Roanoke_BC36_44_plans.pdf
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R o a n o k e
R iv e r F lo d e d u c ti o n
P ro je c t B e n c h
C u ts a n d
IF
B
N
W
H N B
Roanoke River Flood Reduction Project Bench Cuts 036 and 044
Roanoke River Basin Roanoke, Virginia
IFB No. W912HN-10-B-0004
This project was designed by the Wilmington District of the U.S. Army Corps of Engineers
The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
VIRGINIA Richmond
CharlottesvilleStaunton
Norfolk
Newport News
Salem
Wytheville
Emporia
W e s t
V ir g in ia
North Carolina
Maryland
K e n tu ck y
64 81
ROANOKE
LA (SHEET OF 5
SHEET PLATE
COVER SHEET
1 X-1 INDEX OF DRAWINGS
2 X-2 PROJECT AND DRAWING LAYOUT
CHANNEL IMPROVEMENT
3 P-1 GENERAL NOTES AND LEGEND
4 P-2 TYPICAL SECTIONS AND DETAILS BENCH CUT
5 P-3 BENCH CUT 036 PLAN AND PROFILE STA 36+60.65 TO 43+35.25
6 P-4 BENCH CUT 044 PLAN AND PROFILE STA. 44+85.90 TO 56+89.95
7 P-5 SNAGGING AND DEBRIS REMOVAL CL STA 58+25 TO 66+00
8 P-6 BENCH CUT 036 CROSS SECTIONS STA 36+60.65 TO 42+00
9 P-7 BENCH CUT 036 CROSS SECTIONS STA 42+50 TO 43+35.25
10 P-8 BENCH CUT 044 RAMP CROSS SECTIONS STA 10+00 TO 13+70
11 P-9 BENCH CUT 044 CROSS SECTIONS STA. 44+85.90 TO 50+00
12 P-10 BENCH CUT 044 CROSS SECTIONS STA. 50+50 TO 56+00
13 P-11 BENCH CUT 044 CROSS SECTIONS STA. 56+50 TO 56+89.95
LANDSCAPING
14 LS-1 TYPICAL LANDSCAPING DETAILS
15 LS-2 TYPICAL LANDSCAPING DETAILS
16 LS-3 LANDSCAPING DETAILS CL STA 36+00 TO 44+75 & LEGEND
17 LS-4 LANDSCAPING DETAILS CL STA 44+75 TO 58+25
RIGHT-OF-WAY
18 RW-1 RIGHT-OF-WAY CL STA 34+00 TO 44+75
19 RW-2 RIGHT-OF-WAY CL STA 44+75 TO 58+25
20 RW-3 RIGHT-OF-WAY CL STA 58+25 TO 70+50
EROSION & SEDIMENT CONTROL
21 EC-1 EROSION & SEDIMENT CONTROL DETAILS
22 EC-2 BENCH CUT 036 EROSION & SEDIMENT CONTROL CL STA 37+00 TO 44+75
23 EC-3 BENCH CUT 044 EROSION & SEDIMENT CONTROL CL STA 44+75 TO 57+75
DEMOLITION
24 DL-1 BENCH CUT 036 DEMOLITION CL STA 37+00 TO 44+75
25 DL-2 BENCH CUT 044 DEMOLITION CL STA 44+75 TO 57+75
EAST GATE DISPOSAL AREA SITE PROJECT
LUMSDEN ASSOCIATES, P.C."
ENGINEERS, SURVEYORS, PLANNERS
26 LUMSDEN ASSOCIATES COVER SHEET
27 GENERAL NOTES AND DETAILS
28 OVERALL GRADING PLAN
29 PHASE I GRADING & EROSION & SEDIMENT CONTROL PLAN (+/- 67,000 CY FILL)
30 PHASE 2 GRADING & EROSION & SEDIMENT CONTROL PLAN (+/- 44,000 CY FILL)
31 PHASE 3 GRADING & EROSION & SEDIMENT CONTROL PLAN (+/- 21,000 CY FILL)
32 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
33 SEDIMENT BASIN DETAILS
X-1
SHEET PLATE
TITLENO. NO.
IN
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E X
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IN
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PLATE
NUMBER
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X-1
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N rr d ra w in g in d e x .d g n
ROANOKE RIVER FLOOD REDUCTION PROJECT BENCH CUTS 036, 044, AND 099
L C
D R
R N
SHEET 1 OF 33
R O
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F L O
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D
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O
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IN
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K E
V
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IN
IA
C
SCALE: 1’’= 300’
300300 150 6000
SCALE IN FEET
rr lo
1b C .d g n
N/ S
RY
N
N/S RY
N
N/ S
RY
ROANOKE RIVER
ROANOKE RIVER
R O
A N
O
E R
ROANOKE
RIV
ER
X-2
P R
O J E
C T
A N
D D
R A
W
L
Y O
U T
E D
G E
W O
O D
S T
ROANOKE AVE
BERKLEY AVE
U N I
R E
E T
B U
R
EDGEWOOD
ST
B U
R
E D
G E
W O
O D
S
T
E D
G E
W O
MAIDEN LN
RAILROAD
AVENUE
R
A N
D
S
R
O U T E
V E
K O
R
BRANDON (US ROUTE 11) AVE
BRANDON
AVENUE
M O
U N T
A I
N
VI
EW
P E T E
E
A D
WESTOVER AVE
WESTOVER AVE
MAIDEN LN
MEMORIAL AVE
M O
U N
T A I
V
W
R R
A C
E
TERRACE
BERKLEY AVE
DENNISTON AVE
MEMORIAL AVE
BENCH CUT 036
ASPHALT SERVICE
ROAD
AERIAL WAY DRIVE
BENCH CUT 044
P E
T E
E
A D
BLUE RIDGE DR
REF
NOTES:
1. PLATE REFERENCE NOS. ARE LOCATED BELOW THE PLATE NO. &
SHEET NO. DESIGNATION AREA ON THE DRAWINGS.
2. THE PLATE DESIGNATIONS ARE AS FOLLOWS:
LS = LANDSCAPING
RW = RIGHT OF WAY
EC = EROSION CONTROL
DL = DEMOLITION
P LS RW EC DL
P = BENCHCUTS,CLEARING & SNAGGING
PLATE
036 3 3 1 2 1
044 4 4 2 3 2
059 5 3
PATTERSON
AVE
BENCHCUT
099 (NIC)
R/ W
R/ W
R/W
R/W
R
W
R
W
STAGING AREA
STAGING AREA
TEMPORARY
ACCESS
TEMPORARY
ACCESS
MILE POST 247
ISLAND
GRAVEL
PARKING
AREA
GRAVEL
PARKING
AREA
GRAVEL &
GRASS
AREA
ASPHALT
PARKING
AREA
ASPHALT
PARKING
AREA
ASPHALT
PARKING
AREA
ASPHALT
PARKING
AREA
GRAVEL
PARKING
AREA
ASPHALT
PARKING
AREA
CONCRETE
PARKING
AREA
ASPHALT
PARKING
AREA
GRAVEL
PARKING
AREA
GRAVEL
PARKING
AREA
CONC.
LOADING
AREA
GRAVEL
PARKING
AREA
GRAVEL
PARKING
AREA
GRAVEL
RAIL ROAD
YARD
GRAVEL
RAIL ROAD
YARD
GRAVEL
RAIL ROAD
YARD
GRAVEL
RAIL ROAD
YARD
GRAVEL
PARKING
AREA
ASPHALT
SERVICE ROAD
ASPHALT
SERVICE ROAD
ASPHALT
SERVICE ROAD
GRAVEL
SERVICE ROAD
6’
CHAIN
L
INK
FENCE
SEWER EXHAUST PIPE
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PLATE
NUMBER
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SHEET OF 33
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P-1
GENERAL NOTES
LEGEND
BASELINE
STATION
CONTROL MONUMENT
W
FIRE HYDRANT
WATER MANHOLE
WATER VALVE
WV
15" CMP
STORM DRAINAGE PIPE
DRAINAGE STRUCTURE
SANITARY SEWER
SANITARY MANHOLE
WOODS LINE
POWER LINE
POLES
GUARDRAIL
GUY
EXISTING TREE
BORING LOCATION
EDGE OF AVE
WATER SURFACE
EXISTING MINOR CONTOURS
EXISTING MAJOR CONTOURS960
FENCE
RIGHT OF WAY
48"SS 48"CPP SS or
EXISTING RIPRAP
SITE WORK NOTES
CUT SLOPES
P
CO SANITARY CLEANOUT
WATER LINEW
T TELEPHONE LINE
U/G E UNDERGROUND ELECTRIC LINE
FO FIBER OPTIC LINE
G GAS LINE
GAS
GAS VALVE
WELL
NEW RIPRAP OR STONE
WATER METER
ISLAND
ISLAND
PIPE OUTLET PROTECTION
DETAILS OR SECTION
PLATE OR PLATES
WHERE DETAIL
APPLIES
DETAIL NUMBER
PLATE WHERE DETAIL
IS DRAWN
P-3P-2,P-3
EXISTING SIGN
CONSTRUCTION EASEMENT OR
TEMPORARY CONSTRUCTION EASEMENT
G E
N E
R A L
N
O T E S
A
G E
N D
DEMOLITION NOTE:
rr g e n e ra ln o te s .d g n
1. THE CONTRACTOR SHALL NOTE THAT THE UTILITIES SHOWN WITHIN THE CONTRACT
WORK AREA ARE TO BE RELOCATED BY OTHERS.
1. THE AREA OF EXPOSED SOIL DURING CONSTRUCTION WILL BE LIMITED TO 4,000
LINEAR FEET (MEASURED ALONG THE RIVER CENTERLINE) OF UNCOMPLETED
PROJECT AT A GIVEN TIME. THESE 4,000 LINEAR FEET INCLUDE WORK ON BOTH
BANKS AND DO NOT HAVE TO BE CONTINUOUS ALONG THE RIVER CENTERLINE.
WITHIN EACH BENCH CUT, CONSTRUCTION SHALL PROCEED FROM DOWNSTREAM
TO UPSTREAM.
2. RIPRAP SHALL BE PLACED IN THE WATER WITHOUT INSTREAM (AT OR BENEATH
THE NORMAL WATER LEVEL) EXCAVATION. WHERE RIPRAP OR OTHER STONE
PROTECTION IS PLACED IN THE WATER, NO STREAM BANK CLEARING SHALL EXCEED
THE SLOPE PROTECTION BY MORE THAN 500 FEET. CONTRACTOR SHALL MINIMIZE THE
CLEARING FOR TEMPORARY ACCESS TO INSTALL THE RIPRAP. CLEARING FOR TEMPORARY
ACCESS TO INSTALL RIPRAP SHALL NOT EXCEED MORE THAN 20 FEET WIDTH. THERE
WILL BE NO DIRECT COST FOR CLEARING/GRUBBING OF TEMPORARY ACCESS TO INSTALL
RIPRAP. ALL FEATURES SHALL BE INCLUDED IN THE COSTS FOR RIPRAP INSTALLATION.
ALL TEMPORARY ACCESS TO INSTALL RIPRAP SHALL BE SEEDED AFTER COMPLETION OF
THE RIPRAP.
3. THE DEPOSITION OF EXCAVATED MATERIAL IN UPLAND AREAS SHALL BE CARRIED
OUT IN SUCH A MANNER AS TO PREVENT ITS ENTRY INTO STATE WATERS. NO
EXCAVATED MATERIAL SHALL BE STOCKPILED INSTREAM OR BETWEEN THE WATERS
EDGE AND 100 FEET LANDWARD OF THE TOP OF THE STREAMBANK.
4. ALL CONSTRUCTION EQUIPMENT SHALL BE REFUELED AT LEAST 100 FEET FROM ALL
WATERBODIES AND PROTECTED WITH SECONDARY CONTAINMENT. HAZARDOUS
MATERIALS, FUEL, LUBRICATING OIL, OR OTHER CHEMICALS SHALL BE STORED AT LEAST
100 FEET FROM ALL WATER BODIES. THE CONTRACTOR SHALL USE DRIP PANS OR DROP
CLOTHS TO CATCH DRIPS AND SPILLS IF ANY VEHICLE OR EQUIPMENT FLUIDS (I.E., MOTOR
OIL, RADIATOR COOLANT, ETC.) MUST BE DRAINED ONSITE. ALL SPENT FLUIDS SHALL BE
STORED IN SEPARATE CONTAINERS AND/OR DISPOSED OF IN ACCORDANCE WITH APPLICABLE
WASTE MANAGEMENT LAWS AND REGULATIONS.
5. THE CONTRACTOR SHALL DO ALL WORK AND PROVIDE ALL MATERIALS NECESSARY
TO PROVIDE SUITABLE CONNECTIONS TO ALL ROADS AND DRIVES ENTERING THIS
PROJECT.
6. CLEARING AND GRUBBING SHALL BE KEPT WITHIN THE LIMITS AS NOTED ON THE
TYPICAL SECTION FOR EACH FEATURE AND AS SHOWN ON THE CONTRACT
DRAWINGS. NO CLEARING AND GRUBBING SHALL BE ALLOWED BEYOND THE CONSTRUCTION
WORK LIMITS AS SHOWN ON THE PLANS. CLEARING AND GRUBBING LIMITS SHALL
BE REDUCED TO AVOID CONFLICT WITH UTILITIES, PROPERTY FENCES, ADJACENT
STRUCTURES, FEATURES, FACILITIES AND TREES. ALL EXISTING VEGETATION AND
TREES NOT WITHIN THE LIMITS OF CLEARING AND GRUBBING SHALL NOT BE REMOVED
OR DAMAGED UNLESS DIRECTED OR APPROVED BY THE CONTRACTING OFFICER’S REPRE-
SENTATIVE. HARDWOOD TREES 12 INCHES IN DIAMETER OR LARGER THAT ARE CLOSE TO
THE TOP OF BENCH CUT SLOPES AND ARE LOCATED IN NEW FILL MATERIAL 3 FEET OR LESS
HIGH THAT DO NOT ENCROACH ON NEW PAVEMENT SHALL BE PRESERVED USING METHODS AS
APPROVED BY THE CONTRACTING OFFICER’S REPRESENTATIVE.
7. THE PROJECT IS LOCATED WITHIN THE FLOODPLAIN OF THE ROANOKE RIVER AND IS
SUBJECT TO FLASH FLOODING AND INCREASE OVERLAND SHEET FLOW POTENTIAL AFTER
A RAINFALL EVENT OCCURING IN THE AREA OR AREAS UPSTREAM OF THE PROJECT. THE
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ENVIRONMENT
AND THE PROJECT WORK TO THE EXTENT POSSIBLE DURING THE CONTRACT PERIOD
WHEN WEATHER FORECASTS PREDICT A RAINFALL EVENT TO OCCUR. IN ANY EVENT, AREAS
DAMAGED DUE TO RISING WATERS AND OR SHEET FLOW DURING THE CONTRACT
PERFORMANCE PERIOD SHALL BE REPAIRED AT NO COST TO THE GOVERNMENT. THE
CONTRACTOR SHALL TAKE A PROACTIVE APPROACH TO SEEDING AND SEED AREAS PRONE
TO WASHOUT AND EROSION.
DI (DROP INLET)
CB (CATCH BASIN)
POWER
POLE
LIGHT
POLE
LAMP
POST
(CPP=CONCRETE
PRESSURE PIPE)
GUY
POLE
1. ALL DIMENSIONS ARE MEASURED HORIZONTALLY OR VERTICALLY UNLESS
OTHERWISE NOTED.
2. ALL ELEVATIONS REFER TO NATIONAL GEODETIC DATUM (NGVD 1929). ALL
GRID COORDINATES ARE VIRGINIA STATE COORDINATES - SOUTH.
3. THE "INSTREAM" (IN-WATER, BENEATH OR IN CONTACT WITH THE WATER) CONSTRUCTION PERIOD IS JULY 1
THROUGH FEBRUARY 28. CONSTRUCTION ACTIVITIES CONDUCTED OUTSIDE OF THE WATER MAY TAKE PLACE
DURING ANY TIME OF YEAR. THE CONTRACTOR MAY NOT CONDUCT CONSTRUCTION ACTIVITIES
WITHIN THE INSTREAM LIMITS OF THE ROANOKE RIVER DURING THE PERIOD 1 MARCH TO 30 JUNE.
4. A VSPM GENERAL PERMIT REGISTRATION STATEMENT - CONSTRUCTION ACTIVITY STORM
WATER DISCHARGES FOR THE CONTRACT WORK AS SHOWN ON THE PLANS HAS BEEN SUBMITTED
TO THE DEPARTMENT OF CONSERVATION AND RECREATION STORM WATER PERMITTING OFFICE IN
RICHMOND, VA. THE CITY OF ROANOKE HAS APPROVAL AUTHORITY CONCERNING ALL EROSION AND SEDIMENT
CONTROL MEASURES AND WORK FOR THIS PROJECT. THE EROSION AND SEDIMENT CONTROL PERMIT FOR THE
PROJECT HAS BEEN APPROVED BY THE CITY OF ROANOKE WITH EXCEPTION OF THE NAME OF THE CONTRACTOR’S
CERTIFIED LAND DISTURBER. THE PERMIT WILL BE COMPLETE WHEN THE CONTRACTOR FURNISHES THE NAME
TO THE CITY OF ROANOKE. A SECTION 401 WATER QUALITY CERTIFICATE HAS BEEN ISSUED FOR THIS PROJECT.
VADEQ HAS APPROVAL AUTHORITY FOR ALL WATER QUALITY ISSUES. THE CITY OF ROANOKE HAS APPROVAL
AUTHORITY CONCERNING ALL CONSTRUCTION WORK WITHIN THE FLOOD PLAIN AREA OF THE ROANOKE RIVER. SEE
SPECIFICATIONS FOR ADDITIONAL ENVIRONMENTAL CONDITONS AND REQUIREMENTS FOR THIS CONTRACT
WORK. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FOR USE OF
NON-COMMERCIAL BORROW AREAS OR DISPOSAL AREAS AND ANY AREAS USED BY THE CONTRACTOR
OUTSIDE OF THE DESIGNATED PROJECT RIGHT-OF-WAY. CONTRACTOR SHALL DOCUMENT LOCATION OF
WHERE ALL PROJECT MATERIAL IS PLACED, REGARDLESS OF CHARACTERIZATION.
5. ALL SEDIMENT AND EROSION CONTROL MEASURES ARE TO BE INSPECTED ON A DAILY BASIS.
6. ALL COFFER CELLS, CHECK DAMS, DEWATERING DEVICES AND EQUIPMENT, ETC.
NECESSARY TO DEMOLISH OR CONSTRUCT PORTIONS OF THE WORK AS SHOWN HEREIN
SHALL BE DESIGNED AND SUPPLIED BY THE CONTRACTOR AT NO ADDITIONAL CHARGE
TO THE GOVERNMENT. DESIGNS SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER
LICENSED IN VIRGINIA. DEWATERING STRUCTURE CALCULATIONS AND DRAWINGS
SHALL BE SUBMITTED TO THE CONTRACTING OFFICER’S REPRESENTATIVE FOR REVIEW
AND APPROVAL BEFORE ANY SUCH WORK IS BEGUN. THE CONTRACTOR SHALL ALLOW FOR
TEN (10) CALENDAR DAYS FOR REVIEW OF THE DEWATERING STRUCTURE. ALL COFFER CELLS,
CHECK DAMS, DEWATERING DEVICES AND EQUIPMENT, ETC. SHALL BE REMOVED IMMEDIATELY
AND DISPOSED OF IN AN APPROVED MANNER UPON ACCEPTANCE OF THE RELATED WORK.
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PLATE
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2.
NO CLEARING WILL BE ALLOWED IN THIS AREA.1.
3.
2.5
N.T.S.
SECTION
WIDTH VARIES
EXISTING GROUND
(TYPICAL ALL SECTIONS)
(SEE PLAN SHEETS)
1/2%
1’
4’
2.5
N.T.S.
WIDTH VARIES
EXISTING GROUND
(TYPICAL ALL SECTIONS)
(SEE PLAN SHEETS)
4’
HEIGHT VARIES
(SEE PLAN SHEETS)
SECTION WITH ACCESS RAMP
BENCH CUT PROFILE POINT
2.5
BENCH CUT PROFILE POINT
2%
12’
ACCESS RAMP
1’
EROSION CONTROL MATTING NOTES:
2’
2’
4’
1’
2’ 4’
4.
5.
5’
5’
10’
10’
CLEARING LIMITS
CLEARING LIMITS
SEE NOTE 3
SEE NOTE 3
NOTES FOR TYP. BENCH CUT SECTIONS
ALL EXISTING VEGETATION AND TREES NOT WITHIN THE FOOTPRINT
OF THE NEW WORK SHALL NOT BE REMOVED, DAMAGED OR DISTURBED UNLESS
DIRECTED OR APPROVED BY THE CONTRACTING OFFICER’S REPRESENTATIVE.
ROOT ZONE (BELOW DRIPLINE) SHALL BE PROTECTED FROM COMPACTION BY
EQUIPMENT WITH TEMPORARY FENCING. THE FOOT PRINT SHALL INCLUDE
CUT AND FILL LINES AND SLOPE STAKE LINES. ALL TREES 12" OR GREATER IN
DIAMETER LOCATED 10 FEET OR LESS INSIDE THE FOOT PRINT OF EMBANKMENTS,
FILLS AND TOP EDGE OF BENCH CUT SLOPES SHALL BE PRESERVED IF PRACTICAL
USING METHODS SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.
SUCH TREES SHALL NOT BE REMOVED WITHOUT PERMISSION OF THE CONTRACTING
OFFICER’S REPRESENTATIVE.
P2
P2
THE EROSION CONTROL MATTING SHALL CONFORM TO THE REQUIREMENTS
OF VDCR VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
STD. & SPEC 3.36, TREATMENT-2.
THE EROSION CONTROL MATTING SHALL BE INSTALLED IN ACCORDANCE WITH THE
VDCR VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STD. (VESCH) & SPEC 3.36,
TREATMENT-2 TYPICAL INSTALLATION (PLATES 3.36-4 AND 3.36-5) OR THE VDOT STANDARD
DRAWING EC-3 AND MANUFACTURER’S RECOMMENDATIONS.
THE CONTRACTOR SHALL USE METAL TO SECURE AND ANCHOR THE EROSION
CONTROL MATTING TO THE FINISHED GRADE. GENERAL STAPLE PATTERN TYPE C (PLATE
3.36-6) SHALL BE USED TO SECURE AND ANCHOR THE EROSION CONTROL MATTING.
FOR ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS, SEE PLATE EC-1.
FOR EROSION AND SEDIMENT CONTROL PLANS SEE PLATES EC-2 THRU EC-3
UNLESS
OTHERWISE
INDICATED
UNLESS
OTHERWISE
INDICATED
ACCESS RAMP
PROFILE POINT
(VARIES WITH HEIGHT)
PERM. EROSION
CONTROL MAT
VDOT EC-3
INSTALLATION TYPE C
(TYP)
SEE
NOTE
UNLESS
OTHERWISE
INDICATED
PERM. EROSION
CONTROL MAT
VDOT EC-3
INSTALLATION TYPE C
GENERAL STAPLE
PATTERN TYPE C
(VESCH PLATE 3.36-6)
SEE
NOTE
SEE PLANS
RAMP BACKSLOPE CLASS 1 RIPRAP
GEOTEXTILE
SEE PLANS
GEOTEXTILE
CLASS 1 RIPRAP
BENCH BACK
OR FORE SLOPE
CLASS 1 RIPRAP
CONNECTOR RAMP
FORESLOPE
2.5
2%
CONNECTOR
RAMP PROFILE
POINT
GEOTEXTILE
EXIST.
RIPRAP
2.5
BENCH CUT
BACK SLOPE
GEOTEXTILE
BENCH CUT
FORE SLOPE
EXIST.
GROUND
CLASS 1 RIPRAP
-1%
THE CLEARING LIMIT SHALL BE A MAXIMUM OF 10’ FROM TOP OF CUT THE LINE
OR TO THE LIMITS OF THE RIGHT OF WAY (WHICHEVER IS LESS). ADDITIONAL
LIMITS SHALLBE COORDINATED WITH UTILITIES, PROPERTY OWNERS (NORFOLK
SOUTHERNRAILROAD) AND FEATURES THAT MAY BE PRESENT. A SITE INVESTIGATION
WITH CONTRACTING OFFICER REPRESENTATIVE PRIOR TO START OF THE
CLEARING OPERATIONS WILL DETERMINE IF THE MAXIMUM 10 FT. DIMENSION
WOULD BE AVAILABLE. 48 HOURS PRIOR TO THE START OF THE CLEARING/
GRUBBING OPERATIONS, THE CONTRACTOR SHALL CONTACT THE CONTRACTING
OFFICER REPRESENTATIVE TO IDENTIFY VEGETATION AND TREES THAT ARE TO
REMAIN WITHIN THE FOOTPRINT. THE 10 FT. DIMENSION IS THE MAXIMUM AND
IT IS RECOMMENDED THAT THE CONTRACTOR MINIMIZE THE CLEARING WITHIN THIS
SECTION TO PRESERVE AS MUCH OF THE EXISTING GROUND COVERAGE AS POSSIBLE
(SEE NOTE 4). ALL AREAS DISTURBED BY THE CONTRACTOR OUTSIDE THE LIMITS
OF CLEARING FOR BENCH CUT SHALL BE RESEEDED AT NO ADDITIONAL COST TO THE
GOVERNMENT.
THE CLEARING LIMIT SHALL BE A MAXIMUM OF 5’ FROM THE SLOPE INTERCEPT
OF THE BENCH CUT ON THE RIVER SIDE. THE CONTRACTOR SHALL MINIMIZE
THE CLEARING OF THE STREAM BANK AREA BETWEEN THE RIVER AND THE BOTTOM
OF THE BENCH CUT SLOPE AND PRESERVE AS MUCH OF THE EXISTING VEGETATION ON
THE STREAM BANK AS PRACTICAL. THE CONTRACTOR SHALL SEED THE AREA WITHIN
5 DAYS FROM COMPLETION OF ANY FINAL GRUBBING OPERATIONS AND PROTECT
ANY REMAINING VEGETATION.
P3&P4
AS APPROVED BY THE CONTRACTING OFFICER’S REPRESENTATIVE, ALL
TREES WITHIN THE SNAGGING AND DEBRIS REMOVAL AREA THAT ARE
LEANING MORE THAN 30 DEGREES FROM VERTICAL, AND THAT ALSO
APPEAR TO BE BOTH UNSTABLE AND LIKELY TO BECOME OBSTRUCTIONS
TO RIVER FLOW SHALL BE CUT OFF AT GROUND LEVEL. NO CLEARING AND
GRUBBING OF THE EXISTING VEGETATION WILL BE ALLOWED ALONG THE
STREAMBANK AND IN ISLAND AREAS WHERE SNAGGING AND DEBRIS REMOVAL
OPERATIONS OCCUR. DURING INSTREAM SNAGGING AND DEBRIS REMOVAL,
EMBEDDED TREES AND STUMPS WILL BE TRIMMED AT GROUND LEVEL AND LEFT
IN PLACE. ALL REMOVED TREES NOT SALVAGED BY THE CONTRACTOR SHALL
BE SHREDDED AND USED FOR MULCH AS REQUIRED IN
SECTION 32 93 00 EXTERIOR PLANTS.
SLOPE
INTERCEPT
SLOPE
INTERCEPT
RIPRAP PROTECTION
CONNECTOR RAMPP2P4
SEE TYPICAL SECTION A/P-2
P2P2
A RIPRAP PROTECTION
TYPICAL SECTION
N.T.S.
N.T.S.
P2P2
B RIPRAP SWALE
TYPICAL SECTION
N.T.S.
P2P4
SEE TYPICAL SECTION B/P-2
N.T.S.
RIPRAP SWALE (ALONG > OF SWALE)
BENCH CUT PROFILE POINT
2.5
P3&P4
CONNECTOR
RAMP BACKSLOPE
> RIVER
> RIVER
P2
R/W VARIESR/W VARIES
SEE NOTE 1
SEE NOTE 2
CLEARING LIMITS
WORKING BANKOFF BANK
MAT’L. TO BE EXCAVATED
N.T.S.
10’
2.5
SEE
NOTE 1 30^
SEE NOTE 3
1/2%
SLOPE INTERCEPT
SEE
NOTE 5
5’
SLOPE INTERCEPT
SNAGGING &
DEBRIS
REMOVAL
> RIVER
> BENCH CUT
> BENCH CUT
> ACCESS RAMP
TYPICAL R/W, SNAGGING AND DEBRIS
REMOVAL LIMITS, AND CLEARING LIMITS P3,P4&P5
T Y P
IC
A L
S E
C T
IO
T
A
IL
S B
E N
T
P-2 rr b e n c h x s .d g n
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N L C
D C
R R
N
SHEET OF 33
R O
A N
O
E R
F L O
D U
C T
O J E
C T
B E
N
T S
D
R O
A N
O
A N
O K
E
V
IR
G
IN
C
NOTE:
ALL EXISTING TREES AND VEGETATED
AREAS WHICH ARE TO REMAIN
UNDISTURBED AND ARE LOCATED NEAR
WORK AREAS SHALL BE PROTECTED BY
A CONTINUOUS HIGH-VISIBILITY
4-FOOT HIGH BARRIER DURING TIMES
OF ACTIVE CONSTRUCTION. THE
BARRIER SHALL BE PLACED OUTSIDE
DRIPLINES OF EXISTING TREES
INSOFAR AS IS PRACTICAL AND BE
MAINTAINED IN GOOD REPAIR DURING
ALL ACTIVE CONSTRUCTION PERIODS IN
ADJACENT AREAS. BARRIERS SHALL BE
REMOVED IMMEDIATELY UPON COMPLETION
OF CONSTRUCTION IN ADJACENT AREAS.
BENCH CUT 036 CENTERLINE BASELINE
PI STATION NORTHING EASTING STATION OFFSET
36+60.65 3625544.7332 11044642.8828 27+26.61 125.83’ RT
38+35.18 3625414.7574 11044759.3638 28+94.84 172.31’ RT
43+01.02 3625160.1321 11045149.4510 33+62.00 175.14’ RT
43+35.25 3625143.5826 11045179.4177 33+96.14 172.62’ RT
NOTE: OFFSET DIRECTION IS FROM FORWARD TANGENT ALONG BASELINE
980980
9+75 10+00 10+50 11+00 11+50 12+00
E l e v a t i o n
E L
E L
E L
E L
P V I
E L
-8.517%
-2.118%
20.00’
BENCH CUT 036 RAMP CENTERLINE BASELINE
PI STATION NORTHING EASTING STATION OFFSET
10+00.00 3625520.0805 11044604.6355 27+07.73 167.24’ RT
10+93.21 3625489.2507 11044692.6045 27+98.42 145.67’ RT
11+66.08 3625433.6611 11044742.4226 28+70.37 165.55’ RT
980980
36+25 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50
E l e v a t i o n
P V I
E L
P V I
E L
-0.107%
980980
9+75
10+00 10+50 11+00 11+50 12+00
E l e v a t i o n
P V I
E L
0.787%
M A
T
N E
BENCH CUT 044 RAMP CENTERLINE BASELINE
PI STATION NORTHING EASTING STATION OFFSET
10+00.00 3625201.6831 11045085.7946 32+85.98 175.13’ RT
10+52.54 3625172.9630 11045129.7940 33+38.53 175.14’ RT
11+70.47 3625089.6302 11045213.5235 34+54.19 199.16’ RT
BASELINE
BL STATION NORTHING EASTING BEARING DIST.
21+37.89 3625968.6150 11044215.3990 S 57^18’27.26" E 1124.36’
32+62.25 3625361.3150 11045161.6410 S 56^52’09.90" E 354.48’
36+16.73 3625167.5770 11045458.4880
BENCH CUT 036 RAMP
CENTERLINE
PI 10+93.21
DEL = 28^14’13.16" RT
D = 35^
R = 163.70’
T = 42.06’
L = 82.34’
BENCH CUT 044 RAMP
PI 10+52.54
DEL = 11^43’47.39" RT
D = 20^
R = 286.48’
T = 29.43’
L = 58.65’
PI 11+70.47
DEL = 15^29’14.34" LT
D = 20^
R = 286.48’
T = 38.96’
L = 77.44’
P V I
P V
C
P V
T
P V I
BENCH CUT 036
EXISTING
GROUND
PROFILE BENCH CUT 036 RAMP PROFILE BENCH CUT 036
BENCH CUT 036
EXISTING
GROUND
PROFILE BENCH CUT 044 RAMP
EXISTING
GROUND
P-3
FINISHED
GRADE
FINISHED
GRADE
FINISHED
GRADE
B E
N
T
P L
O F
IL
E
S T
A
.6
T
O
.2 rr p s p .d g n
0 50 50 100FT 25
10 0 10 5 20FT
SCALE: 1’’= 50’ HORIZONTAL
SCALE: 1’’= 10’ VERTICAL
SCALE IN FEET
SNAGGING AND DEBRIS REMOVAL NOTES:
SNAGGING AND DEBRIS REMOVAL ON RIGHT BANK BETWEEN
> STA 34+00 & 44+75 (LOOKING UPSTREAM) AND ON THE
LEFT BANK BETWEEN > STA 34+00 & 37+00 (LOOKING
UPSTREAM). REMOVE ALL EXISTING DEBRIS, TIRES,
APPLIANCES, TRASH, RUBBISH, SNAGS LARGER THAN 3
INCHES IN DIAMETER, DEAD BRUSH, DEAD TREES, DEAD
VEGETATION, AND LEANING TREES AS DEFINED IN THE
SPECIFICATIONS. NO CLEARING AND GRUBBING OF THE
EXISTING VEGETATION WILL BE ALLOWED ALONG THE
STREAMBANK AND IN ISLAND AREAS WHERE SNAGGING AND
DEBRIS REMOVAL OPERATIONS OCCUR. SEE SECTION
31 11 00 OF THE SPECIFICATIONS FOR ADDITIONAL
DETAILS.
LIMITED TRACKED VEHICLE USE IN THE RIVER, INCLUDING
ACCESS TO ISLANDS, SHALL ONLY BE ALLOWED FOR THE
SELECTIVE REMOVAL OF LARGE WOODY DEBRIS THAT IS
CAUSING A HAZARD TO PROPERTY OR STRUCTURES (I.E.,
BRIDGES) OR FOR THE REMOVAL OF TRASH DURING THE
CONSTRUCTION AND MAINTENANCE PHASE. CONSTRUCTION
AND MAINTENANCE ACCESS TO ISLANDS BY A TRACKED
VEHICLE SHALL OCCUR AT ONE SPECIFIED CORRIDOR FOR
EACH ISLAND. THE CORRIDOR SHALL BE THE MOST DIRECT
ROUTE TO PROVIDE EQUIPMENT ACCESS TO THE ISLAND.
ANY DEBRIS REMOVAL ACTIVITY SHALL OCCUR BETWEEN
JULY 1 THROUGH FEBRUARY 28 OF ANY YEAR TO AVOID
THE SPAWNING PERIOD OF THE ROANOKE LOGPERCH.
NOTES:
1. FOR GENERAL NOTES AND LEGEND SEE
PLATE P-1.
2. FOR BENCHCUT SEE PLATE P-2.
3. FOR LANDSCAPING SEE
PLATE LS-1.
4. FOR RIGHT OF WAY
SEE PLATE RW-1.
5. FOR EROSION & SEDIMENT
CONTROL SEE PLATE EC-2.
6. FOR DEMOLITION SEE PLATE
DL-1.
N
DI
RE
CT
IO
N
OF
PE
TE
RS
CRE
E K
ROAD
B E
N
M P
M A
T
N E
S
T A
S
A
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N L C
D C
R R
N
SHEET OF 33
R O
A N
O
E R
F L O
D U
C T
O J E
C T
B E
N
T S
D
R O
A N
O
A N
O K
E
V
IR
G
IN
C
ROANOKE RIVER
ROANOKE RIVER
" S
PI
KE
CONTROL
P
OI
NT
" S
PI
KE
CONTROL
P
OI
NT
1 S
TORY
COM
M E
RCI
AL
B
UI
LD
IN
G d
NAI
L
CONTROL
P
OI
NT
d
NAI
L
CONTROL
P
OI
NT
d
NAI
L
CONTROL
P
OI
NT
" S
PI
KE
CONTROL
P
OI
NT
" S
PI
KE
CONTROL
P
OI
NT
GRAVE
L
PARKI
NG
ARE
A
GRAVE
L
PARKI
NG
ARE
A
AS
PH
AL
T
PARKI
NG
ARE
A
AS
PH
AL
T
PARKI
NG
ARE
A
GRAVE
L
PARKI
NG
ARE
A
S
S
S
S
S
S
" S
PI
KE
CONTROL
P
OI
NT
LO
IR
E
E
LE
V=
8.
3’
E
E
LE
V=
6.
6’
E
E
LE
V=
8.
1’
H
H
E
E
LE
V=
7.
1’
E
E
LE
V=
5.
9’
E
E
LE
V=
5.
3’
E
E
LE
V=
5.
3’
E
E
LE
V=
5.
1’
E
E
LE
V=
4.
2’
E
E
LE
V=
3.
8’
E
E
LE
V=
3.
4’
48" SEWER LINE
24" SEWER LINE
48"
SEWER
LIN
" SEWER
LIN
36" SEWER LINE
LI
GH
T
POL
E
PAD
ONLY
TOP
=9 .8
IN
V=
5.
1’
SE
NOT
#7
ON
DW
G.
#1
DGE
OF
AT
E R (T
YP
AT
E R (T
YP
AS
PH
AL
T
SE
RVI
CE
ROAD
6’ B
ARBE
D
W
IR
E
1.1
2.
6’
9.
9’
2.
8’
3.
0’
0.
9’
9.
L=
1.1
1.3
1.0
4.
8’
3.
7’
4.
2’
UNDE
R
BRI
DGE
E
LE
V= .1’
TOP
=9 .8
IN
V=
3.
3’
TOP
=9 .3
IN
V=
5.
8’
TOP
=9 .9
IN
V=
6.
2’
TOP
=9 .7
IN
V=
3.
1’
TOP
=9 .6
IN
V=
1.3
TOP
=9 .6
IN
V=
5.
0’
960 960
960960
965 965
965 965
0 970
970 970
975975
" S
PI
KE
C
C
C
C P I 4
.0
P I 3
.18
P I 4
.2
P C .1
P T .7
C
C C
C
P I1
.2
P O
B
B E
G
IN
R
A M
P
S T
A . 3
.8
B
E N
C H C
U T
P O
E
.0
D R
A M
P
P C
.1
P T
.5
P O
B
.6
S T
A . 4
B
E N
C H C
U T
P O
B
B E
G
IN
R
A M
P
P I 1
.5
P C
.5
P I 1
.4
R
R R
A
U
02 RR 07 AU 04 R
R A
U
R R
A
U
R R
S
PT
R
RP
S-
C
C
C C
1+
.5
4 +
.9
336.8
TBM DMP-6
R/R SPIKE IN POWER POLE
5’+/- LT OF BL STA 27+60+/-
EL 975.98
T
R A
V E
R
IN
T
TBM #3
R/R SPIKE IN R/R TELEPHONE POLE
5’+/- LT OF BL STA 33+45
EL 977.84
S57̂ 18’27.26"E
1124.36’
B L
P I
1+
.8
.2
.7
B
B
S56̂ 52’09.90"E
354.48’
PRELIMINARY
DO NOT USE FOR CONSTRUCTION
N
NOTE:
ALL EXISTING TREES AND VEGETATED
AREAS WHICH ARE TO REMAIN
UNDISTURBED AND ARE LOCATED NEAR
WORK AREAS SHALL BE PROTECTED BY
A CONTINUOUS HIGH-VISIBILITY
4-FOOT HIGH BARRIER DURING TIMES
OF ACTIVE CONSTRUCTION. THE
BARRIER SHALL BE PLACED OUTSIDE
DRIPLINES OF EXISTING TREES
INSOFAR AS IS PRACTICAL AND BE
MAINTAINED IN GOOD REPAIR DURING
ALL ACTIVE CONSTRUCTION PERIODS IN
ADJACENT AREAS. BARRIERS SHALL BE
REMOVED IMMEDIATELY UPON COMPLETION
OF CONSTRUCTION IN ADJACENT AREAS.
980980
11+25
11+50 12+00 12+50 13+00 13+50 14+00
E l e v a t i o n
P V
C
E L
P V I
E L
P V
T
E L
P V I
E L
0.787% -1.704%
M A
T
N E
110.00’
BENCH CUT 044 RAMP CENTERLINE BASELINE
PI STATION NORTHING EASTING STATION OFFSET
10+52.54 3625172.9630 11045129.7940 33+38.53 175.14’ RT
11+70.47 3625089.6302 11045213.5235 34+54.19 199.16’ RT
13+24.40 3625013.8871 11045348.0742 36+08.26 189.05’ RT
13+70.00 3624982.8810 11045381.9048 36+62.99 194.52’ RT
BENCH CUT 044 CENTERLINE BASELINE
PI STATION NORTHING EASTING STATION OFFSET
44+85.90 3625056.4974 11045301.5828 35+46.46 178.78’ RT
47+06.65 3624907.3440 11045464.3220 37+74.04 207.38’ RT
48+68.12 3624796.5954 11045581.8205 39+82.75 227.17’ RT
52+04.16 3624558.1817 11045818.6444 43+18.37 210.23’ RT
53+61.38 3624451.9727 11045934.5618 44+29.04 208.04’ RT
54+90.52 3624384.4145 11046044.6202 45+57.93 200.00’ RT
56+89.95 3624287.3472 11046218.8357 47+56.28 179.20’ RT
980980
44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00
57+25
E l e v a t i o n
P V I
E L
P V I
E L
-0.107%
NOTES:
1. FOR GENERAL NOTES
AND LEGEND SEE
PLATE P-1.
2. FOR BENCHCUT SEE
PLATE P-2.
3. FOR LANDSCAPING
SEE PLATE LS-2.
4. FOR RIGHT OF WAY
SEE PLATE RW-2.
5. FOR EROSION &
SEDIMENT CONTROL
SEE PLATE EC-3.
6. FOR DEMOLITION
SEE PLATE DL-2.
BASELINE
BL STATION NORTHING EASTING BEARING DIST.
32+62.25 3625361.3150 11045161.6410 S 56^52’09.90" E 354.48’
36+16.73 3625167.5770 11045458.4880 S 54^06’03.31" E 336.91’
39+53.64 3624970.0240 11045731.4060 S 41^55’10.21" E 440.65’
43+94.30 3624642.1400 11046025.8010 S 54^53’13.58" E 703.26’
50+97.56 3624237.6330 11046601.0810
BENCH CUT 044 RAMP
PI 11+70.47
DEL = 15^29’14.34" LT
D = 20^
R = 286.48’
T = 38.96’
L = 77.44’
PI 13+24.40
DEL = 13^07’45.01" RT
D = 20^
R = 286.48’
T = 32.97’
L = 65.65’
P-4
PROFILE BENCH CUT 044
PROFILE BENCH CUT 044 RAMP
EXISTING
GROUND
EXISTING
GROUND
BENCH CUT 036
FINISHED
GRADE
FINISHED
GRADE
B E
N
T
P L
O F
IL
E
S T
A
.9
T
O
.9 rr p s p .d g n
0 50 50 100FT 25
10 0 10 5 20FT
SCALE: 1’’= 50’ HORIZONTAL
SCALE: 1’’= 10’ VERTICAL
SCALE IN FEET
STAGING AREA
SNAGGING AND DEBRIS REMOVAL NOTES:
SNAGGING AND DEBRIS REMOVAL ON RIGHT BANK BETWEEN
> STA 44+75 & 58+25 AND LEFT BANK BETWEEN > STA
57+70 & 58+25 (LOOKING UPSTREAM). REMOVE ALL EXISTING
DEBRIS, TIRES, APPLIANCES, TRASH, RUBBISH, SNAGS
LARGER THAN 3 INCHES IN DIAMETER, DEAD BRUSH, DEAD
TREES, DEAD VEGETATION, AND LEANING TREES AS
DEFINED IN THE SPECIFICATIONS. NO CLEARING AND
GRUBBING OF THE EXISTING VEGETATION WILL BE ALLOWED
ALONG THE STREAMBANK AND IN ISLAND AREAS WHERE SNAGGING
AND DEBRIS REMOVAL OPERATIONS OCCUR. SEE SECTION
31 11 00 OF THE SPECIFICATIONS FOR ADDITIONAL DETAILS.
SELECTIVE REMOVAL OF LARGE WOODY DEBRIS THAT IS
CAUSING A HAZARD TO PROPERTY OR STRUCTURES (I.E.,
BRIDGES) OR FOR THE REMOVAL OF TRASH DURING THE
CONSTRUCTION AND MAINTENANCE PHASE. CONSTRUCTION
AND MAINTENANCE ACCESS TO ISLANDS BY A TRACKED
VEHICLE SHALL OCCUR AT ONE SPECIFIED CORRIDOR FOR
EACH ISLAND. THE CORRIDOR SHALL BE THE MOST DIRECT
ROUTE TO PROVIDE EQUIPMENT ACCESS TO THE ISLAND.
ANY DEBRIS REMOVAL ACTIVITY SHALL OCCUR BETWEEN
JULY 1 THROUGH FEBRUARY 28 OF ANY YEAR TO AVOID
THE SPAWNING PERIOD OF THE ROANOKE LOGPERCH.
> RIPRAP BANK
PROTECTION (14’)
SEE 4/P-2
> RIPRAP SWALE
(16’)
SEE 5/P-2
> RIPRAP SWALE
(14’) SEE 5/P-2
> RIPRAP SWALE
(10’)
SEE 5/P-2
> RIPRAP SWALE (12’)
SEE 5/P-2
M A
T
A
A
B E
N
M P
M A
T
N E
S E
E
P
L A
T E
P
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N L C
D C
R R
N
SHEET OF 33
R O
A N
O
E R
F L O
D U
C T
O J E
C T
B E
N
T S
D
R O
A N
O
A N
O K
E
V
IR
G
IN
C
C
C
CC
C
C
C
0 5
0 5 1+
0 5
0 5
0 5
ROANOKE RIVER
d
NAI
L
CONTROL
P
OI
NT
d
NAI
L
CONTROL
P
OI
NT
" S
PI
KE
CONTROL
P
OI
NT
d
NAI
L
CONTROL
P
OI
NT
" S
PI
KE
CONTROL
P
OI
NT
" S
PI
KE
CONTROL
P
OI
NT
" S
PI
KE
CONTROL
P
OI
NTTRI
PLE
" E
LM
" E
LM
" S
PI
KE
CONTROL
P
OI
NT
1 S
TORY
COM
M E
RCI
AL
B
UI
LD
IN
G
C A
N O P
Y
F
O R
G
N K S d
NAI
L
CONTROL
P
OI
NT
d
NAI
L
CONTROL
P
OI
NT
d
NAI
L
CONTROL
P
OI
NT
d
NAI
L
CONTROL
P
OI
NT
AS
PH
AL
T
PARKI
NG
ARE
A
AS
PH
AL
T
PARKI
NG
ARE
A
GRAVE
L
PARKI
NG
ARE
A
BBQ
GRI
LL
BBQ
GRI
LL
S
S
S
S
D I
IN
V=
4.
6’
C M
P
VE
NT
F
OR
SANI
TARY
SE
W E R
M
ANH
OL
E
7’ H
IG
H
" P
OL
E
" S
PI
KE
CONTROL
P
OI
NT
GRAVE
L
PARKI
NG
ARE
A
GRAVE
L
RAI
L
ROAD
YARD
GRAVE
L
PARKI
NG
ARE
A H H
E
E
LE
V=
8.
1’
E
E
LE
V=
6.
6’
E
E
LE
V=
9.
1’
E
E
LE
V=
3.
0’
E
E
LE
V=
6.
8’
E
E
LE
V=
3.
1’
E
E
LE
V=
6.
2’
E
LE
V=
0.
1’
E
E
LE
V=
9.
4’
E
E
LE
V=
8.
2’
TOP
=9 .4
IN
V=
3.
0’
#7
ON
DW
G.
#1
47.9’
.6’
ROANOKE RIVER
AT
E R (T
YP
AS
PH
AL
T
SE
RVI
CE
ROAD
6’ B
ARBE
D
W
IR
E
GRAVE
L
SE
RVI
CE
ROAD
3.
9’
1.6
2.
1’
0.
9’
0.
5’
0.
6’
1.4
0.
0’95
0.
0’
5’
1.6
9.
3’
1�
STORY
COM
M E
RCI
AL
B
UI
LD
IN
G
F F E =9 .4
1 S
TORY
COM
M E
RCI
AL
B
UI
LD
IN
G
F F E =9 .7
TOP
=9 .4
IN
V=
0.
0’
TOP
=9 .12
IN
V=
9.
9’
TOP
=9 .2
IN
V=
6.
4’
TOP
=9 .5
IN
V=
5.
4’
TOP
=9 .3
IN
V=
3.
6’
TBM
- R
AI
LR
OAD
SP
IK
E
IN
B
AS
POW
E R
POL
E
N=
.3
E =11
.7
E L=
.15
960 960
970 970
" S
PI
KE
CONTROL
POI
NT
P I 5
.5
CC
C
C
C
C C
C
S T
A
.9
P I 4
.9
P C
.5
P I 1
.4
S T
A . 4
.8
E
E N
D R
A M
P
.9
P I 1
.4
P T
.0
P C
.4
P I 4
.6
P I 4
.1
P I 5
.16
P I 5
.3
48" CPP SS
48" CPP SS
48" CPP SS
028-4 044-1 044-2
027-6
048-2 048-3
027-5
044-3
R/R SPIKE IN R/R TELEPHONE POLE
5’+/- LT OF BL STA 33+45
S54̂ 06’03.31"E 336.91’
S41̂55’10.21"E440.65’
S54^53’13.58"E
703.26’
.7
.6
B B
B
TBM #4
R/R SPIKE IN 21" FORKED LOCUST
21’+/- RT OF BL STA 43+76+/-
EL 977.45
B L
P I
.3
S56̂ 52’09.90"E
354.48’
R
R R
A
U
RR 07 AU 07
R
RP
S-
RR 07 SPT 02
B-30
P-5 rr p s p .d g n
N
0 50 50 100FT 25
SCALE: 1’’= 50’ HORIZONTAL
SCALE IN FEET
NOTE:
ALL EXISTING TREES AND VEGETATED
AREAS WHICH ARE TO REMAIN
UNDISTURBED AND ARE LOCATED NEAR
WORK AREAS SHALL BE PROTECTED BY
A CONTINUOUS HIGH-VISIBILITY
4-FOOT HIGH BARRIER DURING TIMES
OF ACTIVE CONSTRUCTION. THE
BARRIER SHALL BE PLACED OUTSIDE
DRIPLINES OF EXISTING TREES
INSOFAR AS IS PRACTICAL AND BE
MAINTAINED IN GOOD REPAIR DURING
ALL ACTIVE CONSTRUCTION PERIODS IN
ADJACENT AREAS. BARRIERS SHALL BE
REMOVED IMMEDIATELY UPON COMPLETION
OF CONSTRUCTION IN ADJACENT AREAS.
NOTES:
1. FOR GENERAL NOTES AND LEGEND SEE
PLATE P-1.
2. FOR RIGHT OF WAY
SEE PLATE RW-3.
N ’0
.3
E
.8
B L
P I
1.3
BASELINE
BL STATION NORTHING EASTING BEARING DIST.
43+94.30 3624642.1400 11046025.8010 S 54^53’13.58" E 703.26’
50+97.56 3624237.6330 11046601.0810 S 62^27’14.93" E 430.09’
55+27.65 3624038.7340 11046982.4170 N 78^13’05.24" E 100.09’
56+27.74 3624059.1720 11047080.4030 N 51^32’42.00" E 443.63’
60+71.37 3624335.0660 11047427.8090
A G
G
B
M O
V A L
C L
S T
A
T
O
SNAGGING AND DEBRIS REMOVAL NOTES:
SNAGGING AND DEBRIS REMOVAL ON RIGHT BANK BETWEEN
> STA 58+25 & 66+00 AND LEFT BANK BETWEEN > STA
58+25 & 66+00 (LOOKING UPSTREAM). REMOVE ALL
EXISTING DEBRIS, TIRES, APPLIANCES, TRASH, RUBBISH,
SNAGS LARGER THAN 3 INCHES IN DIAMETER, DEAD BRUSH,
DEAD TREES, DEAD VEGETATION, AND LEANING TREES
AS DEFINED IN THE SPECIFICATIONS. NO CLEARING AND
GRUBBING OF THE EXISTING VEGETATION WILL BE ALLOWED
ALONG THE STREAMBANK AND IN ISLAND AREAS WHERE SNAGGING
AND DEBRIS REMOVAL OPERATIONS OCCUR. SEE SECTION
31 11 00 OF THE SPECIFICATIONS FOR ADDITIONAL DETAILS.
SELECTIVE REMOVAL OF LARGE WOODY DEBRIS THAT IS
CAUSING A HAZARD TO PROPERTY OR STRUCTURES (I.E.,
BRIDGES) OR FOR THE REMOVAL OF TRASH DURING THE
CONSTRUCTION AND MAINTENANCE PHASE. CONSTRUCTION
AND MAINTENANCE ACCESS TO ISLANDS BY A TRACKED
VEHICLE SHALL OCCUR AT ONE SPECIFIED CORRIDOR FOR
EACH ISLAND. THE CORRIDOR SHALL BE THE MOST DIRECT
ROUTE TO PROVIDE EQUIPMENT ACCESS TO THE ISLAND.
ANY DEBRIS REMOVAL ACTIVITY SHALL OCCUR BETWEEN
JULY 1 THROUGH FEBRUARY 28 OF ANY YEAR TO AVOID
THE SPAWNING PERIOD OF THE ROANOKE LOGPERCH.
M A T C
H
L I
N E
S T
A
E
P L
A T E
P
E N D
P R O J E C T
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N L C
D C
R R
N
SHEET OF 33
R O
A N
O
E R
F L O
D U
C T
O J E
C T
B E
N
T S
D
R O
A N
O
A N
O K
E
V
IR
G
IN
C
ROANOKE RIVER
12" SPIKE
CONTROL POINT
12" SPIKE
CONTROL POINT
11695
12" SPIKE
CONTROL POINT
12082
12" SPIKE
CONTROL POINT
12083
12" SPIKE
CONTROL POINT
PICNIC
SHELTER
40d NAIL
CONTROL POINT
40d NAIL
CONTROL POINT
40d NAIL
CONTROL POINT
40d NAIL
CONTROL POINT
40d NAIL
CONTROL POINT
40d NAIL
CONTROL POINT
40d NAIL
CONTROL POINT
40d NAIL
CONTROL POINT
12096
12" SPIKE
CONTROL POINT
CONCRETE
PARKING
AREA
ASPHALT
PARKING
AREA
GRAVEL
PARKING
AREA
AE
RIA
L W
AY
DRIV
E
GATE
S
S
S
S S
S
CONC.
LOADING
AREA
ROCK
OUTCROPPING
HEADWALL
INV=969.6’
INV=972.8’
INV=973.5’
INV=974.0’
DI
S T E
E L
11229
PK NAIL
CONTROL POINT
GRAVEL
PARKING
AREA
GRAVEL
RAIL ROAD
YARD
GRAVEL
RAIL ROAD
YARD
GRAVEL
RAIL ROAD
YARD
U G E
UGE
U
GEU
G E
U G E
LOW WIRE
ELEV=991.9’
LOW WIRE
ELEV=990.3’
LOW WIRE
ELEV=994.9’
LOW WIRE
ELEV=998.1’
LOW WIRE
ELEV=1001.0’
LOW WIRE
ELEV=996.2’
12" SEWER LINE
S E
W E
R
LI
" S
E W E R
LI
NE
" S
E W E R
LI
8" SEWER LINE
30" SEWER LINE
" R
C P
INV=952.3’
R O A N
O
E R
EDGE OF
WATER (TYP.)
EDGE OF
WATER (TYP.)
3.
5’
.4
GUYPOLE
RIPRAP
EMBANKMENT
RIPRAP
EMBANKMENT
CURB &
GUTTER
NO SAG
R
C P
INV=959.1’
RETAINING
WALL
951.7’
951.3’
950.4’
948.4’
949.9’
948.8’
TOP=957.4’
INV=943.6’
SEE NOTE #7
ON DWG. #1
EL=969.2’
EL=967.7’
EL=967.0’
1 STORY
COMMERCIAL BUILDING
FFE=971.6’
12691
12" SPIKE
CONTROL POINT
12690
12" SPIKE
CONTROL POINT
12700
12" SPIKE
CONTROL POINT
13561
40d NAIL
CONTROL POINT
13573
40d NAIL
CONTROL POINT
WIRE FENCE
GATE
AXLE FOUND
S
S
.1’
33.6’
" S
E W
" S
E W E R
LI
8" SEWER LINE
30" SEWER LINE
ACTIVE RAILROAD
NOT LOCATED
ACTIVE RAILROAD
NOT LOCATED
TOP=957.97
INV=944.7’
TOP=959.28
INV=944.2’
TOP=962.49
INV=952.5’
TOP=960.64
INV=950.5’
TOP=975.29
INV IN=973.9
INV OUT=974.0’
TOP=969.48
INV=955.0’
SEE NOTE #7
ON DWG. #1
E D
W A T E R
(T
YP
TOP=964.06
INV=953.2’
SEE NOTE #7
ON DWG. #1
TOP=961.95
INV=950.7’
12098
TBM - RAILROAD SPIKE
AT BOTTOM OF POWER POLE
N= 362345 0.2804
E=11046818.7
EL= 977.82
TBM - RAILROAD SPIKE
IN BASEOF POWER POLE
N= 362412 0.4966
E=11047214.3
EL= 975.55
970 970
C
C
1+
69+
70+
71+
B-29
TEMPORARY
ACCESS
S62̂
27’14.93"E
430.09’
N7 8̂
13’ .24
"E
.09
N 1̂
’4
.0
"E
.6
B L
P I
.6
B
B
B
B
1.3
T B
M
#4
R R
S P
IK
C
O
P
O L E
#2
=6
B
A S E L
IN
E
S T
A
+7
E L
.8
B L
P I
.5
B L
P I
.7
0 50 50
SCALE: 1’’= 50’ HORIZONTAL
SCALE IN FEET
20 10
SCALE: 1’’= 10’ VERTICAL
C R
O S S
S E
C T
IO
N S rr p s x p .d g n
B E
N
T
2.5
0.5%
P-6
2 YEAR FLOOD
SURFACE (TYP)
1 YEAR FLOOD
SURFACE (TYP)
10 YEAR FLOOD
SURFACE (TYP)
EXISTING
GROUND (TYP)
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
36+60.65
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
37+00.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
37+50.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
38+00.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
38+50.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
39+00.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
39+50.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
40+00.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
40+50.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
41+00.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
41+50.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
42+00.00
BENCH CUT 036
ACCESS RAMP
(TYP.)
S T
A
.6
A
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N L C
D C
R R
N
SHEET OF 33
R O
A N
O
E R
F L O
D U
C T
O J E
C T
B E
N
T S
D
R O
A N
O
A N
O K
E
V
IR
G
IN
C
XP036-0
PROFILE
POINT (TYP)
0 50
SCALE IN FEET
SCALE: 1’’= 10’ VERTICAL
SCALE: 1’’= 50’ HORIZONTAL
XP036-1
C R
O S S
S E
C T
IO
N S rr p s x p .d g n
B E
N
T
P-7
1 YEAR FLOOD
SURFACE (TYP)
2 YEAR FLOOD
SURFACE (TYP)
10 YEAR FLOOD
SURFACE (TYP)
EXISTING
GROUND (TYP)
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
42+50.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
43+00.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
43+35.25
2.5
0.5%
BENCH CUT 044
ACCESS RAMP
(TYP.)
S T
A
A
.2
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N L C
D C
R R
N
SHEET OF 33
R O
A N
O
E R
F L O
D U
C T
O J E
C T
B E
N
T S
D
R O
A N
O
A N
O K
E
V
IR
G
IN
C
SCALE: 1’’= 50’ HORIZONTAL
SCALE IN FEET
20 10
SCALE: 1’’= 10’ VERTICAL
C R
O S S
S E
C T
IO
N S
P-8
EXISTING
GROUND (TYP)
E l e v a t i o n
0 25 50 75-25-50-75
10+00.00
E l e v a t i o n
0 25 50 75-25-50-75
10+25.00
E l e v a t i o n
0 25 50 75-25-50-75
10+50.00
E l e v a t i o n
0 25 50 75-25-50-75
10+75.00
E l e v a t i o n
0 25 50 75-25-50-75
11+00.00
E l e v a t i o n
0 25 50 75-25-50-75
11+25.00
E l e v a t i o n
0 25 50 75-25-50-75
11+50.00
E l e v a t i o n
0 25 50 75-25-50-75
11+75.00
E l e v a t i o n
0 25 50 75-25-50-75
12+00.00
E l e v a t i o n
0 25 50 75-25-50-75
12+25.00
E l e v a t i o n
0 25 50 75-25-50-75
12+50.00
E l e v a t i o n
0 25 50 75-25-50-75
12+75.00
E l e v a t i o n
0 25 50 75-25-50-75
13+00.00
E l e v a t i o n
0 25 50 75-25-50-75
13+25.00
E l e v a t i o n
0 25 50 75-25-50-75
13+50.00
E l e v a t i o n
0 25 50 75-25-50-75
13+70.00
1 YEAR FLOOD
SURFACE (TYP)
2 YEAR FLOOD
SURFACE (TYP)
10 YEAR FLOOD
SURFACE (TYP)
BENCH
CUT 036
PROFILE
POINT (TYP)
BENCH
CUT 044
RAMP
BENCH
CUT 036
BENCH
CUT 044
BENCH
CUT 044
EXISTING
GROUND (TYP)
PROFILE
POINT (TYP)
BENCH
CUT 044
RAMP
B E
N
T
R
A M
P
S T
A
A rr p s x p .d g n
BENCH
CUT 044
RAMP
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
C H
IE
F
D E S
C T
IO
N L C
D C
R R
N
SHEET OF 33
R O
A N
O
E R
F L O
D U
C T
O J E
C T
B E
N
T S
D
R O
A N
O
A N
O K
E
V
IR
G
IN
C
XP036-044-0
SCALE: 1’’= 50’ HORIZONTAL
SCALE IN FEET
20 10
SCALE: 1’’= 10’ VERTICAL
C R
O S S
S E
C T
IO
N S rr p s x p .d g n
B E
N
T
P-9
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
44+85.90
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
45+00.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
45+50.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
46+00.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
46+50.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
47+00.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
47+50.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
48+00.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
48+50.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
49+00.00
E l e v a t i o n
0 25 50 75 100-25-50-75-100-125-150-175
49+50.00
E l e v a t i o n
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50+00.00
BENCH CUT 044
ACCESS RAMP
(TYP.)
2 YEAR FLOOD
SURFACE (TYP)
1 YEAR FLOOD
SURFACE (TYP)
10 YEAR FLOOD
SURFACE (TYP)
EXISTING
GROUND (TYP)
2.5
0.5%
S T
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0 50
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SCALE: 1’’= 50’ HORIZONTAL
XP044-1
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1 YEAR FLOOD
SURFACE (TYP)
2 YEAR FLOOD
SURFACE (TYP)
10 YEAR FLOOD
SURFACE (TYP)
EXISTING
GROUND (TYP)
2.5
0.5%
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2.5
0 50
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SCALE: 1’’= 10’ VERTICAL
SCALE: 1’’= 50’ HORIZONTAL
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56+89.95
EXISTING
GROUND (TYP)
1 YEAR FLOOD
SURFACE (TYP)
2 YEAR FLOOD
SURFACE (TYP)
10 YEAR FLOOD
SURFACE (TYP)
0.5%
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ON SLOPES STEEPER THAN 3:1, THE FRONT CENTER OF THE PIT SHALL BE MODIFIED WHEN
REQUIRED TO INCLUDE A "V" CUT THE FULL DEPTH OF THE PIT. THE PIT SHALL BE DUG 2"
DEEPER THAN THE NORMAL MINIMUM REQUIRED DEPTH AND BACKFILLED WITH 2" OF 357 AGGREGATE, DAYLIGHTED TO THE SLOPE FACE, AND COVERED WITH GEOTEXTILE FABRIC PRIOR TO BACKFILLING
WITH SOIL MIXTURE.
MIXTURE
MIXTURE
SEEDLING
CORRUGATED 4"DIAMETER x
48"HEIGHT TRANSLUCENT PLASTIC
PROTECTIVE TUBE STRAPPED
TO 6-FOOT STAKE WITH 3 STRAPS.
PLACE 3-FOOT-DIAMETER MULCH AREA AROUND EACH NEW INDIVIDUAL TREE AND 2-FOOT-DIAMETER
FOR EACH SHRUB, EXCEPT WHERE MULCH AREAS ARE SHOWN ON THE PLANS FOR PLANT CLUSTERS.
PROVIDE AT LEAST THE EQUIVALENT OF REQUIRED INDIVIDUAL MULCH AREA FOR ALL TREES AND
SHRUBS IN CLUSTERS.
WATER NEEDED FOR BANK SEEDING, PLANTING, AND DUST CONTROL MAY BE OBTAINED FROM THE
ROANOKE RIVER ONLY IF AN APPROPRIATE DEVICE TO PREVENT ENTRAINMENT OF FISH IS INSTALLED
ON THE WATER INTAKE. THE DEVICE TO PREVENT ENTRAINMENT SHALL BE APPROVED BY THE U.S.
FISH AND WILDLIFE SERVICE. WATER WITHDRAWALS SHALL ONLY OCCUR BETWEEN JULY 1 THROUGH
FEBRUARY 28 OF ANY YEAR TO AVOID THE SPAWNING PERIOD OF THE ROANOKE LOGPERCH.
1.
RING OF SOIL
FINISHED GRADE
(TREES) (SHRUBS)
4" 4"
6"
3" MULCH
SOIL MIXTURE
6" 3" MULCH
4"
SOIL
PLACE ROOTS IN NATURAL
GROWING POSITION.
CAREFULLY WORK SOIL
AROUND ROOTS. SOAK
THE SOIL AROUND THE
ROOTS UNTIL IT IS
COMPLETELY SATURATED.
GEOTEXTILE FABRIC
FINISHED GRADE
NEW SLOPE
EDGE OF BED
ALL AREAS BETWEEN PLANTS WILL
BE CULTIVATED 6" IN DEPTH, MIN.
CULTIVATE 6"
MIN. DEPTH
ORIGINAL
SLOPE
3" MULCH
3" MULCH
RING OF SOIL ON DOWNWARD
SIDE OF SLOPE
CUT LOOSE AND DROP
ROOT BALL WRAPPING
MATERIAL TO THE
BOTTOM OF THE PIT
(TYPICAL).
4"
FINISHED GRADE
RING OF SOIL
6"
4" 4"
6"
ROOT BALL SHALL BE POSITIONED LEVEL WITH FINISHED GRADE. SOIL MIXTURE SHALL TAPER
ONTO BUT NOT OVER TOP OF THE ROOT BALL. MULCH SHALL EXTEND AT THE PROPER DEPTH
OVER THE ENTIRE ROOT BALL AND PLANTING PIT, AND SHALL BE HAND TAPERED TO THE BASE
OF ALL TRUNKS AND STEMS AFTER SPREADING.
SLOPE PLANTING
BALLED & BURLAPPED, & CONTAINER PLANTS
BED PLANTING
GENERAL NOTES:
1 2
PLANTING DETAILS
WHEN A PORTION OF A PLANT BED EXTENDS INTO AN AREA STEEPER THAN 4:1, CULTIVATION
OF THAT PORTION SHALL BE OMITTED AND THE ENTIRE AREA BETWEEN PLANTS SHALL BE
MULCHED TO BLEND IN WITH THE CULTIVATED BED.
BARE ROOT PLANTS
3" MULCH
AFTER SPREADING MULCH,
HAND TAPER TO THE BASE
OF THE TRUNK OR STEM
(TYPICAL).
NOT TO SCALE
2.
3.
4.
5.
EXISTING VEGETATION IN PROPOSED PLANTING BED AREAS (CULTIVATED AND NON-CULTIVATED)
SHALL BE MOWN TO A MAXIMUM HEIGHT OF 4", AND THEN BE TREATED WITH APPROVED HERBICIDE
AT LEAST 2 WEEKS PRIOR TO CULTIVATION, PLANTING, OR MULCHING.
WHEN BARE ROOT PLANTS ARE USED IN BEDS OR SLOPES, SHRUB AND ROOT PLACEMENT SHALL
CONFORM TO DETAIL .
(WITH TAPROOT)
IF THERE IS A TAPROOT PRESENT,
PLACE SOIL MIXTURE ENTIRE DEPTH OF
PIT. STAKE AS REQUIRED.
SOIL
FINISHED GRADE
3 SEEDLINGS
PLANT TO SAME DEPTH AS
SEEDLING GREW IN NURSERY.
DO NOT EXPOSE ROOTS AT
SURFACE. DIG HOLE DEPTH
AS REQUIRED TO ACCOMODATE
FULL LENGTH OF ROOTS.
OMIT RING OF SOIL
ON THIS SIDE OF
PLANTING SLOPE.
6.
LS-1 LS-1
LS-1 LS-1
LS-1
LS-1
(WITHOUT TAPROOT)
SPREAD THE ROOTS OVER SOIL
THEN COVER WITH SURFACE SOIL.
2" #357 AGGREGATE WHEN REQUIRED.
SEE NOTE 7 PLATE LS-2.
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PRIOR TO PLANTING ON EACH SLOPE GREATER THAN 3:1, TEST AT
LEAST 1 PIT PER 10 LINEAR FEET OF SLOPE FOR ADEQUATE
PERCOLATION. ADEQUATE PERCOLATION RATE IS CONSIDERED
DRAINAGE OF A 6" DEPTH OF WATER FROM THE PIT WITHIN 15
MINUTES. IF PERCOLATION RATE IS INADEQUATE, MODIFY ALL
PITS WITHIN THE TEST AREA FOR SLOPE DRAINAGE.
REMOVE BINDING MATERIALS FROM TRUNKS AND STEMS, AND METAL
CAGES FROM ROOT BALLS, IN A MANNER WHICH AVOIDS DAMAGE OR
DISFIGURATION TO THE PLANT AT ANY TIME DURING TRANSPORT,
PLANTING, AND MAINTENANCE. REPLACE ALL DAMAGED PLANTS AS
DIRECTED BY CONTRACTING OFFICER.
ACTIVE RIVER CHANNEL BANKS
BENCH CUT FLOODPLAIN BENCH CUT BACKSLOPE
RIVER - NORMAL WATER LINE
UNGRADED AREA TO BE REPLANTED
UNGRADED AREA
TO BE REPLANTED
CLEARED AREA
BRANCHING HEIGHT
NEW SLOPE
(1:1 MAX.
WHERE POSSIBLE)
NEW SLOPE
(1:1 MAX.
WHERE POSSIBLE)
FOREST MIX
OR FINE FESCUE
MIX
DRIVE STAKES OUTSIDE
THE BALL OR ROOT AREA
3 4
ELEVATION
PLAN
BEGIN SOIL RING
END SOIL RING
ELEVATION
PLAN
SLOPE PLANTING DETAILS
BEGIN SOIL RING
END SOIL RING
WIRE TWISTED
4" MULCH
DECIDUOUS TREES LESS THAN 2" IN CALIPER
EVERGREEN TREES LESS THAN 4’ IN HEIGHT DECIDUOUS TREES 2" IN CALIPER OR GREATER
EVERGREEN TREES 4’ IN HEIGHT OR GREATER
WIRE TWISTED
TO TIGHTEN
DOWNHILL
SIDE
UPHILL
SIDE
DEPTH OF BALL
(A.A.N. ST’D.)
GEOTEXTILE FABRIC
ABOVE AND BELOW
AGGREGATE
2" 357 AGGREGATE
WHEN REQUIRED
SOIL MIXTURE
BALLED AND BURLAPPED
A
P P
ROX.
DOWNHILL
SIDE
UPHILL
SIDE
4" MULCH
DEPTH OF BALL
(A.A.N. ST’D.)
2" 357 AGGREGATE
WHEN REQUIRED
BRANCHING HEIGHT
EXIST.
GRADE
SOIL MIXTURE
DOUBLE STRAND OF 14 GAUGE
PLIABLE GALVANIZED WIRE
(3-GUYS PER TREE, SPREAD
120^ APART)
�" DIAMETER GARDEN-HOSE
COLOR GREEN
BALLED AND
BURLAPPED
GEOTEXTILE FABRIC ABOVE
AND BELOW AGGREGATE
2" X 2" X 6’-0" LONG STAKE
3" RING OF SOIL
ON DOWNHILL
SIDE OF SLOPE
3" RING OF SOIL
ON DOWNHILL
SIDE OF SLOPE
PLANTING, STAKING, GUYING
4" MULCH DEPTH
TREE TRUNK SHALL
BE FREE OF MULCH
AND SHRUBS 4’ OR MORE IN HEIGHT
1 2
RING OF SOIL
BALL
WIRE
BALL
120^
EVERGREEN TREES 4 FEET IN HEIGHT OR GREATER
DRIVE STAKE AT
ANGLE AND DRAW
VERTICAL
1’-6"
MIN.
�" DIA. GARDEN HOSE
COLOR, GREEN
DECIDUOUS TREES LESS THAN 2" IN CALIPER
SHRUBS 4 FEET OR MORE IN HEIGHT.
EVERGREEN TREES LESS THAN 4 FEET IN HEIGHT
DECIDUOUS TREES 2" IN CALIPER OR GREATER
14 GAUGE
GALVANIZED
WIRE
CUT LOOSE AND DROP
ROOT BALL WRAPPING
MATERIALS TO THE
BOTTOM OF THE PIT
(TYPICAL)
NOT TO SCALE
NOT TO SCALE
4" MULCH DEPTH
KEEP TREE TRUNK
FREE OF MULCH
EXISTING
GRADE
2" X 2" X 6’-0" STAKE. DRIVE STAKE OUTSIDE BALL
OF ROOT AREA AT ANGLE AND DRAW VERTICAL.
MAKE TIES ABOVE FIRST BRANCH.
DRIVE STAKES OUTSIDE
THE BALL OR ROOT AREA
2" X 2" X 6’-0"
LONG STAKE
DEPTH OF STAKES
2’-0"
DEPTH OF STAKES
2’-0"
2" X 2" X 6’-0"
LONG STAKE
WIRE TIES SHALL BE 14 GAUGE GALVANIZED WIRE,
INSTALLED WITH A ONE FOOT PIECE OF GREEN
RUBBER HOSE POSITIONED TO PREVENT INJURY TO THE
BARK AT ALL POINTS OF CONTACT. ALLOW FOR 1" - 3"
LATERAL MOVEMENT IN THE STEM (DO NOT PULL WIRES TIGHT)
FOR PROPER ROOT ESTABLISHMENT. OTHER ANCHORING METHODS
AND MATERIALS MAY BE USED AS APPROVED IN WRITING
BY THE CONTRACTING OFFICER.
GENERAL NOTES
DOUBLE STAKING & STAKE PLACEMENT TRIPLE GUYING
SLOPE DRAINAGE MODIFICATION: MODIFY THE FRONT CENTER OF
THE PIT, WHEN REQUIRED, TO INCLUDE A "V" CUT THE FULL DEPTH
OF THE PIT. DIG THE PIT 2" DEEPER THAN STANDARD DEPTH AND
BACKFILL WITH 2" OF #357 AGGREGATE DAYLIGHTED TO THE SLOPE
FACE, AND COVER WITH GEOTEXTILE FABRIC PRIOR TO PLACING
EARTH BACKFILL.
TRIPLE-GUYINGDOUBLE-STAKING & STAKE PLACEMENT
ATTACH ABOVE
FIRST BRANCH
STAKING AND GUYING DETAILS
WETLAND MIX
CROSS SECTION
TYPICAL SEEDING LOCATIONS
SEED ALL DISTURBED AREAS WITHIN PROJECT LIMITS
SEE PLANS FOR DETAILED SEEDING AREAS
FOREST MIX OR
FINE FESCUE MIX TALL FESCUE MIX OR
FINE FESCUE MIX
UPLAND SHORE MIX,
TALL FESCUE MIX, OR
FOREST MIX
NOT TO SCALE
ALL DECIDUOUS TREES 2" IN CALIPER AND GREATER, AND ALL
EVERGREEN TREES 4 FT. IN HEIGHT OR TALLER
SHALL BE STAKED AND GUYED WITH 3 STAKES AS SHOWN.
MULTIPLE STEMMED DECIDUOUS TREES 4 FT. AND GREATER
IN HEIGHT SHALL BE STAKED WITH 3 STAKES SUCH THAT
3 MAIN STEMS ARE STABILIZED.
WOOD STAKES SHALL BE 2"X2"X6’-0" LONG DRESSED
HARDWOOD AND DECAY RESISTANT.
1.
5.
6.
7.
8.
LS-2 LS-2
LS-2 LS-2
CUT LOOSE AND DROP ROOT
BALL WRAPPING MATERIALS
TO THE BOTTOM OF THE PIT
(TYPICAL)
ALL OPEN EARTH AREAS SCARRED, DISTURBED, OR GRADED AS PART
OF THIS CONTRACT NOT OTHERWISE COVERED BY THE SPECIFICATIONS AND
AS NOTED ON THE DRAWINGS ARE TO BE SEEDED. AREAS OF EXPOSED TURF
DUE TO CONTRACT REQUIREMENTS SUCH AS DEMOLISHING, CLEARED, BACKFILLED
OR EXCAVATED BE SEEDED AS SPECIFIED WITH FINE FESCUE MIX. IF A MIX
IS NOT SPECIFIED FOR A PARTICULAR AREA, THEN SEED THE DISTURBED AREA
WITH FINE FESCUE MIX.
LS-3
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0 50 50 100FT 25
SCALE: 1’’= 50’ HORIZONTAL
SCALE IN FEET
AS
BN
CC
CV
CF
HC
IO
IV
NS
PF
PS
PA
QC
QR
VD
4’
3’
1’
QPA
QPH
BETULA NIGRA
CERCIS CANADENSIS
CHIONANTHUS VIRGINICUS
CORNUS FLORIDA
HALESIA CAROLINA
ILEX OPACA
NYSSA SYLVATICA
QUERCUS COCCINEA
QUERCUS PALUSTRIS
QUERCUS PHELLOS
QUERCUS RUBRA
HARDWOOD SEEDLINGS
EASTERN REDBUD
WHITE FRINGETREE
EASTERN DOGWOOD
CAROLINA SILVERBELL
AMERICAN HOLLY
WINTERBERRY
BLACK GUM
ST. JOHN’S WORT
WHITE PINE
SCARLET OAK
PIN OAK
WILLOW OAK
EASTERN RED OAK
SOUTHERN ARROWWOOD
8’, MULTISTEM
8’-10’, 2-2�" CAL.
8’-10’, 2-2�" CAL.
8’-10’, 2-2�" CAL.
8’-10’, 2-2�" CAL.
8’-10’, 2-2�" CAL.
8’-10’, 2-2�" CAL.
6’, 1�" CAL.
3 GAL.
B & B
B & B
B & B
B & B
B & B
B & B
B & B
B & B
B & B
B & B
B & B
B & B
B & B
B & B
CONTAINERS
CONTAINERS
CONTAINERS
BARE ROOT
SYMBOL COMMON NAME MINIMUM SIZE QUANTITY NOTES
PLANT LIST
B & B = BALLED AND BURLAPPED
ROADS, TRAILS,
PINUS STROBUS
ILEX VERTICILLATA
LT B & BLIRIODENDRON TULIPIFERA YELLOW POPLAR
SN 8’-10’, 2-2�" CAL. B & BSALIX NIGRA BLACK WILLOW
VIBURNUM DENTATUM
8’-10’, 2-2�" CAL.
6’, 1�" CAL.
6’, 1�" CAL.
6’, 1�" CAL.
6’, 1�" CAL.
6’, 1�" CAL.
6’, 1�" CAL.
CAL. = STEM DIAMETER AT 5’ ABOVE GROUND
OA 8’-10’, 2-2�" CAL. B & BOXYDENDROM ARBOREUM SOURWOOD
MIXTURE - BLACK LOCUST;
OAKS, HICKORIES, BEECHES
1 MALE…
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