RR_TrailPlans_2010.pdf

PDF 24 MB Posted Apr 29, 2010

Attached to: --NO ARRA FUNDS ARE BEING USED IN THE AWARD OF THIS PROJECT: Roanoke River Flood Reduction Project, Memorial Avenue Park to Bridge Street Pedestrian Trail and Bridges, Roanoke River Basin, Roanoke, Virginia
Solicitation number: W912HN-10-B-0006
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

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PLANS

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File	Type	Posted
AbstractW912HN-10-B-0006.pdf	PDF	Jun 3, 2010
Amendment 0002.pdf	PDF	May 28, 2010
Amendment 0001.pdf	PDF	May 21, 2010
SPECIFICATIONS.pdf	PDF	Apr 29, 2010

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VIRGINIA

Roanoke River Basin Roanoke, Virginia

Richmond

CharlottesvilleStaunton

Norfolk

Newport News

Salem

Wytheville

Emporia

64 81

North Carolina

Maryland

ROANOKE

2 3

4 5

Roanoke River Flood Reduction Project Memorial Avenue Park To Bridge Street Pedestrian Trail And Bridges

IFB NO. W912HN-10-B-0006

GAS

WxWSDxSSxExExGxGFOF

DETAIL NUMBER

PLATE WHERE DETAIL

IS DRAWN

P-3

BORING LOCATION

BOLLARD

RAIL ROAD TRACK

BL PI 200+71.63

N 3,624,062.19

E 11,057,174.74

EL 935.40

G-102

B C D

E F G H fi

US Army Corps of Engineers

Wilmington District

PLATE

NUMBER

SHEET OF 73

1. 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 IN STREAM OR BETWEEN THE WATERS

EDGE AND 100 FEET LANDWARD OF THE TOP OF THE STREAM BANK.

2. ALL CONSTRUCTION EQUIPMENT SHALL BE REFUELED AT LEAST 100 FEET FROM ALL

WATER BODIES AND PROTECTED WITH SECONDARY CONTAINMENT. STORAGE OF

HAZARDOUS MATERIALS, FUEL, LUBRICATING OIL, OR OTHER CHEMICALS SHALL BE

STORED AT LEAST 100 FEET FROM ALL WATER BODIES. THE CONTRACTOR SHALL

REQUIRE THE USE OF 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 ON SITE. ALL SPENT FLUIDS SHALL BE STORED IN SEPARATE CONTAINERS

AND/OR DISPOSED OF IN ACCORDANCE WITH APPLICABLE WASTE MANAGEMENT LAWS

AND REGULATIONS.

3. THE CONTRACTOR SHALL DO ALL WORK AND PROVIDE ALL MATERIALS NECESSARY

TO PROVIDE SUITABLE CONNECTIONS TO ALL ROADS AND DRIVES ENTERING THIS

PROJECT.

4. CLEARING AND GRUBBING SHALL BE KEPT WITHIN THE LIMITS AS NOTED ON THE

TYPICAL SECTION 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 COR. HARDWOOD TREES 12 INCHES IN DIAMETER OR

LARGER THAT 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. SEE DETAILS ON DRAWING TW-1 OF THE VIRGINIA

DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS FOR STANDARD TREE

WALLS AND TREE WELL SUGGESTED TREATMENT DETAILS.

5. 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 OCCURRING 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.

6. INSTALL TEMPORARY SAFETY FENCE PRIOR TO INSTALLING EROSION AND SEDIMENT

CONTROLS.

7. REMOVE AND DISPOSE OF ALL VEGETATION WITHIN THE LIMIT OF DISTURBANCE

EXCEPT AS NOTED.

8. ALL EXISTING PAVEMENT THAT IS DISTURBED BY THIS CONTRACT SHALL BE

PROMPTLY REPAIRED.

9. INSTALL SEDIMENTATION BARRIERS PRIOR TO COMMENCEMENT OF WORK.

10. INSPECT SEDIMENTATION BARRIERS WEEKLY AND AFTER ALL STORM EVENTS OF 1/2"

INCH OR GREATER WITHIN A 12-HOUR PERIOD AND REPAIR AS NEEDED AND AS

DIRECTED BY THE CONTRACTING OFFICER. SEDIMENT DEPOSITS MUST BE REMOVED

WHEN THEY REACH ONE HALF THE HEIGHT OF THE SILT FENCE OR STORM DRAIN

SEDIMENT FILTER OR ONE HALF THE DEPTH OF THE SEDIMENT TRAP.

11. SEDIMENTATION BARRIERS SHALL REMAIN IN PLACE UNTIL ALL DISTURBED AREAS

ARE STABILIZED. TOP DRESS WITH ADDITIONAL STONE AS CONDITIONS DEMAND. IF

THE MAJORITY OF MUD IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE

STONE, THEN THE TIRES MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD.

12. ALL VEHICLES EXITING THE SITE SHALL PASS OVER A STABILIZED CONSTRUCTION

ENTRANCE.

13. PROVIDE STREET SWEEPING AS REQUIRED TO MINIMIZE TRACKING OF SOILS ONTO

CITY STREETS.

14. WATER SHALL BE APPLIED AS NECESSARY TO PREVENT THE PRODUCTION OF DUST.

1. EXCESS EXCAVATED MATERIAL SHALL ONLY BE STOCKPILED IN DESIGNATED AREAS.

2. PAVEMENT LIMITS, CLEARING LIMITS, AND LOCATIONS OF BOLLARDS, ARE

APPROXIMATE. FINAL LOCATIONS SHALL BE APPROVED BY THE CONTRACTING OFFICER

AFTER STAKING BY THE CONTRACTOR BASED ON ACTUAL SITE CONDITIONS.

3. ALL DISTURBED AREAS NOT COVERED WITH PAVEMENT, SLOPE PROTECTION, OR

WASHED STONE SHALL RECEIVE TOPSOIL AND SEED AS SPECIFIED.

4. ALL AREAS WITHIN THE LIMITS OF GRADING SHALL BE STRIPPED OF TOPSOIL.

CONTRACTOR SHALL STOCKPILE STRIPPED TOPSOIL IN A MANNER APPROVED BY THE

CONTRACTING OFFICER FOR SCREENING AND REUSE ON SITE. TOPSOIL SHALL NOT BE

MIXED WITH SUBSOIL.

5. ALL AREAS DISTURBED OUTSIDE THE LIMIT OF WORK SHALL BE REPAIRED AT THE

CONTRACTOR’S EXPENSE IN A MANNER APPROVED BY THE CONTRACTING OFFICER.

6. SLOPE OF PARK PATHS SHALL BE 5% MAXIMUM LONGITUDINAL AND 2% MAXIMUM

CROSS SLOPE.

7. SEE DETAILS WHERE NEW PAVING MEETS EXISTING PAVING.

8. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE

EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH EDGE.

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 SOUTH STATE COORDINATES NAD 83.

3. SURVEY COMPILED FROM INFORMATION OBTAINED FROM THE U.S. ARMY CORPS OF

CONTRACTING OFFICERS. SUBSEQUENT SURVEYS BY LUMSDEN ASSOCIATES RECEIVED 11/19/09

HAVE ALSO BEEN INCORPORATED INTO THE PROJECT MAPPING.

4. 100 YEAR FLOOD APPROXIMATE ELEVATION RANGES FROM 960.5 AT BRIDGE STREET TO 953 AT

MEMORIAL AVENUE REFERENCED TO NAVD88 HAS BEEN REFERENCED FROM FLOOD INSURANCE

RATE MAP (FIRM) COMMUNITY PANEL 51161C0163G DATED SEPTEMBER 28, 2007.

ADD 0.2 FT TO CONVERT FROM NAVD88 TO NGVD29.

5. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES IMPACTING WORK AND INFORM

THE CONTRACTING OFFICER WITHIN 24 HOURS UPON DISCOVERY OF ALL PIPES, CONDUITS, AND

INFRASTRUCTURE NOT NOTED ON EXISTING CONDITIONS PLAN PRIOR TO CONTINUING WITH

EXCAVATION ACTIVITIES.

6. CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 OR DIAL 811 FOR NOTIFICATION AND

APPROVAL OF EXCAVATION ACTIVITIES PRIOR TO CONSTRUCTION.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY THROUGHOUT THE DURATION OF

THIS CONTRACT. CARE SHALL BE TAKEN TO SECURE ALL ACCESS TO POINTS (GATES) AT THE

END OF EACH WORKING DAY. ALL LOCKING DEVICES MUST BE REPAIRED OR REPLACED AS

NECESSARY.

8. ALL AREAS OUTSIDE THE LIMIT OF WORK SHALL BE PROTECTED AT ALL TIMES. CONTRACTOR

SHALL MAINTAIN GATES AND/OR TEMPORARY FENCING TO RESTRICT ACCESS AT SITE ENTRY

POINTS UNTIL CONSTRUCTION IS COMPLETE.

9. PROPERTY AND TOPOGRAPHIC INFORMATION IS APPROXIMATE. WORK HAS BEEN PERFORMED

ON SITE SINCE THE MAPPING WAS PREPARED. CONTRACTOR SHALL FIELD VERIFY EXISTING

FEATURES AND CONTROL POINTS BEFORE COMMENCING CLEARING OR SITE GRADING

ACTIVITIES.

10. CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY AND PROTECT ALL ON-SITE STRUCTURES

IDENTIFIED ON THE PLANS TO BE RETAINED ON THE SITE THROUGHOUT THE CONTRACT.

11. NO WORK SHALL TAKE PLACE OUTSIDE OF THE LIMIT OF WORK AS SHOWN ON THE DRAWINGS

WITHOUT PRIOR APPROVAL BY THE CONTRACTING OFFICER.

12. THE "IN STREAM" (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 SHALL NOT

CONDUCT CONSTRUCTION ACTIVITIES WITHIN THE IN STREAM LIMITS OF THE ROANOKE RIVER

DURING THE PERIOD 1 MARCH TO 30 JUNE.

13. 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 CONDITIONS AND REQUIREMENTS FOR THIS CONTRACT WORK. THE

CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FOR USE OF

NONCOMMERCIAL 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.

14. ALL COFFER CELLS, CHECK DAMS, DEWATERING DEVICES AND EQUIPMENT, ETC.

NECESSARY TO 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 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.

15. UTILITY INVERT INFORMATION HAS BEEN COMPILED FROM SURVEY OBTAINED BY USACE

CONTRACTING OFFICERS. INFORMATION SHALL BE CONSIDERED APPROXIMATE.

GENERAL NOTES

GRADING & PAVING NOTES

SITE WORK PREFABRICATED BRIDGE WORK

NOTES1. THE PEDESTRIAN BRIDGES SHALL BE PREFABRICATED STRUCTURES EACH UTILIZING

TWO WELDED STEEL SIDE TRUSSES, STEEL TOP CHORD STRUTS AND BRACE

DIAGONALS, AND A TIMBER DECK STRUCTURE SUPPORTED BY A STEEL FLOOR SYSTEM

SUSPENDED BETWEEN THE TRUSSES TO FORM A STRUCTURE WITH A BOX-SHAPED

SECTION. STEEL MEMBERS SHALL BE FABRICATED FROM "WEATHERING STEEL," WHICH

DOES NOT REQUIRE PAINTING. AT EACH END OF THE BRIDGE, A 5-FOOT LENGTH SHALL

BE SANDBLASTED PER SSPC SP7 AND PAINTED WITH THE MANUFACTURER’S STANDARD

PAINT SYSTEM IN A FLAT BROWN COLOR MATCHING THE COLOR OF THE WEATHERING

STEEL.

2. SPAN: THE WEST BRIDGE SPAN, MEASURED FROM END OF DECK TO END OF DECK,

SHALL BE TWO SPANS TOTALING 255-FEET IN LENGTH, WITH A 2" MINIMUM THERMAL

GAP AT EACH END OF THE SPAN, AS SHOWN ON THE PLANS.

THE EAST BRIDGE SPAN, MEASURED FROM END OF DECK TO END OF DECK, SHALL BE A

SINGLE SPAN 200-FEET TOTAL, WITH A 2" MINIMUM THERMAL GAP AT EACH END OF THE

SPAN, AS SHOWN ON THE PLANS.

3. WIDTH: THE INSIDE CLEAR WIDTH BETWEEN BRIDGE HANDRAILS SHALL BE 10-FEET,

AS SHOWN ON THE PLANS.

4. TRUSSES: TRUSSES FORMING THE BRIDGES SHALL BE FABRICATED FROM SQUARE

OR RECTANGULAR STRUCTURAL STEEL TUBING, OR STRUCTURAL STEEL ELEMENTS

FABRICATED INTO A SQUARE OR RECTANGULAR SHAPE. UNLESS OTHERWISE

APPROVED BY THE CONTRACTING OFFICER, THE TRUSS LAYOUT SHALL PROVIDE ONE

DIAGONAL PER PANEL, AND VERTICAL END MEMBERS. ALL VERTICAL TRUSS MEMBERS

SHALL APPEAR PLUMB AFTER THE BRIDGE IS ERECTED AND DEAD LOADS HAVE BEEN

APPLIED.

5. DECK: THE BRIDGE DECK SURFACE SHALL BE POSITIONED SO THAT THE SIDE

TRUSSES HELP FORM A GUARDRAIL WHOSE TOP SURFACE IS LOCATED NOT LESS THAN

54-INCHES ABOVE THE DECK. AN ANTI-SLIP COATING CONFORMING TO THE

REQUIREMENTS OF THE BRIDGE SPECIFICATION SHALL BE APPLIED TO THE TOP

SURFACE OF THE IPE TIMBER DECK.

6. SAFETY RAILS: HORIZONTAL SAFETY RAILS SHALL BE PROVIDED INSIDE THE TRUSS

STRUCTURE. SAFETY RAILS SHALL BE SPACED SO AS TO PREVENT A 4-INCH DIAMETER

SPHERE FROM PASSING BETWEEN THEM ANYWHERE WITHIN THE PROJECTION OF THE

SIDES OF THE BRIDGE ABOVE THE DECK. SAFETY RAILS SHALL BE WELDED TO THE

TRUSS.

7. HANDRAIL: A HARDWOOD RUB-RAIL, OF DIMENSIONS AS SHOWN ON THE PLANS,

SHALL BE ABOVE THE DECK AND LOCATED ALONG THE ENTIRE LENGTH OF EACH

BRIDGE SIDE RAILING.

8. BEARING: BRIDGE BEARINGS SHALL CONSIST OF STEEL BEARING PLATES ATTACHED

TO THE BRIDGE AND PLACED OVER TEFLON SLIDE BEARINGS, WHICH IN TURN REST ON

SETTING PLATES ATTACHED TO THE CONCRETE ABUTMENTS AND PIER.

9. THE CONTRACTOR SHALL HAVE ULTIMATE RESPONSIBILITY FOR ENGINEERING,

DESIGN, WORKMANSHIP, MATERIALS, CONSTRUCTION, INSTALLATION, TESTING, AND

PERFORMANCE OF ALL ITEMS AND ACCESSORIES.

10. STRUCTURAL DESIGN OF THE BRIDGES SHALL BE PERFORMED BY OR UNDER THE

DIRECT SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER WHO HOLDS A

CURRENT LICENSE IN THE STATE OF VIRGINIA.

11. STRUCTURAL STEEL DESIGN SHALL CONFORM TO THE REQUIREMENTS OF THE

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 4TH EDITION AND THE AISC LOAD AND

RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, THE

MORE STRINGENT SPECIFICATIONS SHALL GOVERN.

12. DESIGN OF ABUTMENTS, PIER AND WINGWALLS SHALL CONFORM TO THE AASHTO

LRFD BRIDGE DESIGN SPECIFICATIONS, 4TH EDITION AND THE REQUIREMENTS OF ACI

318, THE MORE STRINGENT SPECIFICATIONS SHALL GOVERN.

13. THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES,

STATE OF VIRGINIA, DEPARTMENT OF TRANSPORTATION, AND GUIDE SPECIFICATION

FOR DESIGN OF PEDESTRIAN BRIDGES SHALL APPLY, INCLUDING ALL CURRENT

SUPPLEMENTAL SPECIFICATIONS.

14. CONCRETE ABUTMENTS SHALL HAVE REACHED THEIR MINIMUM SPECIFIED 28-DAY

COMPRESSIVE STRENGTH BEFORE THE PREFABRICATED BRIDGE STRUCTURE IS

PLACED.

15. THE CONTRACTOR SHALL SUBMIT DETAILED FABRICATION AND ERECTION PLANS,

SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF VIRGINIA. PLANS

SHALL CLEARLY INDICATE MEMBER SIZES, CONNECTION DETAILS, BRIDGE REACTIONS,

AND ANCHOR BOLT SIZES, EMBEDMENTS, AND SETTING DATA.

16. THE CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS FOR THE BRIDGE

STRUCTURES. CALCULATIONS SHALL BE SEALED BY A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF VIRGINIA. THE DESIGN OF ALL BRIDGE ELEMENTS SHALL

CONSIDER THE EFFECT OF STREAM PRESSURE LOADING FROM THE 100-YEAR FLOOD

EVENT.

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40’10’

SCALE:1"=20’

0 20’

P.I. NORTHING

136-3

136-4

136-4A

3626858.5580

3626815.0988

3626818.3328

EASTING

11052222.6640

11052318.4646

11052331.9898

BEGIN TRAIL

STA. 10+00

LEGEND

C/E

TSF

EXISTING R/W COORDINATES

136-5 3626839.1323 11052418.9777

FROM TO DIRECTION DISTANCE

136-4 136-4A 13.91’N 76°33’09" E

PROPERTY LINE TABLE

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11052900.36703626719.8811151-1

151-1A 3626715.4448 11052908.7533

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151-2

151-3

151-4

151-7

3626560.3512

3626490.1723

3626368.1712

3626286.5720

11053201.9415

11053278.6938

11053374.5602

11053540.3486

FROM TO DIRECTION DISTANCE

151-2 151-2A 14.30’

PROPERTY LINE TABLEEXISTING R/W COORDINATES

LEGEND

C/E

TSF

151-2A 3626550.7038 11053212.4925

151-3A 3626475.8313 11053289.9627 18.24’

S 38°09’35" E 151-3A151-3

S 38°51’04" E (PER PLAT)

151-8151-7 S 63°46’38" E

S 64°28’07" E (PER PLAT)

25.95’

E F G H

D E

S C

N D

A T

E A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

L D

E S

C R

D A

T E

A P

P R

O V

E D fi

US Army Corps of Engineers

Wilmington District

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

S U

B M

E D

B Y

P L

O T

S C

A L

P L

O T

D A

T E

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A N

S I

C D

M A

A lb e rm a rl e P o in te P la c e

S u it e

C h a n ti ll y V

G T

O N

T R

G T

O N

O R

T H

C A

R O

R R

G -1

.d g n

R O

A N

O K

E R

R F

L O

O D

R E

D U

C T

P R

O J E

C T

M E

M O

L A

V E

N U

E P

A R

K T

O B

G E

S T

R E

E T

P E

D E

S T

N T

R A

N D

B R

E S

O A

N O

K E

PLATE

NUMBER

D R

A W

C O

D E

R E

W E

D B

C H

E S

S E

C T

R N

-1 -0

-1 a u to ti m e a u to ti m e

SHEET OF 73

NEW WEST BRIDGE

P.I. NORTHING EASTING

151-8

151-9

151-10

144-9

3626275.4064

3626228.3713

3626205.4599

11053562.8937

11053591.9951

11053572.6284

40’10’

SCALE:1"=20’

0 20’

3626602.2806 11053579.3454

FROM TO DIRECTION DISTANCE

PROPERTY LINE TABLEEXISTING R/W COORDINATES

LEGEND

C/E

TSF

151-7 151-8 25.95’

151-9 151-10 25.95’

G-107

E F G H

D E

S C

N D

A T

E A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

L D

E S

C R

D A

T E

A P

P R

O V

E D fi

US Army Corps of Engineers

Wilmington District

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

S U

B M

E D

B Y

P L

O T

S C

A L

P L

O T

D A

T E

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A N

S I

C D

M A

A lb e rm a rl e P o in te P la c e

S u it e

C h a n ti ll y V

G T

O N

T R

G T

O N

O R

T H

C A

R O

R R

G -1

.d g n

R O

A N

O K

E R

R F

L O

O D

R E

D U

C T

P R

O J E

C T

M E

M O

L A

V E

N U

E P

A R

K T

O B

G E

S T

R E

E T

P E

D E

S T

N T

R A

N D

B R

E S

O A

N O

K E

PLATE

NUMBER

D R

A W

C O

D E

R E

W E

D B

C H

E S

S E

C T

R N

-1

-0

-1 a u to ti m e a u to ti m e

SHEET OF 73

40’10’

SCALE:1"=20’

0 20’

3626193.3482

3626136.0978

3625883.7396

11054076.9812

11054036.0111

11054214.3106

E F G H

D E

S C

N D

A T

E A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

L D

E S

C R

D A

T E

A P

P R

O V

E D fi

US Army Corps of Engineers

Wilmington District

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

S U

B M

E D

B Y

P L

O T

S C

A L

P L

O T

D A

T E

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A N

S I

C D

M A

A lb e rm a rl e P o in te P la c e

S u it e

C h a n ti ll y V

G T

O N

T R

G T

O N

O R

T H

C A

R O

R R

G -1

.d g n

R O

A N

O K

E R

R F

L O

O D

R E

D U

C T

P R

O J E

C T

M E

M O

L A

V E

N U

E P

A R

K T

O B

G E

S T

R E

E T

P E

D E

S T

N T

R A

N D

B R

E S

O A

N O

K E

PLATE

NUMBER

D R

A W

C O

D E

R E

W E

D B

C H

E S

S E

C T

R N

-1

-0

-1 a u to ti m e a u to ti m e

SHEET OF 73

40’10’

SCALE:1"=20’

0 20’

3625702.0288

3625693.5580

3625510.2328

11054275.3106

11054307.4501

11054401.5687

P.I. NORTHING EASTING

164-9A 3625412.3410

3625359.8226

3625230.7282

3625186.1710

11054466.1487

11054496.0362

11054681.3691

11054785.3355

EXISTING R/W COORDINATES

LEGEND

C/E

TSF

FROM TO DIRECTION DISTANCE

164-8A 164-9A S 33°24’47" E

PROPERTY LINE TABLE

117.27’

G-110

A B C D

E F G H

D E

S C

N D

A T

E A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

L D

E S

C R

D A

T E

A P

P R

O V

E D fi

US Army Corps of Engineers

Wilmington District

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

S U

B M

E D

B Y

P L

O T

S C

A L

P L

O T

D A

T E

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A N

S I

C D

M A

A lb e rm a rl e P o in te P la c e

S u it e

C h a n ti ll y V

G T

O N

T R

G T

O N

O R

T H

C A

R O

R R

G -1

.d g n

R O

A N

O K

E R

R F

L O

O D

R E

D U

C T

P R

O J E

C T

M E

M O

L A

V E

N U

E P

A R

K T

O B

G E

S T

R E

E T

P E

D E

S T

N T

R A

N D

B R

E S

O A

N O

K E

PLATE

NUMBER

D R

A W

C O

D E

R E

W E

D B

C H

E S

S E

C T

R N

-1

-0

-1 a u to ti m e a u to ti m e

E F G H

D E

S C

N D

A T

E A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

L D

E S

C R

D A

T E

A P

P R

O V

E D fi

US Army Corps of Engineers

Wilmington District

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

S U

B M

E D

B Y

P L

O T

S C

A L

P L

O T

D A

T E

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A N

S I

C D

M A

A lb e rm a rl e P o in te P la c e

S u it e

C h a n ti ll y V

G T

O N

T R

G T

O N

O R

T H

C A

R O

R R

G -1

.d g n

R O

A N

O K

E R

R F

L O

O D

R E

D U

C T

P R

O J E

C T

M E

M O

L A

V E

N U

E P

A R

K T

O B

G E

S T

R E

E T

P E

D E

S T

N T

R A

N D

B R

E S

O A

N O

K E

PLATE

NUMBER

D R

A W

C O

D E

R E

W E

D B

C H

E S

S E

C T

R N

-1

-0

-1 a u to ti m e a u to ti m e

SHEET OF 73

3625104.0702

3625071.8108

3625060.5207

3625003.1776

11054961.5810

11055003.2274

11055000.0478

11055139.7360

3625121.5940 11054966.1487

E F G H

D E

S C

N D

A T

E A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

L D

E S

C R

D A

T E

A P

P R

O V

E D fi

US Army Corps of Engineers

Wilmington District

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

S U

B M

E D

B Y

P L

O T

S C

A L

P L

O T

D A

T E

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A N

S I

C D

M A

A lb e rm a rl e P o in te P la c e

S u it e

C h a n ti ll y V

G T

O N

T R

G T

O N

O R

T H

C A

R O

R R

G -1

.d g n

R O

A N

O K

E R

R F

L O

O D

R E

D U

C T

P R

O J E

C T

M E

M O

L A

V E

N U

E P

A R

K T

O B

G E

S T

R E

E T

P E

D E

S T

N T

R A

N D

B R

E S

O A

N O

K E

PLATE

NUMBER

D R

A W

C O

D E

R E

W E

D B

C H

E S

S E

C T

R N

-1

-0

-1 a u to ti m e a u to ti m e

SHEET OF 73

PROPOSED EAST BRIDGE

3624948.4503

3624948.0556

3624881.0450

3624632.6792

11055298.2754

11055331.9897

11055632.7456

11055395.8653

3624602.1776

3624649.3628

3624677.5683

3624656.1108

3624644.3851

3624606.7882

11055486.3369

11055398.4055

11055372.0774

11055404.7887

11055440.0902

11055522.0108

E F G H

D E

S C

N D

A T

E A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

L D

E S

C R

D A

T E

A P

P R

O V

E D fi

US Army Corps of Engineers

Wilmington District

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

S U

B M

E D

B Y

P L

O T

S C

A L

P L

O T

D A

T E

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A N

S I

C D

M A

A lb e rm a rl e P o in te P la c e

S u it e

C h a n ti ll y V

G T

O N

T R

G T

O N

O R

T H

C A

R O

R R

G -1

.d g n

R O

A N

O K

E R

R F

L O

O D

R E

D U

C T

P R

O J E

C T

M E

M O

L A

V E

N U

E P

A R

K T

O B

G E

S T

R E

E T

P E

D E

S T

N T

R A

N D

B R

E S

O A

N O

K E

PLATE

NUMBER

D R

A W

C O

D E

R E

W E

D B

C H

E S

S E

C T

R N

-1

-0

-1 a u to ti m e a u to ti m e

SHEET OF 7313

LEGEND

C/E

TSF

G-113

E F G H

D E

S C

N D

A T

E A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

L D

E S

C R

D A

T E

A P

P R

O V

E D fi

US Army Corps of Engineers

Wilmington District

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

S U

B M

E D

B Y

P L

O T

S C

A L

P L

O T

D A

T E

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A N

S I

C D

M A

A lb e rm a rl e P o in te P la c e

S u it e

C h a n ti ll y V

G T

O N

T R

G T

O N

O R

T H

C A

R O

R R

G -1

.d g n

R O

A N

O K

E R

R F

L O

O D

R E

D U

C T

P R

O J E

C T

M E

M O

L A

V E

N U

E P

A R

K T

O B

G E

S T

R E

E T

P E

D E

S T

N T

R A

N D

B R

E S

O A

N O

K E

PLATE

NUMBER

D R

A W

C O

D E

R E

W E

D B

C H

E S

S E

C T

R N

-1

-0

-1 a u to ti m e a u to ti m e

SHEET OF 7314

FROM TO DIRECTION DISTANCE

40.34’

40.89’

20.99’

S 73°54’05" E

N 89°38’37" E

S 69°22’08" E

P.I. NORTHING EASTING

183-3

183-4

183-5

3624554.9550

3624524.8710

3624435.7880

11055562.23880

11055685.0040

11055789.8960

EXISTING R/W COORDINATES

J K

L M

M N

EASEMENT LINE TABLE

S T S 87°25’11" E 13.68’

P.I. NORTHING EASTING

EASEMENT COORDINATES

3624329.4794

3624392.7238

3624542.7862

3624552.9868

3624595.6011

3624571.0469

3624563.9055

11055641.9401

11055683.7154

11055631.6609

11055600.8024

11055560.7733

11055618.0274

11055658.9173

11055678.5605

3624370.6776

3624337.5606

11055717.0915

11055695.2165

3624169.8158

3624169.3485

3624203.5220

3624202.9060

3624155.6655

11055384.9736

11055434.9714

11055490.5210

11055504.1902

11055508.1537

P.I. NORTHING EASTING

113-1

113-2

3624313.2689

3624201.0902

11055535.0712

11055544.4831

EXISTING PROPERTY PIN COORDINATES

R S

S P

B C h o ro se r

S T

O E

N D

O F

P R

C T

H T

O F

W A

Y P

L A

G-114

40’10’

SCALE:1"=20’

0 20’

EXISTING TREES

PROTECT SEWER MANHOLE

TRAIL CLEARING LIMIT

C-503

EXISTING BENCH

CUT SLOPE

CRS

EXISTING BENCH CUT

CRS

14-FT WIDE CONSTRUCTION STABILIZATION ROAD (CRS)

1. EXISTING FENCES MAY BE UTILIZED AS SAFETY FENCE

2. CONSTRUCTION STABILIZATION ROAD MUST BE INSTALLED

ALONG THE TRAIL ALIGNMENT IMMEDIATELY FOLLOWING

GRADING AND MAY BE INCORPORATED INTO THE FINAL TRAIL

BASE.

3. NO STAGING OR STOCK PILING MAY OCCUR WITHIN THE

BENCH CUT OR ASSOCIATED SLOPES. COORDINATE

LIMITS OF STAGING AND STOCKPILING WITH CONTRACTING

OFFICER.

NOTE:

SAF

CRS

CIP

REMOVE BOULDERS WITHIN THE LIMIT OF CLEARING

REMOVE AND DISPOSE OF HERBACEOUS AND WOODY

PLANT MATERIAL WITHIN 3-FT OF TRAIL

OR WITHIN THE LIMIT OF GRADING

TEMPORARY FILL

DIVERSION

SAFTEY FENCE

TEMPORARY

STONE CONSTRUCTION

ENTRANCE

CONSTRUCTION

ROAD STABILIZATION

SILT FENCE

STORM DRAIN

INLET PROTECTION

CULVERT INLET

PROTECTION

TRAIL RIGHT OF WAY

TRAIL CLEARING

LIMIT

STAGING AND STOCKPILE

AREA

BOULDER

LEGEND SHEETS CD101-CD110

USE EXISTING GATE FOR CONSTRUCTION SITE ACCESS

REMOVE AND DISPOSE OF WOVEN WIRE

FENCE POSTS, FOOTINGS, AND FABRIC

C-501

C-503

CONTRACTOR STAGING AND STOCKPILE AREA

C-503

TEMPORARY STONE CONSTRUCTION ENTRANCE (CE)

TO REMAIN PERMANENT. TIE INTO FINISHED TRAIL GRADE.

PROPOSED TRAIL CENTERLINE SEE LAYOUT DRAWINGS

CD101

A B C D

E F G H fi

US Army Corps of Engineers

Wilmington District

PLATE

REMOVE AND DISPOSE OF CONCRETE

SCALE:1"=20’

0 20’

TRAIL CLEARING LIMIT

REMOVE AND DISPOSE OF CONCRETE

TRAIL CLEARING LIMIT

EXISTING BENCH CUT SLOPE

14-FT WIDE CONSTRUCTION STABILIZATION ROAD (CRS)

EXISTING BENCH CUT

REMOVE AND DISPOSE OF FOUNDATION TO

18-IN. BELOW FINISH GRADE

REMOVE AND DISPOSE OF CONCRETE

TO LIMIT OF TRAIL CLEARING

REMOVE AND DISPOSE OF FOUNDATION

TO 18-IN. BELOW FINISH GRADE

REMOVE AND DISPOSE OF CONCRETE PAD

REMOVE AND DISPOSE OF GRAVEL ROAD BASE TO TRAIL RIGHT OF WAY

TEMPORARY SILT FENCE (TSF)

REINSTALL BOULDERS IN APROXIMATE EXISTING

LOCATIONS AFTER DEMOLITION AND REMOVAL

OF PAVEMENTS IS COMPLETE (TYP.)

PROPOSED TRAIL CENTERLINE SEE LAYOUT PLANS

CD102

A B C D

E F G H

D E

S C

N D

A T

E A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

L D

E S

C R

D A

T E

A P

P R

O V

E D fi

US Army Corps of Engineers

Wilmington District

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

S U

B M

E D

B Y

P L

O T

S C

A L

P L

O T

D A

T E

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A N

S I

C D

A lb e rm a rl e P o in te P la c e

S u it e

C h a n ti ll y V

G T

O N

T R

G T

O N

O R

T H

C A

R O

R R

C D

.d g n

R O

A N

O K

E R

R F

L O

O D

R E

D U

C T

P R

O J E

C T

M E

M O

L A

V E

N U

E P

A R

K T

O B

G E

S T

R E

E T

P E

D E

S T

N T

R A

N D

B R

E S

O A

N O

K E

PLATE

NUMBER

SHEET OF 73

D R

A W

C O

D E

R E

W E

D B

C H

E S

S E

C T

R N

-1

-0

-1

M :4

M A

R C

0 20’

Existing Building

C-503

EXISTING BENCH CUT

TRAIL CLEARING LIMIT

CRS

14-FT. WIDE CONSTRUCTION ROAD STABILIZATION

C-503

REMOVE AND RELOCATE CHAIN LINK FENCE AS SHOWN ON

SHEET L-103. TIE INTO EXISTING CORNER POST

EXISTING BENCH

CUT SLOPE

REMOVE AND DISPOSE OF CHAIN LINK FENCE, POSTS, FABRIC, AND FOOTINGS

TO THE EXISTING BOULDER LINE

REMOVE AND DISPOSE OF CONCRETE PAD

MOVE BOULDERS TO 5-FT.

FROM EDGE OF TRAIL (3)

MAINTAIN CORNER POST FOR REUSE

REMOVE AND DISPOSE OF GRAVEL BASE

WITHIN TRAIL CLEARING LIMIT

PROPOSED TRAIL CENTERLINE SEE LAYOUT PLANS

CD103

A B C D

E F G H

D E

S C

N D

A T

E A

P P

R O

V E

D S

Y M

B O

L S

Y M

B O

L D

E S

C R

D A

T E

A P

P R

O V

E D fi

US Army Corps of Engineers

Wilmington District

E N

A M

D W

N B

C K

D B

D E

N E

D B

D A

T E

S U

B M

E D

B Y

P L

O T

S C

A L

P L

O T

D A

T E

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

A N

S I

C D

A lb e rm a rl e P o in te P la c e

S u it e

C h a n ti ll y V

G T

O N

T R

G T

O N

O R

T H

C A

R O

R R

C D

.d g n

R O

A N

O K

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US Army Corps of Engineers

Wilmington District

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CD105

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US Army Corps of Engineers

Wilmington District

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0 20’

REMOVE AND DISPOSE OF CHAIN LINK FENCE, POSTS, AND FOOTINGS

14-FT. WIDE CONSTRUCTION ROAD STABILIZATION

C-503

CRS

PROTECT MANHOLE

LIMIT OF CHAIN LINK FENCE REMOVAL

TO FIRST POST OUTSIDE

OF CLEARING LIMIT

TEMPORARY FILL DIVERSION

TRAIL CLEARING LIMIT

C-502

REMOVE AND DISPOSE OF HERBACEOUS AND WOODY PLANT MATERIAL

WITHIN LIMIT OF CLEARING (LIMIT OF GRADING)

LIMIT OF PARKING AREA

PROPOSED TRAIL CENTERLINE SEE LAYOUT PLANS

CD106

A B C D

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TRAIL CLEARING LIMIT

C-503

14-FT. WIDE CONSTRUCTION ROAD STABILIZATION

C-503

CRS

BUILDING AND FOUNDATION TO BE REMOVED BY OTHERS

CCP DRAIN TO BE REMOVED BY OTHERS

PROTECT SEWER MANHOLE

TEMPORARY FILL DIVERSION

C-502

REMOVE AND DISPOSE OF HERBACEOUS AND WOODY PLANT MATERIAL

WITHIN CLEARING LIMIT (LIMIT OF GRADING)

NOTE: EXISTING STEEL MATERIAL (STEEL TRUSSES AND BEAMS)

LOCATED ON TOP OF EXISTING DIKE APPROXIMATELY BETWEEN STA. 40+00 AND 43+50

TO BE REMOVED BY OTHERS PRIOR TO START OF CONSTRUCTION

PROPOSED TRAIL CENTERLINE SEE LAYOUT PLANS

CD107

A B C D

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TRAIL RIGHT OF WAY

PROTECT MANHOLE

ASPHALTIC CONCRETE PAVEMENT

TRAIL CLEARING LIMIT

PROTECT MANHOLE

SEWER RELIEF STRUCTURE AND BOLLARDS

TO BE RELOCATED BY OTHERS

CONTRACTOR TO COORDINATE

C-503

TEMPORARY STONE CONSTRUCTION ENTRANCE

C-501

CRS

14-FT. WIDE CONSTRUCTION ROAD STABILIZATION

C-503

1TEMPORARY CHAIN LINK SAFETY FENCE WITH DOUBLE LEAF GATE

SAF

TEMPORARY FILL DIVERSION

C-502

REMOVE AND DISPOSE OF CLF POSTS, FOOTINGS, AND FABRIC

LIMIT OF FENCE REMOVAL TO FIRST POST OUTSIDE CLEARING LIMIT

REMOVE AND DISPOSE OF HERBACIOUS AND WOODY PLANT MATERIAL

WITHIN THE CLEARING LIMIT (LIMIT OF GRADING)

PROPOSED TRAIL CENTERLINE SEE LAYOUT PLANS

C-505

CD108

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US Army Corps of Engineers

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TRAIL CLEARING LIMIT

C-503

CRS

14-FT. WIDE CONSTRUCTION ROAD STABILIZATION

CRS

14-FT. WIDE CONSTRUCTION ROAD STABILIZATION

C-503

PROTECT PIPE AND OUTLET

REMOVE DRAIN INLET AND REPLACE WITH 24-IN RCP PIPE SECTION

CLEAR AND GRUB WOODY VEGETATION

WITHIN TRAIL CLEARING LIMIT (LIMIT OF GRADING)

CLEAR AND GRUB WOODY VEGETATION

WITHIN TRAIL CLEARING LIMIT (LIMIT OF GRADING)

REMOVE WOODY VEGETATION TO WITHIN

ONE FOOT OF EXISTING GRADE

REMOVE WOODY VEGETATION TO WITHIN

ONE FOOT OF EXISTING GRADE

NOTE: THE EXISTING STOCKPILES OF SOIL, DEBRIS, AND RUBBLE

MATERIAL LOCATED WITHIN THE PROJECT

RIGHT OF WAY TO BE REMOVED AND DISPOSED BY OTHERS

PRIOR TO START OF CONSTRUCTION

C-502

PROPOSED TRAIL CENTERLINE SEE LAYOUT PLANS

CD109

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US Army Corps of Engineers

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SCALE:1"=20’

0 20’

PROTECT BRIDGE ABUTMENTS (TYP.)

TRAIL CLEARING LIMIT

CRS

PROTECT BRIDGE ABUTMENTS

CONSTRUCTION STAGING AND STORAGE AREA

C-503

C-501

C-503

14-FT WIDE CONSTRUCTION ROAD STABILIZATION

C-503

PROTECT CHAIN LINK FENCE

CLEAR AND GRUB WOODY VEGETATION

WITHIN TRAIL CLEARING LIMIT (LIMIT OF GRADING)

C-503

PROPOSED TRAIL CENTERLINE SEE LAYOUT PLANS

CD110

A B C D

E F G H

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US Army Corps of Engineers

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VD (5)

BN (3)

AS (2)

VD (5)

PF (5)

CV (1)

PF (3)

CV (1)PF (5)PROTECT EXISTING TREE GROVE

D11-1a BICYCLE TRAIL SIGN

10-FT WIDE ASPHALT

CONCRETE TRAIL

APPROXIMATE LIMIT

OF SEEDING AREA

CC (1)

PF (9)

CC (1)

PS (2)

C-504

C-508

C-509

C-508

C-503

2-8

R1-1 STOP SIGN AND D11-1 BICYCLE

TRAIL ENDS SIGN

FINE FESCUE MIX

TALL FESCUE MIX

UPLAND SHORE MIX

FOREST MIX

C# 1

STA= 10+37.73

D= 14^20’04.99"

DC= 19^05’54.94"

N= 3626835.26 E= 11052464.16 T= 37.73’

AL=75.06’

R= 300.00’ E= 2.36’

C# 2

STA= 11+94.25

5^13’48.81"

DC= 5^43’46.48"

N= 3626826.11 E= 11052620.81 T= 45.67’

AL=91.28’

R= 1000.00’ E= 1.04’

10-FT WIDE GRAVEL TRAIL CONNECTION

LIMIT OF ASPHALT CONCRETE TRAIL SEGMENT

STA 10+00

EXISTING BOLLARDS AND GATE

TO BE MAINTAINED

MATCH GRAVEL TRAIL

TO EXISTING PAVEMENT

EXISTING BENCH CUT

L-101

A B C D

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US Army Corps of Engineers

Wilmington District

PLATE

VD (3) IO (1) QR (3) IO (2)

HC (3)

VD (5)

PS (3)

AL (2)QC (1) QC (2)

VD (3)

PF (18)

CF (2)

IV (9)

CF (3)

VD (9)

ROANOKE RIVER

10-FT ASPHALT CONCRETE TRAIL

APPROXIMATE LIMIT OF

SEEDING AREA

APPROXIMATE LIMIT OF

SEEDING AREA

IV (13)

VD (11)

IV (13)

PS (2)

CC (1)

C# 3

STA= 14+37.58

20^33’54.62"

DC= 5^43’46.48"

N= 3626789.83

E= 11052861.49

T= 181.42’

AL=358.93’

R= 1000.00’

E= 16.32’

EXISTING BENCH CUT

SEE SHEET L-101 FOR PLANT LIST

L-102

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US Army Corps of Engineers

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VD (5) AL (2) PF (20) VD (11)

PF (15) IV (11) BN (2) VD (7)

VD (9)

OA (3)

VD (11)

IV (11)

PF (11)

BN (2)

CV (3)

IV (7)

ROANOKE RIVER

10-FT WIDE ASPHALT CONCRETE TRAIL

APPROXIMATE LIMIT

OF SEEDING AREA

APPROXIMATE LIMIT

OF SEEDING AREA

VD (6)

CV (1)

VD (7)

AL (1)

PF (7)

C-508

C-504

C-508

C-505

1-7

PF (10)

C-503

2-8

W1-1 SHARP CURVE SIGN

ARROW LEFT

W5-2 NARROW BRIDGE SIGN RELOCATED CLF

C# 4

STA= 18+38.66

21^07’53.46"

DC= 9^32’57.47"

N= 3626592.65

E= 11053215.22

T= 111.92’

AL=221.29’

R= 600.00’

E= 10.35’

C# 5

STA= 21+58.91

D= 33^10’39.72"

DC= 19^05’54.94"

N= 3626344.40

E= 11053421.55

T= 89.37’

AL=173.72’

R= 300.00’

E= 13.03’

EXISTING BENCH CUT

RELOCATED

BOULDER

LIMIT OF CLF

CONNECT TO EXISTING CLF POST

SEE SHEET L-101 FOR PLANT LIST

L-103

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US Army Corps of Engineers

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US Army Corps of Engineers

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US Army Corps of Engineers

Wilmington District

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M P

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L-105

AL (4)

QC (1)

PF (15)

QC (3)

CF (3)

10-FT WIDE APSHALT CONCRETE TRAIL

ROANOKE RIVER

40’10’

SCALE:1"=20’

0 20’

VD (7)

IV (9)

IV (10)

VD (11)

IV (11)

VD (9)

APPROXIMATE LIMIT

OF SEEDING AREA

APPROXIMATE LIMIT

OF SEEDING AREA

C-506

C-508

C-503

2-8

C-505

1-7

HC (1)

6-FT CLF

TIMBER RAIL FENCE

3-FT FROM TRAIL EDGE

C# 10

STA= 37+80.53

D= 42^50’05.93"

DC= 7^50’55.45"

N= 3625370.20

E= 11054339.31

T= 286.34’

AL=545.76’

R= 730.00’

E= 54.15’

LIMIT OF CLF

CONNECT TO EXISTING CLF POST

APPROX. N 3,625,714.34

E 11,054,274.57

SEE SHEET L-101 FOR PLANT LIST

L-106

A B C D

E F G H

D E

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US Army Corps of Engineers

Wilmington District

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10-FT ASPHALT CONCRETE PAVEMENT

ROANOKE RIVER

VD (9)

PF (10)

IV (9)

VD (9)

IV (9)

PF (9)

IV (9) PF (9)

IV (9)

VD (5)

APPROXIMATE LIMIT

OF SEEDING AREA

C-506

C-508

C-503

2-8

APPROXIMATE LIMIT

OF SEEDING AREA

TIMBER RAIL FENCE

3-FT FROM TRAIL EDGE

C# 11

STA= 42+45.62

D= 11^15’58.13"

DC= 5^43’46.48"

N= 3625119.57

E= 11054762.71

T= 98.63’

AL=196.63’

R= 1000.00’

E= 4.85’

L-107

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US Army Corps of Engineers

Wilmington District

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ROANOKE RIVER

10-FT ASPHALT CONCRETE TRAIL

VD (5)

IV (7)

CF (2)

IV (9)

VD (9)

PF (11)

BN (2)

VD (5)

CV (3)

PF (11)

IV (9) BN (3) VD (7)

PF (9)

IV (9)

AL (1)

IV (9)

AL (2)VD (9)IV (7)

APPROXIMATE LIMIT

OF SEEDING AREA

APPROXIMATE LIMIT

OF SEEDING AREA C-508

C-508

ROANOKE RIVER

C-503

2-8

C-506

TIMBER RAIL FENCE

3-FT FROM TRAIL EDGE C-506

C# 12

STA= 45+37.31

2^33’11.94"

DC= 5^43’46.48"

N= 3625022.68

E= 11055038.50

T= 22.29’

AL=44.56’

R= 1000.00’

E= 0.25’

C# 13

STA= 47+67.11

D= 23^25’16.63"

DC= 19^05’54.94"

N= 3624936.92

E= 11055251.71

T= 62.19’

AL=122.63’

R= 300.00’

E= 6.38’

COLLAPSIBLE BOLLARD (1)

PLACED BOULDER (1 OF 5)

MIN 2-FT DIA.

L-108

A B C D

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D E

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US Army Corps of Engineers

Wilmington District

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PS (3)

QR (2)

VD (7)

IV (7)

IO (2)

10-FT WIDE CONCRETE ASPHALT TRAIL

EAST BRIDGE

SEE BRIDGE PLANS

S-108 - S-112

10-FT ASPHALT

CONCRETE TRAIL

PF (7)

IV (5)

IV (9)

VD (7)

CC (2)

IV (11)

IO (2)

QC (2)

VD (7)

PF (10)

IV (7)

PF (7)

APPROXIMATE LIMIT

OF SEEDING

APPROXIMATE LIMIT

OF SEEDINGC-508

C-506

C-504

C-508

C-506

C-504

PA (1)

C-503

2-8

C-503

2-8

END TIMBER RAIL FENCE

STA 48+28

EAST BRIDGE ABUTMENT

SEE BRIDGE PLAN S-112

EAST BRIDGE ABUTMENT

SEE BRIDGE PLAN S-111

IV (8)

IV (3)

IV (5)

SHARP CURVE ARROW LEFT SIGN

PAINTED ON BRIDGE

SEE STRUCTURAL PLANS

SHARP CURVE ARROW LEFT SIGN

PAINTED ON BRIDGE

SEE STRUCTURAL PLANS

W1-1 SHARP CURVE SIGN ARROW RIGHT

W5-2 NARROW BRIDGE AHEAD SIGN

TIMBER RAIL FENCE

3-FT FROM TRAIL EDGE

TIMBER RAIL FENCE

3-FT FROM TRAIL EDGE

W1-1 SHARP CURVE SIGN ARROW RIGHT

W5-2 NARROW BRIDGE AHEAD SIGN

C# 14

STA= 48+95.90

89^25’15.67"

DC= 229^10’59.22"

N= 3624940.36

E= 11055382.19

T= 24.75’

AL=39.02’

R= 25.00’

E= 10.18’

C# 15

STA= 51+43.90

D= 59^46’47.82"

DC= 143^12’38.90"

N= 3624682.05

E= 11055391.61

T= 23.00’

AL=41.74’

R= 40.01’

E= 6.14’

BEGIN TIMBER RAIL FENCE

STA 51+20

TIMBER RAIL FENCE

3-FT FROM TRAIL EDGE C-506

BEGIN TIMBER RAIL FENCE

STA 51+20. END AT STA 51+65

SEE SHEET L-101 FOR PLANT LIST

L-109

A B C D

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US Army Corps of Engineers

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0 20’

OA (3)

PF (9)

CV (4)

QPH (3)

CC (3)

SN (1)

CF (2)

HC (2)

CF (1)

10-FT ASPHALT CONCRETE TRAIL

PS (3)

VD (5)

IV (9)

PF (9)

SN (3)

C-504

APPROXIMATE LIMIT

OF SEEDING AREA C-508

APPROXIMATE LIMIT

OF SEEDING AREA C-508

C-506

C-503

2-8

END TIMBER RAIL FENCE

STA 53+95

D11-1a BICYCLE TRAIL SIGN

D11-1 BICYCLE TRAIL ENDS SIGN

TIMBER RAIL FENCE

3-FT FROM EDGE OF TRAIL

C# 16

STA= 53+23.23

D= 9^55’36.41"

DC= 8^11’06.40"

N= 3624595.50

E= 11055553.51

T= 60.79’

AL=121.28’

R= 700.00’

E= 2.63’

C# 17

STA= 55+73.04

105^09’15.79"

DC= 47^44’47.34"

N= 3624517.36

E= 11055791.11

T= 156.82’

AL=220.23’

R= 120.00’

E= 77.47’

C# 18

STA= 58+18.09

30^01’53.32"

DC= 88^08’50.47"

N= 3624234.66

E= 11055605.00

T= 17.44’

AL=34.07’

R= 65.00’

E= 2.30’

END TRAIL

STA 58+76.07

SEE SHEET L-101 FOR PLANT LIST

L-110

A B C D

E F G H

D E

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US Army Corps of Engineers

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EXISTING SURFACE

PROPOSED SURFACE

BEGIN TRAIL SEGMENT

954.09

954.25

956.43

954.48

956.66

956.58

954.54

LIMIT OF GRADING

PROPOSED TRAIL (TYP.)

TEMPORARY SILT FENCE (TYP.)

PROPOSED TRAIL

CENTERLINE (TYP.)

2’ SHOULDER (TYP.)

PROPOSED TRAIL

CENTERLINE (TYP.)

C-101

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US Army Corps of Engineers

Wilmington District

PLATE

EXISTING GRADE

PROPOSED GRADE

PROPOSED TRAIL (TYP.)

TEMPORARY SILT FENCE (TYP.)

PROPOSED TRAIL

CENTERLINE (TYP.)

2’ SHOULDER (TYP.)

EXISTING BENCH CUT

LIMIT OF GRADING

C-102

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US Army Corps of Engineers

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LIMIT OF GRADING

PROPOSED TRAIL (TYP.)

SHOULDER (TYP.)

40’10’

SCALE:1"=20’

0 20’

40’10’

SCALE:1"=20’

0 20’

TEMPORARY SILT FENCE (TYP.)

PROPOSED TRAIL

CENTERLINE (TYP.)

EXISTING RAIL

C-103

A B C D

E F G H

D E

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US Army Corps of Engineers

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23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00

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US Army Corps of Engineers

Wilmington District

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C…

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File details come from the government source that posted it. Updated Nov 14, 2017.