Project_Plans.pdf

PDF 2 MB Posted

Attached to
FENCE REPLACEMENT AND CONCRETE REPAIRS - CHENEY TRAIL BRIDGE OVER CENTER STREET
Solicitation number
23/24-26
Issued by
Hartford County, Connecticut

About this file

This document is a detailed engineering plan set from the Town of Manchester Public Works Department in Connecticut, specifically for a Fencing Replacement and Concrete Repairs project at the Cheney Trail Bridge over Center Street (State Routes 6 and 44). The project involves replacing the existing ornamental steel fence with a new Montage Plus Rail fence system, which features specialized welding, uniform zinc coating, zinc phosphate coating, epoxy primer, and an acrylic topcoat. The plan includes precise technical specifications for fence installation, including post dimensions, bracket options, and raking directional details, with photographs showing the current condition of the bridge area and concrete repair zones.

The engineering plan provides comprehensive technical details for contractors, including cross-sectional views of fence components, mounting specifications, and site layout. The fence will utilize a "Good Neighbor" profile with no exposed welds and an E-Coat coating system, suggesting high-quality aesthetic and durability standards. The project appears to be a targeted infrastructure improvement focusing on safety and visual enhancement of the Cheney Trail Bridge crossing, with specific attention to fencing replacement and localized concrete repairs along Center Street.

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Text version

TOWN OF MANCHESTER

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

2023067

CENTER STREET

MANCHESTER, CT

FENCING REPLACEMENT

AND CONCRETE REPAIRS

CHENEY TRAIL BRIDGE

OVER CENTER STREET

2023067-PLAN.DWG

PLAN

CENTER STREET (STATE ROUTES 6 AND 44)

Base Material

Uniform Zinc Coating (Hot Dip)

Zinc Phosphate Coating Epoxy Primer

16"

2"

FLAT MOUNT

Acrylic Topcoat

Bracket Options

512"

Varies With

Height

2" Nom.

4'

36" Min.

Footing Depth

8"

2" MONTAGE PLUS Rail

(See Cross- Section Below)

TM

Post 21 2" x 16ga

4" 18ga Picket

RAKING DIRECTIONAL ARROW

Welded panel can be raked 30" over 8' with arrow pointing down grade.

MONTAGE PLUS RAIL

Specially formed high strength architectural shape.

TM

PROFUSION WELDING PROCESS

No exposed welds, Good Neighbor profile - Same appearance on both sides

TM

MONTAGE PLUS RAILTM

E-COAT COATING SYSTEM

TYPICAL315

16"

8' O.C. Nom.

BX111BX112/117BX114

UNIVERSAL BOULEVARDLINE BOULEVARD

BRACKETBRACKET BRACKET

ORNAMENTAL STEEL FENCE

NOT TO SCALE

Recore existing concrete wall (typ.)

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CL&P

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WV

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AutoCAD SHX Text Cb"C"

AutoCAD SHX Text Tf.=175.80'

AutoCAD SHX Text Cb"C"

AutoCAD SHX Text Tf.=177.50'

AutoCAD SHX Text Conc Curb

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AutoCAD SHX Text Tf.=176.41'

AutoCAD SHX Text Cb"C"

AutoCAD SHX Text Tf.=175.95'

AutoCAD SHX Text Fl.=172.77'

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AutoCAD SHX Text Tf.=179.47'

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AutoCAD SHX Text Tf.=179.32'

AutoCAD SHX Text Cb"C"

AutoCAD SHX Text Tf.=176.46'

AutoCAD SHX Text 24"Rcp

AutoCAD SHX Text 15"Rcp

AutoCAD SHX Text 18"Rcp

AutoCAD SHX Text 15"Rcp

AutoCAD SHX Text Conc Sidewalk

AutoCAD SHX Text Bridge Wall

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AutoCAD SHX Text Block Wall

AutoCAD SHX Text N/F Land of

AutoCAD SHX Text Cubesmart LP

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AutoCAD SHX Text Town of Manchester

AutoCAD SHX Text N/F Land of

AutoCAD SHX Text Town of Manchester

AutoCAD SHX Text N/F Land of

AutoCAD SHX Text Teutonische Ordnung, LLC

AutoCAD SHX Text 255 Center Street

AutoCAD SHX Text 261 Center Street

AutoCAD SHX Text 244 Center Street

AutoCAD SHX Text N/F Land of

AutoCAD SHX Text 425 Broad St., LLC

AutoCAD SHX Text 425 Broad Street

AutoCAD SHX Text Street Line

AutoCAD SHX Text Street Line

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AutoCAD SHX Text Conc Curb

AutoCAD SHX Text 8" Plastic Gas Line

AutoCAD SHX Text 12" C.I.W.P

AutoCAD SHX Text 12" C.I.W.P.

AutoCAD SHX Text Drain

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AutoCAD SHX Text Tf.=181.85'

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AutoCAD SHX Text Tf.=176.62'

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AutoCAD SHX Text Tf.=179.32'

AutoCAD SHX Text 12"Clay

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AutoCAD SHX Text Tf.=180.12'

AutoCAD SHX Text Rip Rap

AutoCAD SHX Text 18"Rcp

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AutoCAD SHX Text Tf.=179.86'

AutoCAD SHX Text Smh

AutoCAD SHX Text Tf.=180.52'

AutoCAD SHX Text Overhead Bridge

AutoCAD SHX Text Clearance 14'%%p

AutoCAD SHX Text Inv.(N)=172.16'

AutoCAD SHX Text 10"C.I.

AutoCAD SHX Text Inv.(SE)=176.32'

AutoCAD SHX Text Inv.=(N)174.12'

AutoCAD SHX Text Fl.=175.72'

AutoCAD SHX Text Inv.=177.85'

AutoCAD SHX Text Inv.(S)=173.82'

AutoCAD SHX Text Inv.(N)=176.32'

AutoCAD SHX Text 10"C.I.

AutoCAD SHX Text 24"Clay

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AutoCAD SHX Text Level 3 Underground Comm.

AutoCAD SHX Text Conc Curb

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AutoCAD SHX Text 6" Steel Gas Line

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12"VCP

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12"VCP

AutoCAD SHX Text 1"Copper

AutoCAD SHX Text 8"Fire

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CS

AutoCAD SHX Text 8"San Lateral

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CL&P

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AutoCAD SHX Text Clay Conduit

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AutoCAD SHX Text Conc Sidewalk

AutoCAD SHX Text Conc Retaining Wall

AutoCAD SHX Text Conc Retaining Wall

AutoCAD SHX Text Aluminum Fence

AutoCAD SHX Text Aluminum Fence

AutoCAD SHX Text Conc Retaining Wall

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text 262 Center Street

AutoCAD SHX Text 24"Clay

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JED

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LEGEND

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= PROPERTY LINE

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= GAS GATE

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= SANITARY MANHOLE

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= DECIDUOUS TREE

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= CONIFEROUS TREE

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= LIGHT POLE

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= CULVERT END

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= CURB STOP

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= HYDRANT

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= CATCH BASIN

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BV

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BO

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= SIGN

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= WATER VALVE

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= DOUBLE POST SIGN

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= BUTTERFLY VALVE

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= BLOW OFF

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= DRAINAGE MANHOLE

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TV

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= CATV TUBE

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= TELEPHONE BOX

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= ELECTRIC BOX

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= CONTROLLER CABINET

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= BOLLARD

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= MAIL BOX

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= STONE WALL

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= GUIDE RAIL

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= RETAINING WALL

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= WIRE FENCE

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= IRON PIPE

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= UTILITY POLE

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= DRILL HOLE

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= CONTROL POINT

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= IRON ROD

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= CHAIN LINK FENCE

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= STOCKADE FENCE

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= GRANITE MONUMENT

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= CONCRETE MONUMENT

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= UTILITY POLE WITH LIGHT

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= TRAFFIC SPAN POLE

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= WETLANDS BOUNDARY

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= RAILROAD TRACKS

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= EROSION CONTROL

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= WETLAND FLAG

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494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191

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FILENAME

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PROJECT NUMBER

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FILE

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DATE

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NO.

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DRAWN BY:

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CHECKED BY:

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RELEASED BY:

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PROJECT LOCATION

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PROJECT TITLE

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SHEET TITLE

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SHEET NUMBER

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DATUM

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HORIZONTAL: NAD83 VERTICAL: NAVD88

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JL

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DRAWING SCALE

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HORIZONTAL: 1" = 10' VERTICAL: NONE

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OR AS NOTED

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GRAPHIC SCALE

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BIDDING

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CONCRETE REPAIR (AREA 1)

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CONCRETE REPAIR (AREA 2)

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CONCRETE REPAIR (AREA 3)

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REMOVE EXISTING CHAIN LINK FENCE AROUND COLUMNS (TYP. BOTH SIDES)

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BEGIN REPLACE ORNAMENTAL STEEL FENCE

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END REPLACE ORNAMENTAL STEEL FENCE

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BEGIN REPLACE ORNAMENTAL STEEL FENCE

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END REPLACE ORNAMENTAL STEEL FENCE

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INSTALL ORNAMENTAL STEEL FENCE AROUND COLUMNS (TYP. BOTH SIDES)BOTH SIDES)

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LOOKING NORTH

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LOOKING SOUTH

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CONCRETE REPAIR (AREA 1)

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CONCRETE REPAIR (AREA 3)

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CONCRETE REPAIR (AREA 2)

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MAGNETIC

Sheets and Views
SHEET 2- PLAN

File details come from the government source that posted it. Updated .