Drawings.pdf

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ISSUE FOR CONSTRUCTION

pw://PWINT-WPC.EIS.DS.USACE.ARMY.MIL:CENAE - New England District/Documents/Civil Works/Flood Control/Thames River Basin/West Thompson Lake/Blain Road Pedestrian Bridge/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Cover Sh

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DESIGN FILESHEET NO.

G-001

INDEX TO DRAWINGS

SHEET TITLE

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

New England District

THA-WT-112_G-001.DGN

OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL

APPROVED FOR TECHNICAL ADEQUACY BY:

TECHNICAL LEAD ENGINEER DATE

DATE

DATE

DATE

DATE

APPROVED BY:

APPROVAL RECOMMENDED BY:

REVIEWED BY:

CHIEF, GEOTECHNICAL/WATER RESOURCES BRANCH

REVIEWED BY:

CHIEF, DESIGN BRANCH

scope of their employment as required by ER 1110-1-8152.

and registration designations of individuals appear on these project documents, within the

This project was designed by the U.S. Army Corps of Engineers. The initials or signatures

CHIEF, ENGINEERING DIVISION

CHIEF, GEO-ENVIRONMENTAL ENGINEERING BRANCH

DATE

APPROVAL RECOMMENDED BY:

CHIEF, TECHNICAL SUPPORT BRANCH/DEPUTY CHIEF ENG DIV

BLAIN ROAD PEDESTRIAN BRIDGE

NORTH GROSVENORDALE, CONNECTICUT

WEST THOMPSON LAKE

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G-001

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THA-WT-112_G-101.DGN

THA-WT-112_C-101.DGN

THA-WT-112_C-501.DGN

G-101

C-101

C-501

NOT TO SCALE

N

HAMPSHIRE

NEW

MAINE

MASSACHUSETTS

CONN. R.I.

BOSTON

PORTSMOUTH

CONCORD

PORTLAND

HARTFORD PROV.

CAPE

COD

AUGUSTA

BANGOR

VT.

LOCATION

PROJECT

OCEAN

ATLANTIC

VICINITY MAP

THOMPSON

WOODSTOCK

UNION

MANSFIELD

KILLINGLY

ASHFORD

EASTFORD

POMFRET

CHAPLIN

HAMPTON

BROOKLYN

PUTNAM

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LOCATION MAP

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LOCATION

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CANADA

LOCATION

PROJECT

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SEE INSET MAP

INSET MAP

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THOMPSON

WESTROAD

THOMPSON

WEST

ROAD

REARDON

ROAD

RAVENELLE

WEST THOMPSON LAKE

ROAD

BLAIN

ROAD

SEASTRAND

ROAD

GAUMOND

of Engineers

US Army Corps

COVER SHEET AND INDEX TO DRAWINGS

SITE PLAN

CIVIL DETAILS

GENERAL SITE PLAN AND NOTES

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APRIL 2021

S-501 THA-WT-112_S-501.DGN NEW PEDESTRIAN BRIDGE

OFFICE

PROJECT

OPERATIONS

W912WJ21B0010

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330330

330330

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00

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0 10 20 30-10-20-30

0+39.25

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1+25.75 pw://PWINT-WPC.EIS.DS.USACE.ARMY.MIL:CENAE - New England District/Documents/Civil Works/Flood Control/Thames River Basin/West Thompson Lake/Blain Road Pedestrian Bridge/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Site Pla

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SITE PLAN AND ABUTMENT SECTIONS

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WEST ABUTMENT SECTION (STA. 0+39.25)

EAST ABUTMENT SECTION (STA. 1+25.75)

NORTH SOUTH

NORTH SOUTH

WEST EAST

LEGEND

EXISTING PROPOSED DESCRIPTION

MAJOR ELEVATION CONTOURS (NAVD88)

MINOR ELEVATION CONTOURS (NAVD88)

TYPICAL WATER LINE

WETLAND DELINEATION LIMITS (UPLAND)

WETLAND HATCH

GRADE LINES (SECTIONS & PROFILE)

WALKING PATH

WOODY VEGETATION

GRASSES AND SHRUBS

STATIONING (S+SS)

RIPRAP PROTECTION

CONCRETE ABUTMENT/FOOTING (HIDDEN)

CONCRETE ABUTMENT/FOOTING (EXPOSED)

ABUTMENT FOOTING COORDINATES

NORTH-EAST CORNER

NORTH-WEST CORNER

SOUTH-EAST CORNER

SOUTH-WEST CORNER

NORTH-EAST CORNER

NORTH-WEST CORNER

SOUTH-EAST CORNER

SOUTH-WEST CORNER

N 913001.16 E 1227204.30

N 912998.85 E 1227197.23

N 912987.60 E 1227209.46

N 912985.29 E 1227203.38

N 913031.37 E 1227283.75

N 913029.06 E 1227277.68

N 913.017.82 E 1227288.91

N 913015.51 E 1227282.83

ABUTMENT

EXISTING

GRADE

EXISTING

WATER SURFACE (TYP)

WATER SURFACE (TYP)

ABUTMENT

EXISTING

GRADE

EXISTING

CUT MATERIAL

GRADE

EXISTING

ABUTMENT

EXISTING

BRIDGE DECK OUTLINE

E 1227166.29

N 912979.46

E 1227199.17

N 912991.45

PI (STA. 0+35)

E 1227287.96

N 913025.22

PI (STA. 1+30)

E 1227356.86

N 913037.58

WEST ABUTMENT (FOOTING CENTERED ON STA. 0+40)

EAST ABUTMENT (FOOTING CENTERED ON STA. 1+25)

N 912995.00

E 1227208.52

CENTER POINT

FOOTING

N 912995.00

E 1227208.52

CENTER POINT

FOOTING

GENERAL SITE/CIVIL NOTE 4)

EXISTING ABUTMENT (SEE

SILT FENCE AROUND

N=913000.00

E .0

N=913000.00

FILTER LAYER STONE (SECTIONS & PROFILE)

BEDDING MATERIAL (SECTIONS & PROFILE)

BEDDING MATERIAL (TYP)

(TYP)

MATERIAL

FILTER

CONCRETE BRIDGE SEAT

CONCRETE BRIDGE SEAT

EXISTING SOILS (SECTIONS & PROFILE)

(18 INCH MINIMUM)

RIPRAP (TYP)

CONCRETE BRIDGE SEAT

GRAVEL WALKING PATH (TYP)

SECTION 01 57 23 WITHOUT PLACEMENT OF AN APPROVED STABILIZATION MATERIAL.

UNWORKED FOR A DURATION GREATER THAN THE AMOUNT OF TIME NOTED IN SPECIFICATION

AND RIP RAP SLOPES. IT IS NOT INTENDED FOR ANY PORTION OF THE SLOPES TO BE DISTURBED AND

3. ALL GRUBBING SHALL OCCUR SEQUENTIALLY WITH INSTALLATION OF THE BRIDGE FOUNDATIONS

2. ALL CLEARING OF TREES AND SHRUBS SHALL OCCUR AT THE START OF CONSTRUCTION.

THE FINAL GRADING SHOWN.

GRUBBING. THE CONTRACTOR SHALL ALSO CLEAR AND GRUB AREAS AS NECESSARY TO ACHIEVE

1. DUE TO VEGETATION OVERGROWTH, PORTIONS OF THE ACCESS ROUTES REQUIRE CLEARING AND

CLEARING AND GRUBBING NOTES:

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BACKFILL MATERIAL (TYP)

BACKFILL MATERIAL (SECTION/PROFILE)

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APPROX. 1-FT DIA. EACH

GRUBBED (TYP OF 3)

TREE TO BE CLEARED AND

CONTROL LIMITS SHOWN.

SHALL EXTEND UP TO THE SEDIMENT

CONSTRUCTION LOAM AND SEEDING

SHRUB CLEARING/GRUBBING AND POST

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F L O

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GENERAL SITE/CIVIL NOTE 4)

EXISTING ABUTMENT (SEE

SILT FENCE AROUND

BRIDGE (APPROX. 85' x 5')

NEW PREFABRICATED

BRIDGE (APPROX. 85' x 5')

NEW PREFABRICATED

ALIGNMENT PROFILE - SOUTH ELEVATION

RIPRAP (TYP)

INSTALL NEW

ABUTMENT

NEW CONCRETE

TO REMAIN

EXISTING ABUTMENT

TO REMAIN

EXISTING ABUTMENT

ABUTMENT

NEW CONCRETE

ABUTMENT

CONCRETE

NEW

CONTROL LIMITS SHOWN.

SHALL EXTEND UP TO THE SEDIMENT

CONSTRUCTION LOAM AND SEEDING

SHRUB CLEARING/GRUBBING AND POST

POE (STA. 2+00)

POB (STA. 0+00)

(TYP)

EXISTING PATH SURFACE

TIE-IN BETWEEN NEW AND

MEET EXISTING GRADE AT

ON SHEET C-501)

PATH (SEE DETAIL F1

NEW GRAVEL WALKING

(SEE DETAILS ON SHEET S-501)

NEW CONCRETE ABUTMENT

SEE SECTION 31 00 00

BACKFILL MATERIAL (TYP);

SEE SECTION 31 00 00

(12 INCH MINIMUM);

BEDDING MATERIAL

SEE SECTION 31 00 00

(6 INCH MINIMUM);

FILTER MATERIAL

SEE SECTION 35 31 19

(18 INCH MINIMUM);

RIPRAP (TYP)

SEE SECTION 31 00 00

BACKFILL MATERIAL (TYP);

(SEE DETAILS ON SHEET S-501)

NEW CONCRETE ABUTMENT

SEE SECTION 35 31 19

(18 INCH MINIMUM);

RIPRAP (TYP)

SEE SECTION 31 00 00

(6 INCH MINIMUM);

FILTER MATERIAL

SEE SECTION 31 00 00

(12 INCH MINIMUM);

BEDDING MATERIAL

SEDIMENT CONTROL MEASURES (APPROX.)

HOR/VERT SCALE: 1" = 10'

HOR/VERT SCALE: 1" = 10'

WEST ABUTMENT FOOTING CENTERED AT STA. 0+40 EAST ABUTMENT FOOTING CENTERED AT STA. 1+25

M

G O

D F

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Y

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AND EROSION CONTROL MEASURES AS NECESSARY THROUGHOUT CONSTRUCTION.

ABUTMENTS TO PREVENT SILTATION RUNOFF FROM CONSTRUCTION ACTIVITIES. ADJUST SEDIMENT

CLARITY PURPOSES. EXTEND/CONTINUE SILT FENCING ALONG THE PERIMETER OF THE EXISTING

3. SEDIMENT CONTROL MEASURES ALONG THE EXISTING ABUTMENT EDGES ARE NOT SHOWN FOR

CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE GOVERNMENT.

REMAIN. THE CONTRACTOR SHALL RESTORE ANY DAMAGES TO THE ABUTMENTS CAUSED BY

2. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF THE EXISTING STONE ABUTMENTS TO

CONTRSUCTION AS CLOSE AS POSSIBLE.

EXISTING ABUTMENTS CONSIST OF DRY-SET GRANITE AND FIELDSTONES. MATCH EXISTING WALL

AS NECESSARY TO EXCAVATE AND FILL BEHIND THEM AS INDICATED ON THE CONTRACT DRAWINGS.

1. THE CONTRACTOR SHALL RESET LOOSE OR UNSTABLE STONES OF THE EXISTING ROAD ABUTMENTS

GENERAL SITE/CIVIL NOTES:

WATER SURFACE (EL. VARIES)

SPLIT RAIL FENCE

INSTALL 16' OF

WEST

C-101

EAST

C-101

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pw://PWINT-WPC.EIS.DS.USACE.ARMY.MIL:CENAE - New England District/Documents/Civil Works/Flood Control/Thames River Basin/West Thompson Lake/Blain Road Pedestrian Bridge/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Civil De

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3"-4"

WORK AREAPROTECTED AREA

STAKE (SEE NOTE 2)

2" x 2" WOODEN

SOCK

COMPOST FILTER

LINEAR LENGTH OF COMPOST FILTER SOCK.

2. WOODEN STAKES SHALL BE SPACED EVERY 10' ALONG ENTIRE

WITH THE GROUND ALONG ITS ENTIRE LENGTH.

1. BOTTOM OF COMPOST FILTER SOCK SHALL BE IN FULL CONTACT

DETAIL NOTES:

A1

SCALE: NTS

COMPOST FILTER SOCK DETAIL

M

IN

F1

SCALE: NTS

LOAM & SEED ADJACENT RIPRAP ADJACENT

EXISTING ABUTMENT TOE TIE-IN EXISTING EARTH TOE TIE-IN

D1

SCALE: NTS

D5

SCALE: NTS

36"

TERMINAL END OF RIPRAP - INLANDTERMINAL END OF RIPRAP - TOE TIE-IN

WETLAND

WETLAND

QUINEBAUG RIVER

INLAND

QUINEBAUG RIVER

18"

6"

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SPLIT RAIL FENCE DETAIL

D5

C-501

RIPRAP

EXISTING SUBGRADE (TYP)

EXISTING SUBGRADE

EXISTING SUBGRADE

ARMOR AT TOE

ADDITIONAL RIPRAP

FILTER MATERIAL

RIPRAP

ABUTMENT

CONCRETE

DECK

BRIDGE

STABLE SLOPE

CONSTRUCT TO A

EXISTING SUBGRADE SIDE FROM THE RIVER

IT TERMINATES AT THE INLAND

TAPER THE RIPRAP LAYER UNTIL

GRADE

EXISTING

RIPRAP

DECK

BRIDGE

PATH

WALKING

GRAVEL

SIDE FROM THE RIVER

IT TERMINATES AT THE INLAND

TAPER THE RIPRAP LAYER UNTIL

ALONG EXTERIOR

EXISTING ABUTMENT

WATER

EDGE OF

BEDDING MATERIAL (TYP)

SEED

AND

LOAM

FILTER MATERIAL

FILTER MATERIAL (6 INCH MINIMUM)

RIPRAP (18 INCH MINIMUM)

FILTER MATERIAL (6 INCH MINIMUM)

RIPRAP (18 INCH MINIMUM)

EXISTING ABUTMENT

ABUTMENT

CONCRETE

NEW

GRAVEL MATERIAL (TYP)

INSTALL AS SHOWN IN DETAIL F1

GRAVEL WALKING PATH (BACKGROUND);

24" MIN

EXISTING SUBGRADE

BEDDING MATERIAL6

M

IN

4"

POSTS IN 1' LIFTS

SOUNDLY AROUND

TAMP BACKFILL

POSTS, SET PLUM

TREATED WOOD

4" x 4" PRESSURE

RAIL HOLE (TYP)

8'

"TAPERED ENDS

2" x 4" RAIL (TYP), E6EPDLPT

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ISSUE FOR CONSTRUCTION

9"7'-0"9" 3'-0"3'-0"

BACKWALL

BREASTWALL

FOOTING

BRIDGE SEAT

E.L. 310

E.L. 316

6'-6"

1'-0" 1'-6"

2'-0"

E.L. 310

E.L. 316

14'-6"

JOINT

CONST.

JOINT

CONST.

O.C. EACH WAY

#7 BARS AT 12"

10" X 2" KEY

O.C. EACH WAY

#5 BARS AT 12"

AT 12" O.C.

#7 180° HOOK BARS

AT 12" O.C.

#5 BENT BARS

5'-0"

PICKET RAILING

HAND RAIL

TRUSS

FLOOR BEAM

COMPOSITE PLANK DECK

AT 12" O.C.

#7 180° HOOK BARS

O.C. EACH WAY

#5 BARS AT 12"

V A

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3"

ACROSS CONST. JOINT

BARS CONTINUOUS

CHAMFER

1"X1" 45°

JOINT

CONST.

3" 3"

CENTERLINE

BEARING

EDGE DIST.

8" MIN.

(BY BRIDGE MANUFACTURER)

PEDESTRIAN BRIDGE

4"

BRIDGE MANUFACTURER

AND GROUT PAD BY

NUT, BEARING PLATE,

EMBEDMENT

12" MINIMUM

1"

THREAD ROD

ASTM F1554 ALL

1" DIAMETER

PLACE TO PREVENT ROTATION

WASHER, TACK WELD NUT IN

HEAVY HEX NUT AND FLAT

REQUIRED

PROJECT AS

LEVELING NUT

HEAVY HEX

BACKWALL TO BACKWALL

85'-6"

OF BEARINGS

CENTER TO CENTER

84'-4"

ABUTMENT

NEW CONCRETEABUTMENT

NEW CONCRETE

(BY MANUFACTURER)

NEW BRIDGE

pw://PWINT-WPC.EIS.DS.USACE.ARMY.MIL:CENAE - New England District/Documents/Civil Works/Flood Control/Thames River Basin/West Thompson Lake/Blain Road Pedestrian Bridge/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Abutment

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E1

SCALE: 1/2" = 1' 0 2' 4'1'

BRIDGE ABUTMENT ELEVATION

E9

ABUTMENT CROSS SECTION

SCALE: 1/2" = 1' 0 2' 4'1'E5

ABUTMENT CROSS SECTION

SCALE: 1/2" = 1' 0 2' 4'1'

ABUTMENT NOTES

2" CLEAR COVER

C1

SCALE: 1/2" = 1' 0 2' 4'1'

ABUTMENT REINF. DETAIL

C3

WINGWALL REINF. DETAIL

C7

BRIDGE CROSS SECTION

D9

JOINT DETAIL

SCALE: 3" = 1' 6"0 3" 1'

J

K E

D Z

IE

R S

K I

N E

W P

E D

E S

T R

IA

N B

R

ID

G E

ON C-101

6. ABUTMENT ELEVATION, FILL, AND BEDDING SHALL BE AS SHOWN

5. JOINTS SHALL BE CHAMFERED ON BOTH FRONT AND BACK FACES

CONTINUOUS ACROSS THE JOINT.

AND WINGWALLS AS SHOWN, AND REINFORCEMENT SHALL BE

4. CONSTRUCTION JOINTS SHALL BE PLACED BETWEEN ABUTMENT

APPROVAL

AND SUBMIT ANY DESIGN CHANGES FOR GOVERNMENT

ABUTMENT DESIGN, BRIDGE DESIGNER SHALL NOTIFY COR

3. WHERE BRIDGE CONFIGURATION REQUIRES MODIFICATION OF

BE ADJUSTED TO ALIGN TOP OF HEADWALL WITH BRIDGE DECK.

2. DISTANCE BETWEEN TOP OF HEADWALL AND BRIDGE SEAT SHALL

SURFACES EXCEPT AS NOTED.

1. 3" CLEAR COVER OF CONCRETE SHALL BE PROVIDED ON ALL

BRIDGE NOTES

VARY PER MANUFACTURER'S BRIDGE DESIGN.

CONVENTIONS. ACTUAL DIMENSIONS MAY

DIMENSIONS SHOWN AND NAMING

SHOWN ONLY TO CONVEY THE MINIMUM

1. BRIDGE ELEVATION AND CROSS SECTION

C5

ANCHORAGE DETAIL

SCALE: 1" = 1' 0 1' 2'6"

A1

GENERAL BRIDGE PROFILE

SCALE: 1/4" = 1' 0 4' 8'2'

A P

R

IL

E9

S-501

E9

S-501

C1

S-501

C1

S-501

C3

S-501

C3

S-501

E5

S-501

E5

S-501

C5

S-501

E.L. 317 E.L. 317

BEARING TO BEARING

84' - 4"