Project_Plans.pdf
PDF 2 MB Posted
- 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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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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WV
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WV
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'
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AutoCAD SHX Text Tf.=176.46'
AutoCAD SHX Text 24"Rcp
AutoCAD SHX Text 15"Rcp
AutoCAD SHX Text 18"Rcp
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AutoCAD SHX Text Conc Sidewalk
AutoCAD SHX Text Bridge Wall
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AutoCAD SHX Text Cubesmart LP
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AutoCAD SHX Text Town of Manchester
AutoCAD SHX Text N/F Land of
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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
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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
AutoCAD SHX Text Dmh
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.
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AutoCAD SHX Text 6" Steel Gas Line
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12"VCP
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12"VCP
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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
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AutoCAD SHX Text Chain Link Fence
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AutoCAD SHX Text 262 Center Street
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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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CS
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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
AutoCAD SHX Text 05/01/23
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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 |
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