Sheet 5.pdf

PDF 29 MB Posted

Attached to
Sewer Line Rehabilitation Homestead Run
Solicitation number
W911WN10B0008
Issued by

About this file

Contract Drawing

View the file

Other files

File Type Posted
W911WN10C0014 Mod P00001.pdf PDF
Bid results for 10B0008.doc DOC document
Amendment 0002 Summary of Changes.pdf PDF
33 01 99.pdf PDF
01 57 20.00 10.pdf PDF
Bidder Questions and Answers.doc DOC document
MSSMA Manhole Rehabilitation Schedule Am 2.pdf PDF
01 22 00.00 10.pdf PDF
PA Programmatic General Permit —
MSSMA Manhole Schedule.pdf PDF
W911WN10B0008 Amendment 0001.pdf PDF
01 10 00.pdf PDF
01 35 26.pdf PDF
01 50 10.pdf PDF
Pre Bid Attendance Register.pdf PDF
Sheet 8.pdf PDF
Schedule Sheet 1 .pdf PDF
Sheet 10.pdf PDF
Sheet 1.pdf PDF
Cover 1 .pdf PDF
Sheet 6.pdf PDF
Sheet 2.pdf PDF
Sheet 7.pdf PDF
Sheet 4.pdf PDF
Sheet 3.pdf PDF
Sheet 9.pdf PDF
Technical Specifications.pdf PDF
W911WN10B0008.pdf PDF
Show all 28

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Chester Engineers Airside Business Park 260 Airside Dr. Moon Twp., PA 15108-2793

(412) 890-6600 FAX (412) 809-6611

www.chester-engineers.com

Drawing Sheet Rev

FILE:

PLOTTED: 08-6405-MC-A-05

PROJECT:

0 25 5012.5 Feet

I

G:\2009\Munhall\USACE\Mapbook\Mapbook_v6.mxd

Sewer locations are approximate.

Pipe widths are not drawn to scale.

Please field verify manhole locations.

5 of 101 inch = 50 feet

US ARMY CORPS OF ENGINEERS

PITTSBURGH DISTRICT

NON FEDERAL SPONSOR

MUNICIPALITY OF MUNHALL

ALLEGHENY COUNTY, PA

MSSMA HOMESTEAD RUN LINING PROJECT

Scheduled Repair Items !( Manhole, to be rehabilitated

$1 Tap Break-In, to be cut Full length lining

Lateral, to be reconnected

REHABILITATE

EXISTING MANHOLE 1008

INSTALL NEW WATERTIGHT FRAME AND COVER

SEAL INVERT

DEPTH: 6 FT

REHABILITATE

EXISTING MANHOLE 211

INSTALL NEW WATERTIGHT FRAME AND COVER

SEAL INVERT

DEPTH: 30 FT

REHABILITATE

EXISTING MANHOLE 1009

INSTALL NEW WATERTIGHT FRAME AND COVER

SEAL BRICK INTERIOR

SEAL INVERT

DEPTH: 6.7FT

1 SQ YD CONCRETE RESTORATION

REHABILITATE

EXISTING MANHOLE 210

INSTALL NEW WATERTIGHT FRAME AND COVER

SEAL BRICK INTERIOR

SEAL INVERT

DEPTH: 7.08 FT

REHABILITATE

EXISTING MANHOLE 1020

INSTALL NEW WATERTIGHT FRAME AND COVER

SEAL BRICK INTERIOR

SEAL INVERT

DEPTH: 6.25 FT

1 SQ YD CONCRETE RESTORATION

REHABILITATE

EXISTING MANHOLE 1022

INSTALL NEW WATERTIGHT FRAME AND COVER

SEAL EXTERIOR

DEPTH: 7 FT

REHABILITATE

EXISTING MANHOLE 1021

INSTALL NEW WATERTIGHT FRAME AND COVER

SEAL BRICK INTERIOR

SEAL INVERT

SEAL EXTERIOR

DEPTH: 6.92 FT

REHABILITATE

EXISTING MANHOLE 197

INSTALL NEW WATERTIGHT FRAME AND COVER

SEAL INVERT

DEPTH: 9.4 FT

1 SQ YD ASPHALT RESTORATION

REHABILITATE

EXISTING MANHOLE 209

INSTALL NEW WATERTIGHT FRAME AND COVER

DEPTH: 7.5 FT

REHABILITATE

EXISTING MANHOLE 1025

INSTALL NEW WATERTIGHT FRAME AND COVER

SEAL EXTERIOR

DEPTH: 6.17 FT

REHABILITATE

EXISTING MANHOLE 1024

INSTALL LIFTMATE HINGE SYSTEM

SEAL EXTERIOR

DEPTH: 7.5 FT

REHABILITATEEXISTING MANHOLE 207INSTALL NEW WATERTIGHT FRAME AND COVER

SEAL INVERTDEPTH: 7.5 FT

REHABILITATE

EXISTING MANHOLE 206

INSTALL NEW WATERTIGHT FRAME AND COVER

DEPTH: 6.08 FT

REHABILITATE

EXISTING MANHOLE A607

INSTALL NEW WATERTIGHT FRAME AND COVER

SEAL BRICK INTERIOR

SEAL INVERT

SEAL EXTERIOR

DEPTH: 5.83 FT

REHABILITATE

EXISTING MANHOLE A608

INSTALL NEW WATERTIGHT FRAME AND COVER

DEPTH:5.03 FT

20' Construction Work Limit

End Additive Item A

Start Base Bid

Public RoW

Temporary Easement Access Road #3

Existing Gravel Road

0.1 Acre

Install Temporary Silt Fencing

Install Temporary Silt Fencing

Rock Construction Entrance

Rock Construction Entrance

20' construction Work Limit

Do not reopen Western service lateral

Do not reopen service lateral

A607

A608

1410 1408 1406

1397 1392 1391 1390 1372

1368 1362

24'' x 92'

24''x 44'

24''x 45' 24'' x 51'

24'' x 6

9'

24'' x 262'

15'' x 191'

24'' x 108'

24'' x 145'

24'' x 146'

24'' x 162'

24'' x 172'

24'' x 258'

24'' x 324'

24'' x 331' 180-J-100 180-J-101

181-F-180

180-P-21-0-1

179-N-25

180-P-285

181-B-72

180-P-295

181-B-70

180-J-102

180-P-122

180-P-102

180-P-100

180-P-199

180-P-190

181-B-114

180-N-11 180-J-103

180-N-19

ACKERMAN

S T

HOMESTEAD AVE

CY

PR

ES

S CT

VIR

GINIA

AV

E

HENRY ST

HIGHLAND

AVE

WASHI NGTON

AVE

RAVINE ST

FREIDEL ST

GR

EE

NS

PR

IN

GS

AV

E

VONDERA

ST

AV

ON

RD

AVON RD

Legend !( Manhole, no rehabilitation required

Sewer Line, no rehabilitation required Drainage Edge of Pavement Munhall Boundary

Erosion and Sediment Control Public RoW Work Limit Temporary Laydown Area Temporary Access Road Parcel Building Footprint

Flow DirectionClearing and Grubbing, as needed Construction Set

Base Bid Additive Item A Additive Item B

PROJECT EXTENT

12/15/09 FINAL

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