydrant 0
Recorded U/G Water Line W
Designated U/G Water Line (S.U.E.* - - - -W- - - -
Above Ground Water Line A/G Water
TV:
TV Satellite Dish C�
TV Pedestal 0
TV Tower 0
U/G TV Cable Hand Hole HH
Recorded U/G TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - —TV— - - -
Recorded U/G Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. *�-- - - - —TV Fo- - -
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E. *)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E. *)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E. *)
Abandoned According to Utility Records
End of Information
0
0
—G-
-G— — — —
A/G Gas
OO
O
SS
A/G Sanitary Sewer
FSS
FSS
•
0
0
❑
0
UST
0
AATU R
E.0.1.
� 4
bD
a
z
w
w
Y
w
w
U
m
O
H
w
V)
Q
a
1P1R1E1LIMINA1RY PLANS I
DO NOT USE FOR CONSTRUCTION
Firm License No. 40
WNW 421 Fayetteville St
Suite ite 40
Raleigh, NC 2760
T 919.380.875
... ste"'tinc -co
STEWART
"r11111rrry
°
w
SEAL
36698
•:
•�� � rrtrr��
DATE: JUNE 6, 2014
REVISIONS:
NO. I DATE
PROJECT NO.:
X12044.00
SCALE: 1"=50'
1A
WATER:
Water Manhole
Water Meter o
Water Valve
Water Hydrant 0
Recorded U/G Water Line W
Designated U/G Water Line (S.U.E.* - - - -W- - - -
Above Ground Water Line A/G Water
TV:
TV Satellite Dish C�
TV Pedestal 0
TV Tower 0
U/G TV Cable Hand Hole HH
Recorded U/G TV Cable TV
Designated U/G TV Cable (S.U.E. *) - - - —TV— - - -
Recorded U/G Fiber Optic Cable TV FO
Designated U/G Fiber Optic Cable (S.U.E. *�-- - - - —TV Fo- - -
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E. *)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E. *)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E. *)
Abandoned According to Utility Records
End of Information
0
0
—G-
-G— — — —
A/G Gas
OO
O
SS
A/G Sanitary Sewer
FSS
FSS
•
0
0
❑
0
UST
0
AATU R
E.0.1.
� 4
bD
a
z
w
w
Y
w
w
U
m
O
H
w
V)
Q
a
1P1R1E1LIMINA1RY PLANS I
DO NOT USE FOR CONSTRUCTION
Firm License No. 40
WNW 421 Fayetteville St
Suite ite 40
Raleigh, NC 2760
T 919.380.875
... ste"'tinc -co
STEWART
"r11111rrry
°
w
SEAL
36698
•:
•�� � rrtrr��
DATE: JUNE 6, 2014
REVISIONS:
NO. I DATE
PROJECT NO.:
X12044.00
SCALE: 1"=50'
1A
a
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w
w
Y
w
w
U
m
O
H
w
V)
Q
a
1P1R1E1LIMINA1RY PLANS I
DO NOT USE FOR CONSTRUCTION
Firm License No. 40
WNW 421 Fayetteville St
Suite ite 40
Raleigh, NC 2760
T 919.380.875
... ste"'tinc -co
STEWART
"r11111rrry
°
w
SEAL
36698
•:
•�� � rrtrr��
DATE: JUNE 6, 2014
REVISIONS:
NO. I DATE
PROJECT NO.:
X12044.00
SCALE: 1"=50'
1A
"r11111rrry
°
w
SEAL
36698
•:
•�� � rrtrr��
DATE: JUNE 6, 2014
REVISIONS:
NO. I DATE
PROJECT NO.:
X12044.00
SCALE: 1"=50'
1A

NOTES
GENERAL NOTES
1 THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE
APPLICABLE REQUIREMENTS OF THE JANUARY 2012 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES.
2 ALL DEMOLITION SHALL BE APPROVED BY MECKLENBURG COUNTY INSPECTIONS DEPARTMENT.
3 ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL
INSPECTIONS, CERTIFICATIONS, PERMITS, EQUIPMENT, ETC. THAT MAY BE REQUIRED.
4
25
THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
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ASSOCIATED WITH PROJECT AS SET FORTH IN THESE PLANS. IF DEPARTURES FROM THE
SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH
DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER IN WRITING FOR REVIEW. NO ~Q
DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF
THE OWNER.
26 SUPERELEVATION TRANSITION DISTANCE IS EQUAL TO 10 FEET UNLESS OTHERWISE NOTED.+
4
WHERE ASPHALT SECTION IS REMOVED, CONTRACTOR SHALL USE A SAW CUT AT THE LIMITS OF
0
Suite 40
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Raleigh, NC 2760
DEMOLITION TO OBTAIN A CLEAN EDGE.
T 919.380.875
www.stewartinc.co
STEWART
SEQUENCE
OF CONSTRUCTION ACTIVITIES
5
ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE OPERATIONS
1
A PRECONSTRUCTION CONFERENCE MUST BE HELD PRIOR TO THE START OF ANY CONSTRUCTION
INCLUDING TREE REMOVAL, IN SUCH A MANNER AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES
ACTIVITIES. A MANDATORY PRE - CONSTRUCTION MEETING WILL ALSO BE REQUIRED WITH THE LAND
TO BE REMOVED FROM REMAINING VEGETATION.
QUALITY SECTION OF NCDENR BEFORE LAND DISTURBING ACTIVITIES BEGIN.
6
CONTACT MECKLENBURG COUNTY PARKS AND RECREATION DEPARTMENT TO SET UP A PRE - CONSTRUCTION
MEETING PRIOR TO LAND DISTURBANCE. TREE PROTECTION FENCING CAN AND SHOULD BE INSTALLED
2
INSTALL CONSTRUCTION ENTRANCES AS NEEDED AT LOCATIONS SHOWN ON PLANS. STAGING AREAS WILL
PRIOR TO PRE - CONSTRUCTION.
NEED TO BE DISCUSSED WITH MECKLENBURG COUNTY PRIOR TO THE START OF CONSTRUCTION.
7
NO GRADING IS TO OCCUR IN THE TREE PROTECTION AREAS OR TREE CRITICAL ROOT ZONES.
3
DETERMINE AND MARK LIMITS OF DISTURBANCE.
8
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,
4
INSTALL TREE PROTECTION FENCING, SILT FENCE, SILT FENCE OUTLETS. SILT FENCE OUTLETS
ETC. THAT MAY BE REQUIRED.
SHALL BE INSTALLED PER FIELD LOCATED LOW POINTS AND AS SHOWN ON APPROVED PLANS.
9
THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
5
CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. CALL FOR ON SITE INSPECTION BY
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE
ENVIRONMENTAL INSPECTOR AND OBTAIN CERTIFICATE OF COMPLIANCE.
REMOVED FROM THE SITE ON A DAILY BASIS.
6
IF TOPSOIL IS ALLOWED TO BE STORED ON SITE, STORAGE AREAS SHALL BE CONTAINED WITHIN THE
10
RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S).
PROPOSED LIMITS OF DISTURBANCE. TOPSOIL STORAGE AREAS WILL NEED TO BE DISCUSSED WITH
MECKLENBURG COUNTY PRIOR TO THE START OF CONSTRUCTION
11
EXISTING UTILITIES AND STRUCTURES SHOWN BOTH UNDERGROUND AND ABOVE ARE BASED ON THE BEST
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO
7
BEGIN CLEARING AND GRUBBING ACTIVITIES. INSTALL AND MAINTAIN DEVICES AS NEEDED.
BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S
REPRESENTATIVE IMMEDIATELY.
8
TO MINIMIZE IMPACTS, THE TEMPORAY PIPE WILL BE INSTALLED AT THE LOCATION OF THE STREAM
CROSSINGS FOR USE DURING THE CLEARING AND GRUBBING AND GRADING ACTIVITIES.
12
CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION. ALL
UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES DAMAGED DURING
9
ROUGH GRADE SITE AND INSURE THAT SEDIMENT LADEN WATER IS DIRECTED TO SEDIMENT CONTROL
CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR.
DEVICES.
13
CONTRACTOR SHALL RESTORE ALL LAY DOWN AND STAGING AREAS TO ORIGINAL CONDITIONS AND TO
10
INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT
THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
RAINFALL (0.5 INCHES OR GREATER) AND DOCUMENT WITH INSPECTION REPORTS.
14
ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD, AND
11
INSTALL CULVERTS AND PROTECT INLETS WITH INLET PROTECTION. INSTALL CULVERTS IN
EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA.
JURISDICTIONAL AREAS ACCORDING TO NCDOT BEST MANAGEMENT PRACTICES FOR CONSTRUCTION AND
MAINTENANCE ACTIVITIES MANUAL. CULVERT INSTALLATIONS IN STREAMS WILL REQUIRE DEWATERING
15
CONSTRUCTION /SAFETY FENCING REMOVED TO FACILITATE ACCESS BY THE CONTRACTOR FOR
BY USE OF COFFER DAMS /IMPERVIOUS DIKES AND PUMPS TO MAINTAIN WATER QUALITY STANDARDS, PER
CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT PEDESTRIAN
DETAIL ON SHEET 2G. CULVERTS ARE TO BE CONSTRUCTED IN THE DRY. CONTRACTOR IS TO
TRAFFIC AWAY FROM HAZARDOUS AREAS.
COORDINATE WITH EROSION CONTROL INSPECTOR. ANY TEMPORARY COFFER DAM SHALL BE CONSTRUCTED
OF MATERIALS SUCH AS SHEET PILING, SANDBAGS OR CLEAN CLASS 1 RIP RAP OR LARGER STONE THAT
16
CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL ACCORDING TO PLANS AND OBTAIN APPROVAL FROM
WILL NOT CONTRIBUTE TO TURBIDITY OR SILTATION OF THE WATER BODY. A TEMPORARY
OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE RESOLVED PRIOR
SEDIMENTATION BAG SHALL BE USED PER NCDOT STANDARD DRAWING NUMBER 1630.06. SANDBAGS SHALL
TO CONSTRUCTION.
BE OF THE FILTER FABRIC TYPE, DOUBLE BAGGED AND INDIVIDUALLY TIED TO PREVENT SAND
LEAKAGE. THEY SHALL BE PLACED AND REMOVED MANUALLY TO PREVENT SPILLAGE. ONLY CLEAN SAND,
17
STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING FOR APPLICABILITY TO
FREE OF DEBRIS, SILT, FINE PARTICLES OR OTHER FOREIGN SUBSTANCES, SHALL BE USED TO FILL
EXISTING CONDITIONS PRIOR TO CONSTRUCTION. DEVIATION FROM ALIGNMENT DUE TO LARGE TREES OR
THE BAGS. THE COFFERDAM SHALL BE ENTIRELY REMOVED IMMEDIATELY UPON COMPLETION OF WORK.
OTHER OBSTACLES ETC SHALL BE APPROVED BY MECKLENBURG COUNTY.
DURING PERIODS OF WORK ACTIVITY, FLOW IMMEDIATELY DOWNSTREAM OF THE WORKSITE SHALL EQUAL
FLOW IMMEDIATELY UPSTREAM OF THE WORKSITE. ALL OTHER OPTIONS WILL NEED PRIOR APPROVAL.
18
CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER DRAINAGE AND PATTERNS
SEE SHEET 2I FOR DETAIL. NO DIRECT PAYMENT SHALL BE MADE FOR THE WORK OF INSTALLATION,
AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED OTHERWISE. ANY DISTURBANCE OF THE
MAINTENANCE, AND REMOVAL OF IMPERVIOUS DIKE(S) AS DESCRIBED IN THIS PROVISION. PAYMENT
PATTERNS OR STRUCTURES BY THE CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO
FOR SUCH WORK SHALL BE DISTRIBUTED AMONG THE VARIOUS PAY ITEMS.
CONDITION PRIOR TO DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND
ACCORDING TO DETAIL.
12
AS AREAS ARE BOUGHT UP TO FINISH GRADE SPREAD TOPSOIL OVER ALL AREAS TO RECEIVE TURF OR
LANDSCAPING. SEED ALL AREAS WITHIN NCDENR STABILIZATION TIMEFRAMES. PERMANENT GRASS
19
CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION SHALL BE CONFIRMED BY CONTRACTOR WITH OWNER'S
SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AN IN SEASON. FERTILIZE, WATER AND
REPRESENTATIVE AND PROPERTY OWNER PRIOR TO CONSTRUCTION.
RESEED AS REQUIRED TO ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS.
20 CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND OBTAIN APPROVAL
PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL VEGETATION TO 3' BEYOND ASPHALT EDGE
OF TRAIL OR WITH IN REQUIRED DRAINAGE DITCHES. TRIM UP BRANCHES OF TREES TO PROVIDE 8'
VERTICAL CLEARANCE.
21 ALL CONSTRUCTION SHALL COMPLY WITH MECKLENBURG COUNTY AND NCDOT STANDARDS. SHOULD A
CONFLICT ARISE, THE ENGINEER SHALL DETERMINE WHICH STANDARD SHALL GOVERN.
22 CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL MEASURES AS NEEDED
OR DIRECTED BY THE EROSION CONTROL INSPECTOR. IF ADDITIONAL MEASURES ARE REQUIRED IN
ADDITION TO THE PLANS, COMPENSATION WILL BE PROVIDED PER THE CONTRACT PROVISIONS.
23 VEGETATION ON BANKS AND WETLANDS SHOULD BE HAND CUT WITH ROOT MATS UNDISTURBED.
24 TEMPORARY STREAM CROSSING SHALL BE COMPLETED AND ANCHORED AT THE END OF THE WORK DAY.
13 AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED
SEDIMENT FROM SEDIMENT TRAPPING MEASURES AND SPREAD EVENLY ACROSS THE SITE. ALL
APPLICABLE E &S CONTROL MEASURES ARE TO REMAIN AND BE PROPERLY MAINTAINED UNTIL PERMANENT
VEGETATION IS ESTABLISHED. USE NPDES TABLE FOR ESTABLISHMENT OF VEGETATION.
14 WHEN VEGETATION HAS BECOME ESTABLISHED, REMOVE TEMPORARY EROSION AND SEDIMENTATION
CONTROL MEASURES. CALL FOR FINAL SITE INSPECTION BY ENVIRONMENTAL OFFICER. OBTAIN
CERTIFICATE OF COMPLIANCE.
15 CONTRACTOR IS REQUIRED TO MAINTAIN A WEEKLY WRITTEN REPORT OF SEDIMENT AND EROSION
CONTROL DEVICES.
16 THE AMOUNT OF DISTURBED AREA REQUIRED TO BE TEMPORARILY STABILIZED SHALL BE THE LESSER OF
2500 LINEAR FEET FDISTURBED AREA OR THE TIMEFRAMES DETAILED IN THE NCDENR NEW
STABILIZATION TIMEFRAMES (EFFECTIVE AUG. 31 2011).
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T 919.380.875
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36698
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
(SCALE: 1"=50' 1
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EROSION CONTROL NOTES
NOTES COMPACTION NOTES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
1 TOTAL ACREAGE OF DISTURBED AREA IS XX ACRES, ACREAGE OF PERMANENT SEEDING IS XX.
1 STRUCTURAL FILL SHOULD BE PLACED IN UNIFORM LIFTS OF 8 INCHES OR LESS (LOOSE MEASURE),
7 days
4,
High Quality Water (HOW) Zones
ACERAGE OF TEMPORARY SEEDING IS XX.
AND COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AND WITHIN 3 PERCENT OF THE
Slopes steeper than 3:1
0 ,
If slopes are 10` or bens in length and are
not steeper than 2:1. 14 days are allowed.
SEE CONTRACT DOCUMENTS FOR SEEDING SPECIFICATIONS.
OPTIMUM MOISTURE AS DEFINED BY THE STANDARD PROCTOR COMPACTION
Q
'
7 days for slopes greater than 50' in length.
TEST. THE UPPER 12 INCHES OF THE STRUCTURAL FILL PLACED SHOULD BE COMPACTED TO 98.
14 clays
None, except for perimeters and NOW Zones,
2 ON -SITE BURIAL PITS ARE NOT ACCEPTABLE.
PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. TO CONFIRM THAT THE SPECIFIED
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DEGREE OF COMPACTION IS OBTAINED, FIELD DENSITY TESTING SHOULD BE PERFORMED IN EACH LIFT
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3 ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE /COUNTY
BY A SOILS TECHNICIAN. SEE PROJECT GEOTECH REPORT FOR MORE
EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINE.
DETAILED INFORMATION.
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4 STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY
2 THE PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE OBSERVATION OF A QUALIFIED
TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
LICENSED GEOTECHNICAL ENGINEER AND UPON COMPLETION OF THE EARTHWORK ACTIVITIES THE TOWN
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
MUST BE PROVIDED WITH A FINAL GRADING REPORT THAT INCLUDES THE CORRESPONDING COMPACTION
TEST RESULTS AND CERTIFIES THE TYPE OF FILL MATERIAL AND ITS PROPER PLACEMENT.
5 ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN THE TIMEFRAME DEFINED BY THE PROJECT
STABILIZATION REQUIREMENTS
6 DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON SLOPES
THAT ARE 4:1 OR STEEPER, MULCH WILL BE ANCHORED.
7 ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A LOCAL
REPRESENTATIVE OF THE STATE /COUNTY STORM WATER MANAGEMENT SECTION AND THE LOCAL
INSPECTIONS DEPARTMENT.
8 CONSTRUCTION, MAINTENANCE, REMOVAL OF ALL EROSION CONTROL DEVICES, ALL FINES, LEGAL
FEES AND RESTORATION COSTS ARE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE
NOTED.
9 A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE.
10 CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT AND FOLLOW THE
RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPLETION AND PAVEMENT DESIGN, ETC.
11 STABILIZATION FOR THIS PROJECT SHALL COMPLY WITH THE TIME FRAME GUIDELINES AS SPECIFIED
BY THE NCG- 010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 ISSUED BY THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY.
EROSION PROVISION
1 THE CONTRACTOR SHALL BE REQUIRED TO TAKE EVERY REASONABLE PRECAUTION THROUGHOUT THE
CONTRACT TO PREVENT THE EROSION OF SOIL AND THE SEDIMENTATION OF STREAMS, LAKES,
RESERVOIRS, OTHER WATER IMPOUNDMENTS, GROUND SURFACES, OR OTHER PROPERTY AS REQUIRED BY
THE SEDIMENT POLLUTION CONTROL ACT OF 1973 AND THE 1974 AMENDMENTS TO THE ACT.
2 FAILURE ON THE PART OF THE CONTRACTOR TO COMPLY WITH THE PROVISIONS OF THE EROSION CONTROL
PLAN OR TO PERFORM EROSION CONTROL WORK AS DIRECTED WILL RESULT IN THE ENGINEER, INSPECTOR
OR NCDENR NOTIFYING THE CONTRACTOR TO COMPLY WITH THESE PROVISIONS. IN THE EVENT THAT THE
CONTRACTOR FAILS TO BEGIN SUCH REMEDIAL ACTION OR FAILS TO BEGIN EROSION CONTROL WORK
WITHIN 24 HOURS AFTER RECEIPT OF SUCH NOTICE WITH ADEQUATE FORCES AND EQUIPMENT, THE
ENGINEER MAY PROCEED TO HAVE THE WORK PERFORMED WITH OTHER FORCES. NO PAYMENT WILL BE
MADE TO THE CONTRACTOR FOR WORK PERFORMED BY OTHERS. ANY COSTS INCURRED BY THE CITY DUE
TO THE FAILURE OF THE CONTRACTOR TO COMPLY WITH THESE PROVISIONS WILL BE BORNE BY THE
CONTRACTOR. SUCH COSTS WILL INCLUDE CIVIL PENALTIES ASSESSED FOR SOIL EROSION AND
SEDIMENTATION CONTROL VIOLATIONS.
3 ANY COSTS INCURRED BY THE CITY FOR WORK PERFORMED BY OTHERS AS PROVIDED ABOVE IN THE
EXCESS OF THE COSTS THAT WOULD HAVE BEEN INCURRED HAD THE WORK BEEN PERFORMED BY THE
CONTRACTOR WILL BE DEDUCTED FROM RETAINAGE OR OTHER MONIES DUE THE CONTRACTOR OR HIS
CONTRACT.
MISC - WETLANDS. TREES.
1 CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING /STOPPING LOCATION.
2 NO EQUIPMENT IS ALLOWED IN THE WETLANDS OUTSIDE OF THE PERMITTED AREA.
3 WETLAND LOCATION /DELINEATION BY MECKLENBURG COUNTY.
4 SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. IF EGREGIOUS VIOLATIONS OCCUR AS
DETERMINED BY THE OWNER, REPLANTING MAY BE ORDERED AT A COMPENSATORY RATE AT THE
CONTRACTORS EXPENSE.
5 ALL STORM PIPING SHALL BE HDPE DBL WALL- SMOOTH INTERIOR EXCEPT WERE OTHERWISE NOTED.
6 ON ALL STORM PIPING, BURY INVERTS ONLY AS NEEDED.
2012 NCDOT ROADWAY ENGLISH STD. DRAWINGS
1 ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH - N.C.
DEPARTMENT OR TRANSPORTATION - RALEIGH, N.C., DATED JANUARY, 2012 ARE APPLICABLE TO THIS
PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
MULCHING AND MATTING
1 APPLY MULCH OR MATTING AS REQUIRED TO RETAIN SOIL AND GRASS, BUT NO LESS
THEN THE FOLLOWING: I Q
SLOPES 2:1 AND GREATER BY SPREADING A LIGHT COVER OF MULCH OVER SEEDED AREA AT THE �j
RATE OF NOT LESS THAN 92 LBS. PER 1000 SQ.FT. z
SLOPES LESS THAN 2:1 MULCH WITH MATTING. PIN MATTING TO THE GROUND WITH WIRE STAPLES w
AT 5 FOOT INTERVALS, IMMEDIATELY AFTER SEEDING. w
USE TACK TO PREVENT DISRUPTION OF MULCH.
2 FOR TACK USE AN ASPHALT TIE -DOWN OF EMULSIFIED ASPHALT GRADE AE -E OR CUT -BACK ASPHALT
GRADE RC -2 OR OTHER APPROVED EQUAL. AN APPROVED JUTE MESH OR NET MAY BE USED IN LIEU OF
TACKING STRAW MULCH. Y
3 OTHER TYPES OF MULCH AND ANCHORING METHODS MAY BE USED UPON APPROVAL BY THE ENGINEER. w
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4 EXCELSIOR MATTING SHALL MEET NCDOT STANDARD SPECIFICATIONS AND SHALL BE INSTALLED PER
APPROVED PLANS. U
PROTECTION I >_
1 PROTECT SEEDED AREAS FROM DAMAGE BY BARRICADES, SIGNS, AND OTHER
APPROPRIATE MEANS. MAINTAIN AND PROTECT SLOPES FROM WEATHER - DAMAGE. O
SEEDING I-
1 ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER -DRAWN SEED DRILL, COMBINATION CORRUGATED
ROLLER - SEEDER, APPROVED HAND OPERATED MECHANICAL SEEDER, OR OTHER APPROVED METHODS TO
PROVIDE EVEN DISTRIBUTION OF SEED.
2 DO NOT SEED WHEN GROUND IS EXCESSIVELY WET OR EXCESSIVELY DRY. AFTER SEEDING, ROLL AREA
WITH A ROLLER, NOT LESS THAN 18 INCHES IN DIAMETER AND WEIGHING NOT MORE THAN 210 POUNDS
PER FOOT OF WIDTH. UPON COMPLETION OF ROLLING, WATER AREA WITH A FINE SPRAY.
3 IMMEDIATELY FOLLOWING SEEDING APPLY MULCH OR MATTING. DO NOT SEED AREAS IN EXCESS OF
THAT WHICH CAN BE MULCHED ON SAME DAY.
4 APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. SATURATE TO
4 INCHES OF SOIL DEPTH.
5 THE AMOUNT OF DISTURBED AREA REQUIRED TO BE TEMPORARILY STABILIZED SHALL BE THE LESSER OF
2500 LINEAR FEET OF DISTURBED AREA OR THE TIMEFRAMES DETAILED IN THE NCDENR NEW
STABILIZATION TIMEFRAMES (EFFECTIVE AUG. 3, 2011).
NPDES Stormwater Dischzrge Permit for Construction Activities (NCGOI) NMENR(Divlsion of Water [duality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
0171 Perimeter dikes. swales, ditches, slopes
7 days
None
High Quality Water (HOW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10` or bens in length and are
not steeper than 2:1. 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 clays
None, except for perimeters and NOW Zones,
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1P1R1E1LIMINA1RY PLANS
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Firm License No. G10
WNW 421 Fayetteville.
Suite 4
Raleigh, NC 276
T 919.380.87
www.stewartinc.cu
STEWART
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DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
(SCALE: 1"=50' 1
1 s

PROPOSED
TIMBER GUARDRAIL
EXISTING PAVEMENT
INSET 1
-1-1- 17 +57.30 TO 19 +44.97 (LEFT SIDE)
VARIABLE
PROPOSED 2' -611 SEE PLAN
CURB AND GUTTER SHEET 4
0.02
PROPOSED
6 "X18 "CURB
------------ Id
EXISTING PAVEMENT
INSET 2
-1-1- 19 +44.97 TO 21+41.04 (LEFT SIDE)
EXISTING Z -6"
CURB AND GUTTER
SEE PLAN
SHEET 5
0.02
- - - - -- T I T
I
EXISTING PAVEMENT
EXISTING PAVEMENT
INSET 3 INSET 4
-1-1- 21 +41.04 TO 21 +82.54 (LEFT SIDE)
ORIGINAL GROUN
INSET 5
-1-2- 22 +45.42 TO -1-2- 22 +50.00 (LEFT SIDE)
-1-2- 21 +69.88 TO -1-2- 22 +27.34 (LEFT SIDE)
INSET 6
ORIGINAL GROUND
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-1-5- 10 +80.00 TO -1-5- 11 +75.00 (RIGHT SIDE)
PROPOSED 2' -6"
CURB AND GUTTER
2'
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Jl COMPACTED
- FULL DEPTH ASPHALT PATCH SUBGRADE (95%
MIN.)
TYPICAL SECTION #1- SIDEWALK BEHIND PROPOSED CURB
VARIES
0.02
SEE i
INSETS
1 -4
FOR
DETAILS
-1-1- STA. 10 +02.39 TO -L1- STA. 11+57.30
48" SAFETY RAIL
V FROM BACK OF WALL
PROPOSED
RETAINING WALL
COMPACTED
SUBGRADE (95%
MIN.)
TYPICAL SECTION #2- SIDEWALK
-L1- STA. 17 +57.30 TO -L1- STA. 21+82.54
-L2- STA. 21+69.88 TO -1-2- STA. 22 +27.34
CL - L2- ,- L4 -, -L5-
51 5' 1 51 51
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COMPACTED SUBGRADE (950% MIN.)
TYPICAL SECTION #3- ASPHALT MULTI -USE PATH
CHAIN
BEGIN STATION
END STATION
ORIGINAL GROUND
T/ ORIGINAL GROUND
MPX
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SEE INSET 5
STA. 22 +50.00
STA. 36 +90.00
STA. 49 +70.78
STA. 73 +37.00
STA. 76 +25.05
STA. 10 +00.00
STA 10 +09.92
SEE INSET 6
STA. 11+75.00
PAVEMENT SCHEDULE
INSET 5
33 +08.00
48 +80.78
55 +75.29
73 +82.12
80 +29.96
11 +12.98
10 +80.00
INSET 6
12 +77.52
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ORIGINAL GROUNI
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4" PORTLAND CONCRETE CEMENT PAVEMENT (3500
J2
PROPOSED 6" AGGREGATE BASE COURSE.
PSI) WITH 6x6x1.4x1.4 WWF, 1.5 MIN. CLEAR
6" PORTLAND CONCRETE CEMENT PAVEMENT (4000
PROJECT NO.:
X12044.00
SCALE: 1 " =50'
A2
PSI) WITH #4 BARS, 12" OCEW & FOOTINGS AS
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PROPOSED 8" AGGREGATE BASE COURSE.
SHOWN
PROPOSED 2" ASPHALT CONCRETE SURFACE COURSE,
C1
TYPE SF9.5A, AT AN AVERAGE RATE OF 220 LBS.
P1
TACK COAT
PER SQ. YD.
PROPOSED 1" ASPHALT CONCRETE SURFACE COURSE,
C2
TYPE SF9.5A, AT AN AVERAGE RATE OF 110 LBS.
T
EARTH MATERIAL.
PER SQ. YD.
PROPOSED 1.5" ASPHALT CONCRETE INTERMEDIATE
D1
COURSE, TYPE S9.513, AT AN AVERAGE RATE OF 168
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EXISTING PAVEMENT
LBS. PER SQ. YD.
J1
PROPOSED 4" AGGREGATE BASE COURSE.
V1
GEOTEXTILE SEPERATOR FABRIC.
-1-1- STA. 10 +02.39 TO -L1- STA. 11+57.30
48" SAFETY RAIL
V FROM BACK OF WALL
PROPOSED
RETAINING WALL
COMPACTED
SUBGRADE (95%
MIN.)
TYPICAL SECTION #2- SIDEWALK
-L1- STA. 17 +57.30 TO -L1- STA. 21+82.54
-L2- STA. 21+69.88 TO -1-2- STA. 22 +27.34
CL - L2- ,- L4 -, -L5-
51 5' 1 51 51
i
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GRADE i
II =C� l POINT
T 0.02 ,VARIABLE �
- = _I I_- VARIABLE , . -
I0I I -=I .I� - I I 0 I I I
2
I 111 11 I
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T T :I I II I II I I I I='' 5_=__
D -- i 8..
V1 J2
COMPACTED SUBGRADE (950% MIN.)
TYPICAL SECTION #3- ASPHALT MULTI -USE PATH
CHAIN
BEGIN STATION
END STATION
ORIGINAL GROUND
T/ ORIGINAL GROUND
MPX
2� 1
Mqk ��I
T ORIGINAL GROUND
�
SEE INSET 5
STA. 22 +50.00
STA. 36 +90.00
STA. 49 +70.78
STA. 73 +37.00
STA. 76 +25.05
STA. 10 +00.00
STA 10 +09.92
SEE INSET 6
STA. 11+75.00
4
INSET 5
33 +08.00
48 +80.78
55 +75.29
73 +82.12
80 +29.96
11 +12.98
10 +80.00
INSET 6
12 +77.52
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DATE: JUNE 6, 2014
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SEE INSET 5
STA. 22 +50.00
STA. 36 +90.00
STA. 49 +70.78
STA. 73 +37.00
STA. 76 +25.05
STA. 10 +00.00
STA 10 +09.92
SEE INSET 6
STA. 11+75.00
0
Suite 40
INSET 5
33 +08.00
48 +80.78
55 +75.29
73 +82.12
80 +29.96
11 +12.98
10 +80.00
INSET 6
12 +77.52
Raleigh, NC 2760
DATE: JUNE 6, 2014
T 919.380 "875
NO.
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SEE INSET 5
STA. 22 +50.00
STA. 36 +90.00
STA. 49 +70.78
STA. 73 +37.00
STA. 76 +25.05
STA. 10 +00.00
STA 10 +09.92
SEE INSET 6
STA. 11+75.00
SEE
STA.
STA.
STA.
STA.
STA.
STA.
STA.
SEE
STA.
INSET 5
33 +08.00
48 +80.78
55 +75.29
73 +82.12
80 +29.96
11 +12.98
10 +80.00
INSET 6
12 +77.52
DATE: JUNE 6, 2014
REVISIONS:
NO.
DATE
PROJECT NO.:
X12044.00
SCALE: 1 " =50'

PAVEMENT SCHEDULE
STA.
4" PORTLAND CONCRETE CEMENT PAVEMENT (3500
Al
PSI) WITH 6x6x1.4x1.4 WWF, 1.5" MIN. CLEAR
- L2REV-
6" PORTLAND CONCRETE CEMENT PAVEMENT (4000
A2
PSI) WITH #4 BARS, 12" OCEW & FOOTINGS AS
66 +69.00 ( *RIGHT SIDE TRANSITIONS FROM 5' TO 4')
SHOWN
STA.
PROPOSED 2" ASPHALT CONCRETE SURFACE COURSE,
C1
TYPE SF9.5A, AT AN AVERAGE RATE OF 220 LBS.
- L2REV-
PER SO. YD.
68 +00.00
PROPOSED 1" ASPHALT CONCRETE SURFACE COURSE,
C2
TYPE SF9.5A, AT AN AVERAGE RATE OF 110 LBS.
STA.
PER SO. YD.
STA.
PROPOSED 1.5" ASPHALT CONCRETE INTERMEDIATE
D1
COURSE, TYPE S9.513, AT AN AVERAGE RATE OF 168
LBS. PER SO. YD.
J1
PROPOSED 4" AGGREGATE BASE COURSE.
J2
PROPOSED 6" AGGREGATE BASE COURSE.
J3
PROPOSED 8" AGGREGATE BASE COURSE.
P1
TACK COAT
T
EARTH MATERIAL.
U
EXISTING PAVEMENT
V1
GEOTEXTILE SEPERATOR FABRIC.
4
EDGE OF
TRAVEL
LANE
2' SHLD.
FIELD BEND (TYP.)
ORIGINAL GROUND 0.01
18"
filli i
6„ 1 811
5.5'
5'
A2
0.01
91
CL -L2 -, - L2REV-
5.5' '
*51
0.01
' oo 00000
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SEE RAIL DETAILS ON
SHEET 2H
0.01 MPX
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` #4 BARS
COMPACTED
SUBGRADE (95% MIN.)
TYPICAL SECTION #4- HEAVY DUTY CONCRETE PATH W/ SIDE RAILS
CHAIN BEGIN STATION END STATION
ORIGINAL GROUND
- L2REV-
STA.
65 +67.25
STA.
66 +36.37
- L2REV-
STA.
66 +36.37
STA.
66 +69.00 ( *RIGHT SIDE TRANSITIONS FROM 5' TO 4')
- L2REV-
STA.
67 +66.71
STA.
68 +00.00 ( *RIGHT SIDE TRANSITIONS FROM 4' TO 5')
- L2REV-
STA.
68 +00.00
STA.
69 +97.33
-1-2-
STA.
69 +86.98
STA.
71+30.00
-L2-
I
2' SHLD. 5' 5' 2' SHLD.
-ow i
i
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A2
FIELD BEND (TYP.) i
ORIGINAL GROUND 0.01 0.01 i 0.01 0.01 ORIGINAL GROUND
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-11 III = III= III= 1 III= ... . ...
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611
_I -1 —
I III III II' �I III II II
#4 BARS
6„ 1211
COMPACTED
SUBGRADE (95% MIN.)
TYPICAL SECTION #5- HEAVY DUTY CONCRETE MULTI -USE PATH
8' SHOULDER
SINGLE FACED PORTABLE
CONCRETE BARRIER
NCDOT STD 857.01
U
EXISTING
GRADE
POINT
91
-1-2- STA. 71+30.00 TO -1-2- STA. 72 +87.00
q -L2-
SAFETY RAIL i
- - - -- U.0 1 0.01
-
---- - - - - - -
-- - - - - - - - - -
---- t---------------- - - - - -- - - --�''
I �
--------------------------------------- -j - - -- ----------------- - - - - --
4"
TYPICAL SECTION #6- ASPHALT MULTI -USE PATH
-1-2- STA. 73 +82.12 TO -1-2- STA. 76 +25.05
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Firm License No. C-1051
421 Fayetteville St
40
Suite 40
Raleigh, NC 2760
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DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
(SCALE: 1"=50' 1
2A

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BOARDWALK NO
BOARDWALK TYPICAL SECTION #1
CHAIN I BEGIN STATION
1 -
-L1- S
STA. 1
11 +57.30
2 -
-L2- S
STA. 3
33 +18.00
3 -
-L2- S
STA. 3
36 +50.00
4 -
-L2- S
STA. 5
57 +48.00
5 -
-L2- S
STA. 6
63 +03.00
6 -
-L2- S
STA. 7
72 +87.00
7 -
-L3- S
STA. 2
28 +83.44
-L2-
END STATION
STA. 17 +57.30
STA. 33 +58.00
STA. 36 +80.00
STA. 58 +48.00
STA. 63 +43.00 ( *WIDTH VARIES, SEE PLAN)
STA. 73 +27.00
STA. 31+33.44
BOARDWALK TYPICAL SECTION #2
BOARDWALK NO. CHAIN BEGIN STATION
8 -L2- STA. 55 +85.29
9 -L2- STA. 58 +48.00
10 -L2- STA. 63 +43.00
11 - L2REV- STA. 63 +57.25
NOTF-
END STATION
STA. 57 +48.00
STA. 63 +03.00
STA. 63 +57.25
STA. 65 +67.25
SEE STRUCTURAL PLANS FOR BRIDGE AND BOARDWALK DETAILS
ORIGINAL GROUND
ORIGINAL GROUND
T
5,
� 0.02
MPX
T
5' _
I
GRADE i
POINT i
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VARIABLE \i
A
- L2 -, -L4-
5'
5'
VARIABLE 0.02
mr] 1=w11 1=w11 I-wil 1__T11 I X111 =III
- III - III - III - III -II - III -1ii
r -I -1TI II I ,IIII T
� 8
COMPACTED
SUBGRADE (95% MIN.)
TYPICAL SECTION #7- CONCRETE MULTI -USE PATH
2'
0.02
-L2- STA. 33 +58.00 TO -L2- STA. 36 +50.00
-L4- STA. 11 +12.98 TO -L4- STA. 11 +29.27
48" SAFETY RAIL
1' FROM BACK OF WALL
5'
VARIABLE
-L3-
I = 5'
i
i GRADE
i POINT
i
i
i
VARIABLE.
-1 I I -I I I -I I I -I I II I,I I I,l i lI I I� �
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81,
I
PROPOSED
RETAINING WALL
(ENDS AT -L3- 34 +10.96)
A
Al
VARIES
91-41
0.02
T
T
ORIGINAL GROUND
Mp,X
W4__
ORIGINAL GROUND
EXISTING CURB
& GUTTER
COMPACTED
SUBGRADE (95% MIN.)
TYPICAL SECTION #8- CONCRETE MULTI -USE PATH
-L3- STA. 31+33.44 TO -L3- STA. 34 +60.00
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WNW 421 Fayetteville St
Suite 40
Raleigh, NC 2760
T 919.380.875
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BRIDGE NO. (CLEAR WIDTH) CHAIN BEGIN STATION
S1 (12') -L2- STA.48 +90.78
END STATION
STA. 49 +60.78
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E.
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
(SCALE: 1"=50' 1
t
NOTF-
END STATION
STA. 57 +48.00
STA. 63 +03.00
STA. 63 +57.25
STA. 65 +67.25
SEE STRUCTURAL PLANS FOR BRIDGE AND BOARDWALK DETAILS
ORIGINAL GROUND
ORIGINAL GROUND
T
5,
� 0.02
MPX
T
5' _
I
GRADE i
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r -I -1TI II I ,IIII T
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COMPACTED
SUBGRADE (95% MIN.)
TYPICAL SECTION #7- CONCRETE MULTI -USE PATH
2'
0.02
-L2- STA. 33 +58.00 TO -L2- STA. 36 +50.00
-L4- STA. 11 +12.98 TO -L4- STA. 11 +29.27
48" SAFETY RAIL
1' FROM BACK OF WALL
5'
VARIABLE
-L3-
I = 5'
i
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i POINT
i
i
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VARIABLE.
-1 I I -I I I -I I I -I I II I,I I I,l i lI I I� �
,I1IIIII-IIIr I
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I
PROPOSED
RETAINING WALL
(ENDS AT -L3- 34 +10.96)
A
Al
VARIES
91-41
0.02
T
T
ORIGINAL GROUND
Mp,X
W4__
ORIGINAL GROUND
EXISTING CURB
& GUTTER
COMPACTED
SUBGRADE (95% MIN.)
TYPICAL SECTION #8- CONCRETE MULTI -USE PATH
-L3- STA. 31+33.44 TO -L3- STA. 34 +60.00
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WNW 421 Fayetteville St
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Raleigh, NC 2760
T 919.380.875
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S1 (12') -L2- STA.48 +90.78
END STATION
STA. 49 +60.78
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DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
(SCALE: 1"=50' 1
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Firm License N0. C-106
WNW 421 Fayetteville St
Suite 40
Raleigh, NC 2760
T 919.380.875
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END STATION
STA. 49 +60.78
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SEAL
E.
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
(SCALE: 1"=50' 1
t
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S1 (12') -L2- STA.48 +90.78
END STATION
STA. 49 +60.78
���r��trrrrrrrt.
SEAL
E.
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
(SCALE: 1"=50' 1
t
BRIDGE TYPICAL SECTION
BRIDGE NO. (CLEAR WIDTH) CHAIN BEGIN STATION
S1 (12') -L2- STA.48 +90.78
END STATION
STA. 49 +60.78
���r��trrrrrrrt.
SEAL
E.
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
(SCALE: 1"=50' 1
t

ol
NOTES:
JOINT SEALER 1/8" RADIUS (TYPICAL)
1. CONTRACTION JOINTS SHALL BE SPACED AT
10 -FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER
1/2" RADIUS �g° 2' -0"
3' RADIUS
°
1/2" RADIUS �6" 1' -0
TO PREVENT UNCONTROLLED CRACKING.
�1�►
1/8" RADIUS 3" RADIUS
1/8"
SURFACE of GUTTER
2. CONTRACTION JOINTS MAY BE INSTALLED BY
WHERE SUCH JOINTS ARE NOT FORMED BY
THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
Q Chi
° °a°
N ° a ° ° a °
a
° RADIUS'
°
a °
a a a
° a e °
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 -FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
'�1/8"
°
°° a °
JOINTS SHALL MATCH LOCATIONS WITH JOINTS
IN ABUTTING SIDEWALK.
i
d
°°
°
° ° ° 4°
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
a +
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS
TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
2' -6"
STANDARD 2' -6" CURB AND GUTTER
L 1' -6" _
JOINT FILLER
6. TOP 6" OF SUBGRADE BENEATH THE CURB
SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
In
�y
=
�
7. DETAIL MAY BE USED FOR PRIVATE DRIVES,
PARKING LOTS, AND INTERIOR CIRCULATION DRIVE.
1' -6" STANDARD CURB. AND GUTTER
w
TRANSVERSE EXPANSION JOINT
NOTES:+
6 1' -6'
6' 1' - 6'
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 -FOOT INTERVALS. FOR VALLEY GUTTER,
A 10 -FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED
3" RADIUS �1/8" RADIUS
3" RADIUS
°o4
3" RADIUS
a �
,d 02 FT/FT 03 FT/
BY THE CITY ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
= III III III III
- 1�1 =1�1 ICI ICI �I
-
°
°
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
- III -
N
ALL EXPANSION JOINTS SHALL BE SPACED AT 90 -FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS-
- III - III - C
14
.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
PAVEMENT
° °4 °
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I, IN 28 DAYS.
-I
03 FT /FT
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
_
2' -0" STANDARD CURB & GUTTER
2' -0"
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
SLOPE FOR VARIABLE
SUPERELEVATION RATES
NOT TC L'T
NOT TO SCALE
NOT
TO SCALE
• CITY OF CHARLOTTE
• CITY OF CHARLOTTE
• CITY OF CHARLOTTE
z
� LAND DEVELOPMENT STANDARDS
STANDARD CURB AND GUTTER . . .
� LAND DEVELOPMENT STANDARDS CURB AND GUTTER
LAND DEVELOPMENT STANDARDS
18" V CRT C A L CURB
STD. N0. REV.
w
CHARLOTTE. INCLUDES CHARLOTTE ETJ
1 0.17A
CHARLOTTE. INCLUDES CHARLOTTE ETJ 1 0.17 C
QIARLOTTE. INCLUDES CHARLOTTE ETJ
1 0.1 8
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0
1/8
DRIVEWAY WIDTH VARIES
x2
29
( "A" SEE NOTE 6)
GENERAL NOTES:
B-07
q.,
+147
„A„ BACK OF SIDEWALK VARIES (MIN 4')
+s%
�1/4"
1. A GROOVE JOINT I" DEEP WITH 1/8" RADII SHALL BE REQUIRED
PER FT. 1f4" PER 6"
(MIN)
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 112"
J
yFT
_27
°e
EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
EXCEED 50' AND MATCHING EXPANSION /CONSTRUCTION JOINT IN
SIDEWALK /2" EXP.JOINT 1/2" EXP. JOINT SIDEWALK
N�o
s
q" a'
°-
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
NOTES: °
cn
'1
0'
SECTION AA
a
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
I ALL CONCRETE TO BE 3600 P.S.I. . . . . .
NOTES:
PRELIMINARY PLANS
-a,
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
w *
° � "° ,'�
ARE TO BE REMOVED TO THE NEAREST JOINT . . - -
BEYOND NEW CONSTRUCTION OR CUT WITH A SAW . ° PLANT +NG• STRIP - GROOVE PLANTING•S -PPIR °
L THE ELEVATION OF THE SIDEWALK SHALL BE NOT LESS THAN
SIX INCHES OR MORE THAN EIGHTEEN INCHES ABOVE THE
1/2"
DO NOT USE FOR C®NSTxuCTION
a
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A
W
AND REMOVED. SAW CUT OR JOINT TO BE (VARIES)., ° GROOVE JOINT OR JOINT (V °A�2 ES) . ° y W ,
ROADWAY CROWN. THIS ELEVATION DIFFERENTIAL SHALL BE
MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS
PERPENDICULAR TO EDGE OF EXISTING PAVEMENT. CONSTRUCTION 4' -0" MIN. A
w w w W
CONSISTENT WITHIN EACH BLOCK.
EXPANSION
JOINT
GROOVE JOINT IN SIDEWALK
DISTRICT WILL BE DETERMINED BY THE CDOT.
SEE STD. NO. 10.17 FOR JOINT DETAIL. A .W .W ° yWiW. JOINT w
2. ALL CONCRETE TO BE 3600 PSI STRENGTH.
4. WIDTH OF SIDEWALKS ON NON- THOROUGHFARE STREETS SHALL
3. ALL DRIVEWAYS MUST MEET THE CURRENT CITY EXISTING 6'� VERT +CAE CURB
DRIVWAY REGULATIONS AND NCDOT REQUIREMENTS
3. ALL CONSTRUCTION PRACTICES, INCLUDING COMPACTION, CURING,
\
\
BE A MINIMUM OF 4'.
FOR SPACING, SIGHT DISTANCE, AND OFFSETS FROM TAPER CURB DEPTH TO MEET DRIVEWAY
V/2"
FINISHING, ETC. SHALL BE IN ACCORDANCE WITH THE CHARLOTTE
LAND DEVELOPMENT STANDARDS.
6" THICK
5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
PROPERTY LINES AND INTERSECTIONS. DRIVEWAY WITH VARIES (SEE TABLE)
f 2" EXP. JOINT 4' -0' 4' -0' � EXP. JOINT
CONCRETE AT
1/8" RADIUS
STREETS,
4. "A' BREAKOVER SHALL BE 8% OR LESS. B -
4. PLANTING STRIP SHALL BE GRADED WITH A CROSS SLOPE
BETWEEN 1/2 IN. PER FOOT AND 1 1/4 IN. PER FOOT EXCEPT
DRIVEWAY
ENTRANCE
Firm License No. C -10s
421 Fayetteville St,
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
5. PRIOR APPROVAL IS REQUIRED BY CDOT ON GRADES PLAN VIEW
EXCEEDING WHAT ARE SHOWN.
WHERE EXCESSIVE NATURAL GRADES MAKE THIS REQUIREMENT
IMPRACTICAL. IN SUCH CASES, THE CITY ENGINEER MAY
AUTHORIZE A SUITABLE GRADE
�
A
Suite 400
® Raleigh, NC 2760
r 919.380.875
wwwstewartmc.cro
7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS
a 1/8" TO
WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
1/4°
(SEE TABLE)
5. ALL DRIVEWAYS MUST MEET THE CURRENT CITY DRIVEWAY
J T E � A R
DRIVEWAY WIDTH VARIES
REGULATIONS AND NCDOT REQUIREMENTS, INCLUDING BUT NOT
x r
a
4'- 0 4' -0
SIINT GHT AND OFFSETS FROM
s TOP OR CURB PROPERTY LINES AND INTERSECTIONS, X
°a �t i FRONT EDGE OF WALK-----,_ TOP TOP OF CURB GROOVE JOINTS
°
4" g n T
DRIVEWAY WIDTH
6. "A" BREAKOVER SHALL BE 8% OR LESS (A = ALGEBRAIC
JOINT
a $
a
1/2" EXPANSION JOINT
DRIVEWAY TYPE MINIMUM MAXIMUM 6„
DIFFERENCE).
7, PRIOR APPROVAL IS REQUIRED BY CDOT ON GRADES
rsrr�r
t,�� CAR►I��
�1 •..+«..� f tf
�•
a `°
LOCAL /COLLECTOR 10' 30' SECTION AA (ALONG FLOW LINE
EXCEEDING WHAT ARE SHOWN.
Q•
[f,,"+1`r��i�
JOINT FILLER
cS 1 4 " PER FOOT
/
THOROUGHFARE * 15' 30'
"THICK
t
s 7r''•
+
• SEAL
o �
22��
4
-r
1/2„
( "A„ SEE NOTE 4) k
CONCRETE
`� • 36698
TRANSVERSE EXPANSION
PROPOSED CURB & GUTTER
MUST PROVIDE ON -SITE TURNAROUND "F
6" 4' -0" MIN. 4' -0" MIN. 6„ +�4%
DRIVEWAY WIDTH
X y
WALK
o
�• w
���(��;.�' Q1��
....••
JOINT IN SIDEWALK
4 4 "/FT +6
2" /
4'X4'
+, .� ,
,yam
PROPOSED 4" CONCRETE SIDEWALK
1 - -2% 69
A
TYPE I- RESIDENTIAL:
LOCAL/COLLECTOR 10' MIN. 30' MAX. **
CONCRETE
WINGS
ff�; ���►� �U�
ETAI LS SHOWING EXPANSION JOINTS
_1tl MAX.
JQg
THOROUGHFARE * 5' MIN. 30' MAX. **
(OPTIONAL)
* MUST PROVIDE ON -SITE TURNAROUND
10' -0" 1O' -O° **
C
IN CONCRETE &DEWALK
SECTION B -B
MAXIMUM WIDTH INCLUDES OPTIONAL WINGS
NOT TO SC d =
NOT TO SCALE
GROOVE JOINT
NOT TO SCALE PLAN
• CITY OF CHARLOTTE
CITY OF CHARLOTTE RESIDENTIAL_ DROP CURB TYPE I DRIVEWAY WITH
ob CITY OF CHARLOTTE
RESIDENTIAL_ DRIVEWAY (TYPE I)
LAND DEVELOPMENT STANDARDS
CONCRETE S D E WA E K S
LAND DEVELOPMENT STANDARDS
LAND DEVELOPMENT STANDARDS
STD. N0. REV.
PLANTING STRIP (6" X 18" VERTICAL CURB STD. NQ. REV.
, -
FOR 2 0 VALLEY G U TT E R
STD. NQ. REV
CHARLATTE. INCLUDES CHARLOTTE ETJ
1 0.2 2 1
CHARLOTTE. INCLUDES CHARLOTTE ETJ 1 0.2 5 C 9
C[�ARLOTTE INCLUDES CHARLOTTE ETJ
1 0.2 7A 8
DATE: JUNE 6, 2014
REVISIONS:
0
NO.
DATE
PROJECT NO.:
X12044.00
SCALE: 1"=50'
2C

NOTE:
TRUNCATED DOMES COLORED
PER STD. NO. 10.35B
BACK OF WALK
NOTE:
BACK OF WALK
TRUNCATED DOMES COLORED
BACK OF CURB
FACE OF CURB
PER STD. NO. 10.35B
444
EXP. JOINT
m
FLDWLINE
4' -0" MIN. CONTINUOUS PASSAGE
�
BACK OF WALK
°� �
EXP. JOINT
�
EXPANSION
`V
SIDEWALK
m
JOINT
AA t,
w w w w w FACE OF CURB
w w
bD
PLANTING STRIP
Ay
fA w ., w
FLDWLINE
a
° ,
a s a
5' C C
Q
BACK OF CURB
5'
J
Q
— — — — —
— — — — —
— — — — — — — —
6, -0"
4' -0" 6' -0"
Ay f A
EXP. JOINT
CONTINUE JOINT AT
6' -0" 4' -0"
6' -0" GUTTER LIP
ELEVATION
XI I
w
BACK OF CURB
FRONT OF WALK
FLDWLINE
— SLOPE "A" 12:1
PLAN VIEW PARALLEL RAMP
SLOPE "B" 1 /4 " /FT
WITH PLANTING STRIP
FACE OF CURB 6' -0" 4' -0" 6' -0"
PROVIDE 5' LONG TRANSITION TO 6' PLAN VIEW— PARALLEL RAMP
GUTTER LIP
CONTINUE JOINT AT
BACK OF CURB
all
eacK of WALK
SLOPE "D" 3 /8 " /FT
EXISTING WALK 1/4" PER FOOT
ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1
WIDE WALK. ALL WALKS MUST BE
A MIN, 6' WIDTH AT RAMP. WITHOUT PLANTING STRIP
SLOPE "A" 12:1
SLOPE "B" 1 /4 " /ET
FRONT OF WALK
N
SIDEWALK
-
_
EXP. JOINT BACK OF CURB
1/4" PER Fool NI
L
SIDEWALK 4' —O" MIN,
SLOPE "C" 5 /8 " /FT
BACK OF WALK
EXP. JOINT
PLANTING STRIP — w w
m
D B
D�
FACE OF CURB
w w FLDWLINE
..
a ° °
a° ° °
1
4
EXPANSION CONTINUOUS
JOINT PASSAGE
BACK OF CURB
ww www
w w
wwwwww
w w
o
a° °
�P
FLOWED E CURB
GUTTER LIP
4' -0" OR 5' -0" WALK
4' -0" 9" 1' -9"
GUTTER
CURB
GUTTER LIP
CONTINUE JOINT AT
BACK OF CURB
6'_O»
4' -0"
6, 0^ NOTE:
TRUNCATED DOMES COLORED
TYPICAL RAMP
(L SECTION
CONTINUE JOINT AT
BACK OF C
CURB
EXP. JOINT
DIMENSIONS AT BACK OF CURB
PER STD. NO. 10.358
6, -0" 6' -0
4' -0"
NOTE:
TRUNCATED DOMES COLORED
T
DIMENSIONS AT BACK OF CURB
PER STD. N0. 10.35B
PLAN VIEW —
DIAGONAL RAMP WITH
PLANTING STRIP
NOT TC L
NOT TO SCALE
PLAN VIEW — DIAGONAL RAMP WITHOUT PLANTING STRIP
NOT TO SCALE
• CITY OF CHARLOTTE
ACCESSIBLE
RAMP STANDARD WITH
•
CITY OF CHARLOTTE ACCESSIBLE RAMP SECTIONS WITH
• CITY OF CHARLOTTE ACCESSIBLE RAMP
STANDARD WITHOUT
z
LAND DEVELOPMENT STANDARDS_
REV-
LAND DEVELOPMENT STANDARDS
REV.
LAND DEVELOPMENT STANDARDS ,
w
CHARLOTTE. PLANTING STRIP
2 — 6 CURB AND GUTTER 0
CHARLOTTE.
PLANTING
STRIP 2-6"
— 6 99 CURB AND GUTTER 1 0 D31 B
(�IAR-TTE.
PLANTING STRIP 2 —
6 CURB AND GUTTER 1 OD32A 9V
INCLUDES CHARLOTTE ETJ
1 0..31 A
. 1
INCLUDES CHARLOTTE ETJ
INCLUDES CHARLOTTE ETJ
W
0
0
ce
F—I
U
,u/..�i
v ,
Q
W =
W a
cl�
U
0
0
0 I
O
NOTES:
(1.6" TO 2.4 ")
BACK OF WALK
4' WALK
FACE OF CURB
1.
RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 12:1.
4' PLANTING STRIP 2' PLANTING STRIP
FLDWLINE
2.
GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED THROUGH
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
THE RAMP AREA.
O d d d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d d d d 0
3.
THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE FLDWLINE OF THE
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O
CURB AND GUTTER.
CROSSWALK
d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0 0 0 0 0
O O
PRELIMINARY PLANS
4.
THE RAMP OPENING (AT THE FULLY DEPRESSED CURB) SHALL BE LOCATED
WITHIN THE PARALLEL BOUNDARIES OF THE CROSSWALK MARKINGS. THE
RAMP CENTERLINE SHALL BE LOCATED AT THE CORNER RADIUS CENTERLINE
ROADWAY 10' MIN
PLAN SYMBOL
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
(1.6" TO 2.4 ")
DO NDT USE FOR CONSTRUCTION
UNLESS OTHERWISE DIRECTED BY THE ENGINEER. DIAGONAL CURB RAMPS
ACC 4' MIN
O O O O O O d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o
4' -0"
6' -0"
SHALL HAVE A SEGMENT OF STRAIGHT CURB AT LEAST 24 INCHES LONG
LOCATED ON EACH SIDE OF THE WING SLOPE AND WITHIN THE CROSSWALK
FOR PROPOSED
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N
O
.�
MARKINGS.
ACCESSIBLE RAMP
5.
THE WING AND RAMP SURFACES SHALL BE 3600 PSI CONCRETE WITH A
SIDEWALK FINISH IN ACCORDANCE WITH CURRENT EDITION NCDOT STANDARD
6' PLANTING STRIP
F5'WALK
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SPECIFICATIONS FOR ROADS AND STRUCTURES.
4' WALK
O O O O O O O O O O 0 O 0 O O 0 0 O O O O O O
SECTION THROUGH
TLOWLINE
6.
DRAINAGE STRUCTURES, MAST ARMS, LIGHT POLES AND OTHER OBSTRUCTIONS
NOT PLACED RAMPS. THE
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
��
O O I O O
7.
SHALL BE IN LINE WITH LOCATION OF RAMP SHALL
TAKE PRECEDENCE OVER LOCATION OF OBSTRUCTIONS EXCEPT WHERE EXISTING
OBSTRUCTIONS ARE BEING UTILIZED IN THE NEW CONSTRUCTION.
AT ALL LOCATIONS NOT LESS THAN 2 FEET OF FULL HEIGHT CURB SHALL BE
TYPICAL LOCATION OF ACCESSIBLE
RAMPS AND PEDESTRIAN CROSSWALKS
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
@i
Firm License No. C-1051
421 Fayetteville 5
Suite 400
NOTE.
ALL WALKS MUST BE A MIN. 6' WIDTH
AT RAMPS.
EXISTING WALK 1/4" PER
FOOT
8.
PLACED BETWEEN THE RAMPS.
SEE STANDARD DRAWING 10.358 FOR DETECTABLE WARNING INSTALLATION.
ON SUBDIVISION STREETS
O O O
Raleigh, NC 2760
T 919.380.875
www.stewartinacro
A � � , I�
`J W
SIDEWALK (BEYOND)
( ) - SLOPE 1/4" PER FOOT
GROOVE
—
JOINT
ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1
- -
ROES
4' WAL
2' PLANTING STRIP
4' PLANTING STRIP
A7--X
4' -0" MIN. (VARIES WITH WIDTH OF RAMP)
TRUNCATED DOME PLAN VIEW
3Y2'
1/4" PER FOOT -►
--
1'b
SEE NOTE
NOTES:
TRUNCATED DOME SPACING
rtlr�ri
♦�� ►1��
°
a
6" s a
a
° ° °
12
1 3/4"
� °a °
N "�
CROSSWALK
10' MI
1.
ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIDGID PRECAST OR EMBEDDED
PRODUCT APPROVED BY THE CITY ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWEED ON EXISTING RAMPS
♦ ��
♦ CAR
♦1t �.r...y r itf
♦ Q� ■. rF�
6"
FLOW LINE /
2.
WTH RIOR APPROVAL OF THE CITY ENGINEER FOR MATERIA TYPE AND INSTALLATON (I RES RF CNG)
I P L I E U A I
WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP.
� :"� �
r #
MIN. 4' -0" CONTINUOUS PASSAGE
2' -0" 0' -9" 1' -9"
-,,7
1% SEE NOTE 7�`
6
3.
4.
5.
LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH.
DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.
DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OFr
D 4
SEAL . ~+
• 36698 r +,
~ �' i °`+~i
Ci w
4'
6' PLANTING STRIP
4 WALK 5' WALK.
6.
OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES.
DECTECTABLE WARNING AREA SHALL BE COLORED BLACK IN ALL LOCATIONS EXCEPT ON TRYON STREET MALL,
WHERE FRENCH GRAY IS TO BE USED.
0 0 2
[� S 4 T
►�4.1 �` �NG��ri
•r, rrr'r '#
��
7.
IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE.
0 g»
*���Ij;���M♦
V
TYPICAL RAMP Q- SECTION X —X
EXISTING
OBSTRUCTION TYPICAL LOCATION OF ACCESSIBLE
8.
MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
TRUNCATED DOME SECTION
RAMPS AND PEDESTRIAN CROSSWALKS ON
PLACEMENT FOR OBSTRUCTED
CORNER RADIUS OR THOROUGHFARES /SIGNALIZED INTERSECTIONS
SEE NCDOT STANDARD DRAWINGS
NOT TO SCALE
CORNER RADIUS LESS THAN TEN FEET NOT TO SCALE
NOT TO SCALE
• CITY OF CHARLOTTE
ACCESSIBLE
RAMP SECTIONS WITHOUT
•
CITY OF CHARLOTTE STANDARD PLACEMENT E M E N T O E ACCESSIBLE
• CITY OF CHARLOTTE REVISED 2/3/06
TRUNCATED DOMES
9
ob
LAND DEVELOPMENT STANDARDS PLANTING STRIP
(2-6" CURB AND GUTTER STD. N0. REV.
LAND DEVELOPMENT STANDARDS
RAMP AND GENERAL NOTES ST�NOREV.
LAND DEVELOPMENT STANDARDS
STD. NO. REV.
J
PLAN AND
CROSS — S E CT O N
CHARLOTTE- INCLUDES CHARLOTTE ETJ
10.32 B 9
CHARLOTTE
INCLUDES CHARLOTTE ETJ
1 0.35A
CHARLOTTE_
INCLUDES CHARLOTTE ETJ
1 0.3 5 B
DATE: JUNE 6, 2014
REVISIONS:
0
0
NO.
DATE
PROJECT NO.:
X12044.00
SCALE: 1"=50'
2D

0
0
RADIUS
VARIES DETECTABLE WARNING
SEE DETAIL 10.35B
5' MIN. y ALIGN DOMES W/ SIDEWALK
ALIGN EDGE W/
BACK OF CURB
2' 12:1 MATCH
SIDEWALK WIDTH
6"
PLAN
W �L
W y
PERSPECTIVE
TOP OF CONCRETE CURB
VARIES DETECTABLE WARNING
0 TO 6" 112" EXPANSION JOINT
27. MAX �'. • .
11
VARIES --1 12 4"
6"
SEE CURB
DETAIL BELOW SECTION A -A
CONCRETE 1' -g" g" �3/4"
SIDEWALK
L
CURB DETAIL
NOTES:
1/2" EXPANSION JOINT (TYP.)
SPECIAL REQUIREMENTS AND NOTES
1.
USE THIS DETAIL ONLY UNDER THE FOLLOWING CIRCUMSTANCES:
CONSTRUCTION JOINT (TYP.)
• 5 -FOOT SIDEWALKS WITH CURB RADII GREATER THAN 35 FEET
PARALLEL PIPE END SECTION - PRECAST CONCRETE FOR 15" TO 24" PIPE
• 5 -FOOT SIDEWALKS WITH CURB RADII GREATER THAN 30 FEET
R6"
CROSS PIPE END SECTION- PRECAST CONCRETE FOR 18" TO 30" PIPE
• 8 -FOOT SIDEWALKS WITH CURB RADII GREATER THAN 25 FEET
310.10
2.
DIRECTIONAL RAMPS MAY BE USED WHEN A MIN. 8 -FOOT PLANTING STRIP IS
815.03
PIPE UNDERDRAIN AND BLIND DRAIN
PROVIDED. DO NOT USE THIS DETAIL IF THERE IS HARDSCAPE INSTEAD OF A
816.03
GEOCOMPOSITE SHOULDER DRAIN
PLANTING STRIP.
3.
ALL CONCRETE SHALL BE AT LEAST 3600 PSI.
4.
THE ANGLES ON THE DETECTABLE WARNING WILL VARY WITH THE CURB
15" THRU 48" PIPE 90' SKEW
RADIUS AND SIDEWALK WIDTH. IN THE CONFIGURATION SHOWN IN PLAN VIEW,
838.02
ONE SIDE OF THE DETECTABLE WARNING TRAPEZOID SHALL BE LOCATED AT
NOTE 1
THE TOE OF THE 12:1 SLOPE, AND THE OTHER SIDE SHALL BE ALIGNED WITH
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
THE CURB ON THE ACCESSIBLE RAMP.
5.
THE TRUNCATED DOME PATTERN MUST ALIGN WITH THE SIDEWALK TO ALLOW
NOTE 1
WHEELCHAIRS TO PASS FREELY. DO NOT ALIGN DOME PATTERN WITH THE
CONCRETE 1" ENDWALL FOR SINGLE PIPE CULVERTS 15" THRU 48" PIPE
CURB RADIUS.
838.06
NOT TO SCALE
DWG
SHEET TITLE
SPECIAL REQUIREMENTS AND NOTES
300.01
METHOD OF PIPE INSTALLATION
NOTE 1; OPTIONAL MANHOLE IS REQUIRED
310.02
PARALLEL PIPE END SECTION - PRECAST CONCRETE FOR 15" TO 24" PIPE
REQUIRED IN RIGHT OF WAY WITHIN THE ETJ
310.03
CROSS PIPE END SECTION- PRECAST CONCRETE FOR 18" TO 30" PIPE
REQUIRED IN RIGHT OF WAY WITHIN THE ETJ
310.10
DRIVEWAY PIPE CONSTRUCTION USING NO SPECIAL END SECTIONS
ONLY AT LOCATIONS APPROVED BY THE CITY ENGINEER
815.03
PIPE UNDERDRAIN AND BLIND DRAIN
NOT FOR USE IN PEDESTRIAN AREAS
816.03
GEOCOMPOSITE SHOULDER DRAIN
NOT FOR USE IN PEDESTRIAN AREAS
838.01
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOTE 1
840.45
15" THRU 48" PIPE 90' SKEW
NOTE 1
838.02
CONCRETE ENDWALL AND SLUICE GATE 15" THRU 36" PIPE -90' SKEW
NOTE 1
838.04
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOTE 1
840.52
17 "X13 "THRU 71 "X47" PIPE ARCH 90' SKEW
NOTE 1
838.05
CONCRETE 1" ENDWALL FOR SINGLE PIPE CULVERTS 15" THRU 48" PIPE
NOTE 1
838.06
CONCRETE "L" ENDWALL FOR SINGLE PIPE CULVERTS 17 "X13" THRU 71 "X47"
NOTE 1
840.60
71 "X47" ARCH PIPE
NOTE 1
838.07
CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOTE 1
840.72
40"X31" THRU 66"X51" PIPE ARCH 90'SKEW
NOTE 1
838.08
CONCRETE "L" ENDWALL FOR SINGLE PIPE CULVERTS 40 "X32"
NOTE 1
852.04
THRU 66 "X51" PIPE ARCH
NOTE 1
838.10
CONCRETE ENDWALL FOR OUTFALL 4' -6" OR 8" PIPE
NOTE 1
838.11
BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS
NOTE 1
876.01
15" THRU 48" 90' SKEW
NOTE 1
838.14
BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS 17 "X31"
NOTE 1
876.04
THRU 71 "X47" 90' SKEW
NOTE 1
838.15
BRICK "L" ENDWALL FOR SINGLE PIPE CULVERTS 15" THRU 48" PIPE
NOTE 1
838.16
BRICK "L" ENDWALL FOR SINGLE PIPE CULVERTS 17 "X13" THRU
NOTE 1
CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
71 "X47" PIPE ARCH
NOTE 1
838.17
BRICK ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS 40 "X31"
NOTE 1
BRICK CATCH BASIN 15" THRU 54" PIPE
THRU 66"X51" PIPE ARCH 90'SKEW
NOTE 1
838.18
BRICK ENDWALL FOR SINGLE PIPE CULVERTS 40 "X31" THRU
NOTE 1
CONCRETE CATCH BASIN 12" THRU 54" PIPE
66 "X51" PIPE ARCH 90' SKEW
NOTE 1
838.20
BRICK ENDWALL FOR QUTFALL 4 ", 6" AND 8" PIPE
NOTE 1
838.21
REINFORCED CONCRETE ENDWALL FOR SINGLE 54" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.22
REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 54" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.27
REINFORCED CONCRETE ENDWALL FOR SINGLE 60" PIPE 90' SKEW
NOTE 1 SEE CLDS 2017 FOR SPLASH PAD
838.28
REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 60" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.33
REINFORCED CONCRETE ENDWALL FOR SINGLE 66" PIPE 90' SKEW
NOTE 1 SEE GILDS 20.17 FOR SPLASH PAD
838.34
REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 66" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.39
FIREINFORCED CONCRETE ENDWALL FOR SINGLE 72" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
838.40
1 REINFORCED CONCRETE ENDWALL FOR DOUBLE & TRIPLE 72" PIPE 90' SKEW
NOTE 1 SEE CLDS 20.17 FOR SPLASH PAD
NOTE 1: FOR ALL STRUCTURES - NCDOT REQUIRES CLASS B CONCRETE (2500PS1). THE CITY REQUIRES 3600 PSI CONCRETE STRENGTH @ 28 DAYS. 3600 PSI
CONCRETE SHALL BE USED IN ALL CITY AND ETJ PROJECTS.
• CITY OF CHARLOTTE D R E C T O N A L- A C C E S S O L- E RAMP • CITY OF CHARLOTTE NCDOT STANDAR D S
LAND DEVELOPMENT STANDARDS \ n / (M LAND DEVELOPMENT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE
U v I
CHARLOTTE. INCLUDES CHARLOTTE ETJ TN LARGE CURB RADIUS 10. 40 B 4 CIIARIATTE. INCLUDES CHARLOTTE ETJ AND CHARLOTTE ETJ
0
DWG
SHEET TITLE
SPECIAL REQUIREMENTS AND NOTES
840.31
CONCRETE JUNCTION BOX WITH OPTIONAL MANHOLE 12" THRU 66" PIPE
NOTE 1; OPTIONAL MANHOLE IS REQUIRED
840.32
BRICK JUNCTION BOX 12" THRU 66" PIPE
NOTE 1; OPTIONAL MANHOLE IS REQUIRED
840.34
TRAFFIC BEARING JUNCTION BOX FOR USE WITH PIPES 42" AND UNDER
NOTE 1; OPTIONAL MANHOLE IS REQUIRED; AS MEASURED FROM BOTTOM OF
TOP SLAB -- FOR JUNCTION BOX HEIGHT 0' -4'8" USE 8" THICK WALL,
FROM 4'8" HEIGHT TO 10' HEIGHT, USE 12" THICK WALL. IF PROPOSED
STRUCTURE EXCEEDS 12' -0" HEIGHT A SPECIAL DESIGN WILL BE REQUIRED
840.35
TRAFFIC BEARING DROP INLET FOR CAST IRON DOUBLE FRAME AND GRATES
NOTE 1
840.36
TRAFFIC BEARING DROP INLET FOR STEEL 840.37 DOUBLE FRAME AND GRATES
NOT FOR USE IN PEDESTRIAN AREAS
840.37
STEEL GRATE AND FRAME
NOT FOR USE IN PEDESTRIAN AREAS
840.41
SPRING BOX CONCRETE OR BRICK
838.52
840.45
PRECAST DRAINAGE STRUCTURE (SOLID AND WAFFLE WALL)
WAFFLE WALL IS NOT PERMITTED IN ROADWAY, PLANTING STRIPS,
OR MEDIANS. ALL OPENINGS SHALL BE PRE -CAST
840.46
TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE
838.57
840.51
BRICK MANHOLE 12" 36" PIPE
NOTE 1
840.52
PRECAST MANHOLE 4', 5' AND 6' DIAMETER 12" THRU 42" PIPE
838.58
840.53
PRECAST MANHOLE WITH MASONRY BASE 12" THRU 42" PIPE
NOTE 1
840.54
MANHOLE FRAME AND COVER
838.63
840.60
DRAINAGE STRUCTURE STEPS
NOTE 1
840.71
CONCRETE PAVED DITCHES
838.64
840.72
PIPE COLLAR
NOTE 1
850.01
CONCRETE PAVED DITCHES
838.69
852.04
METHODS FOR PLACEMENT OF DROP INLETS IN GRASSED MEDIAN (USING V -6" CURB AND GUTTER)
NOTE 1
852.05
MEDIAN CURB FOR CATCH BASIN (FOR USE WITH 1' -6" CURB AND GUTTER
838.70
852.06
METHOD OF PLACEMENT OF DROP INLETS IN CONCRETE ISLANDS
NOTE 1
876.01
RIP RAP IN CHANNELS
838.75
876.03
DRAINAGE DITCHES WITH CLASS "A" RIP RAP
NOTE 1
876.04
DRAINAGE DITCHES WITH CLASS "B" RIP RAP
838.80
310.01
1998 DRAWINGS CONCRETE FLARED END SECTION
5 -1/2"
2' -3"
5' -6"
840.00
CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
8' -4"
8810
60"
6"
840.01
BRICK CATCH BASIN 15" THRU 54" PIPE
3' -3"
8' -0"
8' -3"
11180
840.02
CONCRETE CATCH BASIN 12" THRU 54" PIPE
3' -0"
6' -0"
2' -3"
8' -6"
840.03
FRAME, GRATE BASIN 12" THRU 54" PIPE
72"
TYPE
F AND G GRATES ARE OPTIONAL
WITHIN THE CITY LIMITS
840.04
CONCRETE OPEN THROAT CATCH BASIN 12" THRU 48" PIPE
8' -3"
NOTE 1; OPENINGS PERMITTED IN 4 SIDES
MANHOLE RING AND COVER REQUIRED
OUTSIDE OF STREET R/W
IN TOP SLAB SEE CLDS 20.05 A &B
840.05
BRICK OPEN THROAT CATCH BASIN 15" THRU 48" PIPE
NOTE 1: FOR ALL STRUCTURES
- NCDOT REQUIRES CLASS
B CONCRETE
(250OPS1). THE CITY REQUIRES 3600 PSI CONCRETE STRENGTH @ 28 DAYS. 3600 PSI
CONCRETE SHALL BE
USED IN ALL CITY AND ETJ
PROJECTS.
L
NOTE 1
SEE OLDS 20.17 FOR SPLASH
PAD
4"
838.21 THRU 838.40
• CITY OF CHARLOTTE NCDOT STAN DAR D S •
LAND DEVELOPMENT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE ccryi
CHARLOTTE. INCLUDES CHARLOTTE ETJ AND CHARLOTTE ETJ 20.000 10 CHARLOTTE
0
ALTERNATE WAI I
CONE
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SECTION
SEE STD. 20.23 AND 20.24
�4
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END VIEW
CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
INCLUDES CHARLOTTE ETJ
DWG
SHEET TITLE
T
A
SPECIAL REQUIREMENTS AND NOTES
838.45
NOTES FOR REINFORCED CONCRETE ENDWALL STANDARD DRAWINGS
L
NOTE 1
SEE OLDS 20.17 FOR SPLASH
PAD
4"
838.21 THRU 838.40
4' -1"
NOTE 1
SEE CLDS 20.17 FOR SPLASH
PAD
838.51
REINFORCED BRICK ENDWALL FOR SINGLE 54 PIPE 90' SKEW
6"
NOTE 1
SEE GILDS 20.17 FOR SPLASH
PAD
838.52
REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 54" PIPE 90'SKEW
18"
NOTE 1
SEE CLDS 20.17 FOR SPLASH
PAD
838.57
REINFORCED BRICK ENDWALL FOR SINGLE 60" PIPE 90' SKEW
6' -1°
NOTE 1
SEE CLDS 20.17 FOR SPLASH
PAD
838.58
REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 60" PIPE 90' SKEW
2' -6"
NOTE 1
SEE CLDS 20.17 FOR SPLASH
PAD
838.63
REINFORCED BRICK ENDWALL FOR SINGLE 66" PIPE 90' SKEW
1' -0"
NOTE 1
SEE CLDS 20.17 FOR SPLASH
PAD
838.64
REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 66" PIPE 90' SKEW
36"
NOTE 1
SEE CLDS 20.17 FOR SPLASH
PAD
838.69
1 REINFORCED BRICK ENDWALL FOR SINGLE 72" PIPE 90' SKEW
8' -2"
NOTE 1
SEE CLDS 20.17 FOR SPLASH
PAD
838.70
REINFORCED BRICK ENDWALL FOR DOUBLE & TRIPLE 72" PIPE 90' SKEW
2' -11"
NOTE 1
SEE CLDS 20.17 FOR SPLASH
PAD
838.75
NOTES FOR REINFORCED BRICK ENDWALL STANDARD DRAWINGS 838.51 THRU
838.70
NOTE 1
SEE CLDS 20.17 FOR SPLASH
PAD
838.80
PRECAST CONCRETE ENDWALL FOR SINGLE 12" THRU 72" PIPE 90' SKEW
54"
5 -1/2"
2' -3"
5' -6"
840.00
CONCRETE BASE PAD FOR DRAINAGE STRUCTURES
8' -4"
8810
60"
6"
840.01
BRICK CATCH BASIN 15" THRU 54" PIPE
3' -3"
8' -0"
8' -3"
11180
840.02
CONCRETE CATCH BASIN 12" THRU 54" PIPE
3' -0"
6' -0"
2' -3"
8' -6"
840.03
FRAME, GRATE BASIN 12" THRU 54" PIPE
72"
TYPE
F AND G GRATES ARE OPTIONAL
WITHIN THE CITY LIMITS
840.04
CONCRETE OPEN THROAT CATCH BASIN 12" THRU 48" PIPE
8' -3"
NOTE 1; OPENINGS PERMITTED IN 4 SIDES
MANHOLE RING AND COVER REQUIRED
OUTSIDE OF STREET R/W
IN TOP SLAB SEE CLDS 20.05 A &B
840.05
BRICK OPEN THROAT CATCH BASIN 15" THRU 48" PIPE
NOTE 1; OPENINGS PERMITTED IN 4 SIDES OUTSIDE OF STREET R/W
MANHOLE RING AND COVER REQUIRED IN TOP SLAB SEE CLDS 20.05 A &B
840.14
CONCRETE DROP INLET 12" THRU 30" PIPE
NOTE
1
840.15
BRICK DROP INLET 12" THRU 30' PIPE
NOTE
1
840.16
DROP INLET FRAME AND GRATE FOR USE WITH DWGS. 840.14 & 840.15
NOTE
1
840.17
CONCRETE GRATED DROP INLET TYPE "A" 12" THRU 72" PIPE
NOTE
1
840.18
CONCRETE GRATED DROP INLET TYPE "B" 12" THRU 36" PIPE
NOTE
1
840.19
CONCRETE GRATED DROP INLET TYPE "D" 12" THRU 36" PIPE
NOTE
1
840.20
FRAMES AND WIDE SLOT FLAT GRATES
NOT FOR USE IN PEDESTRIAN AREAS
840.22
FRAMES AND WIDE SLOT SAG GRATES
NOT FOR USE IN PEDESTRIAN AREAS
840.24
FRAMES AND NARROW SLOT SAG GRATES
840.25
ANCHORAGE FOR FRAMES BRICK OR CONCRETE
840.26
BRICK GRATED DROP INLET TYPE "A" 12" THRU 72" PIPE
840.27
BRICK GRATED DROP INLET TYPE "B" 12" THRU 36" PIPE
840.28
BRICK GRATED DROP INLET TYPE "D" 12" THRU 36" PIPE
840.29
FRAMES AND NARROW SLOT FLAT GRATES
840.30
DRIVEWAY DROP INLET
NOTE 1: FOR ALL STRUCTURES - NCDOT REQUIRES CLASS B CONCRETE (250QPS1). THE CITY REQUIRES 3600 PSI CONCRETE STRENGTH @ 28 DAYS. 3600 PSI
CONCRETE SHALL BE USED IN ALL CITY AND ETJ PROJECTS.
• CITY OF CHARLOTTE NCDOT STAN DAR D S
LAND DEVELOPMENT STANDARDS APPROVED FOR USE IN THE CITY OF CHARLOTTE
STD. N0. REV. � STD. N0. RE
20.0OA 11 CHARLOTTE. INCLUDES CHARLOTTE ETJ AND CHARLOTTE ETJ 20.00B 5
0
0
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
WET.
12"
2 -1/4"
4"
2' -0"
4' -1"
2' -0"
6' -1°
730
15"
2 -1/4"
6"
2' -3"
3' -10"
2' -0"
6' -1"
730
18"
2 -1/2"
9"
2' -3"
3' -10"
3' -O"
6' -1°
1190
24°
3"
10"
3' -8"
2' -6"
4' -0"
6' -2"
1770
30"
3 -1/2"
1' -0"
4' -6"
V -8"
5' -0"
6' -2"
2380
36"
4"
V -3"
5' -3"
2' -11"
6' -0"
8' -2"
5320
42"
4 -1/2"
V -9"
5' -3"
2' -11"
6' -6"
8' -2"
5920
48"
5"
2' -0"
6' -0"
2' -2"
7' -0"
8' -2"
7470
54"
5 -1/2"
2' -3"
5' -6"
2' -10"
7' -6"
8' -4"
8810
60"
6"
2' -6"
5' -0"
3' -3"
8' -0"
8' -3"
11180
66"
6 -1/2"
3' -0"
6' -0"
2' -3"
8' -6"
8' -3"
12530
72"
7"
S -0"
6' -6"
V -9"
9' -0"
8' -3"
13980
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2, WALL B.
3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
FLARED END SECTION
12" THRU 72" PIPE
NOT TO SCALE
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95R GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM NO SEDIMENT AND EROSION CONTROL MANUAL OR
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
OUTLET La w1 W2 -T H
dmax = 1.5 x d50
T = 1.5 X dmax.
T(min.) =10"
• CITY OF CHARLOTTE
STD. N0. I REV.
LAND DEVELOPMENT STANDARDS
�
20.22 1 CHARLOTTE_ INCLUDES CHARLOTTE ETJ
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® Firm License No C-:
421 Fayetteville
Suite
Raleigh, NC 2'
T 919.380.1
www.stewartino.
STEWART
20.23 7 DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
(SCALE: 1"=50' 1
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® Firm License No C-:
421 Fayetteville
Suite
Raleigh, NC 2'
T 919.380.1
www.stewartino.
STEWART
20.23 7 DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
(SCALE: 1"=50' 1
2E

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GENERAL NOTES:
b
1. IF BEDROCK IS ENCOUNTERED WITHIN THE LIMITS HE
OF THE TOEWALL, BEGIN TOEWALL ON THE
BEDROCK OR AS DIRECTED BY THE ENGINEER.
H A
2. WHERE ONLY ONE SIDE REQUIRES RIP RAP CLASS
6' MAX.
STEEL POST STEEL POST
STEEL POST 8 MAX'
STEEL POST
I OR 11, LIST STATION AND SIDE OF SAME.
WIRE FENCING
WIRE FENCING
1
18 2(MIN)
MIN. � �
3. CHANNEL AND RIP RAP SIZE TO BE DESIGNED BY
THE ENGINEER
z FILTER FABRIC
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FILTER FABRIC
o # 5 WASHED STONE
CIS
DETAIL A FILTER FABRIC
UNDER RIP -RAP
4. DEPENDING ON SOIL CONDITIONS, WASHED
STONE AND FILTER FABRIC MAY BE NECESSARY
Al VEN FILTER FABRIC J�
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5. CHANNEL DEPTH H" SHALL INCLUDE A MINIMUM
F
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I -III -I -I 1 1 -1 1 -1 1 -1 -I 1 =I 11 =1 I I=E I IM I III -I 11 -1 -I 1 -1 1 -I 1 -_1 1 -1 1 -1 4' MIN.
- -I
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8" MIN. CLASS 1 2' -0" CLASS I
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-III- _111 -1 � 1
GENERAL NOTES:
24" MIN. CLASS II 4' -0" CLASS II
GENERAL NOTES:
1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6
Y�
LINE WIRES WITH 12" STAY SPACING.
LONGITUDINAL SECTION A -A
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
2. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE STEEL
3. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF- FASTENER ANGLE STEEL
TYPE. MAINTENANCE NOTES:
TYPE.
O
3. TURN SILT FENCE UP SLOPE AT ENDS. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12"
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
STAY SPACING.
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
5. TURN SILT FENCE UP SLOPE AT ENDS.
MAINTENANCE NOTES:
"D"
GUIDELINES ). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
RIP RAP RIP RAP
NOTE: EQUALS DIAMETER OF PIPE
OR BOTTOM WIDTH OF CHANNEL.
ENVIRONMENTALLY SENSITIVE AREAS. OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
1 HISTARENT IMMRDIATELY AFTERSACHERAIBNFALLEANIDAT °LEASTRDAIPYYNDURINGPARTY OR
FABRIC SHALL BE REPLACED PROMPTLY.
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
O
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PANS AT THE TOE OF SLOPES
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
D�{ 10
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS ADJACENT
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
SHALL BE REPLACED PROMPTLY.
D
FLOW
MAIN CHANNEL
EROSION AND SEDIMENT CONTROL PANNING AND DESIGN MANUAL. PACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO
THE EXISTING GRADE, PREPARED AND SEEDED.
TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES). THE
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
12
AREAS OF CONCENTRATED FLOW.
AREAS.
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
PREPARED AND SEEDED.
RIP RAP
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PANNING AND DESIGN MANUAL.
<
CHANNEL INTERSECTIONS
11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS
OF CONCENTRATED FLAW.
NOT TC I �T
NOT TO SCALE
NOT TO SCALE
• CITY OF CHARLOTTE
• CITY OF CHARLOTTE
• CITY OF CHARLOTTE
HIGH HAZARD
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DITCHES
LAND DEVELOPMENT STANDARDS TEMPORARY S T FENCE
LAND DEVELOPMENT STANDARDS
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STD. NO. RE.
T
STD. NO. REV.
O R A R C E N C E
CHARLOTTE_ INCLUDES CHARLOTTE ETJ
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GENERAL NOTES:
NOTES
NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
1. REMOVE THE STRUCTURE WHEN NO LONGER NEEDED.
1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
(NOT TO EXCEED 1 YEAR).
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. AS A MINIMUM, DESIGN THE STRUCTURE TO PASS 2 YEAR
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
PEAK FLOW WITHOUT OVERTOPPING.
SEDIMENT TRAPS,
V -s" MIN.
1 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
- =1
=1
3. ENSURE THAT DESIGN FLOW VELOCITY AT THE OUTLET
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
# 5 WASHED STONE
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
WASHED STONE -III
=III III -I
=i
of THE CROSSING STRUCTURE IS NON- EROSIVE FOR THE
]PRELIMINARY PLANS
TOE of THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT.
_ =III =111_11 o
I LTI III IIII II `�
-III -I
RECEIVING STREAM CHANNEL.
DO N ®T USE FOR CONSTRUCTION
I III III III
DOWNSTREAM DAM (SEE DIAGRAM BELOW. z 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. III III III III -II
=III =III
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5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET, WHEN
IIII III III III III
III =III III
2' MAX
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
AT CENTER
APPROVED SEDIMENT BASIN SEE STD. NO. 30,11B,
JO
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
III - III -III= A MAXIMUM SPACING B
III III
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100' MIN.
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6" WASHED STONE
Firm License No. C -105
421 Fayetteville 5t
Suite 40
Raleigh, NC 2740
I PUBLIC STREET
LINE CREEK BOTTOM
T III III P III
WITH
T 919.380.875
A AND B ARE AT EQUAL ELEVATIONS
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EXISTING GROUND =1 z _ _ -- ��� II III IIII L H III III III�II '�'-
II III ml -III III I_I -III III III -III III I- III -1 IUIII -i"
TiIIIIIIInlillllullllllllllill�lllllllll� ��
o o
III -III III III III III III III -I
O
TOP BANK o 0 0
0 0
O O O O O O O O fl O
S T E WA R T
-1
=1 - ��I III III =1I III H
11 I- HI II II EI 11-
II [I= III= I4m =1u- SOIL STABILIZATION FABRIC
__
III III III III III 111
III= III III III III III= `E" RIP RAP
- III - III - III - III - III - III - -III
-
1/2 PIPE DIA. OR 12"
rIT�TI�rr UNDER #5 WASHED STONE I- III - III - III - III = III -III = WHICHEVER IS GREATER.
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
1' -6" MIN.
=1 = = 11111111 III =III RING FILTER AS REQUIRED BY
- - -
INSPECTOR. RIP RAP
100' MIN.
- - - - - - - - - -
.
CAR 1 �
...+.y0
IIIJII =III=
111 = 171- 111�I�i= 9„ MIN.
Il'I =�
Ill-
III =i,
1 =11 -1 1,
11 =1dJ �1}i11111 =_
III =1q {=
11 =1�d°
111=
° Ld
Ld
�
r
r r
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awl
�6i% p
36698
=i
„
Or r
11- II7
III =iddl=
FILTER CLOTH
1
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J
NOTES:
ENGINEER TO SIZE PIPE (SEE NOTE 2)
✓ + '*
% 0 %
Ij i-
Ill- 111 °111 _III I -IIII- 111111 =111= 111 -111 =111 =1 }i =111=
-
11111-
m
�
1. ADDITIONAL MEASURES MAY BE REQURIED PER THE CITY ENGINEER
BASED ON SPECIFIC SITE CONDITIONS.
PROVIDE PIPE SIZE, INVERTS, SLOPE AND MATERIAL
FOR EACH CROSSING.
01, ....�•.
fit* j 4
� � �
"fj�flffwts
U
PLAN
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
• CITY OF CHARLOTTE
• CITY OF CHARLOTTE
CHARLOTTE
LAND DEVELOPMENT STANDARDS TEMPORARY ROCK
CHECK DAM
LAND DEVELOPMENT STANDARDS S TA g � � Z E D CONSTRUCTION N ST R U C T I O N ENTRANCE
LAND DEVELOPMENT TEMPORARY
STREAM CROSSING
ST D. NO. REV.
ST. NO. REV.
STD. No. RE V.
CHARLOTTE... INCLUDES CHARLOTTE ETJ
30.10
CHARLOTTE.. INCLUDES CHARLOTTE ETJ 30.1 1 A
CHARLOTTE.. INCLUDES CHARLOTTE ETJ
30.14
DATE: JUNE 6, 2014
REVISIONS:
0
0
NO.
DATE
PROJECT NO.:
X12044.00
SCALE: 1 " =50'
2F

SECTION
HOOD
NOTES
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRI F
TO INSTALLATION,
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6, FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOT
ROADS.
GRATE
1° AR FOR BAGS
REMOVAL FROM INLET
FILTER E
DUMP LC
CATCH BASIN-
DEFLECTOR
DUTLET
NSTAEEAPON_
NOT TO SCALE
FOR LATE WINTER AND SOIL AMENDMENTS:
EARLY SPRING: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
nNIF) �,n I D /nrDE 1 n i n I n CC DTI 117 CD
SEEDING MIXTURE: MULCH:
RYE (GRAIN) - 120 LB /ACRE APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50 LB /ACRE ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TOOL
TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE) MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
SEEDING DATES: EROSION OR OTHER DAMAGE
JAN. 1 - MAY 1
FOR
SUMMER:
VI
SOIL AMENDMENTS:
LANE WIDTH (L)
LANE WIDTH
(L)
FOLLOW RECOMMENDATIONS OF
SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
L; 2
L12
AND 750 LB /ACRE 10 -10 -10
FERTILIZER
SEEDING
MIXTURE:
GERMAN
MILLET - 40 LB /ACRE
MULCH:
(A SMALL
- STEMMED SUDANGRASS MAY BE
APPLY 4,000 LB /ACRE STRAW.
ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUBSTITUTED
AT A RATE OF 50 LB /ACRE)
ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL
SEEDING
DATES:
MAY 1 -
AUG. 15
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT
FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE
FOR FALL: SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE
SEEDING MIXTURE: AND 1,000 LB /ACRE 10 -10 -10 FERTILIZER
RYE (GRAIN) - 120 LB /ACRE MULCH:
APPLY 4,000 LB /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING DATES: ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 - DEC 30 TOOL
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB /ACRE OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LB /ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11 AND
THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
A
B
C
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
2. TYPE OF PIPE TO BE USED IS 1 -5/8" MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GALVANIZED.
3. ALL JOINTS TO HAVE A 1/2" FILLET WELD AT ALL JOINTS.
4. AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEATHER ENAMEL.
5. SEE DETAIL 50.04 -B FOR WARRANTS
• CITY OF CHARLOTTE • CITY OF CHARLOTTE • CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS CATCH BASIN � N L_ ET PROTECTION STD. N0. REV. % LAND DEVELOPMENT STANDARDS TEMPORARY SEEDING S C H E D O E E STD. NO. I REV. I LAND DEVELOPMENT STANDARDS
CHARLOTTE_ INCLUDES CHARLOTTE ETJ T CHARLOTTE. INCLUDES CHARLOTTE ETJ 30. 1 7 9 CHARLOTTE_ INCLUDES CHARLOTTE ETJ
0
STANDARD SAFETY RAIL (STD. #50.04A) SHALL BE INSTALLED
UNDER ANY OF THE FOLLOWING CIRCUMSTANCES IN BOTH NEW
CONSTRUCTION AND IN RETROFITTING OR RECONSTRUCTION OF
EXISTING ROADWAYS OR SITES:
1. WHEN THE CULVERT CROSSING DETAIL (STD. #10.36A -B)
APPLIES.
2. IF THERE IS A TWO FOOT OR GREATER DROPOFF WITHIN 2
FEET OF TH EDGE OF THE SIDEWALK (SEE DIAGRAM A).
3. IF THERE IS A 1-FOOT OR LARGER DROPOFF DIRECTLY
ADJACENT TO THE SIDEWALK EDGE (SEE DIAGRAM B).
4. AT THE TOP OF ANY DROPOFF WITHIN THE PEDESTRIAN
CLEAR ZONE OR WHERE PEDESTRIANS CAN REASONABLY BE
EXPECTED IN THE VICINITY.
5, AT THE DIRECTION OF CDOT OR ENGINEERING & PROPERTY
MANAGEMENT STAFF BASED ON FIELD CONDITIONS.
DEFINITIONS
• DROPOFF -- A SLOPE OF 2:1 OR STEEPER. EXAMPLES
INCLUDE HEADWALLS, RETAINING WALLS, AND CULVERTS.
• PEDESTRIAN CLEAR ZONE -- 10 FEET OF ANY COMBINATION
OF SIDEWALK, SLOPE, AND SHOULDER SLOPED AT 6:1 OR
FLATTER. SIDEWALK DOES NOT NEED TO BE PRESENT.
• SIDEWALK -- FOR PURPOSES OF THIS STANDARD, THE TERM
"SIDEWALK" IS USED GENERICALLY AND SHALL MEAN ANY
PATH OR SURFACE TO BE USED FOR BICYCLE AND /OR
PEDESTRIAN TRANSPORTATION. EXAMPLES INCLUDE, BUT ARE
NOT LIMITED TO, SIDEWALKS, BIKE PATHS, SHARED -USE
PATHS, PEDESTRIAN PATHS, AND GREENWAYS.
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
CHARLOTTE... INCLUDES CHARLOTTE ETJ
0
2
C
GRE
SAFETY RAIL
50.04A
2 FT. _I
UIHVI�HIVI H
SLOPED DROPOFF AT BACK OF SIDEWALK
* IF VERTICAL DROPOFF IS LESS THAN
SAFETY RAIL 1 FOOT, SAFETY RAIL MAY NOT BE
50.04A WARRANTED. INSTEAD, THE EDGE OF
SIDEWALK MUST BE MARKED WITH 6"
�WIDE YELLOW NT LINE, 10' PAST
DROPOFF INLK EACH DIRECTION ALONG
THE
0
LANE WIDTH (L)
LANE
WIDTH (L)
LANE WIDTH (L)
LANE WIDTH
(L)
L/2
L/2
L; 2
L12
�. L/2
L/2
T
o v r
(TYP)
1 FT. III— III — III — III — III — III — "'
OR VIII SIDEWALK NOTES:
GREATER*
III - 1. PER MUTCD STANDARDS, WHEN CROSSWALK LINES ARE USED THEY SHALL CONSIST OF SOLID WHITE LINES THAT MARK THE CROSSWALK. THEY SHALL BE NOT
I1 RETAINING WALL LESS THAN 150 MM (6 IN) NOR GREATER THAN 600 MM (24 IN) IN WIDTH.
VIII II II VIII II VIII II I IL STEP
2. IF TRANSVERSE LINES ARE USED TO MARK A CROSSWALK, THE GAP BETWEEN THE LINES SHOULD NOT BE LESS THAN 1.8 M (6 FT). IF DIAGONAL OR
LONGITUDINAL LINES ARE USED WITHOUT TRANSVERSE LINES TO MARK A CROSSWALK, THE CROSSWALK SHOULD NOT BE LESS THAN 1.8 M (6 FT) WIDE.
3. IF USED, THE DIAGONAL OR LONGITUDINAL LINES SHOULD BE 300 TO 600 MM (12 TO 24 IN) WIDE AND SPACED 300 TO 1500 MM (12 TO 60 IN) APART.
DIAGRAM B THE MARKING DESIGN SHOULD AVOID THE WHEEL PATHS, AND THE SPACING SHOULD NOT EXCEED 2.5 TIMES THE LINE WIDTH.
VERTICAL DROPOFF AT BACK OF SIDEWALK
NOT TO SCALE
'IDTH
'ALK,
R IS
NOT
N 1'
OF
AMP)
• CITY OF CHARLOTTE
SAFETY RAIL_ WARRANTS STD. No. REV. LAND DEVELOPMENT STANDARDS PIANO-STYLE CROSSWALK
STD. No. RE
5 0.04 B 7 CHARLOTTE.. INCLUDES CHARLOTTE ETJ 5M 4 9
0
0
SAFETY RAIL
NOT TO SCALE
50.04A1 7
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Firm License No. C -1051
ETiC 421 Fayetteville St,
Suite 40C
Raleigh, INC 27601
T 919.380.875C
www.stewartinc.com
STEWART
CAR
p, 0...�j, +,►
7
SEAL r
ac 40
69
U
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
(SCALE: 1 " =50' 1
2G

I
SECTION
LONGITUDINAL TO TRAIL
CONCRETE
TRAIL AND REBAR,
AVOID REBAR WHEN
PLACING RAIL
�" CORE DRILL TO DEPTH OF 6 ",
INSERT TURNDOWN OF RAIL,
FILL WITH NON - SHRINK GROUT.
A UNDERPASS PIPE RAIL
N.T.S.
0
11' MAXIMUM WIDTH
4
°
d
3
,
10' -0"
stoo
10' MAXIMUM WIDTH
• °
• 1
o d
•°
101,
•
L °
• d
•
• •
2" DIA. METAL RAIL
4 d °
°
bD
SCH. 40 GALVANIZED STEEL
511
SEE SHEET 2A FOR
REINFORCEMENT DETAILS
"Q
3" RADIUS (TYP.)
7r,
SECTION
LONGITUDINAL TO TRAIL
CONCRETE
TRAIL AND REBAR,
AVOID REBAR WHEN
PLACING RAIL
�" CORE DRILL TO DEPTH OF 6 ",
INSERT TURNDOWN OF RAIL,
FILL WITH NON - SHRINK GROUT.
A UNDERPASS PIPE RAIL
N.T.S.
PLAN VIEW
5100 CONCRETE SWALE BRIDGE
4
4 "x6" CONT CURB EA SIDE REINF W/
#4 DOWELS @12" OC & (1) #5
CONT HORIZ
TREAD TO FINISHED
GRADE UNDER 30 ", AS
LOW AS POSSIBLE
>1
CONCRETE SWALE BRIDGE
N.T.S.
SEE WALL & GRADE
BEAM NOTES OPP
SECTION
TRANSVERSE TO TRAIL
11LQZE5
1. SOME SECTIONS OF RAIL REQUIRE CUSTOM BENDS TO MATCH
THE EXISTING RADIUS OF THE TRAIL EDGE.
2. THE INSIDE RAIL WILL TERMINATE WITH AN ANGLE (APPROXIMATELY
30 0). ACTUAL LOCATIONS AND ANGLE TO BE DETERMINED WITH THE
OWNER IN THE FIELD.
10' -0"
6" CONC SLAB
#5 @12" OC
#5 @12" OC
oZ
2 SECTION
S1oo i CONCRETE SWALE BRIDGE
- -! NOTES:
1. CONCRETE SHALL BE 4000 PSI CONCRETE.
A!- ­1 n" uAv
CONC STEMWALL
GREENWAY, SEE TYPICAL
SECTIONS
2
stoo
°
d
3
8 d
• i
stoo
d
°•
• °
• 1
o d
•°
101,
•
L °
• d
•
• •
4 d °
°
4
-
PLAN VIEW
5100 CONCRETE SWALE BRIDGE
4
4 "x6" CONT CURB EA SIDE REINF W/
#4 DOWELS @12" OC & (1) #5
CONT HORIZ
TREAD TO FINISHED
GRADE UNDER 30 ", AS
LOW AS POSSIBLE
>1
CONCRETE SWALE BRIDGE
N.T.S.
SEE WALL & GRADE
BEAM NOTES OPP
SECTION
TRANSVERSE TO TRAIL
11LQZE5
1. SOME SECTIONS OF RAIL REQUIRE CUSTOM BENDS TO MATCH
THE EXISTING RADIUS OF THE TRAIL EDGE.
2. THE INSIDE RAIL WILL TERMINATE WITH AN ANGLE (APPROXIMATELY
30 0). ACTUAL LOCATIONS AND ANGLE TO BE DETERMINED WITH THE
OWNER IN THE FIELD.
10' -0"
6" CONC SLAB
#5 @12" OC
#5 @12" OC
oZ
2 SECTION
S1oo i CONCRETE SWALE BRIDGE
- -! NOTES:
1. CONCRETE SHALL BE 4000 PSI CONCRETE.
A!- ­1 n" uAv
CONC STEMWALL
GREENWAY, SEE TYPICAL
SECTIONS
#5 @12" OC
SECTION
5100 CONCRETE SWALE BRIDGE
NOTES:
1. CONCRETE SHALL BE 4000 PSI CONCRETE.
1„ =1, -0„
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® Firm License No. 2'
421 Fayetteville
Suite
Raleigh, NC 2'
T 919.380.1
www.stewartim
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
(SCALE: 1"=50' 1
2H
8 d
• i
d
d
°•
• °
• 1
o d
•°
•
L °
• d
•
• •
° d
#5 @12" OC
SECTION
5100 CONCRETE SWALE BRIDGE
NOTES:
1. CONCRETE SHALL BE 4000 PSI CONCRETE.
1„ =1, -0„
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® Firm License No. 2'
421 Fayetteville
Suite
Raleigh, NC 2'
T 919.380.1
www.stewartim
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
(SCALE: 1"=50' 1
2H

71/ 2 IF 3 !, 4 1,
-�p
Q Q 0
M
0 0
�N
'~ 1412 IF
14 IF x M12 IF carriage bolt
9r -9►r
7-41'
j1/ ,6 " dia. holes for
lag screws (typ.)
Q
0 0 0
Steel plate 3.18" thickness
8 spaces at 11 "
STEEL RAIL
w %hex nut & washer (typ.) z r► 834 r1 (typ.) 3"_
dia, hole (typ.) tYp`
1 1 1 1 I I I I
I I
Steel rail
I I
I I
Steel splice plate
I I
I I
f$" dia, carriage bolt w /hex
nut and plate washer
15" w /block -out (Type A)
11 " w /no block -out (Type B)
I I
5" dia, x 1 "depth recess ; _ _ U.0 _ _
611 61
-04 0. j
PLAN
N
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N
9]
N
Steel splice plate
0 0 I
II
II
0 I
II
II
II
10 if
x 16 " x 7r -0"
rough sawn timber
post at 10 1 -0 11 centers
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4
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8` dia, holes (typ.)
6" x 10"' x 9'- 111/2"
rough sawn timber rail
IF dia. x 4" lag screw
pre -drill 3 /$'r holes 3�121f deep
in timber rail (typ.)
4,1 x g,, x 12"1 block,
Type A only (See Note 1)
1V" x 12" x 7'-Q"
rough sawn timber post
See roadway typical section
for offset distance
00
on
I � I
I I
I I
I I
I
ELEVATION
POST CONNECTION
Steel rail
Plate washer
Edge of pavement or
ground line at face of rail
Aggregate base or as
shown on typical section sheet
41# 311 7112„
• i •
r•�
y - i I _�— End of
i timber rail
1'44`,2" 1114"
(typ.)
�N
311 311
*�N
%8" x 1114 bolt slots (typ.)
41 11
/4
4 r1
4-Y4 IF_
11,6" dia. hole centered
in 114" thick washer
^71 -611
9"
PLATE WASHER
9 If 3F1 311
314 r1 x 2114 bolt slot
Steel plate 318" thickness
STEEL SPLICE PLATE
Hinae Doint
TYPICAL GUARDRAIL CROSS SECTION
STATE PROJECT SHEET
NUMBER
NOTE.
1. Use the Type A, blocked -out, system or the Type B,
non - blocked -out, system as specified in the plans.
2. Use weathering steel for all structural steel and
fastener hardware as specified.
3. Place a terminal section (See Standards 617 -61 and
617 -62) on both approach and trailing ends of
barrier installations.
+Groun
Wrap post wl rig"
of Styrofoam where it
contacts the concrete,
Subgrade shoulder
widening required
for approach and
departure sections
24"
1211
24" dia. round anchor is an acceptable alternative.
Reduced size acceptable in solid rock.
CONCRETE ANCHOR FOR
SHORT GUARDRAIL POST
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STEEL - BACKED TIMBER GUARDRAIL
TYPE A & TYPE B
NO SCALE STANDARD APPROVED FOR USE 3/1990
REVISED: 4/1994 6/2005
STANDARD
+617 -60
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Firm License No. C -105
dr' 421 Fayetteville St
Suite 40
Raleigh, NC 2760
-
T919,380,875
I I 1 I 1 I
I I I 1
STEWART
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I I 1 I 1 I
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Steel rail
I I
I I
Steel splice plate
I I
I I
f$" dia, carriage bolt w /hex
nut and plate washer
15" w /block -out (Type A)
11 " w /no block -out (Type B)
I I
5" dia, x 1 "depth recess ; _ _ U.0 _ _
611 61
-04 0. j
PLAN
N
Q
C1
N
9]
N
Steel splice plate
0 0 I
II
II
0 I
II
II
II
10 if
x 16 " x 7r -0"
rough sawn timber
post at 10 1 -0 11 centers
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4
ii
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8` dia, holes (typ.)
6" x 10"' x 9'- 111/2"
rough sawn timber rail
IF dia. x 4" lag screw
pre -drill 3 /$'r holes 3�121f deep
in timber rail (typ.)
4,1 x g,, x 12"1 block,
Type A only (See Note 1)
1V" x 12" x 7'-Q"
rough sawn timber post
See roadway typical section
for offset distance
00
on
I � I
I I
I I
I I
I
ELEVATION
POST CONNECTION
Steel rail
Plate washer
Edge of pavement or
ground line at face of rail
Aggregate base or as
shown on typical section sheet
41# 311 7112„
• i •
r•�
y - i I _�— End of
i timber rail
1'44`,2" 1114"
(typ.)
�N
311 311
*�N
%8" x 1114 bolt slots (typ.)
41 11
/4
4 r1
4-Y4 IF_
11,6" dia. hole centered
in 114" thick washer
^71 -611
9"
PLATE WASHER
9 If 3F1 311
314 r1 x 2114 bolt slot
Steel plate 318" thickness
STEEL SPLICE PLATE
Hinae Doint
TYPICAL GUARDRAIL CROSS SECTION
STATE PROJECT SHEET
NUMBER
NOTE.
1. Use the Type A, blocked -out, system or the Type B,
non - blocked -out, system as specified in the plans.
2. Use weathering steel for all structural steel and
fastener hardware as specified.
3. Place a terminal section (See Standards 617 -61 and
617 -62) on both approach and trailing ends of
barrier installations.
+Groun
Wrap post wl rig"
of Styrofoam where it
contacts the concrete,
Subgrade shoulder
widening required
for approach and
departure sections
24"
1211
24" dia. round anchor is an acceptable alternative.
Reduced size acceptable in solid rock.
CONCRETE ANCHOR FOR
SHORT GUARDRAIL POST
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STEEL - BACKED TIMBER GUARDRAIL
TYPE A & TYPE B
NO SCALE STANDARD APPROVED FOR USE 3/1990
REVISED: 4/1994 6/2005
STANDARD
+617 -60
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STEWART
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DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
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SCALE: 1 " =50'
2I

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F
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I 1
I F
GUARDRAIL FLARE RATE TABLE
Design Speed
(mph)
Shy line offset
(ft)
Flare rate inside
shy line (a : b)
Flare rate outside
shy line (a : b)
60
8.0
26:1
14:1
50
6.5
21:1
11:1
40
5.0
16:1
8:1
30 and less
3.5
13:1
7:1
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tl
N
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1
a
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1
1
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r _ Firm License , C 7,
421 Fayetteville
Suite
Raleigh, NC 271
T 919,380.8'
— .stevoartinc.c
STEWART
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SEAL
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DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
(SCALE: 1 " =50' 1
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PAINT BLACK
FINISHED GRADE
1" SLOPE
95% COMPACTED
SUBGRADE
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CLASS 'AA' @ 4500 PSI
6" OF #5 WASHED STONE
NOTES
1. ALL WOOD SHALL BE PRESSURE TREATED WITH
COPPER AZOLE (CBA -A, CA -B) @ NET RETENTION
OF 0.40 LBS /C.F. WOOD SHALL BE DRIED
AFTER TREATMENT.
2. TO BE PROVIDED BY OWNER
PERMANENT BOLLARD DETAIL
B
NOT TO SCALE SOURCE: MCPR
w
(A') TYPICAL BOLLARD PLACEMENT
NOT TO SCALE SOURCE: STEWART
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Firm License No
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Suite 40
Suite 40
Raleigh, NC 2760
T 919 380.875
wwwstewartmc.co
STEWART
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REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
(SCALE: 1"=50' 1
2K

FINISHED
GRADE*
GRADE
ELEVATION
12"
4 "THICK CONCRETE
SLOPE PROTECTION \
- - - - - - - - - - - - - - - - - - - -
SEPARATION
GEOTEXTILE `; 1
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NO.57
STONE
AGGREGATE
(NO.57 STONE)
FOOTING
4" DIA. PERFORATED
DRAIN PIPE, g//
IF REQUIRED
(SEE NOTE FOR PIPE) MIN
TOP OF
-- FOOTING
BOTTOM OF
FOOTING
NOTES-
FOR STANDARD SEGMENTAL GRAVITY RETAINING WALLS, SEE SEGMENTAL
GRAVITY RETAINING WALLS PROVISION.
FOR STEEL BEAM GUARDRAIL,SEE ROADWAY PLANS AND SECTION 862
OF THE STANDARD SPECIFICATIONS.
DO NOT ATTACH FENCES OR HANDRAILS TO STANDARD SEGMENTAL
GRAVITY WALLS.
SRW CAP UNIT DO NOT USE STANDARD SEGMENTAL GRAVITY WALLS FOR INTERSTATE
TOP OF WALL HIGHWAY OR RAILROAD PROJECTS.
EXTENSION DO NOT USE STANDARD SEGMENTAL GRAVITY WALLS WHEN SURCHARGE
LOADS WILL BE WITHIN 5' -6 "OF THE BACK OF SRW CAP UNITS.
4" MIN
DO NOT USE STANDARD SEGMENTAL GRAVITY WALLS WHEN VERY LOOSE
OVERHANG OR SOFT SOIL OR MUCK IS BELOW WALLS.
112" - 1 -112" SEGMENTAL RETAINING WALL (SRW) UNITS ARE APPROVED FOR EITHER
WALL BATTER a 2' OR 4' MAXIMUM DESIGN HEIGHTS. FOR DETAILS AND DIMENSIONS
3.5 - 9 DEGREES OF APPROVED SRW UNITS AND MAXIMUM DESIGN HEIGHTS, SEE
APPROVED SEGMENTAL RETAINING w connPr t.ncd�t.g�v /rPS�urc Ps /GPI gic�l /P�gPS /Pr�d�ic ts_�s(Z
WALL (SRW) UNIT (TYP) = I
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CD w SAME STANDARD SEGMENTAL GRAVITY WALL. USE THE SAME SIZE
WALL FACE V APPROVED SRW UNITS FOR EACH WALL SECTION.
III a
BOTTOM OF WALL ' BEFORE BEGINNING STANDARD SEGMENTAL GRAVITY WALL CONSTRUCTION,
SURVEY WALL LOCATIONS AND SUBMIT WALL PROFILE VIEWS (WALL
ENVELOPES) FOR REVIEW. FOR WALL ENVELOPES, INCLUDE BOTTOM OF
WALL,EXISTING GROUND AND GRADE ELEVATIONS AND OTHER
ELEVATIONS AS NEEDED AT INTERVALS OF 25' OR LESS ALONG WALLS.
DO NOT START WALL CONSTRUCTION UNTIL WALL ENVELOPES ARE
ACCEPTED.
10 "MIN A DRAIN PIPE IS REQUIRED IF GROUNDWATER IS ABOVE BOTTOM OF
FOOTINGS.
6" EMBEDMENT
MIN 18" MIN DO NOT PLACE NO.57 STONE FOR FOOTINGS UNTIL EXCAVATION
FINISHED GRADE* DIMENSIONS AND FOUNDATION MATERIAL ARE APPROVED,
601 (HoV) OR FLATTER
STANDARD SEGMENTAL GRAVITY WALL WITH SLOPE
SEE ROADWAY PLANS FOR FINISHED GRADE DETAILS.
5' -6"
MIN
STEEL BEAM
GUARDRAIL,
IF APPLICABLE
GRADE
ELEVATION
FINISHED GRADE* \4
PAVEMENT SECTION,
IF APPLICABLE
--------------------------- - - - - - - - - - - - - - - -
SEPARATION GEOTEXTILE
(OMIT FOR CONCRETE PAVEMENT,
FULL DEPTH ASPHALT G�
OR CEMENT TREATED BASE) �`�� NO.57
STONE
SEPARATION GEOTEXTILE�`�9]�
AGGREGATE ` TOP OF
(NO.57 STONE) FOOTING
FOOTING
4" DIA. PERFORATED
DRAIN PIPE,
IF REQUIRED
(SEE NOTE FOR PIPE)
9//
MIN
BOTTOM OF
FOOTING
SRW CAP UNIT
TOP OF WALL
EXTENSION
4/' MIN
I
OVERHANG
112" - 1 -112"
WALL BATTER a
3.5 - 9 DEGREES
I—I
APPROVED SEGMENTAL RETAINING w `�
WALL (SRW) UNIT (TYP) =
(SEE NOTE FOR SRW UNITS) cn
WALL FACE w nr
o a
BOTTOM OF WALL >
10" MIN
6"
MIN
EMBEDMENT
18" MIN
FINISHED GRADE*
601 (H-V) OR FLATTER
STANDARD SEGMENTAL GRAVITY WALL WITHOUT SLOPE
SEE ROADWAY PLANS FOR FINISHED GRADE DETAILS.
MAX TOP OF WALL
STEP HEIGHT =
SRW UNIT HEIGHT
Cn1A1 r A n i INITT /T \ /m\
(NO.57 STONE) iviliv
FOOTING
STANDARD SEGMENTAL
GRAVITY WALL - PARTIAL ELEVATION
of NORTg O
1p
9
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0
OF -FVLN
GEOTECHNICAL
ENGINEERING UNIT
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
GEOTECHNICAL
ENGINEER
SIGNATURE
TOP OF WALL
HEIGHT
ENGINEER
DATE I SIGNATURE
PROJECT NO.: X12044.00
MECKLENB UR G COUNTY
STATION: -L3- 32+76 +/- TO 34+11 +/-
STANDARD DRAWING 10.453.02
STANDARD
SEGMENTAL GRAVITY
RETAINING WALL SHEET NO.
TOTAL SHEET;
DATE: 11 -19 -13
�
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® Firm License No. 2'
421 Fayetteville
Suite
Raleigh, NC 2'
T 919.380.1
wwwstewartina
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
(SCALE: 1"=50' 1

PI STA. 10+63.69 PI STA. // +47.22
= 9° 59' 09.0" (LT) A = l5° 42' 43.2" (RT)
PI STA. 12 +69.52 PI STA. l3 +43.98
A = 23° 00' l0.1" (LT) A = 21° 55' 08.3" (RT)
PI STA. 14 +59.79 PI STA l5 +64.66
A = ll° 00' 10.9" (RT) A = 30 25 21.5 (LT )
' D = 6° 4T 33.4" D = 77° 25' 36.2"
D = 76° 23'39.7" D = 88° 08' 50.5"
D = 32° 44' 25.6" D = 33° 42' 12.2"
L = 147.0/' L = 20.29'
L = 30.1/' L = 24.87'
L = 33.6/' L = 46.2T
T = 16.86' T = 46°22'
\
T = 7 T = 10.21'
' . 3.69
T = 15.26' T = 12.59'
R = 170.00'
TIMOTHY NEAL WALLACE
1
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R = 75.00' R = 65.00'
PI STA. 20 +51.67 PI STA. 21+42.43
A = Z 23"- 30.8" (RT) A = 37° 50-'18.4" (RT)
R = 175.00'
Pl STA. 21 +69.38 1 -'
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- -D =
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L = l2/.03'
T = 62.02' T = 73 35-
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_ -
- - \I
/
a END WALL 1
' 11 +57.19
.= t . -- OFF 7.00
�
X "" '' MCI �
-\ ;
AND APPROVAL Y OWIy RP IOR TO REMOVA -
--
- '' -
i
-
]P�R1EL1[MINARY ]PLANS
ID33 �L'll' Utilh' Ft91�, i'DNS'IfIi17CT1 ®`V
}
-Ll- STA. 11 + 57.30
EL = 681.42'
Firm License No. C -105
WMW 421 Fayetteville St
Suite 40
Raleigh, NC 2760
/ID/ - l + l0 1
T 919.380.875
www.stewartinc.co
EL = 679.95'
STEWART
VC = 20' PI
= 12+74.37
BEGIN GRADE
-Ll- STA. 10 + 02.39 EL
EL 681.99
= 672.06'
,�•��caf' ° "' %r
=
Q0
PI = 12 +84.37
EL = 671.66'
' ;a. ''•.
.0418; �-
sEAL
° �'�8
680 _ 5/39%
1 000
° °
°
0 0 \
6 8 0
- 3 6698
. '` °
_ .080
O O O
Q
'• *,; f I. '•• k P •}%_`jet
41f,��l111111t1 *�Al
Q)
PI = 14 +94.30 PI
= l5 +04.30
PI = 10 +45.95 PI = l + 3
670
�- (- )2.0000% ` EL = 658.88' EL
= 658.28'
670
EL = 681.10'
EL = 681.42'
VC = 20'
�, o \ \ �
°o °o °o
PI = l5 +14.30
-Ll- STA. 17 + 57.30
EL = 645.57'
° o
EL = 657.88' Pl = 16+77.30
Pl = 11 +43.0
<o °� �°�• O
EL = 648.00'
STA 2D1 GRADE
660
,
PI 16 +87.3o
-Ll-
EL = 640.90
660
EL = 68/.5
�- ,
EL = 647.60'
DATE: JUNE 6, 2014
VC = 25'
o
PI = 18 +88.55
PI =
2/ +23.58
REVISIONS:
`
�\ °
J6�908� o
PI = 17 +27.30 EL = 639.88'
PI = 20 +76.67 EL =
638.60
NO.
DATE
650
�r o
EL = 646.80 VC = 200'
-
EL 638.56' VC =
50' ° °
650
0000 %
PI = 13 +4/.40
�
L
�
M �
PROJECT NO.:
EL = 670.52'
�
N
640
PI = 13 +5/.40 PI = 15 +24.30
-' ('J4
� 3,343i
± �
�- '�
° 64o
X12044.00
EL = 670.12 EL = 657.68'
(- )0.7029%
SCALE: 1"=50'
Pl = 15+61.50 PI = l5 +34.30
-
Pl = /7+57.30 " ` �' ,.,'� -
` _ _ _ _ 1
PI =
21+77.84
EL = 669.52' EL = 657.28'
EL = 645.57'
PI 20 +98.47 PI = 2/ +66.7/
EL = 638.81' EL = 640.63' EL
640.93'
= A.11 0
10 11 12
13 14 15
16 17
18 19
20 21
22

I
I I 0,, s* ° - ,., M° � III I it
{� f
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`�IFFA Fo WASHINGTON
- I +��, �� ',III, '� o � I
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B�R�NDON. I° GOMEZ - �
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RETAIN EXISTING" ACCESSIBLE CURB RAMP _ _ -_ = -__ = , - �.; A D m
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- - �;'I�
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AND ABOVE IN GR PATH CORRIDOR FO�
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P -
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_ - + END CONCRETE TRAIL X - -- ;" F - F o
BEGIN ASPHALT TRAIL j �i�� / / ��
o
A
0 \
F
/ INSTALL TYPICAL BOLLARD PLACEMENT -' ` _ -�� __ --
l -L2- 22 +45.42
_ c F
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W � iF -L2 - PC Sto.23 +0/.60
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10' CONCRETE TRAIL
T
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°
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- °�
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_ i -- - `-
F _ - - - -
F
- _ �` F
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\
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- -�,
Fs j / = F
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\
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mm =' :" 24 LF 15" RCP /FES / / F
- -- -- �c INV IN 6:59 i / /
/
INV OUT 632.19 _
' ��
zog�GREEK "���ti' j� - E _- ��
- _
_ _
F
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c �
/ / _ _�
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- _
- . , � �, A� - ICE
_ to•30+48.40
°� X - _ E
��
END ASPHALT TRAIL
BEGIN APP. SLAB
_
X m
F--I
U
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- - }0o - , F`r! -. /% UX-
_
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m' F
_ - _
-� �� -�,: ��
M� m
_- _ E -
-L2- 33 + 08.00 - -__ �' �, ��
�� - F �
-� \ - \ .
�� -
�--�
v
Q
- NBI couN F - PTto c'� `
/ _ X ss _
' -L2 - Sto.29 +92.56
_ �%
�_
= �_ --
r
-- - oBY ARE _ - „-
;-
��
- = RELCaI -t[UF � - REEK EST. CLASS 14 TN
-_ _ -
f20V1Df IMtTv�1- CLE%4R CLASS I RIP RAP
��
- - Sta.27 +34.95 X r x m V '�
-
- - - -� �d °ice
\ \
��� = .v
��e
_
x ��
-- �J .
_ -_
- -�
S
//••��
'
- _-_ -- TO T�2AIL. FINAL ION__ , - EST. 30�4Y1��JAB I
P
-L2 - Pte- - : � +92.90 i ; � � _ -,�_ � '- m
� �
O� - � X - L
--
LL
- TO INEB -INTL i
m `_ - -_ 10' ASPHALT
- - .
-�
X
TRAIL 00� X
m a
o�
-
_ - - - -
-L2- PC Sto.
-L2 _
- �
- � 5
/' `/
_ - -- - - PC Sto•32 * 0.8
-� _ �. L2 m X
--_,
- -
--
-
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U
RET EXIS IDEWAL X =
A,N
-- -- -- -� X
_ `
N XV
X
` ;
m - --
\ J° PATTEPSON CASH - __- - -
00
OOL - - SYLVIA S. CAEHO `N 1
; _ _
-- -
--
-
_ - -- '_ \
X
- OOL -
-- _ -
0�
JOHN Ic \C C RK R
��
_
'�
P_ - _
-
° _,
_ ._.
� ; P/ STA• 2/ +83.26 Pl STA° 23 X8.82 l ST A. 28 +15.80 Pl tA• 30 +20.5/ Pl X32 +.56.78 Pl S -T 3 +34.46 - -- - - -
°
._, \
,� ,
\ ,
f i = ° 4' 0 " f RT) _ ° , 7 " f T) _
D 83 0 0.8 99 22 2 •9 L 30 09 57.9
- _
" � = 6° 23' 55.0" f RT) _A = 20° 2/' 19.8" f LT )' ° ,�
f RT) - -
��° 4 ;l6 23.3 f RT) �,
;
, \ ,
__± D% 1 37i 9° 26' 32.1" D = 77° 25' 36.2" - _ l9° 05' 54.9"
\ = 89' L= 128.35' L= 157.95'
352.4„ i /
D = //* 27' 33.0" D , =- 38° X11 �49 9" ;
L= 55.84' L= 7/•05' L= 89.73' -- _ ,-
_...-- ,.
T - 35.9/' - __. _ - -_ _ -�
- __
R o B
E R T A F o D A E Y
_ l3. T = 87.22' T 80.85'
T = 27.95' - T = 46.25'
'� R = 15.10' R = 74.00' R =\' 300.00'
R - 200.00' �� -
R = 500.00' - R = 150.00' -
1P1R1ELIMINA1RY 1PILANS
IDO NOT USE FOR CONSTRUCTI ®N
Firm License No. Ce 0
421 Fayetteville St
Suite 40
Raleigh, NC 2760
T 919.380.875
www.stewartinc.co
STEWART
*��r�rrrrrrrs���
;� +` r�1 �'�R���rir'
°Q'•.'ti
BEGIN GRADE
-L2- STA. 21 +69.88
EL = 641.86
a, •,
�w
o
Q
'Y '�
s � s
r SEAL.
5
O f +)0.0000%
-L2-
STA. 33 + 18.00 -L2- STA. 33 + 58.00
36698 � Imc
O -
Pl - 24 7/,68
_ _
EL 628.91' EL 628.41'
�,
•. F••.:` ti
o
± EL = 632.09'
Pl = 27 +94.37 P1 = 28 +85.22 P1 = 29 +78.70 P1 = 30 +3/.47 P1 =
3/ +50.87
���` % �;,,; ;,,:: ` ?l
°
�/
- - - VC = 85'
EL = 629.90' EL = 629.6/' EL = 629 °58' EL = 629.39' EL
= 629.04'
Pl = 34+40.00
640
_
VC 35' VC - 25' VCc- 20' VC = 20' VC
= 26'
EL - 627.40'
640
P1 =
22 +35.42 r-)53 i
°
� � °�°
VC = 56'
EL
°�
= 644.25'
- N I\
Ln CO "� �
630
P1 = 22 +45.42 - _ f - )0.4129%
15 RCP -� ------- --- - - - - -- - - -
-, o -. -.
_ ° °
f )1.2565% f- )0.7667/ f +)0.4664% � � �- ( +)1.2172%
f -
°
)1.2396/
630
EL = 644.25' -L2- 23 + 75.00
-
- - _
DATE : JUNE 6, 2014
RNOISIONS:
INV OUT 632 19
f - )0.3000%
- - -
�- )1.2396% ( +TZO� ° -
DATE
LENGTH = 24.0'
1
620
P1 =- 26 +92.97 P1 = 28 +24.84 P1 = 29 +42.67 P1 = 30 +06.29
P1
= 32 +30.00
6 2 0
�
EL 631.17' EL = 630.07 EL = 629.88 EL = 629.67
EL
-
P1 34+78.22
= 630.00' �'
VC = 20'
'
VC = 20 VC = 20 VC = 20
VC
EL = 628.16'
= 100'
PROJECT NO.:
VC = 20'
610
610
X 12044.00
SCALE: 1 "= 50'
22
23 24 25 26
27 28 29 30 31
32
33 34 35

AGO -L4 -
MISTY E v ESANE P1 STA /0 +64.81 PI STA. /0 +98.23
0 = 63° 42' 28.2" (RT) A = 63° 53' 17,1" (LT)
CLEAR UNDER BRUSH AS NECESSARY
AND ABOVE IN GREENWAY PATH
- A AEC _ D= 190° 59' 09.4" D = l
Q ° L - 33.36' _
FLAG TREES 2'�AL. J � o L 33.45
CORRIDOR FOR REVIEW JOHN R GSDALE II T = 18.64' T = 18.7/'
MBERLY A. _Q41SE _ \ J -
/ /
ALEXIS WAYNE FISHER SEVEN"
fl
AND APPROVAL BY OWNER
PRIOR TO REMOVAL a _ J •• - _
� R 30.00
10' CONCRETE TRAIL
_
__
CLEAR UNDER BRUSH AS NECESSARY FLAG TREES 2" CAL.
JO ANN V. PINKERTON
bn
- L2- PC
A O Sri Cl' rl / AND ABOVE IN GREENWAY PATH CORRIDOR FOR REVIEW
+98'03 ii o �- AND APPROVAL BY OWNER PRIOR TO REMOVAL_---- 100
10' ASPHALT TRAIL
JAMES A. KELLY
�-
I
m '
_
T,HY `�;LOUISE HOLM �; - - --
-
L - St�.46 +81.6/
100
�' GARRET F. ATHERTONI 1 \�,,A' V" iK
--
�S -. _, -- _:, ,, ;/ -
- _
v - 100-
END 10 ASPHALT TRAIL -. L4- POT Sto.1 / +29.27 � � _�-
� � L2� PT Sto +60.62
100
�,, 1, -L2- PT
BEGAN lo' coNC. TRAIL <43
Sto.36+37.62 =� ��INSTALL
Q
VILLA O° N �
O G
_
TYPICAL BOLLARD _PLACEMENT - / 10' CONC. TRAIL o�
i
-L4-
-` _ - -L4- 11 +12.9$=
f
- _ _ - -
� L4 PRC Sta.10 +79.53 i
� o / /d= /F ENNETT M. TRUSTEE TALBOTT
- - _ ��
��
0
60 _ - �
° 0 F� / -L4- PC StO.lO +46.17 ��HELEN I° TRUSTEE TAEBOTT
�
(V 0
Ln
_
- ��
0
I
lo' ASPHALT TRAIL \� VjLCKLEN URG COUNTY
-�
I R -15' EN SWALE BRIDGE � -
■
F
- -
Uj
� �>
0 -, <
+ - -�-
R =15' F -L2- 39+81.57 e, - - - -- -
_
F - - _ -F-- 48 LF 15" RCP W /FES '�
F -- - F
-- - - - - -- -� F i
- 1
� T
Uj co
_ -- INV IN 62050
� i S�
F -
- - - F F INV OUT 620.4
i FW
i - -- a
FW c/
Ln
O F F
F
_
F
- - -- -
F
F
LU
W
__ -
0 ° ' �,i C F -C C C BEGIN SWALE A/ ° ���_ -F -��- F_
2-5� 4,3 34 -
F F �
f N
Z Q
W
(n
Ll�
M ��- 05L4. '�P v - F
_ - F A� BRIDGE /29„
F -L2- 39 +171.57 E - - -- -
N 29° 23'
35.7 E N 4 ° ��
2/' 497E
/ ^
T v'
F � c
'
END APP. SLAB
BEGIN ASPHALT TRAIL �1 - FW
-L
w
Z
Q E KL BURG 1SUNTY
-,
-L2= 3!}00.00 ,- - Fw _,-
- - -_ FW,� _ \ �- F 1
- - 7 +4
PC Sto.4 .72 I
FW
-_-
� --
_ - _
I
ENBURG, COUNTY
TOBY - - - - -- - _ - -- -- - _ - - -- _
,-
-
- __
El RG -CO
,
-
_ -�
_ _ -. -- CREEK - = - - -
- - - -
-
-
_
c
Uj
E
- -- - - - -- -
ti -
c
G
'.Atli
b�-
- ;-
CLASS 3 TN
-L2- 36+ -O 1 E - -- E CLASS I RIP RAP -
s + s s -
e
- - - - -" - - - ss
ss
J
i` ttl FA
P o
�Y STREAM CROSSING L2 PCt0.44_ +17.58 +s�
-L4 - P0� Sta.lO +00.00 I � � -
-,
V
Cn
+
MINIMUM 54" PIPE
100
+ u
�
SEND CONCRETE TRAIL - -" -
��_
THIS LOCATION
+ - +sw
ROBERT-A Fe DAEY -L2- PT St0,4O +50,57 -L2- PC St0,42 +1 0 6 -SCOTT D. TAYLOR +`
J NIEER TAYLOR:
U MATTOX
7L2- PT St0.45 +30.77 0 +
SMALL +P,o
- �
w a
W
-- e° BEGIN BOARDWALK
- -L2- 36 + 50.00
°
a
` o _ P ��
L.L
°
+s1
+ P I / a y
+ +
°
+ 3°
-- -
+P' 00L -
-
V
+ P J Pa SPAEETA -�
1nANN L° PALETA JC ° IPES V '
_L2_ ;' SCOTT
JENNIFER
+ e CRAIG OSMOND I
H!
D° TAYLOR MARTHA M. SHI N
TAYLOR
, - -�'
I +
PI STA. 36 +17.84
A = 5° 40' 17.4° (LT)
PI STA. 59+82.0,5 PI STA. 42 +86.77 PI A.44+74.42 PI STA. 46 +25.10 PI ST A. 48 +32.27
p = 13° 08' 48.9° (RT) p = 14° /0/ 37.2° (LT) 12 58 14.1 (RT) p = 26o 22' 50.3" � (LT) � = 82�c 57.2° ( T )
-
D = 14° 19-26.2"
L = 39.59'
T = 19.81'
= 4
X39'
D = 9° 32' 57.5" D 9 32 57.5 =
D - 1127 3 0 D - 22
L = 137.67' L = 9* 52"' L = //* 27' L - 1/5°155' 05.9" D = 60` r8' 40.8" . + ' -
T = 69.14' _ _ = V L - 137.07 0�
T 74 61' T 58.9
T - 56.84 i - T - 83.56
R
- - - - - -- - -\.
- - -
_
= 600.00' R = 600.00' R - 500.00' = 250.00' R = 95.00'
-
-
L /
/ f
001V`
00,
;i
PRELIMINARY PLANS
{DR) VS1T I�tiIF H'(31?, i'[3NS'Iflli "('TI ®'Q
01
PI = 11 +11.85 MATCH EXISTING GRADE
-L4- STA. 11 + 2 7.73
EL = 631.09' EL = 630.59' - L -
BEGIN GRADE VC = /O,
-L4- STA. 10 + 00.00
Firm License No. C -105
421 Fayetteville St
Suite 40
Raleigh, NC 2760
EL = 625.46 P/ - // +27.73
Pl = l0 +10.00
T 919.380.875
- 'tewartinc.co
EL = 630.59'
S T E WA R T
EL = 625.46'
VC l0' P1 = +2/.85
630 °
-11
266 ° EL - 630.89'
C] d'
,.r1 "
A� ,rw
( +)1.0000% N Ln
til�y, ..0
Z SEAL
-L2- STA. 36 + 50.00
EL = 625.86'
620
-L2- STA. 36+80.00 10 11
EL = 625.65';
36698 •`
IQ
FE £_ •`L
-L2 -
PI = 57+04.86 PI = 58+76.00
PI = 36 +20.00
EL = 625.52' EL = 625.65' PI = 41+22.00 PI = 43 +60.00
P1 = 44+09.00 P1 = 44+58.58
EL = 625.97'
VC = 40' VC = 25' EL = 622.56'
� EL = 622.00'
EL = 62/.76' EL = 622.04'
PI = 45 +88.50
PI = 47 +80.00
VC = 40
�n VC = 60'
SWALE BRIDGE VC = 20'
� C = /5 VC = 20
EL = 620.34'
EL = 619.77'
630
L �;
(-)0.52957. ; cv
o ° °
V C = 50'
V C = 60'
630
DATE: JUNE 6, 2014
°
(- )0.4991/ (-)3 2353%
Ln
<O
°° ( +)0.8760% f -)1.85 i
+)1.64 92% ( -
N
REVISIONS:
NO.
DATE
- - - ( - - )0.4757% �% f - )1.76/ N o ° o
- - 3�
- - _ (+)0.5369;l. f -)1.5523% J2
-
-' ° ± ( +)1.3278 °° f -)3 2067%
620
PI = 35 +65.49
I
3 ° _ - - _ �. _ _ _ _
/ PI = 37 +48.44 PI = 38+53.12 PI = 40 +27.30 259 - - �` �
(+)0.45007. (-
)1.3428%
620
EL = 627.73' I
.
l EL = 626.23' EL = 626.08'
EL = 624.93' PI = 40 +8/.98 15" RCP PI = 42 +82.57
- -'
PROJECT NO.:
VC = 20' VC = 20 PI = 38 +14.00 VC = 20' VC = 20' -L2- 41 +92.57
EL = 623.42'
EL = 626.81' EL = 623.97' INV IN 620.5 PI = 43 +40.00 - PI = 45 +13.00
620.4 Pl - 44 +24.00
610
VC = 32' VC = 20 LENGTH VC = 20' EL =
622.53 EL = 621.92 EL = 622.76'
PI =
47 +00.00
610
X12044.00
-L2- STA. 39 + 38.92 =
-L4- STA. 10 + 00.00 VC =
l0' VC = l5' VC = 30'
EL =
620.84'
"
EL = 625.46
VC
= J0"
SCALE: 1 =50'
AOO
600
6
35 36
37 38 39 40 41 42 43
44 45
46 47
48
1

L2-
(0
P1 STA. 51+52.84
Pl STA. 53�+ .38 P1 STA. 57 +09.54
P1 STA. 59 +33.49
O
O
- - A = 98° 38' 56.6" (LT)
CLEA -R FJNDER BRUSH AS NECESSARY D = 60° l8' 40 °8"
FLAG TREES 2" CAL. AND ABOVE IN
A - 33° 5 8' 12J° (RT) A
D = l/ 2 33.0 D
= 200 19' 08.1" (LT)
- 28 38 52 °4
A = 18° 04,39.1" (LT)
D - 28 38 52 °4
,
O
GREENWAY PATH CORRIDOR FOR REVIEW L = 163.57'
L = 296.44' L
= 70.93'
=
L = 63.10'
fl
O
�/
AND APPROVAL BY OWNER PRIOR TO REMOVAL T = 110.54'
_
R 95.00
-
T 152.72' T
R = 500.00' R
- 35.84'
= 200.00'
T = 3/.82' ,
R = 200.00
r \
�c
FW -- -
YY _
FW
MECKEENBURG COUNTY
-r
°o
"
-
10' ASPHALT T
r
END ASPHALT TR�II'- __c
11
- FvN
- Fw
V
'C ,
BEGIN APP SLAB
-L2- � + 80.78 ! -L2 - PT Sta., 8 +85.78 Fw _
x FW` -
x
Fw
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END APP SLAB l
x
END APP SLAB Fw ,
BEGIN BOARDWALK
F�
Ce�
BEGIN
1078
-L2- 55 +85.29 FW
ro - ��
48B
-
c � �
-- - END BRIDGq
_ _
PC Sto.59 +01.68
- -
� l f
_ -- BEGIN APP SLAB JAMES
RAND& PH CHRISTENBURY
x
CIA ` -6249 60.� x .
\ I '
END ASPHALT TRAIL
BEGIN APP SLAB
E
\; - \ --
- � Ei�1� IE - - � - i __-
► rn F - -
-
x
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L2 55+75.29
- -
'
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CMUD SANITARY S
MAIN AND EASEMENT
_ - -- ___ _
r � O _ x
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_ to° .l
x
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_
-
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A x
/
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END "APP SLAB °. `
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CMUD SANITARY SEWE
`�
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OOl BEGIN ASPHALT TRAIL
F_ -- `
_ ._
m e.
� '�'
_ - - -
_� _
3 0 x
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--
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-L2- POC Sto.50 +8/.0/= x
5
- - - -L2 PC Sto +
-- -
- V
_
E SS
= -L5 - POT Sto °l2 +77.52
F
--
_ -- - -- -
TOB GREEK -
--
k
� P
RUTH S E
y
1,
_
,_ - -- -
Cop
h
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--
END SWALE BRIDGE F�
\ -L2- 51 +30 \ ��
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-- -
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.
K 0
W
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m 10 AS HALT TRAIL BE IN
-- - _
SW BRIDGE
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x F r
1�_ F
SS ��
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m
-L2 51 +20 v i S
_
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h
W
-� -
� INSTALL TYPICAL BOLLARD
Fes\ � 5
���Q z R -15
- + -
L5 - PT Sto l2
10' ASPHALT TRAIL
/ o � 10' BOARDWALK -
'' ° ` ^_-� \� � - � �- -
Q
� o
} PLACEMENT ,
-LS- 0 +25.84 /
-- __
r UJ UU��� F
_ r�
-
- LS��PC StO.11 +63.13 R -15 / °
_ X07
C UNDER BRUSH AS NECESSARY FLAG TREES 2 CAL.
AN BOVE IN GREENWAY PATH CORRIDOR FOR REVIEW
- � ;`' `�I ,� � �
�
�
W z
w a
S ---PC Sto.10 +25.84
- - �j
\ y l _
36 °�
A A ftOVAL BY COWNER UPWOR_ TON
REMOVAL
_
; = L2-
mL
r Pm i
° BEGIN END
BOARDWALK RAILING I
PC Sto.56 +73.70 x BOARDWALK RAILING OOI
U
c� , /
F Q F -
S -L2 - PC
,L5- POT Sto.lO +00.00 - F _
F - -
G, -L2 _ tr�52)t05.86
Np
to.52 +45.66
M�
_ -- - -.
_- rL2- STA. 57+48.00 1�` L2-
- - - - -�
- - - - --
,\
STA. 58+48.00 _
=
3
-- F^ /
L
�
M
W
-
BEGIN 10' ASPHALT TRAIL �/
T� E TO EXISTING STREET
_ L5- l 0 + 09.92 -L5
<< w000 -\_ -
CO(� _ j ��
T RT 00 STANDARD
t / +7 4
- ° o x
T S o. 0 3.3
Natural
DETAIL 1
BASE DITCH
( Not to Scale)
Natural
DETAIL
LATERAL BASE DITCH
( Not to Scale)
2
-- -- g -
/ -$ @<
b
;-
-
-
0
-L5
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_
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� 1
. J D Ground
d `�`
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D
/
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Ft. 0.7 +44.63
Sloe
-`-
= --
Pl Sto 10 +56.10
A = 90° 38' 2/.7" (RT)
A _
` � ,� GEOTEXTI LE
=
Pl - iQ X 12 ° 4 30 �- /(� B Max. d = 1 Ft.
A = / ° T q " (LT)
d
GEOTEXTILE B
p
-
Min. D = 1 Ft.
�-
�
D = 190° 59 09.4
-. ; ,
D = ll 35�
Max. d = 1 Ft.
�'
�7
-C�
� Type of Liner=
Class I Rip -Rap
b 1 Ft
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
- - = . $
L = 47.46 L - /00 75 , �
Type of Liner= Class IRip -Rap ,'I
FROM STA. 49 + 38 TO STA. 49 + 60
T = 30.34'
T = 79.18' � �
FROM STA. 49 + 60 TO
STA. 49 + 80 x � \ ___- OO L
- �
R - 30.00
� � �
R 50.00 y�, , ;
- ooL
I
'
BEGIN GRADE
-L5- STA. 10 + 00.00
L5
EL = 632.78
640
640
640
Firm License No. C -105
421 Fayetteville St
Suite 40
Raleigh, NC 2760
ENDGRADE
T 919.380.875
w- stewartinc.co
-L5-
STA. 12 + 77.52
S T E WA R T
( +)0.0000 %
EL =
620.74'
Pl = ll +65.68
630 630 r'�
630
�SQQQ/
EL
VC
P1 = 10+20.00
= 621.85'
8/11
`,���,C �.. ►,.
4;
7
6 20
EL = 632.78'
620
(- )1.0000%
620
SEAL
36698 QC
=.
�.
10 VC = 20' 11
��'-- - - - - -:
'.rte y ° .'4'G i .•��
L2
BEGIN LOW LEVEL BOARDWALK
BEGIN BRIDGE
END BRIDGE
-L2- STA. 55 +88.00
EL = 620.17'
-L2- STA. 48 + 90.78 -L2- STA. 49 + 60.78
EL = 621.97'
EL = 621.97'
P1 = 55 +30.00 BEGIN BOARDWALK RAIL
END BOARDWALK RAIL
P1 = 50 +10.00
-L2- STA. 57+48.00
EL = 619.71' EL = 620.17'
-L2- STA. 58+48.00
EL = 619.57'
-L2- STA. 50 + 81.01 =
630
EL = 621.18' -L5- STA. 12 +77.52
VC = 30'
630
EL = 620.74
DATE: JUNE 6, 2014
REVISIONS:
VC = / SWALE BRIDGE
NO.
DATE
° 9750% - %� (- )0.3000%
620 _ _ _ L+)o.0000i
(- )0.3000%
( +)0.9485 % ( +)0 °0000%
°
(- )0.6000
620
_ _ _
V/ - - )0.2000% �- --------------
------------------
- - - - --
P1 = 48 +80.00 `A
ti
-
_ _
l
PROJECT NO.:
1
EL = 62/.97' � - �
EL
P1 = 49 +70.00
_ `
Pl - 55 +78.00
610 = 201
EL = 621.97' P1 = 5/ +00.00
EL = 620.17'
610
X12044.00
_ EL = 62/.00'
VC l5
VC = 20'
SCALE: 1 " =50'
VC = 20'
AOO
Ano
AO 48 49
50 51 52
53 54
55 56 57 58
59 60
61

N 89° 44' 53 °9" E
P1 STA. 29 +27.80 P/ STA. 31+05.16 P1 STA. 3/ +55 °0/ PI STA. 32+56.52 PI STA° 33 +65 °99 PI STA. 34 +1530 PI STA. 34 +49 °43 P/ STA. 34 +23.52
O N 32° 36' 04.0" E
0 89 10 46.2 (LT) A = 32° 0/' 56°3" (RT) 0 = 3° 11' 10 °8" (RT) 0 = 11° 21' 36 °3" (RT) � = 6° 40' 26.6" (RT) 0 = 32° l8' 33.0" (RT) p = 65° 3/' 27 °9" (LT) A = 44° 58"59.0" (LT)
D = 28° 58-52.4"
D = 127° 19'26.2" D = 77° 25-36.2" D = l0° 25' 46.0" D = 28° 17",59.2" D 381° 58' 18 °7" D = 165° 52' 26 °2" D = 572° 57' 28 °1"
N 5/ ° l3 17 °0 W
_
L = 70.04' L = 41.37' L = 30 °55' L = 40 °15' L = 23 °30' L 8.461 L = 39.50' L �I.79' oo
T = 44.36' T = 21.24' T = 15.28' T = 20 T = 11.66' T = 4 °35' = 22 T -= 4 °ll'
'
O N -59-51-'40.8"W
°14' __ °23'
R = 45 °00' R = 74 °00' R = 549.37' R = 202.50' R - X26.00'" goo ' R 15.00' = 34.54' R - /0 °00 F '��/oo
N 33° ll' 14.2" W
END 10' SIDEW LK -
-L3 - %"PRC Sto.3 +19.4/ -L3- 34 + 60 00 -L-5- PT Sto.34 +66.71
END SAFETY QP
G7i
bn
_ - 100 END W �1�. L 3
- 100 ��\ \ / -- -L3- 34 +96 -L3- 34 +1 INSTALL "CROSSWALK 0 �O
EST 15 TN CLASS I RIP RAP PC Sto.34 +0.96 J
1O�-L3-
EST 30 SY FILTER FABRIC G� MECKLENBURG C UNTY
y
-
- --loo -� - L3- PT Sto.33 +7 .63 ,
DUAL 12" RCP CL V 36 LF � "
100 INV IN 611.8 -L3- PC Sto °33 +54. F� QON / m ' o x
w O
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C 10p
INV OUT 611.7 v u
FW �f � 0
\
--
,74 - - L2REV - PT / ; �° -L3- PCC Sto °34 +27 °2/ �
-L2REV - PRC Sto.66 + �
�",, ` ` -
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- L2REVSto °65 +83 °38 x Sto.66 +36 °37 7 . - f I
� � �,� ; C ATE AND REMOVE
--
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MECKLENBURG
_ FW ,� /
COUNTY - L2REV - P� "Sto °64- +41 °75 - _- -- SEDIMENT INSIDE ALL
END BOA DWALI -_ -_-•
/ %=
--- \
'1 - -ee
BEING CONCRETE TRA1 CULVERTS - - -
2- PC Sto.63 +57.25 = % -
L2REV PC
- L2REV -�65 + 25� ;' - % c - Sto 68 20.1' !
K
-
-4
\ \i
C �� -- -
R _ P t + 7 -- _ - - - _ - -
-L2 EV C S o. 63 5 .25� ;�`�� -- - -
- x _ EST 15 TN CLAS�PcR -
tEAR UNDER BRUSH AS NECESSARY FLAG TREES 2 CAL. ��� , _ _ - ��� EST 30 SY FILTER FABRIC AND ABOVE IN GREENWAY PATH CORRIDOR FOR REVIEW c c ° ,; , -,i- _ - -- -�
i
AND APPROVAL BY OWNER PRIOR TO REMOVAL
"
_ - ,2'42
- ---
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\
CMUDSANITARYSEWER �.r_ -- -. PR AST :__' ".`T Ci� F -� _� "��
MAIN AND EASEMENT
- _ ��LL f
- F `. - � PREICAST \ ONCRETF IRAF�� f ,
- E�
SAFETY RAIL
_ 7 POT Sto.62 +23.00 - " - 1� � � F E H F _ - - L2�fEV - POT Sto °69' +9 . -
100
x
; 7
_ /
-- - -
-, � __
LL� POT Sto.28 +68.44 I
-= _ �� �J/L\ MUDS WER
_ K_ ,� ��' E % � -L2- PRC Sto °69 +86 °98 -
%;- - AND E EMENT°
-
-- -
E- O
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j
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-L2 - PT Sto °71 +63.65 ❑ p
m.oE k -L2REV - PT F O
a= -
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� Sto +50 - -
a ��
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BO A - \ V`� CP CL V 42 LF F� \� F
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_,
M� _ F - " F
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Z Q - M � ' t�.. 0 PC Sto °68+660
a;a
Q y � EI�D� - -
tI) � � � � '�l / - �
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7-2-x'
'
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1��
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��� � ��
�cAri�Ir � P � -L2REV - PT Sto.68 +9/ °5/ _ -
-�-
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-
Z I-
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_ _ _ _
L3- PC
� M C�4 L� I� U� � LTV �Y - Sto °32 +36 °38 - - - � -- � -
����< \� � ° o
-- -
� -- oo
- �
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V)
Q
--
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/
U
W =
IE �0 - - -- -- -
, Oo BQ `�/ALK � -L3 _ Sto °3/ 0 °28 _ - - - --
-, j�.
�,
CC
W
-
�IF� - -_ - - --
�EF� - o. m m
- 0L -
\11 -- -
-
V J
_ _ L3 PT Sto.3% +25:29 /
_- INSTALL 3 COLLAPSIBLE BOLLARDS 2' -9
- /UASCOM'S CHA
_ _ - OFFSET FROM WALL, SPACED 7' APART -
°29 +53 3 RRORERTIES
't=
m
/ - -- -L2- _PC Sto °61 5.23 -_ -L3- PT Sto °48 �; -L 31 +35.44 m m
EO ,
LC
V
cL
_- y m m
m
m
-
N: 566310.28 1
E: 1479751.58
O
-i�- `' CLEAR UNDER BRUSH AS NECESSARY FLAG TREES
BEGIN RETAINING WALL 2" CAL.
AND ABOVE IN GREENWAY PATH CORRIDOR FOR REVIEW
N: 566322.50
- -AND APPROVAL BY OWNER PRIOR TO REMOVAL
E: 1479754.61
-L2- -L REV- END HD;' CONC TRAIL
BEG II�1 BOARDWALK
PI STA 61 +92 °52 PI STA. 70+77.96 PI STA. 64 +00.14 PI STA. 66 +06.12 P/ STA. 66 +31.08 PI STA. 68 +35.89 PI STA. 68 +78.95
L2- 7 + 87.00
L = 4° l0' 29.0" (RT) p = 33° 44' 28.8" (LT) � = 24° 12' 25°3" (LT) � = 5r,38'02.5" (R ) A = 12° 57' 49 °0" (LT) p = 17° 22' 36.5" (RT) 0 = 9° 37' 19.6" (RT) BEGIN HD CONC TRAIL
r) = 28° 38' 52 °4" _ D = 28° 38' 52.4" D = l l° 54' 2/°3" D = 121° 54' 21°3" D = 57° 17' 44.8" D = 38° ll' 49.9" -L2- 71 +30.00
D - l9° 05' S4 °9" �
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
= 14 °57' L = 176 °67' L = 84.50' L = 4 °36' L = 10.63' L = 30 °33' L = 2579'
= 7.29' T = 90 °98' T = 42.89' T = 2 .74' T = 5.34' T = 15.28' T = 12 °63' N 31° 35-'18.5" E
= 200.00' R = 300 °00' R = 200.00' R = 4.00' R = 47.00' R = 100 °00' R = 150 °00'
BEGIN GRADE BEGIN BOARDWALK RAIL
-L3- STA. 28 + 68.44 - -L3- STA. 28 + 83.44 END BOARDWALK _ PI = 34 +00.00 END GRADE
-L2- STA. 63 + 23.00 -L3- STA. 31 + 33.44 Pl 3/ +34 °73 -L2- STA. 34+60.00
EL = 623
L3
°10 EL = 623.03'
EL = 616.51' PI = 28 +83 °44 EL = 621.92' EL = 621 °95'
3 0
° _ -'
VC - 20
3 0 EL = 6/6.5/' o°o PI= 3/ +44.73
630
Firm License N Suite 140
421 Fayetteville St
Raleigh, INC 2760
P1 = 29 +23.44 o EL = 621.95'
o
T 919.380.875
www stewartinc.co
STEWART
°°o EL = 616.71' ( +)0.1990% ( +)0 °5200% (- )0.1/67%
620 620 ° 4800 °° ^01 620
( +J2°
+)0 °5000% - --.. - - - �Pl = 32 +00 °00
- EL = 622.06'
.�''���..C�.`:R�'''%
- -
VC = 20'
SEAL -
'
29 30 31 32 33 34
1 ° 36698 ot:
Ire ti�:•a.=
of
eyrie ± �L
...
_ -L2 REV- STA. 69 + 97.33 =
STA. 69+86.98
_
END LOW LEVEL BOARDWALK -L2-
-L2- STA. 63 + 23.00 = -L2 REV- STA. 65+67.25 ELEV. = 616.99' -L2- STA. 72 + 87.00
-L3- STA. 28 + 68.44 EL - 615.94'
EL = 619.73'
EL = 616.51'
BEGIN BOARDWALK RAIL END BOARDWALK RAIL PI = 65 +50 °00 PI = 69 +67 °80
PI =
72 +10 °60
3 �
-L2- STA. 63+03.00-
3 + 03.00 -L2- STA. 63 + 43.00 PI = 65 +87.58 EL = 616 °59'
EL = 616.54' EL EL = 616`51' PI = 67 +89
EL
= 617.09' 630
DATE: JUNE 6, 2014
-L2 `' STA. 63+57.25 = EL = 614 °93' °59 VC = 3'
PI = 63 +08 °00 - L2REV- STA. 63 +57.25 � ° ,
PI = 6/ +08.00 VC = 12 EL 608 °38 P1 = 69+00.00 \°o
VC
= 75'
REVISIONS:
NO.
DATE
EL = 6/8.0/
- P/ = 65 +60 °00 0 = �
-
EL - 6/6 °5/ oo °o VC 20 EL = 614 °92 n o
EL = 6/6°31 o PI = 66 +72.88
620
0 0 0 L _ r Ln
N o o EL = 608.7/ - s VC = 36' 0
`v -.
°
+J ° 4541/ 620
` + ( +]1°3499%
- ( +)0.0000% ` VC = l0' �� +
( -)l °0000/
(+)1.34997.
- -
Pl = 70 +86.57 ( -)l °0000%
- -' -
PROJECT NO.:
610
18" c CL III Q\J82S +J2 °3084°° P1 = 69 +34 °00
°� �_ --
0��
EL = 6/8.33'
610
X12044.00
E E L N'' (- )0.285/% 2 00' EL = 6/6.42'
RCP
-D66+18.00 P1 = 65 +99 °26 DUAL 12'� RCP PI = 68 +56 °80 VC = 25'
VC = 20'
SCALE: 1 " =50'
IVV IN 611.8 - L2REV- 68 +51.00
IN OUT 611.7 EL = 614.79' INV IN 611.2 EL = 613 °92' 18" RCP (CL III)
Ano
LENGTH = 18.0' VC = /0, INV OUT 611.0 VC = 201 SEWER LINE
LEN TH = 21
61
62 63
64 65 66 67 68 69 70
71
72
73

-L2 -
��
P1 STA. 75+64.75 PI STA. 75 +84.25 PI STA. 77+08.58
A = 54° 29' 58.9" (RT) A = 17° 18' 00.0" (RT) A = 17° 20' 52.8" (LT)
PI STA. 79+85.81
A = 87° 28' 22.9" (LT)
p
D = 67 24124.5" D = 27 56' 57.0" D = 28° 38' 52.4"
D = 286° 28-44.0"
L = 80.85' L = 61.90' L = 60.56'
L = 30.53'
'
o
T = 43.78; T = 31.19' T = 30.5/'
T = 19.14'
o
-L2-
R = 85.00 R = 205.00 R = 200.00
+20.97
R - 20.00
bn
PC Sto.73
REMOVE EXISTING ASPHALT TRAIL
^pp
My
- Ln
OOL
M�
BEGIN SINGLE FACE P ECAST
- INFORCED BARRIER --
-L2- PT Sto.77 +38.42
-L2-
POT St0.81 +00.79
L2- 73 + 82.12
001
L2 - PT Sto.7 4 +0/.82
\
-
UNIVERSITY
C ITY
o
-
BOULEVARD INSTALL
--
Q Q -
- - (NC HIGHWAY 49L_
CROSSWALK
--
-
w s f
= 7
�q�p
-- UNIVERSITI�Li�TC JIGNS _ - - - --
(NCHIGHWF s
REMOVE EXISTING ASPHALT TRA T,
k m - - AND CONCRETE SIDEWALK Z
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DATE: JUNE 6, 2014
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REVISIONS:
NO.
DATE
°
( °
+)1.3450% -
_ -_
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-
VC 20
-- -
- --
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--
620
PI
= 74 +02.54
%' PI =
=
77+96.31 PI 80 +01.74
620
24" RCP - - - - I - �- - - EL = 635.64'
EL = 623.40' -L2- 76 + 60.60 EL = 629.59'
INV IN 626.2 PI = 80 +10.86
I I
PROJECT NO.:
INV OUT
621.0
VC
= 20"
-
_j P/
- 73 + 70.00
LENGTH
= 36.0'
'�
=
EL 635.64 .
T-
610
EL
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X12044.00
{
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Firm License No. C -105
WMW 421 Fayetteville St
Suite 40
Raleigh, NC 2760
T 919.380.875
www.stewartinc.co
EL = 679.95'
STEWART
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= l5 +04.30
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= 658.28'
670
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EL = 681.42'
VC = 20
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J800pp° o0 0°0 °o °o
P1 = /5 +14.30
+77.30
-Ll- STA. 17+57.30
EL = 645.57'
EL = 657.88' P1 = 16
Pl = 11 +43.0
<o °� N O
EL = 648.00'
STA 2D1 GRADE 82.84
660
,
Pl 16 +87 °3o
-Ll-
EL =
640.90 660
EL = 68/,5
,
EL = 647.60'
DATE: JUNE 6, 2014
VC = 25'
o
Pl = 18 +88.55
Pl = 2/ +23.58
REVISIONS:
`
�\ °
Q:)
Pl = 17 +27.30 EL = 639.88'
P/ = 20 +76.67 EL = 638.60
NO.
DATE
650
�r o
EL = 646.80 VC = 200'
_
EL 638.56' VC = 50'
° ° 650
0000
o
Pl = 13 +4/.40
M
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PROJECT NO.:
EL = 670.52'
co
N
640
Pl = 13 +5/.40 Pl = 15 +24.30
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P1 = /7+57.30 " ` �' ,.,'� -
` _ _ _ _ 1
P1 = 21+77.84
EL = 669.52' EL = 657.28'
EL = 645.57'
Pl 20 +98.47 Pl = 2/ +66.7/
EL = 638081' EL = 640.63'
EL = 640.93'
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PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
+
- -.- -- _
---- ---
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Firm License No. C 105
Fir -
421 Fayetteville St
Suit 40
' Raleigh, NC 760
T 919.380.875
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-L2- STA. 21 + 69.88 - - -- -=-T--+- - - - -
EL = 641.86' - -- - - - - - -------- - - - - - - - - -- -- --
-
-- -I -I -I -I - - - - - - - - - - -- -- -- -- - -- -- - - --
SEAL
650
g ( +10. 0000 % - I�--- I--- I-- I-- I�--- I--- I - -I - -1 I� - - -- ----- - - - - -- - - -- ----- - - - -
-- - - - -- - -- - -- - - -- L2
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STA. 33 + 18.00 L2 STA. 33 + 58.00
- - -
650
348
+
P1 = 24 7/.68
O
- -- - -- - - - --
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�.•``N I,: °:
°
± EL = 632.09'
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..
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- - - VC = 85'
EL = 629.90' EL = 629.6/' EL = 629.58' EL = 629.39' EL = 629.04'
Pl = 34 +40.00
640
_
r-)53
VC ° 35' VC - 25' VCc- 20' VC = 20' VC = 26'
EL - 627.40'
= 56'
640
P1 =
22 +35,42 i
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VC
EL
= 644,25'
N I\
Ln CO "� �
630
P1 = 22+45.42 - _ (- )0.4/29%
15 RCP --j ------- --- - - - - -- - - -
_ ° °
(1/.2565% (- )1.2396/
(- 10.7667/ ( +10.4664% � � �- ( +)1.2172% °
630
EL = 644.25' -L2- 23+75.00
- -
-
DATE: JUNE 6, 2014
REVISIONS:
INV
INV OUT 632.19
(- 10.3000%
- - -
(- )1.2396% ( +TZ� ° -
DATE
LENGTH = 24.0'
1
620
P1
=- 26+92.97 P1 = 28 +24.84 P1 = 29 +42.67 P1 = 30 +06.29 P1 =
52+50.00
620
EL
631.17' EL = 630.07 EL = 629.88 EL = 629.67 EL =
-
P1 34+78.22
630.00' �'
VC
= 20'
' VC
VC = 20 VC = 20 VC = 20
EL = 628.16'
= 100'
PROJECT NO.:
VC = 20'
610
610
X12044.00
SCALE: 1"=50'
Ano
AnQ
5EC
22
23 24 25 26 27
28 29 30 31 32
33 34 35

ADAMS HOMES A E C
CLEAR UNDER BRUSH AS NECESSARY FLAG TREES
JOHN R GSDALE
0
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',
\
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TREES 2" CAL.
JO ANN V. PINKERTON
bn
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AND ABOVE IN GREENWAY PATH CORRIDOR
AND APPROVAL BY OWNER PRIOR TO
FOR REVIEW
REMOVAL 1()0
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JAMES A. KELLY
A K T, E HOL
GARRET F. ATHERTON IR K HM-touls M �-\s 100
L END 10 XS0HXff TRAIL I �0
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IPF
INV OUT 620.4
Fw %S,
/!!---TPI
IZ9
I
FW
+
--------
LD
624
-"9-
Uj
U
Ln
■
<
62
is -a
771 END APP. SLAB
BEGIN ASPHALT TRAIL
BRID 621 2a
L2_ 3 5
2 - -----------
- 620
622
62, 620
1�
619
LU
E KLENBURG nNUNTY
---/-L2- 36+90.00 FW, W
FW
FW - -----
UF(- F ;-NT�
j
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LENBURG
COUNTY
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Uj
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---- - --
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EST. 7 SY Fil TER
-E
Uj
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MINIMUM 54" PIPE
U)
THIS LOCATION 100 +
END CONCRETE TRAIL---J---
--
�COTT D. TAYLOR
X SMALL
<
Uj
ROBERTA,F.DALY
--------------------------- - BEGIN BOARDWALK
1-2- 36+50.00
JUNFER TAYLOR
LU
+ %
+
p S/ALETA +
------- -- -
+ s, G
OOL
- ----- -----
U
%
IJOA�NN.SPALETA J 'T PES I
H. SNIPES
OSMOND
CRAIG I
SCOTT D.TAYLOR MARTHA M. SH1%
JENNIFER TAYLOR
130-
------
>
es
(D
Q
. .. ..........
A
001
100
01
X
PRELIMINARY PLANS
DO NOTUSE FOR CONSTRUCTION
X
0/
P1 +11.85 MATCH EXISTING GRADE
L4- STA. 11 + 2 7.73
EL 631.09" IL = 630.59' L
BEGIN GRADE
-L4- STA. 10 + 00.00
VC /0"
Firm License No. C-1051
421 Fayetteville St,
WMW Suite 400
EL = 625.46 /0/ /0 +/0.00 /o/ *27.75
Raleigh, NC 27601
T 919,380,8750
1 :A - 'tewartinc.com
EL 630.59"
STEWART
EL
625.461
VC
630
/0/ P1 11+21.85
r I
266 EL 650.891
C A
0
(+)/.0000%*
Ln
c\1
Z SEAL
620
-L2- STA. 36 + 50.00 -L2- STA. 36+80.00 10
11
36698 f
'1b
EL = 625.86' EL 625.65'
.........
-L2
P1 57+04.86 P1 58+76.00
P1 56 +20.00 EL = 625.52" EL 625.65-' P1 41+22.00 P1
43 +60.00
P1 44+09.00 P1 44+58.58
EL 625.971 VC = X� 401 VC 25'
EL 622.561 EL
622.001
EL 621.761 EL 622.041
P1 45+88.50
P1 47+80.00
Ln
VC 401 Ln
VC 601
/SWALE BRIDGE VC
20'
vC /5/ VC 20"
EL 620.54"
EL 619.77"
630
(-)0.52957.
c\j
Q) �n
VC 50/
VC 601
630
DATE: JUNE 6, 2014
(-)0.4991*.
. (+)0.8
5,3;1 76G�1- (-)1.8592�1
Ln
Q0
c\j
N-)
M -q-
REVISIONS:
NO.
DATE
�;LL.�64 0 (-)0.47577. c') d
9
1
(+)0.5369;l. (-)1.,55237
:2 - (+)1.327
620
P1 35 +65.49 1 P1 = 37+48.44 P1 = 58+53.12
-
P1 40+27.50"��
.00�
(+)0.45007.
620
EL = 627.731 EL = 626.23" EL = 626.081
%001
EL = 624.95" P1 = 40+81.98 15" RCP P1 42+82.57
ta -
PROJECT NO.:
P1 58 +14.00 VC = 201 -1-2- 41 +92.57
VC = 20" VC = 201 VC = 201
EL = 626.811
EL = 623.971 INV IN 620.5 EL = 623.42"
INV OUT 620.4
P1
43+40.00 P1 45 +13 °00
P1 = 44+24.00
610
VC = 521
VC = 20' LENGTH 57.0' VC = 20"
EL =
622.53" EL 621.92' EL = 622.761
P1
47+00.00
610
X12044.00
-L2- STA. 39 + 38.92
J4- STA. 10 + 00.00
VC =
/0*' VC = 50,
EL
620.84"
SCALE: 1"=50'
EL 625.46
VC /5.,
VC
= 50"
AOO
600
6EC
35 36 37 38 39
40 41 42 43
44 45
46
47
48

C)
O C EL AR -U DER BRUSH AS NECESSARY
O FLAG TREES 2" CAL. AND ABOVE IN
O' GREENWAY PATH CORRIDOR FOR REVIEW
Q
AND APPROVAL BY OWNER PRIOR- TO REMOVAL
bn
MECKEENBURG COUNTY
10' ASPHALT TRAILS
END ASPHALT T ILA ��-
�� � BEGIN APP SLAB _ FW
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- BEGIN B ID E
I
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BEGIN BOARDWALK
-L2- 55 +85.29 FW
FW
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-� -L2- 48 + 0 78
END BRIDGE �
,
x
- - ", BEGIN APP LAB
� 49 +60.78 JAMES
RANPH CHRISTENBURY
�
END ASPHALT TRAIL
x
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BEGIN APP SLAB
-L2- 55 +75.29
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MECKEENBURG COUNTY`'
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620
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10 AS HALT TRAIL
g -L2- 51 +20
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C UNDER BRUSH AS NECESSARY
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CORRIDOR FOR REVIEW
`
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_ 0
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W
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BOARDWALK RAILING , ,BOARDWALK RAILING
� -L2 STA. 57+48.00 1�` L2- STA. 58 + 48.00
i
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DETAIL 2
W
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BEGIN 10 ASPHALT 00� STANDARD
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� �
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Natural
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Natural
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- _-
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- -
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�- / o�
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- \ Type of Liner=
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Type of Liner= Class I Rip -Rap
B - 2 Ft. 1= x
b= 1 Ft. I i i a
\ /
�
PRELIMINARY PLANS
� ` V FROM STA.
49 + 38 TO STA. 49 + 60
FROM STA. 49 + 60 TO
\ x
STA. 49 + 80 00 L -
\
1t
DO NOT USE FOR CONSTRUCTION
BEGIN GRADE
-L5- STA. 10 + 00.00
EL = 632.78 L5
640 640
640
Firm License No. C -105
421 Fayetteville St
Suite 40
Raleigh, NC 2760
ENDGRADE
T 919.380.875
-- stewartinc.co
-L5- STA. 12 + 77.52
S T E WA R T
+)0.0000 °°
EL = 620.74'
Pl = 11 +65.68
630 630 r'�
DSO 630
° EL
= 621.85'
.�� .►
VIC
8/11
w
EL = 632.78'
620 620
(-)/.0000;/.
620
98 .'
=. -
10 VC = 20' 11
��'- - - - - --
t_A
BEGIN LOW LEVEL BOARDWALK
�L2
BEGIN BRIDGE END BRIDGE
-L2- STA. 55 +88.00
EL = 620.17'
-L2- STA. 48 + 90.78 -L2- STA. 49 + 60.78
EL = 621.97' EL = 621.97'
P1 = 55 +30.00 BEGIN BOARDWALK RAIL END
BOARDWALK RAIL
Pl = 50+10.00
-L2- STA. 57+48.00 -L2-
EL = 619.71' EL = 620.17' EL =
STA. 58+48.00
619.57'
-L2- STA. 50 + 81.01 =
630 EL = 621.18' -L5- STA. 12 +77.52
EL = 620.74
VC = 30'
630
DATE: JUNE 6, 2014
REVISIONS:
VC = / SWALE BRIDGE
NO.
DATE
i-)2.90 38 ° ° ° -�� 9750% - %� � - )0.3000%
620 _ _ _ r_)0.0000i
f - )0.3000%
+)0.9485 % (+)0.00007.
°
620
620
_ _ _
cV- - - )0.2000% �- -------------
-------------------
- - - - --
.6000;l.
P1 = 48 +80.00 `A
_
l
PROJECT NO.:
P1 = 49 +70.00
1
EL = 62/.97' � - �
EL
= `
Pl - 55 +78.00
EL = 621.97' P1 = 5/ +00.00
610 = 20"
EL = 620.17'
610
X12044.00
_ EL = 62/.00'
VC l5
VC = 20'
SCALE: 1 " =50'
VC = 20'
AOO
Ano
7EC
48 49 50 51 52
53
54
55 56 57 58
59 60
61

L�
100
/00
L4.
- END 10' SIDE W LK
-1-3- 34 + 60 Oo
b
EST 15 TN CLASS I RIP RAP
END WALL 3 END SAFETY" INSTALL CROSSWALK
-1-3- 34 +1 .96 -1-3- 34 +1
\
100
100
EST 30 SY FILTER FABRIC
DUAL 12" RCP CL V 36 LF
INV IN 611.8
MECKLENBURG
,
C UNTY
C
10 0
INV OUT 611.7
-
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FW - FW
cc
FW
2 �
_ FW - / r
\
MECKLENBURG COUNTY
_ F W
FW E AND REMOVE
�- �y _ - FW �C AT V
_ -- _ SEDIMENT INSIDE ALL
END BOARDWALK,_, �� - �� /1 CULVERTS
% % --
/ -
-- V
BEING C � NCRETE RA1
-
- 1-2REV,65 +63.25
t9 �
„_
aIEAR UNDER BRUSH AS NECESSARY FLAG TREES 2" CAL.
AND ABOVE IN GREENWAY PATH CORRIDOR FOR REVIEW
_ ,,�-- � _ -
X-
� <- EST 15 TN
ao9 eo. = EST 30 SY FILTER �- - %- E�
q- - - - > - - - `\
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- - - f
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-_ -
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-
INSTALL 3 COLLAPSIBLE BOLLARDS 2
� 03FS31 FROM WALL, S PACED 7 APART
BASCOM "S S CHA
E 0�
V
v
F m
n m
z }
PROPERTIES
LC
S
mm
? `
N: 566310.28
E: 1479751.58
CLEAR UNDER BRUSH AS NECESSARY FLAG TREES 2" CAL.
BEGIN RETAINING WALL AND ABOVE IN GREENWAY PATH CORRIDOR FOR REVIEW
-_
\
N: 566322.50 -- -AND APPROVAL BY OWNER PRIOR TO REMOVAL
E: 1479754.61
'
END HD CONC TRAIL
BEG 1I
-I -2-07 +D 87.00
BEGIN HD CONC TRAIL
-1-2- 71 + 30.00
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
BEGIN GRADE BEGIN BOARDWALK RAIL
-1-3-
-L2-
STA. 28 + 68.44 - -L3- STA. 28 + 83.44
STA. 63 + 23.00
END BOARDWALK /o/ _ P1 = 34+00.00 END GRADE
-L3- STA. 31 + 33.44 3/ +34 °73 -1-2- STA. 34+60.00
EL = 623
EL =
616.51' P1 = 28+83.44
°10 EL = 623.03'
EL = 621.92' EL = 621°95'
-L3
3 0
3 0 EL = 6/6.5/'
° _ -'
V C - 20
o°O P1 = 3/+44.73
630
Firm License N Suite 140
421 Fayetteville St
Raleigh, NC 2760
P1 = 29+23.44
° EL = 62/.95'
o
T 919.380.875
www stewa'inc.co
STEWART
°°O EL = 6/6.7/'
( - )0.1/67
J (+)0.1990;l. ( +)0 °52007. %
620 620 ° 4800 °° 8 9-
+ +)0.5000%
-
EL = 622.06'
,.
�'► °r.r.rs� � ti
-
-
VC = 20'
SEAL -
29 30
31 32 33 34
36698 ..
r
_
♦��i
�Iliu[ L
_
-L2 REV- STA. 69+97.33 =
STA. 69+86.98
_
END LOW LEVEL BOARDWALK -1-2-
-L2- STA. 63 + 23.00 = -L2 REV- STA. 65+67.25 ELEV. = 616.99' - L2- STA. 72 + 87.00
-1-3-
STA. 28 + 68.44
EL - 615.94'
EL = 619.73'
EL =
616.51'
BEGIN BOARDWALK RAIL
END BOARDWALK RAIL P1 = 65+50 °00
P1 = 69+67 °80
P1 =
72+10 °60
-L2- STA. 63+03.00-
3 + 03.00
-L2- STA. 63 + 43.00
EL = 616`51'
P1 = 65 +87.58 EL = 616 °59'
Pl = 67+89
EL
= 617.09' 630
DATE: JUNE 6, 2014
P1 = 61+08.00 P1 = 63 +08 °00
-L2 `' STA. 63+57.25 =
- L2REV- STA. 63 +57.25 �
EL = 6/4 °93' °59 VC = 3'
EL ° ,
= 12 608 °38 P1 = 69+00.00 \°o
VC
= 75'
REVISIONS:
NO.
DATE
-
EL = 6/8.0/ EL - 6/6 °5/
Pl = 65 +60 °00 0
00
EL = 6/6.3/
�C = �
-
O P1 = 66 +72.88
°o VC 20 EL = 6/4 °92 n O
620
O
N
O O L_ r
o ° EL = 608.7/ - s VC = 36' 0
`v
°
+) 4541/ 620
-
( +)0.0000% `
-. +
` VC = l0' �� +
( +)1.3499% ( -)l °0000/
°
( +)1.3499%
- -
Pl = 70+86.57 ( -)l °0000%
- -' -
PROJECT NO.:
610
1 " c (CL III
Q\J82S +)2 °3084°° Pl = 69+34 °00
°� �_ -- -
���
EL = 6/8.33'
610
X12044.00
E E L N (- )0.285/% 2 00 EL = 6/6.42'
-L RED AL
66+18.00 Pl = 65+99 °26 DUAL 12'� RCP Pl = 68 +56 °80 VC = 25'
VC = 20'
SCALE: 1 " =50'
IN
V IN 611.8 - L2REV- 68 +51.00
OUT 611.7 EL = 614.79' INV IN 611.2 EL = 613 °92' 18° RCP (CL III)
LENGTH = 18.0' VC = l0' INV OUT 611.0 VC = 20, SEWER LINE
LEN TH = 21 '
61 62 63
64 65
66 67 68 69
70
71
72
73

bn (�
REMOVE EXISTING ASPHALT TRAIL
�I
^ °o
y
0
- Ln
BEGIN SINGLE FACE P ECAST
_
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i
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- INFORCED BARRIER
001
1 73 + 82.12
r
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t'
----- -- -- -� --
I
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INSTALL CROSSWALK �
/ A
_-
- - - - --
- -- a =og
- --
RELOCATE SIGNS - --
REMOVE EXISTING ASPHALT TRAIL
4 - -�
ND SINGLE
FACE PRECAST
AND CONCRETE SIDEWALK
FULL DEPTH, 2730 SF
-
-
- _ ___-
snunaw
REINFORCED BARRIER
-11-2- 76 +25.05_ -
-- - _
-
EXTEND EXISTING 24" RCP
LF W /FES cc
- -- - -8- _
- --
- ,
--
TYPE -77 RECAST 8
250' S - FAC
- --
G BARRIER
80
-_
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al
LD
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+ 50.00
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REMOVE EXISTING
CURB RAMP TING
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END APP S' B GUARDRAIL J
BEGIN ASPH LT TRAIL
_ �
1 =a`
END, RETAINING WALL
-- � 10 ASPHALT TRAIL
24 RCP 36 LF W /FES k a =e. L - 79 + 50.0
INV IN 626.2aa g - `~ --
INV OUT 621.0
P RELOCATE PED.
INSTALL TYPIC L LLA D PLACEMENT
,
1 EST 7 TN
CLASS I RIP RAP
--
=k°
w
p2- 73 %, +37. \
S O
1 \ \\ EST 15 SY
\\ \\
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FILTER FABRIC;
,
�
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\
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DO NOT USE FOR CONSTRUCTION
I I
I
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II
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II
!111!11
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I I_
II
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-
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-i
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_I
-11
_I
Firm License C-11151
421 Fayetteville St
Suite 40
Raleigh, NC 2.co
T 919.380.875
wwwstewartincco
- .--
- -.
I
- -. -
I
-. - -.
I
i
-H-l-
1
i
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1
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. - -,
--
- -,-
.--
. - -,
--
- -. -- -. --
- -
it � it � i �
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I
- -- -. -- - - - -- -. - - - - -- -- - -- -- -. - -_ -. -
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-. -_- - -_ -.
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-_ -. -
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jI
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I III
END GRADE
+a a � y r
w
i
SEAL �
650
_.
-L2- STA. 80+25.82
EL = 635.56,
650
3669s�
- - - - - -- -
-I
-��
- - - -- -------- -
- - - -- - -- Pl = 79 +06.03
�I - - -t�- - --
--
' . 0I;•''
-- -
- --
- P1 = 77 +20.18
- EL = 631.57'
I I
�o -11 _ _ _
_-
�'''�� •
�rr11r1aa
P1 =
75+99.56 EL = 628.18'
VC = 50'
� I I
oo °o
640
-L2- STA. 73 +27.00
EL =
626.05' VC = 20' -`
I
- -11 -
wo -
--
-
-
- -
640
EL = 621.11'
-
-
646
�� - - -
-
- --
-
-
- --
�I
-
�� 4.5
-
630
L
°cry°
( +)1.8537%
°
( +)1.8032/
P1 =
79 +90.00 TI I _
--
--
630
DATE: JUNE 6, 2014
N
( +P.7650% -
EL
_
635.4/
!
III-- - - -II- -- 1- 11- - -II --
- III - - - - -,
REVISIONS:
°
( °
+)1.3450% -
_ -_
-� _
VC
- 20
NO.
DATE
-- -
-
-
+)3.4541/ �- - -
- - --
620
P1
= 74 +02.54
Z
P1 = 77+96.31
P1 = 80 +0/.74
620
24" RCP - - - - I - �- - - EL = 635.64'
EL = 623.40' -L2- 76 + 60.60 EL = 629.59'
INV IN 626.2 P1 = 80+10.86
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PROJECT NO.:
INV OUT
621.0
VC = 20"
-
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+
73 70.00
LENGTH
= 36.0'
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ROAD ROAD WORK G20-2a
SHOULDER SHOULDER
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48 "X48" INCREASE SIGN SPACING TO 1000'+/-.
PRELIMINARY PLANS
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DETAIL E MINOR ENCROACHMENT INTO ROADWAY
GENERAL NOTES
BASED ON MUTCD 6H -H
- USE FLUORESCENT ORANGE SHEETING (TYPE VII OR HIGHER) ON ALL ADVANCED WORK ZONE SIGNS.
Firm License NO. G
421 Fayetteville St
40
Suite 40
- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK.
- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT. FOR SHORT -TERM DAILY MAINTENANCE TYPE OPERATIONS, THIS SIGNING
Raleigh, NC 2760
T 919.380.875
www.stewartinc.co
S T E WA R T
APPLICATION IS OPTIONAL; MAY USE ONLY APPLICABLE ROADWAY STANDARD DRAWINGS INSTEAD. HOWEVER, IF THIS SIGNING APPLICATION IS USED, SIGNS MAY
BE PORTABLE MOUNTED.
- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED.
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------------- - - - - -- - - - - -.
S
DRAWING 1110.01. PAYMENT FOR WOOD POSTS 3LB STEEL U- CHANNEL AND SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING TO
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PHASING NOTES
2' -6" CURB AND GUTTER \
75 ER 50' BUFFER
STEP 1 :
TAPER
INSTALL ADVANCE WARNING SIGNING AS INDICATED ON PLANS
I
DATE: JUNE 6, 2014
REVISIONS:
STEP 2:
E
AWAY FROM TRAFFIC AND BEHIND DRUMS CONSTRUCT -L1 - AND -L2- UP TO BUT NOT INCLUDING WORK ASSOCIATED WITH INSTALLATION OF CURB RAMPS.
*NOTE SHOULDER TAPER -1/3 *L
SPEED = 55 MPH, W= 4.0', L = 220
STEP 3:
PROJECT NO.:
USING DETAIL E (MINOR ENCROACHMENT INTO ROADWAY) REMOVE EXISTING CURBING ASSOCIATED WITH CURB RAMPS, AND CONSTRUCT CURB RAMPS AND
ASSOCIATED CURBING FOR -L1- AND -L2 -.
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STEP 4:
SCALE: 1" =50'
USING TEMPORARY LANE CLOSURES PLACE PERMANENT PAVEMENT MARKINGS AND MARKERS AS SHOWN ON THE PLANS.
STEP 5:
T M P
REMOVE ALL SIGNING AND OPEN FOR USE.
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LEGEND
• DRUM
STATIONARY OR PORTABLE SIGN
DIRECTION OF TRAFFIC FLOW
SHOULDER CLOSURE TAPER 50' MIN. SHOUILDER
n 113 L BUFFER (PAVED OR UNPAVED)
SHOULD R
WORK
W21 -5
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GENERAL NOTES
1- PLACE SHOULDER CLOSURE SIGNS ON THE SAME SIDE AS THE SHOULDER THAT IS CLOSED.
2- PLACE DRUMS IN THE SHOULDER TAPER AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED SPEED LIMIT.
THE MAXIMUM SPACING OF DRUMS ALONG THE WORK AREA IS EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT.
3- USE STATIONARY SIGNS FOR LONG TERM OPERATIONS (LONGER THAN 3 DAYS).
4- REFER TO STD. 1101.11 SHEETS 1, 3, & 4, FOR "L" DISTANCE, AND SIGN SPACING.
5- THE TWO -LANE, TWO -WAY DRAWING MAY BE APPLIED TO UNDIVIDED, MULTI -LANE FACILITIES.
DESIGN
SPEED
(MPH)
MINIMUM LONGITUDINAL
BUFFER SPACE
(FEET)
30
85
35
TRAVELWAY
-
40
_
155
45
195
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N
290
60
345
65
405
70
470
75
540
80
C
2135
B
645
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50' MIN.
SHOULDER
75
820
2580
80
910
2680
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LEGEND
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STATIONARY OR PORTABLE SIGN
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SHOULDER CLOSURE TAPER 50' MIN. SHOUILDER
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SHOULD R
WORK
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GENERAL NOTES
1- PLACE SHOULDER CLOSURE SIGNS ON THE SAME SIDE AS THE SHOULDER THAT IS CLOSED.
2- PLACE DRUMS IN THE SHOULDER TAPER AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED SPEED LIMIT.
THE MAXIMUM SPACING OF DRUMS ALONG THE WORK AREA IS EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT.
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DESIGN
SPEED
(MPH)
MINIMUM LONGITUDINAL
BUFFER SPACE
(FEET)
30
85
35
120
-
40
_
155
45
195
5+0
240
55
290
60
345
65
405
70
470
75
540
80
615
MINIMUM SIGHT DISTANCE
DESIGN
SPEED
(MPH)
STOPPING SIGHT DISTANCE
(FEET)
PASSING SIGHT DISTANCE
( FEET )
30
200
1090
35
250
1280
40
305
1470
45
360
1625
50
425
1835
55
495
1985
60
570
2135
65
645
2285
70
730
2480
75
820
2580
80
910
2680
GENERAL NOTES
1- TABLES ARE BASED ON THE AASHTO GREEN BOOK "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS" AND THE "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES ". MINIMUM SIGHT DISTANCE VALUES ARE FOR PASSENGER CAR VEHICLES ON WET AND LEVEL
ROADWAYS. CONSULT THE AASHTO GREEN BOOK TO MAKE FINAL DETERMINATION OF STOPPING SIGHT DISTANCE REQUIREMENTS.
2- BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING SIGHT DISTANCE FOR WET AND LEVEL PAVEMENTS.
3 -USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING SIGHT DISTANCE FOR TRAFFIC
APPROACHING A LANE CLOSURE. PROVIDE 2 -LANE, 2 -WAY ROADWAYS STOPPING SIGHT DISTANCE TO THE FLAGGER. FOR LANE CLOSURES
ON MULTILANE ROADWAYS PROVIDE STOPPING SIGHT DISTANCE TO THE BEGINNING OF THE LANE CLOSURE MERGE TAPER, OR FLASHING
ARROW PANEL. EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED.
4 -USE OF MINIMUM PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING SIGHT DISTANCE
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TAPER LENGTH CRITERIA FOR
CHANNELIZING DEVICES IN WORK ZONES
TYPES OF TAPERS
UPSTREAM TAPER
TAPER LENGTH
MERGING TAPER --------------------------- - - - -•L MINIMUM
SHIFTING TAPER---------------------- - - - - -- 112 L MINIMUM
SHOULDER TAPER--------------------- - - - - -- -•113 L MINIMUM
TWO -WAY TRAFFIC TAPER------------ - - - - -- -100 FEET MAXIMUM
❑OWNSTRFAM TAPER 100 FEET PER LANE
GENERAL NOTES
GENERAL NOTES
1 -TABLE FOR "L" DISTANCE IS BASED ON CHANNELIZATION TAPER FORMULA FROM THE M.U.T.C.D. WHERE:
SPEED LIMIT FORMULA
40 MPH OR LESS L = W x S2
MIN 60
45 MPH OR GREATER L = W x S
MIN
L = MINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE)
W = WIDTH OF OFFSET IN FEET (LATERAL DISTANCE)
S = POSTED SPEED LIMIT, OR OFF -PEAK 85 PERCENTILE SPEED IN MPH PRIOR TO WORK STARTING,
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2 - "L" DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE AND PAVEMENT MARKING TAPERS
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RAISED ASPHALT ISLANDS, AND VERTICAL PANELS.
1 -USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY
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2 -APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE
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ADVANCE WARNING SIGN
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8" X 48" 4g X 48" ( SEE NOTE 7 ) 0 J
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48" X 48" GENERAL NOTES � J
1- IF NECESSARY USE THIS STD. FOR ONE -WAY CITY TYPE STREETS WHERE SIGNS MAY BE MOUNTED ON BOTH SIDES OF THE ROADWAY.
2- PLACE ARROW PANELS ON THE SHOULDER (PAVED OR UNPAVED). PLACE ARROW PANELS WITHIN THE TAPER IF SHOULDERS DO NOT EXIST. (f}
MEET THE REQUIREMENTS FOR STOPPING SIGHT DISTANCE AT THE ARROW PANEL LOCATION. IF NEEDED, EXTEND LANE CLOSURES J
AT THE BUFFER SPACE, SUCH THAT STOPPING SIGHT DISTANCE TO THE ARROW PANEL IS MET. (SEE STD. 1101.11 SHEET 2) �
3- PLACE DRUMS IN TAPERS AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED SPEED LIMIT. PLACE DRUMS ALONG THE BUFFER
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SPACE AND WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. w
4- REFER TO STD. 1101.11 SHEETS 1 & 4, FOR "L " DISTANCE AND SIGN SPACING. w
5- REFER TO STD. 1101.02 SHEETS 8 AND 7 FOR TREATMENT OF LANE CLOSURES THRU INTERCHANGES. 0
B- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC. REMOVE LANE
CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC. H
7- TMIA'S ARE REQUIRED ONLY WHEN A BUFFER SPACE CANNOT BE ATTAINED, OR WHEN DIRECTED BY THE ENGINEER OR THE PLANS. WHEN 0
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8- PLACE CHANGEABLE MESSAGE SIGN (CMS) ON THE OUTSIDE OF THE TRAVELWAY AS DIRECTED BY THE ENGINEER. PLACE CMS APPROXIMATELY
1/'2 MILE IN ADVANCE OF THE W20 -5 SIGNS. IF TRAFFIC BACKS UP TO WHERE THE CMS IS INITIALLY PLACED, RELOCATE CMS 1-�! MILE
FROM ANTICIPATED BACKUP. CONTINUE TO MONITOR TRAFFIC, MOVE CMS APPROXIMATELY MILE IN CONJUCTION WITH ANTICIPATED BACKUP.
9- MESSAGES MAY READ "LEFT LANE CLOSED" OR "RIGHT LANE CLOSED ", "MERGE RIGHT " OR "MERGE LEFT " DEPENDING ON LANE BEING CLOSED. ISHEET 3 OF 9 SHEET 1 OF 1
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BALLAST WILL BE A MINIMUM OF 20 POUNDS
GENERAL NOTES
1- BALLASTING SHALL BE ACHIEVED BY THE PREFORMED WEIGHTED BASE OR FACTORY SAND FILLED BALLASTING METHODS.
DO NOT PLACE BALLAST ON TOP OF THE DRUM. USE BALLAST AS SPECIFIED BY THE MANUFACTURER.
2 -IF NECESSARY, PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON NON- RETROREFLECTIVE DRUM SURFACES.
IF THE NAME DOES NOT FIT ON A NON- RETROREFLECTIVE SURFACE. SHOW THE LETTERS AND NUMBERS USING A
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ORANGE OR FLUORESCEN'
RED - ORANGE ULTRA VIOLE
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PLASTI
CIRCUMFERENTIAL
ALTERNATE WHITE & ORANGE
RETROREFLECTIVE STRIPES,
3 ORANGE & 2 WHITE MINIMUM
COVERING ENTIRE OUTSIDE
TOP
18" MIN. TO 24" MAX.
DIAMETER
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21" MIN. TO 24" MAX.
DIAMETER
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EDGE MUST LAY FLAT WITH ROAD SURFACE co
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1- BALLASTING SHALL BE ACHIEVED BY THE SAND BAG, TIRE - SIDEWALL BALLAST, OR PREFORMED WEIGHTED BASE BALLASTING
METHODS. DO NOT PLACE BALLAST ON TOP OF THE DRUM. USE THE TIRE BALLAST AS SPECIFIED BY THE MANUFACTURER.
2 -IF NECESSARY PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON NON- RETROREFLECTIVE DRUM SURFACES.
SHOW THE LETTERS AND NUMBERS USING A NON - RETROREFLECTIVE COLOR AND NOT OVER 2" IN HEIGHT.
SHEET 1 OF 1
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Firm License No. C -105
dr' 421 Fayetteville St
j Suite 40
Raleigh, NC 2760
T 919.380.875
www.stewartinc.co
STEWART
%011111
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DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: 1 " =50'
TM PMMMM 31
DISTANCE
(SEE NOTE 7)
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RIGHT LANE CLOSURE co
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• • • • • �� WORK AREA • • LL 0 d
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STREAM J i
MERGE TAPER BUFFER TMIA 50' TAPER
L SPACE SPACE MIN. 100'
TMIA Uj Q
ROLL -AHEAD i Q
-OR- DISTANCE � Q �
8" X 48" 4g X 48" ( SEE NOTE 7 ) 0 J
Q
48" X 48" GENERAL NOTES � J
1- IF NECESSARY USE THIS STD. FOR ONE -WAY CITY TYPE STREETS WHERE SIGNS MAY BE MOUNTED ON BOTH SIDES OF THE ROADWAY.
2- PLACE ARROW PANELS ON THE SHOULDER (PAVED OR UNPAVED). PLACE ARROW PANELS WITHIN THE TAPER IF SHOULDERS DO NOT EXIST. (f}
MEET THE REQUIREMENTS FOR STOPPING SIGHT DISTANCE AT THE ARROW PANEL LOCATION. IF NEEDED, EXTEND LANE CLOSURES J
AT THE BUFFER SPACE, SUCH THAT STOPPING SIGHT DISTANCE TO THE ARROW PANEL IS MET. (SEE STD. 1101.11 SHEET 2) �
3- PLACE DRUMS IN TAPERS AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED SPEED LIMIT. PLACE DRUMS ALONG THE BUFFER
Z FE
SPACE AND WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. w
4- REFER TO STD. 1101.11 SHEETS 1 & 4, FOR "L " DISTANCE AND SIGN SPACING. w
5- REFER TO STD. 1101.02 SHEETS 8 AND 7 FOR TREATMENT OF LANE CLOSURES THRU INTERCHANGES. 0
B- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC. REMOVE LANE
CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC. H
7- TMIA'S ARE REQUIRED ONLY WHEN A BUFFER SPACE CANNOT BE ATTAINED, OR WHEN DIRECTED BY THE ENGINEER OR THE PLANS. WHEN 0
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8- PLACE CHANGEABLE MESSAGE SIGN (CMS) ON THE OUTSIDE OF THE TRAVELWAY AS DIRECTED BY THE ENGINEER. PLACE CMS APPROXIMATELY
1/'2 MILE IN ADVANCE OF THE W20 -5 SIGNS. IF TRAFFIC BACKS UP TO WHERE THE CMS IS INITIALLY PLACED, RELOCATE CMS 1-�! MILE
FROM ANTICIPATED BACKUP. CONTINUE TO MONITOR TRAFFIC, MOVE CMS APPROXIMATELY MILE IN CONJUCTION WITH ANTICIPATED BACKUP.
9- MESSAGES MAY READ "LEFT LANE CLOSED" OR "RIGHT LANE CLOSED ", "MERGE RIGHT " OR "MERGE LEFT " DEPENDING ON LANE BEING CLOSED. ISHEET 3 OF 9 SHEET 1 OF 1
11101.021 0.01
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4" MIN. DIAMETER Oct)
NOT TO EXCEED )-
BASE DIAMETER Q < <
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NON- REFLECTIVE
MINIMUM
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SIZE POLYGONAL SHAPE
BALLAST WILL BE A MINIMUM OF 20 POUNDS
GENERAL NOTES
1- BALLASTING SHALL BE ACHIEVED BY THE PREFORMED WEIGHTED BASE OR FACTORY SAND FILLED BALLASTING METHODS.
DO NOT PLACE BALLAST ON TOP OF THE DRUM. USE BALLAST AS SPECIFIED BY THE MANUFACTURER.
2 -IF NECESSARY, PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON NON- RETROREFLECTIVE DRUM SURFACES.
IF THE NAME DOES NOT FIT ON A NON- RETROREFLECTIVE SURFACE. SHOW THE LETTERS AND NUMBERS USING A
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ORANGE OR FLUORESCEN'
RED - ORANGE ULTRA VIOLE
STABILIZED IMPACT RESISTAN
PLASTI
CIRCUMFERENTIAL
ALTERNATE WHITE & ORANGE
RETROREFLECTIVE STRIPES,
3 ORANGE & 2 WHITE MINIMUM
COVERING ENTIRE OUTSIDE
TOP
18" MIN. TO 24" MAX.
DIAMETER
FA
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21" MIN. TO 24" MAX.
DIAMETER
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6 TO 8 STRIPES
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ALL RUBBER COLLARS MUST BE BLACK IN COLOR
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BALLAST COLLAR SHOULD HAVE GOOD CONTACT
WITH THE BARREL FLANGE AND BALLAST OUTER 2
EDGE MUST LAY FLAT WITH ROAD SURFACE co
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J
C'3
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1- BALLASTING SHALL BE ACHIEVED BY THE SAND BAG, TIRE - SIDEWALL BALLAST, OR PREFORMED WEIGHTED BASE BALLASTING
METHODS. DO NOT PLACE BALLAST ON TOP OF THE DRUM. USE THE TIRE BALLAST AS SPECIFIED BY THE MANUFACTURER.
2 -IF NECESSARY PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON NON- RETROREFLECTIVE DRUM SURFACES.
SHOW THE LETTERS AND NUMBERS USING A NON - RETROREFLECTIVE COLOR AND NOT OVER 2" IN HEIGHT.
SHEET 1 OF 1
1130.01
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Firm License No. C -105
dr' 421 Fayetteville St
j Suite 40
Raleigh, NC 2760
T 919.380.875
www.stewartinc.co
STEWART
%011111
CA
I f f'r "t.
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SEAL
36698 f
G I VAt
. yam' *•
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E. ul�
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: 1 " =50'
TM PMMMM 31
-OR- DISTANCE � Q �
8" X 48" 4g X 48" ( SEE NOTE 7 ) 0 J
Q
48" X 48" GENERAL NOTES � J
1- IF NECESSARY USE THIS STD. FOR ONE -WAY CITY TYPE STREETS WHERE SIGNS MAY BE MOUNTED ON BOTH SIDES OF THE ROADWAY.
2- PLACE ARROW PANELS ON THE SHOULDER (PAVED OR UNPAVED). PLACE ARROW PANELS WITHIN THE TAPER IF SHOULDERS DO NOT EXIST. (f}
MEET THE REQUIREMENTS FOR STOPPING SIGHT DISTANCE AT THE ARROW PANEL LOCATION. IF NEEDED, EXTEND LANE CLOSURES J
AT THE BUFFER SPACE, SUCH THAT STOPPING SIGHT DISTANCE TO THE ARROW PANEL IS MET. (SEE STD. 1101.11 SHEET 2) �
3- PLACE DRUMS IN TAPERS AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED SPEED LIMIT. PLACE DRUMS ALONG THE BUFFER
Z FE
SPACE AND WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. w
4- REFER TO STD. 1101.11 SHEETS 1 & 4, FOR "L " DISTANCE AND SIGN SPACING. w
5- REFER TO STD. 1101.02 SHEETS 8 AND 7 FOR TREATMENT OF LANE CLOSURES THRU INTERCHANGES. 0
B- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC. REMOVE LANE
CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC. H
7- TMIA'S ARE REQUIRED ONLY WHEN A BUFFER SPACE CANNOT BE ATTAINED, OR WHEN DIRECTED BY THE ENGINEER OR THE PLANS. WHEN 0
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H
Ca
CA
v z
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8- PLACE CHANGEABLE MESSAGE SIGN (CMS) ON THE OUTSIDE OF THE TRAVELWAY AS DIRECTED BY THE ENGINEER. PLACE CMS APPROXIMATELY
1/'2 MILE IN ADVANCE OF THE W20 -5 SIGNS. IF TRAFFIC BACKS UP TO WHERE THE CMS IS INITIALLY PLACED, RELOCATE CMS 1-�! MILE
FROM ANTICIPATED BACKUP. CONTINUE TO MONITOR TRAFFIC, MOVE CMS APPROXIMATELY MILE IN CONJUCTION WITH ANTICIPATED BACKUP.
9- MESSAGES MAY READ "LEFT LANE CLOSED" OR "RIGHT LANE CLOSED ", "MERGE RIGHT " OR "MERGE LEFT " DEPENDING ON LANE BEING CLOSED. ISHEET 3 OF 9 SHEET 1 OF 1
11101.021 0.01
7.5" MIN.
m
4" MIN. DIAMETER Oct)
NOT TO EXCEED )-
BASE DIAMETER Q < <
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MINIMUM
20" MAX. BALLAST
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SIZE POLYGONAL SHAPE
BALLAST WILL BE A MINIMUM OF 20 POUNDS
GENERAL NOTES
1- BALLASTING SHALL BE ACHIEVED BY THE PREFORMED WEIGHTED BASE OR FACTORY SAND FILLED BALLASTING METHODS.
DO NOT PLACE BALLAST ON TOP OF THE DRUM. USE BALLAST AS SPECIFIED BY THE MANUFACTURER.
2 -IF NECESSARY, PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON NON- RETROREFLECTIVE DRUM SURFACES.
IF THE NAME DOES NOT FIT ON A NON- RETROREFLECTIVE SURFACE. SHOW THE LETTERS AND NUMBERS USING A
NUN- RETROREFLECTIVE COLOR AND NOT OVER 2" IN HEIGHT.
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ORANGE OR FLUORESCEN'
RED - ORANGE ULTRA VIOLE
STABILIZED IMPACT RESISTAN
PLASTI
CIRCUMFERENTIAL
ALTERNATE WHITE & ORANGE
RETROREFLECTIVE STRIPES,
3 ORANGE & 2 WHITE MINIMUM
COVERING ENTIRE OUTSIDE
TOP
18" MIN. TO 24" MAX.
DIAMETER
FA
.Npppp
21" MIN. TO 24" MAX.
DIAMETER
Iir
6 TO 8 STRIPES
TYPICAL
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38.5" (MAX) TO 35 "(MIN)
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dq 214-4 LL
Z
� � Q
3" TYP C7
a
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ALL RUBBER COLLARS MUST BE BLACK IN COLOR
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BALLAST COLLAR SHOULD HAVE GOOD CONTACT
WITH THE BARREL FLANGE AND BALLAST OUTER 2
EDGE MUST LAY FLAT WITH ROAD SURFACE co
I--I
J
C'3
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w
1- BALLASTING SHALL BE ACHIEVED BY THE SAND BAG, TIRE - SIDEWALL BALLAST, OR PREFORMED WEIGHTED BASE BALLASTING
METHODS. DO NOT PLACE BALLAST ON TOP OF THE DRUM. USE THE TIRE BALLAST AS SPECIFIED BY THE MANUFACTURER.
2 -IF NECESSARY PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON NON- RETROREFLECTIVE DRUM SURFACES.
SHOW THE LETTERS AND NUMBERS USING A NON - RETROREFLECTIVE COLOR AND NOT OVER 2" IN HEIGHT.
SHEET 1 OF 1
1130.01
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PRELIMINARY PLANS I
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Firm License No. C -105
dr' 421 Fayetteville St
j Suite 40
Raleigh, NC 2760
T 919.380.875
www.stewartinc.co
STEWART
%011111
CA
I f f'r "t.
a
SEAL
36698 f
G I VAt
. yam' *•
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r � 181
E. ul�
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: 1 " =50'
TM PMMMM 31
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USED, POSITION THE TMIA TO MAINTAIN A ROLL -AHEAD DISTANCE AS RECOMMENDED BY THE MANUFACTURER.
8- PLACE CHANGEABLE MESSAGE SIGN (CMS) ON THE OUTSIDE OF THE TRAVELWAY AS DIRECTED BY THE ENGINEER. PLACE CMS APPROXIMATELY
1/'2 MILE IN ADVANCE OF THE W20 -5 SIGNS. IF TRAFFIC BACKS UP TO WHERE THE CMS IS INITIALLY PLACED, RELOCATE CMS 1-�! MILE
FROM ANTICIPATED BACKUP. CONTINUE TO MONITOR TRAFFIC, MOVE CMS APPROXIMATELY MILE IN CONJUCTION WITH ANTICIPATED BACKUP.
9- MESSAGES MAY READ "LEFT LANE CLOSED" OR "RIGHT LANE CLOSED ", "MERGE RIGHT " OR "MERGE LEFT " DEPENDING ON LANE BEING CLOSED. ISHEET 3 OF 9 SHEET 1 OF 1
11101.021 0.01
7.5" MIN.
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4" MIN. DIAMETER Oct)
NOT TO EXCEED )-
BASE DIAMETER Q < <
H[r "U
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MINIMUM
20" MAX. BALLAST
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SIZE POLYGONAL SHAPE
BALLAST WILL BE A MINIMUM OF 20 POUNDS
GENERAL NOTES
1- BALLASTING SHALL BE ACHIEVED BY THE PREFORMED WEIGHTED BASE OR FACTORY SAND FILLED BALLASTING METHODS.
DO NOT PLACE BALLAST ON TOP OF THE DRUM. USE BALLAST AS SPECIFIED BY THE MANUFACTURER.
2 -IF NECESSARY, PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON NON- RETROREFLECTIVE DRUM SURFACES.
IF THE NAME DOES NOT FIT ON A NON- RETROREFLECTIVE SURFACE. SHOW THE LETTERS AND NUMBERS USING A
NUN- RETROREFLECTIVE COLOR AND NOT OVER 2" IN HEIGHT.
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ORANGE OR FLUORESCEN'
RED - ORANGE ULTRA VIOLE
STABILIZED IMPACT RESISTAN
PLASTI
CIRCUMFERENTIAL
ALTERNATE WHITE & ORANGE
RETROREFLECTIVE STRIPES,
3 ORANGE & 2 WHITE MINIMUM
COVERING ENTIRE OUTSIDE
TOP
18" MIN. TO 24" MAX.
DIAMETER
FA
.Npppp
21" MIN. TO 24" MAX.
DIAMETER
Iir
6 TO 8 STRIPES
TYPICAL
IF
2" MAX. TYPICAL
BETWEEN STRIPES
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TIRE BALLAST
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38.5" (MAX) TO 35 "(MIN)
cc
0
dq 214-4 LL
Z
� � Q
3" TYP C7
a
Z
ALL RUBBER COLLARS MUST BE BLACK IN COLOR
AND FREE OF ANY COLORED PAINT �-
co
BALLAST COLLAR SHOULD HAVE GOOD CONTACT
WITH THE BARREL FLANGE AND BALLAST OUTER 2
EDGE MUST LAY FLAT WITH ROAD SURFACE co
I--I
J
C'3
Z
w
1- BALLASTING SHALL BE ACHIEVED BY THE SAND BAG, TIRE - SIDEWALL BALLAST, OR PREFORMED WEIGHTED BASE BALLASTING
METHODS. DO NOT PLACE BALLAST ON TOP OF THE DRUM. USE THE TIRE BALLAST AS SPECIFIED BY THE MANUFACTURER.
2 -IF NECESSARY PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON NON- RETROREFLECTIVE DRUM SURFACES.
SHOW THE LETTERS AND NUMBERS USING A NON - RETROREFLECTIVE COLOR AND NOT OVER 2" IN HEIGHT.
SHEET 1 OF 1
1130.01
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w
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(D w
a
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W a
Q�
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PRELIMINARY PLANS I
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Firm License No. C -105
dr' 421 Fayetteville St
j Suite 40
Raleigh, NC 2760
T 919.380.875
www.stewartinc.co
STEWART
%011111
CA
I f f'r "t.
a
SEAL
36698 f
G I VAt
. yam' *•
r�
r � 181
E. ul�
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: 1 " =50'
TM PMMMM 31
1- BALLASTING SHALL BE ACHIEVED BY THE SAND BAG, TIRE - SIDEWALL BALLAST, OR PREFORMED WEIGHTED BASE BALLASTING
METHODS. DO NOT PLACE BALLAST ON TOP OF THE DRUM. USE THE TIRE BALLAST AS SPECIFIED BY THE MANUFACTURER.
2 -IF NECESSARY PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON NON- RETROREFLECTIVE DRUM SURFACES.
SHOW THE LETTERS AND NUMBERS USING A NON - RETROREFLECTIVE COLOR AND NOT OVER 2" IN HEIGHT.
SHEET 1 OF 1
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Raleigh, NC 2760
T 919.380.875
www.stewartinc.co
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TYPICAL TRUSS BRIDGE SECTION
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OTHERWISE NOTED ON THE PLANS.
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S1
-L2-
48 +90078
49 +60078
8• FOR CRANE SAFETY,SEE SPECIAL PROVISIONS•
9. FOR PREFABRICATED PEDESTRIAN BRIDGE,SEE SPECIFICATIONS°
TYPICAL SECTION AND GENERAL NOTES FOP BRIDGES
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037764
Firm License No. C -]
421 Fayettevillf
Suite
Raleigh, NC 27
T 919.380.E
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
ISCALE: NTS
S -1
Q
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1.
ASSUMED LIVE LOAD = 90psf AS PER LRFD GUIDE SPECIFICATIONS FOR DESIGN OF
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THESE BRIDGES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE
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ALL STRUCTURAL STEEL SHALL BE AASHTO M270 GRADE HPS 50W AND PAINTED IN
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PREMANUFACTURED TRUSS
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CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO
CONSTRUCTION• ALL UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY
UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR.
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6.
FOR SUBMITTALS, SEE SPECIAL PROVISIONS°
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FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS°
BRIDGE NO. CHAIN I BEGIN STATION I END STATION
S1
-L2-
48 +90078
49 +60078
8• FOR CRANE SAFETY,SEE SPECIAL PROVISIONS•
9. FOR PREFABRICATED PEDESTRIAN BRIDGE,SEE SPECIFICATIONS°
TYPICAL SECTION AND GENERAL NOTES FOP BRIDGES
di" IL
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037764
Firm License No. C -]
421 Fayettevillf
Suite
Raleigh, NC 27
T 919.380.E
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
ISCALE: NTS
S -1

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10 BOLLARDS ARE REQUIRED AT EACH END OF BRIDGE. PROVIDE
FOOTING FOR BOLLARDS AS SHOWN ON SHEET SB -7o FOR
ADDITIONAL BOLLARD DETAILS SEE SHEET 2Bo
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BEGIN APPROACH
SLAB
SLAB
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ASPHALT /COINCRET E CONNECTION
3 //O PVC PLASTIC
PIPE DRAIN
'ACTED ABC
2'1 OF SF9o5B ASPHALT
GEOTEXTILE FABRIC
NOTE.GEOTEXTILE TO EXTEND FULL WIDTH OF TRANSITION°
COST OF GEOTEXTILE TO BE INCLUDED WITH THE PAY ITEM
"CONCRETE APPROACH".
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621097
SLAB
621097
---------------------
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621097
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Firm License No. C -]
421 Fayettevillf
Suite
Raleigh, NC 27
T 919.380.E
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
ISCALE: NTS
S -2

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STEEL
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ALL TREATED LUMBER FOR THE GUARDRAIL & POSTS SHALL MEET THE REQUIREMENTS OF SECTION 1082
OF THE NCDOT STANDARD SPECIFICATIONS.
ALL SCREWS, BOLTS, NUTS AND WASHERS ARE TO BE HOT DIPPED GALVANIZED.
THE LOCATION OF POST FOOTINGS AND END BLOCKS ARE TO BE FIELD VERIFIED. DEVIATIONS FROM PLAN
DIMENSIONS ARE TO BE APPROVED BY THE ENGINEER.
THE BRIDGE APPROACH RAIL SET BID ITEM INCLUDES ALL FOUR RAILS SHOWN IN THE DETAILS. THE
TOTAL NUMBER OF INDIVIDUAL RAILS REQUIRED DIVIDED BY FOUR SHALL BE THE QUANTITY OF BRIDGE
APPROACH RAIL SETS.
BRIDGE APPROACH RAILS ARE REQUIRED FOR BRIDGE S1 (ALL QUADRANTS) AND AT ALL BOARDWALKS (ALL
QUADRANTS),
SECTION C -C
BRIDGE APPROACH RAIL DETAILS
4 END RAIL
2X6 RAIL
OVC RAIL
SECTION A -A
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037764
41 G
Firm License No. C -]
421 Fayettevillf
Suite
Raleigh, NC 21
T 919.380.E
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
ISCALE: NTS
S -3
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ALL TREATED LUMBER FOR THE GUARDRAIL & POSTS SHALL MEET THE REQUIREMENTS OF SECTION 1082
OF THE NCDOT STANDARD SPECIFICATIONS.
ALL SCREWS, BOLTS, NUTS AND WASHERS ARE TO BE HOT DIPPED GALVANIZED.
THE LOCATION OF POST FOOTINGS AND END BLOCKS ARE TO BE FIELD VERIFIED. DEVIATIONS FROM PLAN
DIMENSIONS ARE TO BE APPROVED BY THE ENGINEER.
THE BRIDGE APPROACH RAIL SET BID ITEM INCLUDES ALL FOUR RAILS SHOWN IN THE DETAILS. THE
TOTAL NUMBER OF INDIVIDUAL RAILS REQUIRED DIVIDED BY FOUR SHALL BE THE QUANTITY OF BRIDGE
APPROACH RAIL SETS.
BRIDGE APPROACH RAILS ARE REQUIRED FOR BRIDGE S1 (ALL QUADRANTS) AND AT ALL BOARDWALKS (ALL
QUADRANTS),
SECTION C -C
BRIDGE APPROACH RAIL DETAILS
4 END RAIL
2X6 RAIL
OVC RAIL
SECTION A -A
ko
2 . r EAL C,
037764
41 G
Firm License No. C -]
421 Fayettevillf
Suite
Raleigh, NC 21
T 919.380.E
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
ISCALE: NTS
S -3

DESIGN DATA.
SPECIFICATIONS - - - - - - - - - - - - - - - A.A.S.H.T.O. (CURRENT)
LIVE LOAD - - - - - - - - - - - - - - - - - SEE PLANS
IMPACT ALLOWANCE - - - - - - - - - - - - - - SEE A.A.S.H.T.O.
STRESS IN EXTREME FIBER OF
STRUCTURAL STEEL - AASHTO M270
GRADE 36 -
20,000
LBS. PER
SO. IN.
- AASHTO M270
GRADE 50W -
27,000
LBS. PER
SO. IN.
- AASHTO M270
GRADE 50 -
27,000
LBS. PER
SO. IN.
REINFORCING STEEL IN TENSION
GRADE 60 - - 24,000 LBS. PER SO. IN.
CONCRETE IN COMPRESSION
CONCRETE IN SHEAR - - - - - - - - - - - - -
STRUCTURAL TIMBER - TREATED OR
1,200 LBS. PER SQ. IN.
SEE A.A.S.H.T.O.
UNTREATED - EXTREME FIBER STRESS - - - - - 1,800 LBS. PER SQ. IN.
COMPRESSION PERPENDICULAR TO GRAIN
OF TIMBER - - - - 375 LBS. PER SO. IN.
EQUIVALENT FLUID PRESSURE OF EARTH -- - - - 30 LBS. PER CU. FT.
(MINIMUM)
MATERIAL AND WORKMANSHIP.
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
THE 2006 'STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES "OF THE
N.C.DEPARTMENT OF TRANSPORTATION.
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL
BE HOT ROLLED.
CONCRETE.
UNLESS OTHERWISE REQUIRED ON PLANS,CLASS A CONCRETE SHALL BE
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT:
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,
ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL
BE USED FOR SLOPE PROTECTION AND RIP RAP.
CONCRETE CHAMFERS.
UNLESS OTHERWISE NOTED ON THE PLANS,ALL EXPOSED CORNERS ON
STRUCTURES SHALL BE CHAMFERED 3/4 "WITH THE FOLLOWING EXCEPTIONS:
TOP CORNERS OF CURBS MAY BE ROUNDED TO 1 -1/2 "RADIUS WHICH IS BUILT
INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS
SHALL BE ROUNDED WITH A 1/4 "FINISHING TOOL UNLESS OTHERWISE REQUIRED
ON PLANS ;AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES
AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A 1/4 "RADIUS
WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS.
OTI11I11111M
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS,SHALL
BE EMBEDDED AT LEAST 12 "INTO THE OLD CONCRETE AND GROUTED INTO
PLACE WITH 1:2 CEMENT MORTAR.
STANDARD NOTES
ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT,
ETC. IN CASTING SUPERSTRUCTURES.
BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS.
SLABS,CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE.
ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD
DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED
ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE
GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS
FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING
UP TO THE SLAB,THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED
BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE
ORDINATE,AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH
BOTTOM OF TOP FLANGES,DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED
TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE,AND
ACTUAL BEAM CAMBER.
IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN
ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK,
AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE
ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK,THE FINISHED STRUCTURES
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND
CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.
DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE
AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL
BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE
FALSEWORK OR FORMS IS STARTED.
REINFORCING STEEL.
ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED
IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT
TO OUT AS INDICATED ON PLANS.
WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE
INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS
LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL
BE LAPPED TO LOCK LEGS ON ADJOINING PIECES.
STRUCTURAL STEEL.
AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE 7/8 "0 SHEAR STUDS FOR THE
%4 "O STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT
THE RATE OF 3 - 7/8 "0 STUDS FOR 4 - 3/4 "0 STUDS, AND STUD SPACING CHANGES
SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7/8'10 STUDS
ALONG THE BEAM AS SHOWN FOR 3/4 "0 STUDS BASED ON THE RATIO OF 3 - 7/8 "0
STUDS FOR 4 - 3/4 "0 STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST
BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2' -0 ".
EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER
PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION,
SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE
EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/16 "IN THICKNESS AND
DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2 "OR A THICKNESS
EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM
TO THE REQUIREMENTS OF THE CURRENT ANSI /AASHTO /AWS "BRIDGE WELDING CODE ".
ELECTROSLAG WELDING WILL NOT BE PERMITTED.
WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER
SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY
ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY 1/16 INCH OR
EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING,
OR METALLIZING.
HANDRAILS AND POSTS.
METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL
RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN
ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM
RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.
METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE
AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE.
FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE
REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL
BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON- UNIFORM COLORING WILL
NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS.
SPECIAL NOTES.
GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL
GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN
OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE
SPECIFICATIONS ARTICLE 105 -4.
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037764
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l holl,0A
Firm License No. C -]
421 Fayettevillf
Suite
Raleigh, NC 21
T 919.380.E
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
ISCALE: NTS
S -4

625
620
615
610
605
49 +00
BEGIN BRIDGE S1
FILL FACE AT END BENT 1
W.P. 1 STA. 48 +90078 -1-2-
BEGIN APPROACH SLAB
-1-2- STA. 48 +80078
PRE - MANUFACTURED
PEDESTRIAN STEEL BRIDGE
EL. 620±
---------- - - - - -- ----------------
PROPOSED RIP RAP (TYP.)
ELo 613 ±
ELo 6]
--------- - - - - --
FL.
49 +50
END BENT 1 END BENT 2
RAIL FLARE '
TYP.EACH CORNER OF BRIDGE°
SEE FLARE DETAIL ON SHEET S3
SECTION ALONG
BRIDGE
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LENGTH OF BRIDGE (FILL FACE TO FI
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BRIDGE S1 PLAN - TOBY CREEK
VPI STATION
ELEVATION
GRADE IN %
GRADE OUT %
VERT. CURVE
LENGTH
48 +80000
621.97
+202038
+0°0000
20.00'
49 +70000
621097
+0.0000
- 1.9750
15000'
50 +10000
621018
- 109750
- 0.2000
30.00'
51 +00.00
621.00
- 0.2000
- 0.3000
20000'
END BRIDGE S1
FILL FACE AT END BENT 2
W.P.2 STA. 49+60.78 -L2-
END APPROACH SLAB
-1-2- STA. 49 +70078
NOTE-
10 FOR TYPICAL SECTION AND NOTES SEE DWG. S-1
20 FOR BOARDWALK DETAILS SEE DWG.SB -1 THRU SB -7
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037764
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Firm License No. C -]
421 Fayettevillf
Suite
Raleigh, NC 2'
T 919.380.E
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
ISCALE: 1 " =5' 1
S -5

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` . "" 1 "�' m LEN( I H5 ARE SUBJEU I 1U CHANGE U N I 1L AF I EK I HE
ANCHOR BOLTS TO BE SHOP DRAWINGS ARE REVIEWED AND APPROVED.
DRILLED AND GROUTED PLAN O F END BENT 2
NOTE-
END BENT 1 IS SIMILAR BY ROTATION
5' -0„ 21-011 6, -0„
5 - #4 "L" BARS 2
7
NO ADDITIONAL PAYMENT WILL BE MADE FOR
CONCRETE OR REINFORCING STEEL CHANGES CAUSED
BY THE SHOP DRAWINGS•
16 #4 "L" BARS (� 12'/CTS (EA. FACE OF BACKWALL)
5' -0"
BOTTOM OF CAP
& WING EL. D
� 12 X 53 STEEL BRACE PILE
L A
ELEVATION OF END BENT 2
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END BENT ELEVATIONS
LOCATION
EL° A
EL° B
EL. C
EL° D
W °P °1 -1-2- STA. 48 +90 °78
621 °14
621 °97
618 °85
616 °35
W °P °2 -1-2- STA. 49 +60.78
621 °14
621 °97
618 °85
616 °35
BRIDGE REACTIONS
UNIT
DEAD LOAD
UNIFORM LIVE LOAD
WIND LOAD
EB 1 &2
19 °8 K
18 °9 K
13 °5 K
NOTES-
- DEAD LOAD AND UNIFORM LIVE LOAD ARE APPLIED VERTICALLY AT EACH BEARING (2
PER END BENT).
- WIND LOAD IS APPLIED HORIZONTALLY AT EACH LINE OF BEARINGS (1 PER END BENT).
- THE ELEVATIONS AND LOADS ABOVE ARE SUBJECT TO CHANGE AFTER FINAL BRIDGE
DESIGN IS COMPLETED.
- FOR ADDITIONAL NOTES, SEE DWG. S1
- ANCHOR BOLTS SHALL BE EMBEDED A MINIMUM OF 15 INCHES INTO THE CAP.
CL 12 X 53 _ 12
STEEL PILE
BRIDGE S1 SECTION A -A
2' -8"
� 7
A. PVC
TIC
DRAIN
'E 1 /4 " /FT)
HIGH B.B.
5' -2" CTS.
(TYP•)
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037764
Firm License No. C -]
421 Fayettevill,
Suite
Raleigh, NC 27
T 919.380.E
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
ISCALE: NTS
S -6

GALVANIZED PIPE RAI
SEE SHEET 2G FOR DE
�QPo
0
GALVANIZED PIPE RAIL
SEE SHEET 2G FOR DETAILS
a
ell
TYPIC`L SEC:fION
1' -0"
O�7
O
ALL BAR DIMENSIONS ARE OUT TO OUT,
BENDING DIAGRAM
r SEAL C
037764
L
C*
Firm License No. C -1051
421 Fayetteville St,
Suite 40C
Raleigh, NC 27601
T 919.380.8750
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. I DATE
PROJECT NO.:
X12044.00
SCALE: NTS
S -7
a
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EXPANSION JOINTS 2 30' MAX. CTS. �
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#4 2 18" MAX. CTS. (TYPo)
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GROUTED INTO FLOOR OF
RCBC
w
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2 5' -0" MAX. CTS. (TYPo)
PLAN
w
=
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NOTE.-
EXPANSION JOINTS MUST BE LOCATED SUCH
THAT BRIDGING OF CULVERT EXPANSION JOINTS DOES NOT OCCUR.
AREAS RECIEVING NEW CONCRETE SHALL BE
CLEANED IN ACCORDANCE WITH THE METHODS OUTLINED IN SECTION 420 -14 OF THE STANDARD SPECIFICATIONS.
LL.
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0
TYPIC`L SEC:fION
1' -0"
O�7
O
ALL BAR DIMENSIONS ARE OUT TO OUT,
BENDING DIAGRAM
r SEAL C
037764
L
C*
Firm License No. C -1051
421 Fayetteville St,
Suite 40C
Raleigh, NC 27601
T 919.380.8750
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. I DATE
PROJECT NO.:
X12044.00
SCALE: NTS
S -7

36" BLACK VINYL
COATED CHAIN LINK
FENCE PANEL (TYP.)
SQUARE TENSION TIES -
(STAGGERED POSITION
BEHIND RAILS)
3X12X18" BLOCKING AT
OUTSIDE STRINGERS
AIl1TrC%.
10' -0" MIN. CLEAR WIDTH 1. BOARDWALKS ARE TO BE SUPPORTED ON 7.5" MIN. TIP DIAMETER DRIVEN TIMBER PILING. BOARDWALKS ARE
TO BE CONSTRUCTED USING TOP -DOWN CONSTRUCTION METHODS.
2 X 6 HANDRAIL W/
3/" RADIUS (TYP)
2X6 BOTTOM RAIL
3X12 STRINGER (TYP.)
2 X 4 SPACER
(CONTINUOUS)(TYP)
CONCRETE DECKING
2 -3/4 "X16" LAG BOLT
DRILLED INTO CENTER SIMPSON LTS12 TWIST
OF PILE (TYP.) STRAP (TYP. EA. JOIST)
SIMPSON LSTA12 FLAT-
STRAP (EA. SIDE) (TYP.) 7.5" MIN. TIP DIAM. PILING
10X10 PILE CAP DRIVEN TO REFUSAL
(TYP.)
SECTION A -A
CANTED 2X6 TOP RAIL PROVIDE
1" RADIUS CORNERS (TYP.)
0
4X6 POSTS @
5' -0" O.C.
4..
3" SOLID WOOD SPACER (TYP.)
2. PILE DRIVING (BLOW COUNT) CRITERIA IS TO BE ESTABLISHED USING A PILE DRIVING ANALYZER (PDA). ONE
PDA TEST WILL BE REQUIRED PER 1,000 LINEAL FEET OF BOARDWALK BUT NOT LESS THAN ONE PDA TEST
PER BOARDWALK UNLESS ALLOWED BY THE DESIGN ENGINEER. PDA TESTING SHALL BE THE THE
RESPONSIBILITY OF THE PILE CONTRACTOR. FOR PDA TESTING SEE SPECIAL PROVISIONS FOR TIMBER
BOARDWALK (SECTION 06100).
3. BOARDWALK PILES MAY BE ADVANCED WITH IMPACT OR VIBRATORY PILE DRIVING EQUIPMENT. IF A
VIBRATORY HAMMER IS USED, A MINIMUM OF ONE PILE PER 100 LINEAL FEET OF BOARDWALK MUST BE
STRUCK WITH AN IMPACT HAMMER AFTER VIBRATORY INSTALLATION. IMPACT HAMMER BLOW COUNTS MUST
MEET THE CRITERIA ESTABLISHED BY THE AFOREMENTIONED PDA TESTING. ALL PILES INSTALLED USING
VIBRATORY EQUIPMENT, INCLUDING PDA PILES AND PILES RECEIVING FINAL HAMMER VERIFICATION, SHOULD
BE CONTINOUSLY MONITORED TO RECORD PILE PENETRATION RATES. PENETRATION RATES SHOULD BE
COMPARED TO THE NEAREST IMPACT HAMMER VERIFIED PILE FOR CAPACITY SUBSTANTIATION.
4. MINIMUM PENETRATION FOR TIMBER PILING SHALL BE 15 FEET BELOW EXISTING GROUND. WHEN MINIMUM
PENETRATION CAN NOT BE ACHIEVED WITHOUT CAUSING DAMAGE TO THE PILING, CROSS BRACING AND
HELICAL ANCHOR TIE DOWNS SHALL BE UTILIZED TO ACHIEVE THE NECESSARY LATERAL /UPLIFT
RESISTANCE. FOR DETAILS OF HELICAL ANCHORS, SEE SHEET SB -9 AND THE PROJECT SPECIFICATIONS.
5. PILING /FOOTINGS SHALL BE INSTALLED TO SUPPORT THE FOLLOWING LOADS:
L� ADJACENT TO 10 FOOT SPAN:
COMPRESSION 8.4 KIPS PER PILE (DEAD +LIVE)
UPLIFT 0.0 KIPS PER PILE
LATERAL 1.0 KIPS PER PILE
6. ALL TIMBER DIMENSIONS ARE BASED ON NOMINAL TIMBER SIZES.
NOTE: A TWENTY FT SPAN BOARDWALK IS REQUIRED FOR BOARDWALKS WITH "YES" SHOWN IN 20' SPAN COLUMN.
LOCATION OF 20 FT. SPAN WILL BE AS ESTABLISHED BY ENGINEER.
SEE GRIP -ABLE HANDRAIL DETAIL
SEE SHEET SB -3 FOR VIEWING PLATFORM DETAILS
f BOARDWALK LENGTH WAS INCREASED 30' PER PLATFORM TO ACCOUNT FOR PLATFORM FRAMING
o BOARDWALK LENGTH WAS INCREASED 10' TO ACCOUNT FOR FLARED END FRAMING.
GRIP -ABLE HANDRAIL SUMMARY
BOARDWALK LOCATIONS
NO.
CHAIN
BEGIN STATION
ELEVATION
CHAIN
END STATION
ELEVATION
LENGTH
20' SPAN
REMARKS
1
-L1-
11 +57.30
681.42
-L1-
17 +57.30
645.57
660.00'
NO
-P 2 PLATFORMS
2
-L2-
33 +18.00
628.91
-L2-
33 +58.00
628.41
40.00'
YES
-
2
-L2-
36 +50.00
625.81
-L2-
36 +80.00
625.65
30.00'
NO
-
2
-L2-
55 +85.29
620.16
- L2REV-
65 +67.25
615.44
1042.00'
YES
f 2 PLATFORMS
3
-L2-
72 +87.00
619.73
-L2-
73 +27.00
621.11
40.00'
YES
-
3
-L3-
28 +83.44
616.51
-L2-
31 +33.44
621.92
260.00'
NO
o FLARED END
NOTE: A TWENTY FT SPAN BOARDWALK IS REQUIRED FOR BOARDWALKS WITH "YES" SHOWN IN 20' SPAN COLUMN.
LOCATION OF 20 FT. SPAN WILL BE AS ESTABLISHED BY ENGINEER.
SEE GRIP -ABLE HANDRAIL DETAIL
SEE SHEET SB -3 FOR VIEWING PLATFORM DETAILS
f BOARDWALK LENGTH WAS INCREASED 30' PER PLATFORM TO ACCOUNT FOR PLATFORM FRAMING
o BOARDWALK LENGTH WAS INCREASED 10' TO ACCOUNT FOR FLARED END FRAMING.
GRIP -ABLE HANDRAIL SUMMARY
NO.
CHAIN
BEGIN STATION
END STATION
LINEAR FEET
1
-L1-
11+57.30
12 +74.37
234.14'
1
-L1-
13 +51.40
15 +04.30
305.80'
1
-L1-
15 +34.30
16 +77.30
286.00'
1'4" FILLET (TYP.)
2X6 HANDRAIL
1: 11 Cii I = rTYP.)
GRIP -ABLE HANDRAIL DETAIL
RAIL POST
'ACER BLOCK
NOTE: GRIP -ABLE HANDRAIL IS TO BE USED WHEN BOARDWALK SLOPE EXCEEDS 5 %.
2X4 SPACERS ARE NOT CONTINUOUS AND SHALL BE THE WIDTH OF THE POST ONLY.
HANDRAIL SEGMENTS MUST BE CONTINUOUS ACROSS A MINIMUM OF THREE POSTS.
TYPICAL BOARDWALK DETAILS
ADJACENT TO 20 FOOT SPAN:
12.5 KIPS PER PILE (DEAD + LIVE)
0.0 KIPS PER PILE
1.5 KIPS PER PILE
7. ALL BOARDWALK SPANS SHALL HAVE FULL DEPTH BLOCKING AT EACH POST LOCATION. INTERIOR
BOARDWALK BAYS SHALL HAVE BLOCKING AT 5-0" MAX. CTS.
8. ALL EXPOSED CORNERS OF 2 X 6 TOP RAILS SHALL BE FINISHED WITH 1/2" MINIMUM RADIUS.
9. PRE - DRILLED HOLES MAY BE NECESSARY TO PREVENT SPLITTING OF TIMBERS DURING CONSTRUCTION.
10. BOARDWALK DECKING SHALL BE CAST IN PLACE CONCRETE DECK.
11. CONCRETE DECK SHALL BE INSTALLED ON A GALVANIZED METAL FORM WITH MINIMUM SECTION MODULUS
OF 0.035 IN ^3 /FT AND A MINIMUM YIELD STRENGTH OF 60 KSI. METAL FORM ANGLES SHALL BE GALVANIZED.
WHERE FORM ANGLES ARE WELDED TO THE METAL DECK, WELDS SHALL BE CLEANED AND COATED WITH AN
INORGANIC ZINC PRIMER. FOR INORGANIC ZINC PRIMER, SEE SECTION 1082 OF THE NCDOT STANDARD
SPECIFICATIONS.
12. CONCRETE DECK SHALL CONSIST OF CLASS A CONCRETE REINFORCED WITH A 6X6 - W6XW6 WELDED WIRE
MESH. MESH SHALL MAINTAIN 2" MINIMUM CLEARANCE TO ALL FORM ANGLES AND JOINTS. MESH SHALL BE
SUPPORTED ON 11/4" BBU SUPPORTS SPA. AT 4' -0" O.C. 2" OPEN JOINTS SHALL BE PLACED AT EACH BENT
LOCATION AND AT 10' MAXIMUM CENTERS ALONG THE LENGTH OF THE BOARDWALK. CONTROL JOINTS SHALL
BE PLACED LONGITUDINALLY AT 10' CENTERS WHERE THE BOARDWALK WIDTH IS GREATER THAN 10' -0 ".
13. ALL BOLTS, NUTS, WASHERS, ETC. SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE
WITH ASTM A153. SIMPSON STRONG TIE CONNECTORS (WHERE USED) SHALL BE GALVANIZED.
14. TREATED TIMBER AND LUMBER SHALL BE USED AND SHALL BE IN ACCORDANCE WITH 2012 NCDOT STANDARD
SPECIFICATIONS, SECTION 1082 AND SHALL BE SOUTHERN PINE, GRADE 1 OR BETTER.
15. ALL WORK SHALL BE ACCOMPLISHED AS DIRECTED BY THE ENGINEER. ANY DISCREPANCIES FOUND ON THIS
DRAWING SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING.
16. BASIS OF PAYMENT FOR THE BOARDWALK WILL BE AT THE CONTRACT UNIT
PRICES FOR BOARDWALK - 10 FT SPAN, BOARDWALK - 20 FT SPAN, BOARDWALK POSTS 7.5" MIN. TIP DIAM.,
CONCRETE BOARDWALK DECK, AND BOARDWALK WOOD CROSS BRACING AND WILL BE FULL COMPENSATION
FOR FURNISHING ALL MATERIAL, LABOR, TOOLS, AND INCIDENTALS NECESSARY FOR INSTALLING IN PLACE.
17. FOR TIMBER BOARDWALK, SEE SPECIFICATIONS.
18. X -BRACE TIMBER PILES IN THE TRANSVERSE DIRECTION IN ALL BAYS WHEN TOP OF BOARDWALK EXCEEDS
6-0" IN HEIGHT FROM TOP OF DECK TO GROUND SURFACE. X -BRACE IN LONGITUDINAL DIRECTION IN
ALTERNATE BAYS WHEN TOP OF BOARDWALK EXCEEDS 8' -0" IN HEIGHT FROM TOP OF DECK TO GROUND
SURFACE. ATTACH X- BRACING TO POSTS W/ 5/8 " DIA. HEX BOLT AT EACH END. FOR BRACING DETAILS SEE
DWG. SB -5.
19. 2X6 BOTTOM SUPPORT RAIL TO BE INSTALLED 4" ABOVE DECK SURFACE.
20. THE PILE HAMMER USED BY THE CONTRACTOR MUST BE APPROVED BY THE DESIGN ENGINEER AND BY
MECKLENBURG COUNTY PRIOR TO CONSTRUCTION.
21. 2X6 HANDRAIL SHALL BE CONTINUOUS ACROSS A MINIMUM OF THREE POSTS.
22. VINYL COATED CHAIN LINK FENCE SHALL BE THERMALLY BONDED AND BE KNUCKLED AT BOTH ENDS.
23. UNO = UNLESS NOTED OTHERWISE
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037760
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Iff® Firm License , N 27601
421 Fayetteville St,
Suite 40C
Raleigh, NC 2760]
T 919.380.875C
www.stewartinc.corr
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.001
ISCALE: NTS
SB -1

ON
�N
O
FENCE STAPLES
SPA. @ 18" O.C.
MAX. (TOP AND
BOTTOM) (TYP.)
10X10 PILE CAP
FULL DEPTH BLOCKING
AT EA. POST LOCATION
SEE DETAIL B (TYP.) 3X12X1' -6" SPLICE BLOCK 51/2" (TYP.)
A
10X10 PILE CAP
6" MAX. -
I I 3X12 00 I
(TYP.) _ -
STRINGER
7.5" MIN. TIP DIAM. TIMBER PILES
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(TYP.) O
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II M
II
II
II
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3X12
' STRINGER '
- -,� - - -- - - - - -- - - ------ ,i IL - -
-r 171 - - - - - -- - - - - - - - - --
�► A 3" SOLID WOOD
BOARDWALK DECKING SPACER (TYP.)
4 X 6 RAIL
2- %" THRU BOLTS POST (TYP.)
PLAN VIEW - BOARDWALKS (SEE DETAIL B)(TYP.)
CANTED 2X6
TOP RAIL
2X6 TOP RAIL
5' -0"
36" BLACK VINYL
COATED CHAIN
LINK FENCE
1 00
�/2" OPEN JOINT IN
DECK AT EACH BENT
LOCATION (TYP.)
10' -0"
DESIGN LOADS
PEDESTRIAN LIVE LOAD 90 PSF
WIND LOAD ON
SUPERSTRUCTURE 54 PSF
0
TENSION BAR (FROM DECK
TO TOP RAIL) (VINYL
COATED TO MATCH FENCE)
2' -6" 2' -6"
3X12X10' -0" WING WALL BOARDS
(3 REQUIRED)
A SEE DETAIL A FOR CHAIN LINK TO POST
ATTACHMENT DETAIL
5' -0" VARIES ATTACH 2X6 TOP RAIL W /(2) #6x3"
-4 X 6 RAIL WOOD SCREWS @ 12" CTS.
POST (TYP)
42" BLACK VINYL COATED
CHAIN LINK FENCE (TYP.)
RAIL
DETAIL A
SIMPSON BP % - 3 (TYP.)
3X12 JOIST
FULL DEPTH BLOCKING
3X12 STRINGER
3" SOLID WOOD SPACER
DETAIL B
SQUARE TENSION TIES (STAGGERED
POSITION BEHIND RAILS) (TYP.)
�
RAIL ATTACHED TO POST W/ MIN. OF 4 -NO.
10 x 31/2" STAINLESS STEEL SCREWS (TYP.)
��� ��� ��� � EXTEND BOARDWALK DECKING PAST OUTSIDE
POST TO COVER 3X12 AND JOIST END
REINFORCED CONCRETE TRAIL
(SEE SHEET SB -7 FOR PAVEMENT
DETAILS AND LOCATION)
0 0
0 0 0
2- 5 /g" THRU BOLTS (SEE
DETAIL B)(TYP.)
7.5" MIN. TIP DIAM.
TIMBER PILES
2X6 BOTTOM -
1I
SUPPORT RAIL
10' -0"
ELEVATION VIEW- BOARDWALKS L - A
ABC STONE
3X12X10' -0" WING WALL BOARDS
(3 REQUIRED)
71/A if
TYPICAL BOARDWALK DETAILS
CLASS A CONCF
6X6 - W6XW6 WELDED WIRE MESH
1 j4" BBU AT 4' -0" CTS.
GALV. METAL DECK PAN
4 -NO. 10 X 31/2" STAINLESS STEEL
SCREWS PER RAIL PER POST (TYP.)
FENCE STAPLES SPACED
AT 18" O.C. MAX. TOP AND
BOTTOM RAILS
SQUARE TENSION TIES (STAGGERED
POSITION BEHIND RAILS)
�N
N
5
2- /8" X 8" THRU BOLTS
- -- W/ WASHERS(TYP.)
NN
SLAB SECTION
4X3X�/4 GALV. ANGLE
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037760
®® Firm License C -1051
421 Fayetteville St,
Suite 400
Raleigh, , NC 27601
T 919 380.8750
www.stewartinc.com
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: NTS
SB�2_
T.
x%
x
3X12X10' -0" WING WALL BOARDS
(3 REQUIRED)
A SEE DETAIL A FOR CHAIN LINK TO POST
ATTACHMENT DETAIL
5' -0" VARIES ATTACH 2X6 TOP RAIL W /(2) #6x3"
-4 X 6 RAIL WOOD SCREWS @ 12" CTS.
POST (TYP)
42" BLACK VINYL COATED
CHAIN LINK FENCE (TYP.)
RAIL
DETAIL A
SIMPSON BP % - 3 (TYP.)
3X12 JOIST
FULL DEPTH BLOCKING
3X12 STRINGER
3" SOLID WOOD SPACER
DETAIL B
SQUARE TENSION TIES (STAGGERED
POSITION BEHIND RAILS) (TYP.)
�
RAIL ATTACHED TO POST W/ MIN. OF 4 -NO.
10 x 31/2" STAINLESS STEEL SCREWS (TYP.)
��� ��� ��� � EXTEND BOARDWALK DECKING PAST OUTSIDE
POST TO COVER 3X12 AND JOIST END
REINFORCED CONCRETE TRAIL
(SEE SHEET SB -7 FOR PAVEMENT
DETAILS AND LOCATION)
0 0
0 0 0
2- 5 /g" THRU BOLTS (SEE
DETAIL B)(TYP.)
7.5" MIN. TIP DIAM.
TIMBER PILES
2X6 BOTTOM -
1I
SUPPORT RAIL
10' -0"
ELEVATION VIEW- BOARDWALKS L - A
ABC STONE
3X12X10' -0" WING WALL BOARDS
(3 REQUIRED)
71/A if
TYPICAL BOARDWALK DETAILS
CLASS A CONCF
6X6 - W6XW6 WELDED WIRE MESH
1 j4" BBU AT 4' -0" CTS.
GALV. METAL DECK PAN
4 -NO. 10 X 31/2" STAINLESS STEEL
SCREWS PER RAIL PER POST (TYP.)
FENCE STAPLES SPACED
AT 18" O.C. MAX. TOP AND
BOTTOM RAILS
SQUARE TENSION TIES (STAGGERED
POSITION BEHIND RAILS)
�N
N
5
2- /8" X 8" THRU BOLTS
- -- W/ WASHERS(TYP.)
NN
SLAB SECTION
4X3X�/4 GALV. ANGLE
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037760
®® Firm License C -1051
421 Fayetteville St,
Suite 400
Raleigh, , NC 27601
T 919 380.8750
www.stewartinc.com
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: NTS
SB�2_

SIMPSON HU31
(OR APPROVED EQUAL
(TYP. EA. JOIST
SIMPSON LTS12 TWIST
STRAP (TYP. EA. JOIST,
nFTAII R
3X12 STRINGER
) X 10 POST CAP
JOIST HANGER TO BE INSTALLED UPSIDE
DOWN TO ALLOW JOISTS AND STRINGERS
TO BEAR DIRECTLY ON THE POST CAP
SIMPSON LUS310
JOIST HANGER (TYP.)
3X12 DECK SUPPORT
X
Q
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BOARDWALK FRAMING AT 90 DEGREE INTERSECTION
SEE DETAIL B
SHEET SB -2 3X12 BLOCKING AT EA. 3X12XV -6" SPLICE BLOCK 0 r.
POST LOCATION C
�N
..
6" MAX.
3X12
(TYP.) STRINGER
7.5" MIN. TIP DIAM. TIMBER PILES
I
CONNECT BOARDWALK DECKING TO 3X12
DECK SUPPORT
3X12 JOIST
L- 78 1 r1MU DUL 1 J
(SEE DETAIL B SHEET C9.51)(TYP.)
PLAN VIEW - VIEWING PLATFORM
(48" RAIL SHALL BE INSTALLED ON ALL VIEWING PLATFORMS,
REGARDLESS OF DISTANCE FROM DECK TO GROUND)
CONSTRUCTION JOINT BETWEEN SLABS
SIMPSON LUS310 JOIST HANGER
3X12 JOIST
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037760
CAFQ Firm License No,
Suite
421 Fayetteville
S
Suite
Raleigh, NC 27
T 919.380.8
www.stewartinc.<
STEWART
3X12 JOIST —1 10X10 POST CAP
3X12 DECK SUPPORT
6" DATE: JUNE 6, 2014
(TYP.) REVISIONS:
NO. DATE
SECTION A -A
PROJECT NO.:
TYPICAL BOARDWALK DETAILS
(SEE SHEET SB -1 FOR SECTION A -A)
X12044.00
ISCALE: NTS
SB -3

10'_0" 101_01, 10' -0"
►T- ►I ►►
(HORIZ. SECTION) (SECTION BASED ON HORIZ. DIST.) (HORIZ. SECTION)
ELEVATION VIEW WITH SLOPED DECKING
OnAOnIA /Ai iZ n17f-%innif-%
FRAMING PLAN AT BEND
o,
V �
CONTINUOUS 4X4 TOE RAIL WITH 2 -�/2" DIA. HEX �
BOLTS AT EACH SPACER (COUNTERSINK TOP). .�
PROVIDE 1" CHAMFER ON EACH SIDE OF 4X4.
(TYP.)
10' -0"
3 x 12 x 18" BLOCKING
AT OUTSIDE JOISTS
2 -3/4" x 16" LAG BOLT l
DRILLED INTO CENTER SIMPSON LTS12 TWIST
OF PILE (TYP.) STRAP (TYP. EA. JOIST)
SIMPSON LSTA12 FLAT
STRAP (EA. SIDE) (TYP.) 7.5" MIN. TIP DIA.
TIMBER PILING
10 x 10 POST CAP (TYP.) DRIVEN TO REFUSAL
2 -3/4" 0 X 16" LAG
BOLT DRILLED INTO
CENTER OF PILE
10X10 PILE CA
'SON LSTA12 FLAT STRA
4X4 S PACE R
V LONG
AT 4' -0" CTS.
(TYP.)
ATTACH 4X4 SPACER
1' LONG BENEATH DECKING
WITH FIBERGLASS
BOARDWALK DECKING
- = I I_I11=
IP6 111=1
TYPICAL SECTION - BOARDWALK NO. 1
1:)"12JOIST
TYPICAL BOARDWALK DETAILS
END VIEW
BOARDWALK DECKING
3 X 12 STRINGER -
3 X 12 SPLICE BLOCK
7Y2"
2 -3/4" 0 X 16" LAG
BOLT DRILLED INTO
SIMPSON LSTA12 CENTER OF PILE
FLAT STRAP
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421 Fayetteville
Suite
Raleigh, , No, -1
T 919.380.8
www.stewartinc.<
STEWART
8' -3" 1' -6" DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
J
TIMBER PILES PROJECT NO.:
ELEVATION X12044.00
BEAM CONNECTION TO TIMBER PILES
ISCALE: NTS
SB -4

2' -6"
5' -0"
2' -6" 2' -6"
5' -0"
2' -6" 2' -6"
1 10' -0" 1 10' -0" 1
ELEVATION VIEW - TIMBER CROSS BRACING
LONGITUDINAL BRACING
BRACING TO BE PLACED IN ALTERNATING BAYS WHEN DECK TO GROUND SURFACE HEIGHT IS EIGHT TO TWELVE FEET
OFFSET LONGITUDINAL BRACING CONNECTION FROM TRANSVERSE BRACING CONNECTION
2' -6" 5' -0" 2' -6" 2' -6" 5' -0" 2' -6" 2' -6"
J
1 10' -0" 1 10' -0" 1
ELEVATION VIEW
LONGITUDINAL BRACING
DECK TO GROUND SURFACE HEIGHTS GREATER THAN TWELVE FEET
OFFSET LONGITUDINAL BRACING CONNECTION FROM TRANSVERSE BRACING CONNECTION
TIMBER PILE
%8" THRU BOLT W/
WASHERS (TYP.)
2 x 6 X- BRACING (TYP.)
CLASS 1 BRACING CONNECTION DETAIL
USE IN TRANSVERSE DIRECTION WHEN DECK TO
GROUND SURFACE HEIGHT IS SIX TO TEN FEET. USE
IN LONGITUDINAL DIRECTION WHEN DECK TO
GROUND SURFACE HEIGHT 8 TO TWELVE FEET.
NOTE: USE LONGITUDINAL
BRACING IN ALTERNATE
BAYS WHEN THIS HEIGHT
EXCEEDS 8 FEET. OFFSET
LONGITUDINAL BRACING
CONNECTION FROM
TRANSVERSE BRACING
CONNECTION.
II181:3a
9/8" 0 HE)
2x6X -BRA(
SEE CLASS 1 BRP
CONNECTION DETAIL (
78" THRU BOLTS V'"
WASHERS (TYP
TRIM FLAT A'
BOLT LOCATION
TIMBER PILE
CLASS 2 BRACING
CONNECTION DETAILS
TIMBER PILES
10' -0" CLEAR WIDTH
%8" THRU BOLTS W/
WASHERS (TYP.)
2 x 6 BRACING
(TYP.)
TRANSVERSE BRACING
(DECK TO GROUND SURFACE HEIGHTS OF SIX TO TEN FEET)
SEE CLASS 2 BRACING
CONNECTION DETAILS
(TYP.)
x 6 BRACING
:TYP.)
2 x 6 X- BRACIN(
(TYP.
USE IN TRANSVERSE DIRECTION WHEN DECK TO
GROUND SURFACE HEIGHT EXCEEDS TEN FEET.
USE IN LONGITUDINAL DIRECTION WHEN DECK TO
GROUND SURFACE HEIGHT EXCEEDS TWELVE FEET.
BOARDWALK BRACING
NOTE: FOR GENERAL NOTES, SEE SHEET SB1
PILE CUT -OFF
SPACER
10' -0" CLEAR WIDTH
USE TRANSVERSE
BRACING WHEN THIS
HEIGHT EXCEEDS
6 FEET
SECTION J -J
TRANSVERSE BRACING
(DECK TO GROUND SURFACE HEIGHTS GREATER THAN TEN FEET)
1 -011
YP. )
5 THRU BOLT
1.)
TIMBER PILES
(TYP.)
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CAFQ Firm License No,
Suite
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S
Suite
Raleigh, NC 27
T 919.380.8
www.stewartinc.<
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
ISCALE: NTS
SB -5

SEE DETAIL B
8X10 PILE CAP DWG SB -2-�
FULL DEPTH BLOCKING
AT EA. POST LOCATION
(NP.)
10X10 PILE CAP
�N
�N 2 -3 X 12
° STRINGER
Co
6" MAX. (TYP.)
7.5" MIN. TIP DIAM. TIMBER PILE (TYP.)
o
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@ 5-0" CTS. (TYP.) 04
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(TYP.) x
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FENCE STAPLES
SPA. @ 18" O.C.
MAX. (TOP AND
BOTTOM) (TYP.)
CANTED 2X6
TOP RAIL
2X6 TOP RAIL
0
2 - Y/" x 4Y2" SCREWS, SCREW
FROM OPPOSITE FACE AT C
ADJACENT SET OF SCREWS
N O O a -
24"
4X6 RAIL �► A SPACER (TYP.) 4 -3/4" O X 16" LAG
POST (TYP.) BOLTS DRILLED
INTO PILE
PLAN VIEW - 20 FT SPAN 2- %8" THRU BOLTS 8 X 10 PILE CAI
(SEE DETAIL B)(TYP.)
5' -0"
36" BLACK VINYL
COATED CHAIN
LINK FENCE
SIMPSON LSTA12 FLAT STRAF
TENSION BAR (FROM DECK A SEE DETAIL A FOR CHAIN LINK TO POST
TO TOP RAIL) (VINYL ATTACHMENT DETAIL ON SHEET SB -2
COATED TO MATCH FENCE)
5' -0" 5' -0" ATTACH 2X6 TOP RAIL W /(2) #6x3"
WOOD SCREWS @ 12" CTS.
4X6 RAIL SQUARE TENSION TIES (STAGGERED
POST (TYP) POSITION BEHIND RAILS) (TYP.)
3 X 12 STRINGER
SEE BEAM CONNECTION
TO PILES DETAIL (TYP.)
DESIGN LOADS
0
al
� X
0
0
2 - 5/8" THRU BOLTS (SEE DETAIL B)
(TYP.)
ELEVATION VIEW - 20 FT SPAN
PEDESTRIAN LIVE LOAD 90 PSF
VEHICLE LIVE LOAD 10,000LB
WIND LOAD ON
SUPERSTRUCTURE 54 PSF
7.5" MIN. TIP DIAM.
TIMBER PILE (TYP.)
DOUBLE 3 x 12 JOIST NAILING PATTERN
0 V 12 JOIST
END VIEW
RAIL ATTACHED TO POST W/ MIN. OF 4 -NO.
10 x 31/2" STAINLESS STEEL SCREWS (TYP.)
3X12X18" BLOCKING AT
OUTSIDE STRINGERS
BOARDWALK DECKING
3 X 12 STRINGER —
1 %2" 1 %2"
7/"
2
4 -3/4" O X 16" LAG
BOLTS DRILLED
SIMPSON LSTA12 INTO PILE
FLAT STRAP
81-311 1 -6
7.5" MIN. TIP DIAM.
TIMBER PILES
''A U
ELEVATION
BEAM CONNECTION TO TIMBER PILES
10X10 PILE CAP
SEE BEAM CONNECTION TO
PILES DETAIL (TYP) RN
3X12 STRINGER (TYP.)
SIMPSON LTS12 TWIST
STRAP (TYP. EA. JOIST)
7.5" MIN. TIP DIAM. PILING
DRIVEN TO REFUSAL
SECTION C -C
NOTE: FOR ADDTIONAL DETAILS, SEE SECTION A -A ON DWG. SB -1
TYPICAL DETAILS FOR 20 FT BOARDWALK UNIT
FOR NOTES, SEE SHEET SB -1
3" SOLID WOOD
SPACER (TYP.)
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E'a Firm License No, C -1051
421 Fayetteville St,
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Raleigh, NC 27601
T 919.380.8750
www.stewartinc.com
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: NTS
SB-6_�
FENCE STAPLES
SPA. @ 18" O.C.
MAX. (TOP AND
BOTTOM) (TYP.)
CANTED 2X6
TOP RAIL
2X6 TOP RAIL
0
2 - Y/" x 4Y2" SCREWS, SCREW
FROM OPPOSITE FACE AT C
ADJACENT SET OF SCREWS
N O O a -
24"
4X6 RAIL �► A SPACER (TYP.) 4 -3/4" O X 16" LAG
POST (TYP.) BOLTS DRILLED
INTO PILE
PLAN VIEW - 20 FT SPAN 2- %8" THRU BOLTS 8 X 10 PILE CAI
(SEE DETAIL B)(TYP.)
5' -0"
36" BLACK VINYL
COATED CHAIN
LINK FENCE
SIMPSON LSTA12 FLAT STRAF
TENSION BAR (FROM DECK A SEE DETAIL A FOR CHAIN LINK TO POST
TO TOP RAIL) (VINYL ATTACHMENT DETAIL ON SHEET SB -2
COATED TO MATCH FENCE)
5' -0" 5' -0" ATTACH 2X6 TOP RAIL W /(2) #6x3"
WOOD SCREWS @ 12" CTS.
4X6 RAIL SQUARE TENSION TIES (STAGGERED
POST (TYP) POSITION BEHIND RAILS) (TYP.)
3 X 12 STRINGER
SEE BEAM CONNECTION
TO PILES DETAIL (TYP.)
DESIGN LOADS
0
al
� X
0
0
2 - 5/8" THRU BOLTS (SEE DETAIL B)
(TYP.)
ELEVATION VIEW - 20 FT SPAN
PEDESTRIAN LIVE LOAD 90 PSF
VEHICLE LIVE LOAD 10,000LB
WIND LOAD ON
SUPERSTRUCTURE 54 PSF
7.5" MIN. TIP DIAM.
TIMBER PILE (TYP.)
DOUBLE 3 x 12 JOIST NAILING PATTERN
0 V 12 JOIST
END VIEW
RAIL ATTACHED TO POST W/ MIN. OF 4 -NO.
10 x 31/2" STAINLESS STEEL SCREWS (TYP.)
3X12X18" BLOCKING AT
OUTSIDE STRINGERS
BOARDWALK DECKING
3 X 12 STRINGER —
1 %2" 1 %2"
7/"
2
4 -3/4" O X 16" LAG
BOLTS DRILLED
SIMPSON LSTA12 INTO PILE
FLAT STRAP
81-311 1 -6
7.5" MIN. TIP DIAM.
TIMBER PILES
''A U
ELEVATION
BEAM CONNECTION TO TIMBER PILES
10X10 PILE CAP
SEE BEAM CONNECTION TO
PILES DETAIL (TYP) RN
3X12 STRINGER (TYP.)
SIMPSON LTS12 TWIST
STRAP (TYP. EA. JOIST)
7.5" MIN. TIP DIAM. PILING
DRIVEN TO REFUSAL
SECTION C -C
NOTE: FOR ADDTIONAL DETAILS, SEE SECTION A -A ON DWG. SB -1
TYPICAL DETAILS FOR 20 FT BOARDWALK UNIT
FOR NOTES, SEE SHEET SB -1
3" SOLID WOOD
SPACER (TYP.)
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E'a Firm License No, C -1051
421 Fayetteville St,
Suite 400
Raleigh, NC 27601
T 919.380.8750
www.stewartinc.com
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: NTS
SB-6_�
SECTION C -C
NOTE: FOR ADDTIONAL DETAILS, SEE SECTION A -A ON DWG. SB -1
TYPICAL DETAILS FOR 20 FT BOARDWALK UNIT
FOR NOTES, SEE SHEET SB -1
3" SOLID WOOD
SPACER (TYP.)
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E'a Firm License No, C -1051
421 Fayetteville St,
Suite 400
Raleigh, NC 27601
T 919.380.8750
www.stewartinc.com
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: NTS
SB-6_�

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3 X 12 WING WALL BOARDS %2" EXPANSION JOINT p
AS REQUIRED (3 MINIMUM) 8-4
REINFORCED
c�#
CONCRETE TRAIL,
bn
BOARDWALK DECKING
#4 BARS @ 12" CTS.
10" THICK CONCRETE PAVING �► A 3 X 12 JOIST r "O
BOLLARD FOOTING
�-A
1044 BARS @ 12" CTS.
5' -0"
10' -0"
PLAN VIEW
10' -0"
SECTION B -B
NOTE:
PAYMENT FOR CONCRETE TRAIL AT EACH END OF BOARDWALK WILL BE MADE
UNDER THE PAY ITEM "CONCRETE APPROACH ".
5' -0"
BOLLARD
SEE SHEET 2B
BOARDWALK /BRIDGE
BOARDWALK APPROACH
BRIDGE APPROACH
SEE SHEET S -2
/2" EXPANSION
6„ JOINT
FINISHED GRADE
APPROACH SLAB
COMPACTED SUBGRADE
6" COMPACTED ABC
PILE CAP
TIMBER PILE (TYP)
�Uvo v� vv o
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1 _o n n o r-1 idol
VIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII \ COMPACTED ABC
\ GEOTEXTILE FABRIC
COMPACTED
SUBGRADE
CONCRETE /BOARDWALK CONNECTION
10' -0"
611 #4 BARS @ 12" CTS.
APPROACH SLAB
#4 BARS @ 12" CTS.
10"
0 0 0 0 00
-1II o0 o0 0
- -1I —= 1I1 =1II II
6„
6" COMPACTED ABC
COMPACTED SUBGRADE
#4 B /\ n r1 A x1 11 T P1
REINFORCED
CONCRETE
APPROACH SL
COMPP
TYPICAL DETAILS FOR BOARDWALK APPROACH
SECTION A -A
19' -n" Tn FNn nF
COMPACTED
SUBGRADE
ASPHALT /CONCRETE CONNECTION
M
PACTED ABC
2" OF SF9.5B ASPHALT
GEOTEXTILE FABRIC
NOTE: GEOTEXTILE TO EXTEND FULL WIDTH OF TRANSITION.
COST OF GEOTEXTILE TO BE INCLUDED WITH THE PAY ITEM
"CONCRETE APPROACH TO BOARDWALK ".
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421 Fayetteville
Suite
Raleigh, , N NC 27
T 919.380.8
www.stewartinc.<
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
ISCALE: NTS
SB -7

7' -4" PILE SPA.
3x12 JOISTS @ 18" O.C. (MAX.)
3X12
STRINGER
s
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0A / S
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8' -3" PILE SPA. 2' -8"
3 X 12 JOISTS @ 20" O.C. (MAX.)
3X12 WING WALL BOARDS
(3 REQUIRED)
10X10 PILE CAP (TYP.)
MIDSPAN
BLOCKING (TYP.)
LONGITUDINAL CONTROL JOINT (TYP.)
7' -4" PILE SPA.
3x12 JOISTS @ 18" O.C. (MAX.)
SIMPSON LSTA12
FLAT STRAP (TYF
4X6RAIL
POST (TYP.)
PLAN VIEW - CHANCELLOR PARK DRIVE APPROACH
3" SOLID WOOD
SPACER (TYP.)
SIMPSON HU310 OR
APPROVED EQUAL
SEE DETAIL B SHEET SB -3
(TYP.)
MID -SPAN BLOCKING
FOR SPANS OVER 5'
(TYP.)
2- %" THRU BOLTS
(SEE DETAIL B SHEET SB- 2)(TYP.)
TYPICAL BOARDWALK DETAILS
xhXxy ��uCx,
6 "X6 "X16' LONG TIMBERS
#4 BARS 15" LONG 24" O.C.
TYP. EACH COURSE RE- DRILL)
REINFORCED CONCRETE TRAIL
/-- 6" ABC STONE
o
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HIN 7>�,7_J /- 8„ #57 WASHED STONE BACKFILL
95% COMPACTED SUBGRADE
BURY BOTTOM TIMBER
TIE BOTTOM TIMBER INTO GROUND
NOTES: 1. ALTERNATE HEADWALL DETAIL TO BE USED IN LOCATIONS AS DETERMINED BY ENGINEER.
2. HEADWALL SHALL UTILIZE 2, 3, 4, OR 5 - 6 "X6" TIMBERS AS DETERMINED BY ENGINEER.
3. GROUND BELOW BOTTOM TIMBER TO BE COMPACTED TO AT LEAST 95% DENSITY.
4. APPROACH RAIL SET IS REQUIRED WHEN THE ALTERNATE HEADWALL DETAIL IS UTILIZED.
SEE SHEET S -3 FOR DETAILS.
HEADWALL DETAIL
N INTO
N G 6X6
CORNER ELEVATION
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421 Fayetteville St,
Suite 400
Raleigh, NC -1051
T 919.380.8750
www.stewartinC.com
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: NTS
SB -8

n
42" BLACK VINYL
COATED CHAIN LINK
FENCE PANEL (TYP.)
SQUARE TENSION TIES -
(STAGGERED POSITION
BEHIND RAILS)
3X12X18" BLOCKING AT
OUTSIDE STRINGERS
2 -3/4 "X16" LAG BOLT
DRILLED INTO CENTER
OF PILE (TYP.)
SIMPSON LSTA12 FLAT
STRAP (EA. SIDE) (TYP.)
8X8 PILE CAP
(TYP. EXCEPT AT PLATFORM
AND 20' SPANS)
10' -0" MIN. CLEAR WIDTH
2 X 6 HANDRAIL W/
3/" RADIUS (TYP)
2X6 BOTTOM RAIL
3X12 STRINGER (TYP.)
- 2 X 4 SPACER
(CONTINUOUS)(TYP)
BOARDWALK DECKING
/ SIMPSON LTS12 TWIST
STRAP (TYP. EA. JOIST)
7.5" MIN. TIP DIAM. PILING
DRIVEN TO REFUSAL
SECTION A -A
CANTED 2X6 TOP RAIL PROVIDE
1" RADIUS CORNERS (TYP.)
0
4X6 POSTS @
5' -0" O.C.
4„
3" SOLID WOOD SPACER (TYP.)
AIl1TrC%.
1. BOARDWALKS ARE TO BE SUPPORTED ON 7.5" MIN. TIP DIAMETER DRIVEN TIMBER PILING. BOARDWALKS ARE
TO BE CONSTRUCTED USING TOP -DOWN CONSTRUCTION METHODS.
2. PILE DRIVING (BLOW COUNT) CRITERIA IS TO BE ESTABLISHED USING A PILE DRIVING ANALYZER (PDA). ONE
PDA TEST WILL BE REQUIRED PER 1,000 LINEAL FEET OF BOARDWALK BUT NOT LESS THAN ONE PDA TEST
PER BOARDWALK UNLESS ALLOWED BY THE DESIGN ENGINEER. PDA TESTING SHALL BE THE THE
RESPONSIBILITY OF THE PILE CONTRACTOR. FOR PDA TESTING SEE SPECIAL PROVISIONS FOR TIMBER
BOARDWALK (SECTION 06100).
3. BOARDWALK PILES MAY BE ADVANCED WITH IMPACT OR VIBRATORY PILE DRIVING EQUIPMENT. IF A
VIBRATORY HAMMER IS USED, A MINIMUM OF ONE PILE PER 100 LINEAL FEET OF BOARDWALK MUST BE
STRUCK WITH AN IMPACT HAMMER AFTER VIBRATORY INSTALLATION. IMPACT HAMMER BLOW COUNTS MUST
MEET THE CRITERIA ESTABLISHED BY THE AFOREMENTIONED PDA TESTING. ALL PILES INSTALLED USING
VIBRATORY EQUIPMENT, INCLUDING PDA PILES AND PILES RECEIVING FINAL HAMMER VERIFICATION, SHOULD
BE CONTINOUSLY MONITORED TO RECORD PILE PENETRATION RATES. PENETRATION RATES SHOULD BE
COMPARED TO THE NEAREST IMPACT HAMMER VERIFIED PILE FOR CAPACITY SUBSTANTIATION.
4. MINIMUM PENETRATION FOR TIMBER PILING SHALL BE 22 FEET BELOW EXISTING GROUND. WHEN MINIMUM
PENETRATION CAN NOT BE ACHIEVED WITHOUT CAUSING DAMAGE TO THE PILING, CROSS BRACING AND
HELICAL ANCHOR TIE DOWNS SHALL BE UTILIZED TO ACHIEVE THE NECESSARY LATERAL /UPLIFT
RESISTANCE. FOR DETAILS OF HELICAL ANCHORS, SEE SHEET SB -8A AND THE PROJECT SPECIFICATIONS.
5. PILING /FOOTINGS SHALL BE INSTALLED TO SUPPORT THE FOLLOWING LOADS:
L� ADJACENT TO 10 FOOT SPAN:
COMPRESSION 5.5 KIPS PER PILE (DEAD +LIVE)
UPLIFT 0.7 KIPS PER PILE
LATERAL 1.0 KIPS PER PILE
6. ALL TIMBER DIMENSIONS ARE BASED ON NOMINAL TIMBER SIZES.
NOTE: A TWENTY FT SPAN BOARDWALK IS REQUIRED FOR BOARDWALKS WITH "YES" SHOWN IN 20' SPAN COLUMN.
LOCATION OF 20 FT. SPAN WILL BE AS ESTABLISHED BY ENGINEER.
4 SEE GRIP -ABLE HANDRAIL DETAIL
SEE SHEET SB -3 FOR VIEWING PLATFORM DETAILS
BOARDWALK LENGTH WAS INCREASED 30' PER PLATFORM TO ACCOUNT FOR PLATFORM FRAMING
o BOARDWALK LENGTH WAS INCREASED 10' TO ACCOUNT FOR FLARED END FRAMING.
GRIP -ABLE HANDRAIL SUMMARY
BOARDWALK LOCATIONS
NO.
CHAIN
BEGIN STATION
ELEVATION
CHAIN
END STATION
ELEVATION
LENGTH
20' SPAN
REMARKS
1
-L1-
11+57.30
681.42
-L1-
17 +57.30
645.57
660.00'
NO
f 2 PLATFORMS
2
-L2-
33 +18.00
628.91
-L2-
33 +58.00
628.41
40.00'
YES
-
2
-L2-
36 +50.00
625.81
-L2-
36 +80.00
625.65
30.00'
NO
-
2
-L2-
55 +85.29
620.16
-L2REV-
65 +67.25
615.44
1042.00'
YES
t 2 PLATFORMS
3
-L2-
72 +87.00
619.73
-L2-
73 +27.00
621.11
40.00'
YES
-
3
-L3-
28 +83.44
616.51
-L2-
31 +33.44
621.92
260.00'
NO
C FLARED END
NOTE: A TWENTY FT SPAN BOARDWALK IS REQUIRED FOR BOARDWALKS WITH "YES" SHOWN IN 20' SPAN COLUMN.
LOCATION OF 20 FT. SPAN WILL BE AS ESTABLISHED BY ENGINEER.
4 SEE GRIP -ABLE HANDRAIL DETAIL
SEE SHEET SB -3 FOR VIEWING PLATFORM DETAILS
BOARDWALK LENGTH WAS INCREASED 30' PER PLATFORM TO ACCOUNT FOR PLATFORM FRAMING
o BOARDWALK LENGTH WAS INCREASED 10' TO ACCOUNT FOR FLARED END FRAMING.
GRIP -ABLE HANDRAIL SUMMARY
NO.
CHAIN
BEGIN STATION
END STATION
LINEAR FEET
1
-L1-
11+57.30
12 +74.37
234.14'
1
-L1-
13 +51.40
15 +04.30
305.80'
1
-L1-
15 +34.30
16 +77.30
286.00'
14" FILLET (TYP.)
2X6 HANDRAIL
1;_11 Cii I CT rTYP.)
GRIP -ABLE HANDRAIL DETAIL
RAIL POST
'ACER BLOCK
NOTE: GRIP -ABLE HANDRAIL IS TO BE USED WHEN BOARDWALK SLOPE EXCEEDS 5 %.
2X4 SPACERS ARE NOT CONTINUOUS AND SHALL BE THE WIDTH OF THE POST ONLY.
HANDRAIL SEGMENTS MUST BE CONTINUOUS ACROSS A MINIMUM OF THREE POSTS.
TYPICAL BOARDWALK DETAILS
ADJACENT TO 20 FOOT SPAN:
8.0 KIPS PER PILE (DEAD + LIVE)
0.9 KIPS PER PILE
1.5 KIPS PER PILE
7. ALL BOARDWALK SPANS SHALL HAVE FULL DEPTH BLOCKING AT EACH POST LOCATION. INTERIOR
BOARDWALK BAYS SHALL HAVE BLOCKING AT 5-0" MAX. CTS.
8. ALL EXPOSED CORNERS OF 2 X 6 TOP RAILS SHALL BE FINISHED WITH 1/2" MINIMUM RADIUS.
9. PRE - DRILLED HOLES MAY BE NECESSARY TO PREVENT SPLITTING OF TIMBERS DURING CONSTRUCTION.
10. BOARDWALK DECKING SHALL BE FIBERGLASS BRIDGE DECKING. FOR FIBERGLASS BRIDGE DECKING, SEE
SPECIFICATIONS.
11. BOARDWALK DECKING SHALL BE FASTENED TO THE 3X12 JOISTS IN A MANNER THAT DOES NOT EXTEND
ABOVE THE FINISHED BOARDWALK DECK. THE FASTENING SYSTEM SHALL BE CAPABLE OF RESISTING A
FORCE OF 1000 LBS/ PER LINEAL FOOT OF BOARDWALK.
12. ALL BOLTS, NUTS, WASHERS, ETC. SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE
WITH ASTM A153. SIMPSON STRONG TIE CONNECTORS (WHERE USED) SHALL BE GALVANIZED.
13. TREATED TIMBER AND LUMBER SHALL BE USED AND SHALL BE IN ACCORDANCE WITH 2012 NCDOT STANDARD
SPECIFICATIONS, SECTION 1082 AND SHALL BE SOUTHERN PINE, GRADE 1 OR BETTER.
14. ALL WORK SHALL BE ACCOMPLISHED AS DIRECTED BY THE ENGINEER. ANY DISCREPANCIES FOUND ON THIS
DRAWING SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING.
15. BASIS OF PAYMENT FOR THE BOARDWALK WILL BE AT THE CONTRACT UNIT
PRICES FOR BOARDWALK - 10 FT SPAN, BOARDWALK - 20 FT SPAN, BOARDWALK POSTS 7.5" MIN. TIP DIAM.,
AND FIBERGLASS BOARDWALK DECKING AND WILL BE FULL COMPENSATION FOR FURNISHING ALL MATERIAL,
LABOR, TOOLS, AND INCIDENTALS NECESSARY FOR INSTALLING IN PLACE.
16. FOR TIMBER BOARDWALK, SEE SPECIFICATIONS.
17. X -BRACE TIMBER PILES IN THE TRANSVERSE DIRECTION IN ALL BAYS WHEN TOP OF BOARDWALK EXCEEDS
6-0" IN HEIGHT FROM TOP OF DECK TO GROUND SURFACE. X -BRACE IN LONGITUDINAL DIRECTION IN
ALTERNATE BAYS WHEN TOP OF BOARDWALK EXCEEDS 8' -0" IN HEIGHT FROM TOP OF DECK TO GROUND
SURFACE. ATTACH X- BRACING TO POSTS W/ 5/8 " DIA. HEX BOLT AT EACH END. FOR BRACING DETAILS SEE
DWG. SB -5A.
18. 2X6 BOTTOM SUPPORT RAIL TO BE INSTALLED 4" ABOVE DECK SURFACE.
19. THE PILE HAMMER USED BY THE CONTRACTOR MUST BE APPROVED BY THE DESIGN ENGINEER AND BY
MECKLENBURG COUNTY PRIOR TO CONSTRUCTION.
20. 2X6 HANDRAIL SHALL BE CONTINUOUS ACROSS A MINIMUM OF THREE POSTS.
21. VINYL COATED CHAIN LINK FENCE SHALL THERMALLY BONDED AND BE KNUCKLED AT BOTH ENDS.
22. UNO = UNLESS NOTED OTHERWISE
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Firm License No, C -1051
421 Fayetteville St,
Suite 400
Raleigh, NC 27601
T 919.380.8750
www.stewartinc.com
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. I DATE
PROJECT NO.:
X12044.00
SCALE: NTS
SB- 1A

�N
0
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FENCE STAPLES
SPA. @ 18" O.C.
MAX. (TOP AND
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8X8 PILE CAP
FULL DEPTH BLOCKING
AT EA. POST LOCATION
SEE DETAIL B (TYP.) 3X12X1' -6" SPLICE BLOCK 51/2" (TYP.)
A
8X8 PILE CAP
6" MAX. -
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(TYP.)
STRINGER
7.5" MIN. TIP DIAM. TIMBER PILES
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' STRINGER 1 '
- - - - - - -- - - - - - - - - --
�► A 3" SOLID WOOD
BOARDWALK DECKING SPACER (TYP.)
4 X 6 RAIL
2- %" THRU BOLTS POST (TYP.)
PLAN VIEW - BOARDWALKS (SEE DETAIL B)(TYP.)
CANTED 2X6
TOP RAIL
2X6 TOP RAIL
5' -0"
36" BLACK VINYL
COATED CHAIN
LINK FENCE
3X12X10' -0" WING WALL BOARDS
(3 REQUIRED)
TENSION BAR (FROM DECK A__ SEE DETAIL A FOR CHAIN LINK TO POST
TO TOP RAIL) (VINYL ATTACHMENT DETAIL
COATED TO MATCH FENCE)
2' -6" 2' -6" 5' -0" VARIES ATTACH 2X6 TOP RAIL W /(2) #6x3"
WOOD SCREWS @ 12" CTS.
/4 X 6 RAIL
///---POST (TYP)
_
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10' -0"
DESIGN LOADS
PEDESTRIAN LIVE LOAD 90 PSF
WIND LOAD ON
SUPERSTRUCTURE 54 PSF
0
0
0
0
2- 5 /g" THRU BOLTS (SEE
DETAIL B)(TYP.)
7.5" MIN. TIP DIAM.
TIMBER PILES
-- = - 2X6 BOTTOM —
1I
SUPPORT RAIL
10' -0"
ELEVATION VIEW- BOARDWALKS L - A
42" BLACK VINYL COATED
CHAIN LINK FENCE (TYP.)
RAIL
DETAIL A
SIMPSON BP 5/8 - 3 (TYP.)
3X12 JOIST
FULL DEPTH BLOCKING
3X12 STRINGER
3" SOLID WOOD SPACER
DETAIL B
SQUARE TENSION TIES (STAGGERED
POSITION BEHIND RAILS) (TYP.)
RAIL ATTACHED TO POST W/ MIN. OF 4 -NO.
10 x 31/2" STAINLESS STEEL SCREWS (TYP.)
EXTEND BOARDWALK DECKING PAST OUTSIDE
POST TO COVER 3X12 AND JOIST END
REINFORCED CONCRETE TRAIL
(SEE SHEET SB -7A FOR PAVEMENT
DETAILS AND LOCATION)
0
ABC STONE
3X12X10' -0" WING WALL BOARDS
(3 REQUIRED)
63/411
TYPICAL BOARDWALK DETAILS
4 -NO. 10 X 31/2" STAINLESS STEEL
SCREWS PER RAIL PER POST (TYP.)
FENCE STAPLES SPACED
AT 18" O.C. MAX. TOP AND
BOTTOM RAILS
SQUARE TENSION TIES (STAGGERED
POSITION BEHIND RAILS)
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®® Firm License No. 21051
421 Fayetteville St,
Suite 400
Raleigh, NC 27601
T 919 380.8750
www. stewartinc.com
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: NTS
SB -2A

SIMPSON HTU28 -2
(OR APPROVED EQUAL)
SEE DETAIL B
SHEET SB -2A 3X12 BLOCKING AT EA. 3X12XV -6" SPLICE BLOCK 0 r.
POST LOCATION C
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L- 78 1 r1MU DUL 1 J
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(TYP.)
PLAN VIEW - VIEWING PLATFORM
(48" RAIL SHALL BE INSTALLED ON ALL VIEWING PLATFORMS,
REGARDLESS OF DISTANCE FROM DECK TO GROUND)
CONNECT BOARDWALK DECKING TO 3X12
DECK SUPPORT
3X12 JOIST
3X12 JOIST
3X12 DECK SUPPORT
6"
(TYP.)
SIMPSON LUS310 JOIST HANGER
3X12 JOIST
SECTION A -A
TYPICAL BOARDWALK DETAILS
(SEE SHEET SB -1A FOR SECTION A -A)
8X8 POST CAP
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Firm License No. C -1051
421 Fayetteville St,
Suite 400
Raleigh, NC 27601
T 919.380.8750
www.stewartinC.com
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: NTS
SB -3A
3X12 STRINGER
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3/4 SOLID WOOD SHIM 3X12 JOIST
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(CONTINUOUS
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(48" RAIL SHALL BE INSTALLED ON ALL VIEWING PLATFORMS,
REGARDLESS OF DISTANCE FROM DECK TO GROUND)
CONNECT BOARDWALK DECKING TO 3X12
DECK SUPPORT
3X12 JOIST
3X12 JOIST
3X12 DECK SUPPORT
6"
(TYP.)
SIMPSON LUS310 JOIST HANGER
3X12 JOIST
SECTION A -A
TYPICAL BOARDWALK DETAILS
(SEE SHEET SB -1A FOR SECTION A -A)
8X8 POST CAP
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Firm License No. C -1051
421 Fayetteville St,
Suite 400
Raleigh, NC 27601
T 919.380.8750
www.stewartinC.com
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: NTS
SB -3A

10'_0" 101_01. 10' -0"
►T- ►I ►►
(HORIZ. SECTION) (SECTION BASED ON HORIZ. DIST.) (HORIZ. SECTION)
ELEVATION VIEW WITH SLOPED DECKING
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PROVIDE 1 CHAMFER ON EACH SIDE OF 4X4.
(TYP.)
10' -0"
3 x 12 x 18" BLOCKING
AT OUTSIDE JOISTS
2 -3/4" x 16" LAG BOLT l l
DRILLED INTO CENTER SIMPSON LTS12 TWIST
OF PILE (TYP.) STRAP (TYP. EA. JOIST)
SIMPSON LSTA12 FLAT
STRAP (EA. SIDE) (TYP.) 7.5" MIN. TIP DIA.
TIMBER PILING
8 x 8 POST CAP (TYP.) DRIVEN TO REFUSAL
2 -3/4" 0 X 16" LAG
BOLT DRILLED INTO
CENTER OF PILE
8 X 8 PILE CA
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1) "12 JOIST
TYPICAL BOARDWALK DETAILS
END VIEW
BOARDWALK DECKING
3 X 12 STRINGER -
3 X 12 SPLICE BLOCK
7Y2"
2 -3/4" 0 X 16" LAG
BOLT DRILLED INTO
SIMPSON LSTA12 CENTER OF PILE
FLAT STRAP
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421 Fayetteville St,
Suite 400
Raleigh, NC 27601
T 919.380.8750
www.stewartinC.com
STEWART
8' -3" 1' -6" DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
J
TIMBER PILES PROJECT NO.:
ELEVATION X12044.00
BEAM CONNECTION TO TIMBER PILES
SCALE: NTS
SB -4A

Z-611
5' -0"
2' -6" 2' -6"
5' -0"
2' -6" 2' -6"
1 10' -0" 1 10' -0" 1
ELEVATION VIEW - TIMBER CROSS BRACING
LONGITUDINAL BRACING
BRACING TO BE PLACED IN ALTERNATING BAYS WHEN DECK TO GROUND SURFACE HEIGHT IS EIGHT TO TWELVE FEET
OFFSET LONGITUDINAL BRACING CONNECTION FROM TRANSVERSE BRACING CONNECTION
2' -6" 5' -0" 2' -6" 2' -6" 5' -0" 2' -6" 2' -6"
J
1 10' -0" 1 10' -0" 1
ELEVATION VIEW
LONGITUDINAL BRACING
DECK TO GROUND SURFACE HEIGHTS GREATER THAN TWELVE FEET
OFFSET LONGITUDINAL BRACING CONNECTION FROM TRANSVERSE BRACING CONNECTION
TIMBER PILE
%8" THRU BOLT W/
WASHERS (TYP.)
2 x 6 X- BRACING (TYP.)
CLASS 1 BRACING CONNECTION DETAIL
USE IN TRANSVERSE DIRECTION WHEN DECK TO
GROUND SURFACE HEIGHT IS SIX TO TEN FEET. USE
IN LONGITUDINAL DIRECTION WHEN DECK TO
GROUND SURFACE HEIGHT 8 TO TWELVE FEET.
NOTE: USE LONGITUDINAL
BRACING IN ALTERNATE
BAYS WHEN THIS HEIGHT
EXCEEDS 8 FEET. OFFSET
LONGITUDINAL BRACING
CONNECTION FROM
TRANSVERSE BRACING
CONNECTION.
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2x6X -BRA(
SEE CLASS 1 BRP
CONNECTION DETAIL (
78" THRU BOLTS V'"
WASHERS (TYP
TRIM FLAT A'
BOLT LOCATION
TIMBER PILE
CLASS 2 BRACING
CONNECTION DETAILS
TIMBER PILES
10' -0" CLEAR WIDTH
%8" THRU BOLTS W/
WASHERS (TYP.)
2 x 6 BRACING
(TYP.)
TRANSVERSE BRACING
(DECK TO GROUND SURFACE HEIGHTS OF SIX TO TEN FEET)
SEE CLASS 2 BRACING
CONNECTION DETAILS
(TYP.)
x 6 BRACING
:TYP.)
2 x 6 X- BRACIN(
(TYP.
USE IN TRANSVERSE DIRECTION WHEN DECK TO
GROUND SURFACE HEIGHT EXCEEDS TEN FEET.
USE IN LONGITUDINAL DIRECTION WHEN DECK TO
GROUND SURFACE HEIGHT EXCEEDS TWELVE FEET.
BOARDWALK BRACING
NOTE: FOR GENERAL NOTES, SEE SHEET SB1A
PILE CUT -OFF
SPACER
10' -0" CLEAR WIDTH
USE TRANSVERSE
BRACING WHEN THIS
HEIGHT EXCEEDS
6 FEET
SECTION J -J
TRANSVERSE BRACING
(DECK TO GROUND SURFACE HEIGHTS GREATER THAN TEN FEET)
1 -011
YP. )
5 THRU BOLT
1.)
TIMBER PILES
(TYP.)
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Firm License No. C -1051
421 Fayetteville St,
Suite 400
Raleigh, NC 27601
T 919.380.8750
www.stewartinC.com
STEWART
DATE: JUNE 6, 2014
REVISIONS.
NO. DATE
PROJECT NO.:
X12044.00
SCALE: NTS
SB -5A

SEE DETAIL B
8X10 PILE CAP DWG SB -2A-�
FULL DEPTH BLOCKING
AT EA. POST LOCATION
(NP.)
8X10 PILE CAP
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SPA. @ 18" O.C.
MAX. (TOP AND
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CANTED 2X6
TOP RAIL
2X6 TOP RAIL
0
4X6 RAIL �► A SPACER (TYP.) 4 -3/4" O X 16" LAG
POST (TYP.) BOLTS DRILLED
INTO PILE
PLAN VIEW - 20 FT SPAN 2- %8" THRU BOLTS 8 X 10 PILE CAI
(TYP.)
5' -0"
36" BLACK VINYL
COATED CHAIN
LINK FENCE
SIMPSON LSTA12 FLAT STRAF
TENSION BAR (FROM DECK A SEE DETAIL A FOR CHAIN LINK TO POST
TO TOP RAIL) (VINYL ATTACHMENT DETAIL ON SHEET SB -2
COATED TO MATCH FENCE)
5' -0" 5' -0" ATTACH 2X6 TOP RAIL W /(2) #6x3"
WOOD SCREWS @ 12" CTS.
4X6 RAIL SQUARE TENSION TIES (STAGGERED
POST (TYP) POSITION BEHIND RAILS) (TYP.)
3 X 12 STRINGER
SEE BEAM CONNECTION
TO PILES DETAIL (TYP.)
DESIGN LOADS
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ELEVATION VIEW - 20 FT SPAN
PEDESTRIAN LIVE LOAD 90 PSF
VEHICLE LIVE LOAD 10,000LB
WIND LOAD ON
SUPERSTRUCTURE 54 PSF
0
7.5" MIN. TIP DIAM.
TIMBER PILE (TYP.)
2 - Y/" x 4Y2" SCREWS, SCREW
FROM OPPOSITE FACE AT C
ADJACENT SET OF SCREWS
24" t
DOUBLE 3 x 12 JOIST NAILING PATTERN
0 V 12 JOIST
END VIEW
RAIL ATTACHED TO POST W/ MIN. OF 4 -NO.
10 x 31/2" STAINLESS STEEL SCREWS (TYP.)
3X12X18" BLOCKING AT
OUTSIDE STRINGERS
BOARDWALK DECKING
3 X 12 STRINGER —
1 %2" 1 %2"
7/"
2
4 -3/4" O X 16" LAG
BOLTS DRILLED
SIMPSON LSTA12 INTO PILE
FLAT STRAP
81-311 1 -6
7.5" MIN. TIP DIAM.
TIMBER PILES
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BEAM CONNECTION TO TIMBER PILES
8X10 PILE CAP
SEE BEAM CONNECTION TO
PILES DETAIL (TYP) RN
3X12 STRINGER (TYP.)
SIMPSON LTS12 TWIST
STRAP (TYP. EA. JOIST)
7.5" MIN. TIP DIAM. PILING
DRIVEN TO REFUSAL
SECTION C -C
NOTE: FOR ADDTIONAL DETAILS, SEE SECTION A -A ON DWG. SB -1A
TYPICAL DETAILS FOR 20 FT BOARDWALK UNIT
FOR NOTES, SEE SHEET SB -1A
3" SOLID WOOD
SPACER (TYP.)
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421 Fayetteville St,
Suite 400
Raleigh, NC 27601
T 919.380.8750
www.stewartinC.com
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: NTS
SB -6A
FENCE STAPLES
SPA. @ 18" O.C.
MAX. (TOP AND
BOTTOM) (TYP.)
CANTED 2X6
TOP RAIL
2X6 TOP RAIL
0
4X6 RAIL �► A SPACER (TYP.) 4 -3/4" O X 16" LAG
POST (TYP.) BOLTS DRILLED
INTO PILE
PLAN VIEW - 20 FT SPAN 2- %8" THRU BOLTS 8 X 10 PILE CAI
(TYP.)
5' -0"
36" BLACK VINYL
COATED CHAIN
LINK FENCE
SIMPSON LSTA12 FLAT STRAF
TENSION BAR (FROM DECK A SEE DETAIL A FOR CHAIN LINK TO POST
TO TOP RAIL) (VINYL ATTACHMENT DETAIL ON SHEET SB -2
COATED TO MATCH FENCE)
5' -0" 5' -0" ATTACH 2X6 TOP RAIL W /(2) #6x3"
WOOD SCREWS @ 12" CTS.
4X6 RAIL SQUARE TENSION TIES (STAGGERED
POST (TYP) POSITION BEHIND RAILS) (TYP.)
3 X 12 STRINGER
SEE BEAM CONNECTION
TO PILES DETAIL (TYP.)
DESIGN LOADS
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VEHICLE LIVE LOAD 10,000LB
WIND LOAD ON
SUPERSTRUCTURE 54 PSF
0
7.5" MIN. TIP DIAM.
TIMBER PILE (TYP.)
2 - Y/" x 4Y2" SCREWS, SCREW
FROM OPPOSITE FACE AT C
ADJACENT SET OF SCREWS
24" t
DOUBLE 3 x 12 JOIST NAILING PATTERN
0 V 12 JOIST
END VIEW
RAIL ATTACHED TO POST W/ MIN. OF 4 -NO.
10 x 31/2" STAINLESS STEEL SCREWS (TYP.)
3X12X18" BLOCKING AT
OUTSIDE STRINGERS
BOARDWALK DECKING
3 X 12 STRINGER —
1 %2" 1 %2"
7/"
2
4 -3/4" O X 16" LAG
BOLTS DRILLED
SIMPSON LSTA12 INTO PILE
FLAT STRAP
81-311 1 -6
7.5" MIN. TIP DIAM.
TIMBER PILES
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BEAM CONNECTION TO TIMBER PILES
8X10 PILE CAP
SEE BEAM CONNECTION TO
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3X12 STRINGER (TYP.)
SIMPSON LTS12 TWIST
STRAP (TYP. EA. JOIST)
7.5" MIN. TIP DIAM. PILING
DRIVEN TO REFUSAL
SECTION C -C
NOTE: FOR ADDTIONAL DETAILS, SEE SECTION A -A ON DWG. SB -1A
TYPICAL DETAILS FOR 20 FT BOARDWALK UNIT
FOR NOTES, SEE SHEET SB -1A
3" SOLID WOOD
SPACER (TYP.)
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421 Fayetteville St,
Suite 400
Raleigh, NC 27601
T 919.380.8750
www.stewartinC.com
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: NTS
SB -6A
SECTION C -C
NOTE: FOR ADDTIONAL DETAILS, SEE SECTION A -A ON DWG. SB -1A
TYPICAL DETAILS FOR 20 FT BOARDWALK UNIT
FOR NOTES, SEE SHEET SB -1A
3" SOLID WOOD
SPACER (TYP.)
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421 Fayetteville St,
Suite 400
Raleigh, NC 27601
T 919.380.8750
www.stewartinC.com
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: NTS
SB -6A

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10' -0"
PLAN VIEW
10' -0"
SECTION B -B
NOTE:
PAYMENT FOR CONCRETE TRAIL AT EACH END OF BOARDWALK WILL BE MADE
UNDER THE PAY ITEM "CONCRETE APPROACH ".
5' -0"
BOLLARD
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3 X 12 WING WALL BOARDS
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ASPHALT /CONCRETE CONNECTION
PACTED ABC
2" OF SF9.5B ASPHALT
GEOTEXTILE FABRIC
NOTE: GEOTEXTILE TO EXTEND FULL WIDTH OF TRANSITION.
COST OF GEOTEXTILE TO BE INCLUDED WITH THE PAY ITEM
"CONCRETE APPROACH TO BOARDWALK ".
17AU Firm License 27601
421 Fayetteville St,
Suite 400
Raleigh, , N NC 27601
T 919.380.8750
www. stewartinc.com
STEWART
DATE: JUNE 6, 2014
REVISIONS:
NO. DATE
PROJECT NO.:
X12044.00
SCALE: NTS
TYPICAL DETAILS FOR BOARDWALK APPROACH SB-7A

7' -4" PILE SPA. 2' -8" 8' -3" PILE SPA.
2' -8" 7' -4" PILE SPA.
x `
6 "X6 "X16' LONG TIMBERS
d
,
p
#4 BARS (15" LONG)) 24" O.C.
TYP. EACH COURSE (PRE-DRILL)
3x12 JOISTS @ 18" O.C. (MAX.)
3 X 12 JOISTS @ 20" O.C. (MAX.)
3x12 JOISTS @ 18" O.C. (MAX.)
REINFORCED CONCRETE TRAIL
u
3X12 WING WALL BOARDS
SIMPSON LSTA12
3" SOLID WOOD
- - X
6" ABC STONE
3 REQUIRED
FLAT STRAP (TYP.)
SPACER TYP.
( )
0 0
811 #57o WASHED STONE BACKFILL
8X8 PILE CAP (TYP.)
o0 95% COMPACTED SUBGRADE
ono
3 X 12
oa
STRINGER
- ciie
MIDSPAN
7\\ 77\ �
BURY BOTTOM TIMBER
�
BLOCKING (TYP.)
TIE BOTTOM TIMBER INTO GROUND
SIMPSON HU310 OR
APPROVED EQUAL
ELEVATION
SEE DETAIL B SHEET
gyp,,
SB -3A
NOTES: 1. ALTERNATE HEADWALL DETAIL TO BE USED IN LOCATIONS AS DETERMINED BY ENGINEER.
"X6"
(TYP.)
2. HEADWALL SHALL UTILIZE 2, 3, 4, OR 5
- 6 TIMBERS AS DETERMINED BY ENGINEER.
�• ,p,, +
MID - SPAN BLOCKING
3. GROUND BELOW BOTTOM TIMBER TO BE COMPACTED TO AT LEAST 95% DENSITY.
0
FOR SPANS OVER 5
4. APPROACH RAIL SET IS REQUIRED WHEN THE ALTERNATE HEADWALL DETAIL IS UTILIZED.
SEE SHEET S FOR DETAILS.
O� '9+
(TYP.)
-3
Q
J
osx�sA
J
5/8
LU
2- THRU BOLTS
�C� �1`
w
(SEE DETAIL B SHEET SB- 2A)(TYP.)
�P
45° FLARED WINGS
V LLJ
4 X 6 RAIL
w =
POST (TYP.)
w a
U
PLAN VIEW - CHANCELLOR PARK DRIVE
APPROACH
��_,%
#4 REBAR DRIVEN INTO
6X6
O
�•
NOTE: CROSS BRACING NOT SHOWN FOR CLARITY
�`'�' �:��.
p
Q, Fla f '•
HELICAL ANCHORS ARE REQUIRED WHEN PILES ARE NOT INSTALLED TO THE
Q0
5EAL r'
MINIMUM DEPTH INDICATED IN NOTE 5 ON SHEET SB1A AND /OR AS DIRECTED
7760
BY THE ENGINEER.
HELICAL ANCHOR SHALL BE LOCATED AS CLOSE TO THE POST CAP
3X12 STRINGER (TYP.)
CENTERLINE AS POSSIBLE WITHOUT CAUSING DAMAGE TO JOISTS, POST CAPS,
CORNER ELEVATION
AND CROSS BRACING DURING INSTALLATION.
Film license No. C -1051
421 Fayetteville St,
Suite 400
INSTALLATION OF HELICAL ANCHORS SHALL BE DONE USING TOP DOWN
--
1
Raleigh, NC 27601
www.steartin T 9wartin.8750
c.com
METHODS. EQUIPMENT WEIGHING LESS THAN 10,000 LBS CAN ACCESS THE
- -
� � n n n
-�
APPROACH HANDRAIL SET
ST EWART
BENTS BY TRAVELING DOWN THE BOARDWALK. A LIMITED NUMBER OF DECK
1 1
1, 1, 11 11 11
(SEE S -3 FOR DETAILS)
PANELS SHALL BE REMOVED AND REPLACED AT EACH BENT LOCATION TO
COMPLETE THIS WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING
THE DECK PANELS FROM DAMAGE DONE BY THE EQUIPMENT. ANY DECK
PANELS REMOVED SHALL BE REPLACED IN LIKE CONDITION. DAMAGE DONE
TO THE BOARDWALKS FROM THIS WORK SHALL BE THE RESPONSIBILITY OF
0
THE CONTRACTOR AND SHALL BE REPAIRED TO THE SATISFACTION OF THE
_
ENGINEER.
_ =
1 r =_ 11
=1
E
FOR ADDITIONAL NOTES ON HELICAL INSTALLATION, SEE SPECIFICATIONS.
5/6" 0 STAINLESS
STEEL
WIRE ROPE
HELICAL AN OR
#4 REBAR DRIVEN
POST CAP .—.
INTO INTERLOCKING
oQ
DATE: JUNE 6, 2014
/6" 0 STAINLESS
REVISIONS:
No.
DATE.
STEEL WIRE ROPE
7.5" MIN. TIP TIMBER PILING
EYE BOLT
DRIVEN TO REFUSAL
r
101
GUY ADAPTER
PLAN
HELICAL ANCHOR
SECTION
TRIM FLUSH HEADWALL DETAIL
PROJECT NO.:
VIEW C -C
X12044.00
SCALE: NTS
HELICAL TIE -DOWN DETAILS
TYPICAL BOARDWALK DETAILS
SB-8