PL07_C-03.pdf

PDF 376 KB Posted May 10, 2022

Attached to: Second High Reservoir Maintenance and Improvements, Washington Aqueduct, Washington DC
Solicitation number: W912DR22B0007
Issued by: Department of the Army Corps of Engineers Engineering District Baltimore

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for a firm-fixed-price construction contract to complete maintenance and improvements at the Second High Reservoir in Washington, DC. The U.S. Army Corps of Engineers, Baltimore District will award the contract to replace structures and systems at the reservoir, including the brick Sample Building, 24-inch drain line, installation of mechanical mixers, sealing of interior joints and cracks, addition of a spread spectrum radio communications antenna, roof sub-drainage system, and replacement of the perimeter fence. The work aims to address previously identified operational and water quality issues at this critical component of the water distribution system that supplies approximately one million people. The project completion period is restricted due to the necessary outage of the reservoir during construction. Bids are sought in accordance with FAR Part 14 sealed bidding procedures.

View the file

Other files

File	Type	Posted
C.04.01 Abstract of Bids W912DR22B0007 2nd High Reservoir.pdf	PDF	Jun 10, 2022
2nd High 04222022 Site Visit Sign In Sheet.pdf	PDF	May 10, 2022
PL31_M-02.pdf	PDF	May 10, 2022
B.08.03 Solicitation Amendment W912DR22B0007-0002.pdf	PDF	May 10, 2022
PL40_E-06.pdf	PDF	May 10, 2022
PL11_C-07.pdf	PDF	May 10, 2022
PL33_M-04.pdf	PDF	May 10, 2022
PL05_C-01.pdf	PDF	May 10, 2022
PL20_S-05.pdf	PDF	May 10, 2022
PL21_S-06.pdf	PDF	May 10, 2022
PL24_S-09.pdf	PDF	May 10, 2022
B.08.03 RFI Responses W912DR22B0007.pdf	PDF	May 10, 2022
PL10_C-06.pdf	PDF	May 10, 2022
PL08_C-04.pdf	PDF	May 10, 2022
PL25_S-10.pdf	PDF	May 10, 2022
PL03_G-03.pdf	PDF	May 10, 2022
PL18_S-03.pdf	PDF	May 10, 2022
PL14_C-10.pdf	PDF	May 10, 2022
PL22_S-07.pdf	PDF	May 10, 2022
PL06_C-02.pdf	PDF	May 10, 2022
B.08.03 Solicitation Amendment W912DR22B0007.pdf	PDF	Apr 19, 2022
B.08.02 Attachment C - DB Wage Determination DC20220002.pdf	PDF	Apr 15, 2022
B.08.02 Attachment B - Drawings.pdf	PDF	Apr 15, 2022
B.08.02 Solicitation W912DR22B0007.pdf	PDF	Apr 15, 2022

Show all 24

On GovTribe

Work with this file

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

WARREN ST NW

VAN NESS ST NW

S T

N W

VERPLANCK PL NW

EXISTING 36'' CI

EFFLUENT PIPE

EXISTING 36'' CI

INFLUENT PIPE

EXISTING 24'' CI

DRAIN PIPE

EXISTING 24'' TERRACOTTA

DRAIN PIPE, SEE PROFILE ON

SHEET C-08

2 3

4 5

12 13

14 15 16

UNDERDRAIN TABLE

POINT #

NORTHING

464995.1

465403.8

465402.2

464984.5

465315.5

465073.9

465144.7

465193.7

465242.8

465313.5

465402.2

464984.6

464984.5

465073.9

465144.7

465193.7

465242.8

465313.6

465351.7

465369.3

465402.2

465359.7

465355.9

465320.5

465324.3

465387.1

465324.3

465320.6

465193.8

465285.2

465289.0

465316.5

465289.0

465285.2

465193.7

465250.6

465193.7

465136.9

465102.3

465098.5

465070.7

465098.5

465102.3

465066.9

465063.2

465066.9

465031.6

465027.8

465031.6

EASTING

1287454.2

1287656.4

1287453.4

1287744.1

1287742.8

1287454.2

1287542.9

1287598.5

1287543.6

1287598.5

1287653.4

1287742.8

1287742.9

1287742.8

1287704.6

1287687.1

1287654.1

1287500.3

1287496.6

1287531.9

1287535.7

1287598.5

1287661.3

1287665.1

1287721.2

1287629.7

1287626.0

1287598.5

1287571.0

1287567.3

1287475.8

1287546.5

1287596.0

1287600.9

1287650.5

1287601.0

1287596.0

1287629.7

1287625.9

1287598.5

1287571.0

1287567.3

1287531.9

1287535.7

1287661.3

1287665.1

1287700.4

1287696.6

1287500.3

1287496.5

DESCRIPTION

PERIMETER DRAIN

DRAIN

INVERT

336.0

336.9

337.5

336.0

336.6

337.5

341.2

341.0

341.2

341.1

341.0

341.2

341.4

341.3

341.1

341.4

341.5

341.2

341.5

341.1

341.6

341.4

341.6

341.1

341.4

341.7

341.4

341.7

341.6

341.4

341.6

341.5

341.4

38 39

40 41

51 52

8" P

8" PVC L= 288.0'

8" PVC L= 293.0'

4" PVC

L= 110'

4" PVC

L= 90'

4" PVC

L= 40'

4" PVC

L= 78'

4" PVC

L= 78'

4" PVC

L= 40'

4" PVC

L= 110'

4" PVC

L= 90'

PVC

PERF. P

VC R

OOF

DRAIN

PIPE (T

YP)

PVC

.0'

PVC

4" P

4" PVC L= 93'4" PVC L=93'

NEW 8' PICKET FENCE

PVC

'4" PVC

L= 60'

4" PVC

L= 48'

NEW 8" PVC DRAIN LINE

TO NEW AIR GAP

STRUCTURE

PERF. P

VC R

OOF

DRAIN

PIPE (T

YP)

4" PERF. PVC ROOF

DRAIN PIPE (TYP)

4" PERF. PVC ROOF

DRAIN PIPE (TYP)

4" PERF. PVC ROOF

DRAIN PIPE (TYP)

4" PERF. PVC ROOF

DRAIN PIPE (TYP)

PERF. P

VC R

OOF

DRAIN

PIPE (T

YP)

PERF. P

VC R

OOF

DRAIN

PIPE (T

YP)

L= 130'

L= 60'

L= 130'

L= 55'

8''x8''x8'' DOUBLE WYE W/

CLEAN OUT, SEE DETAIL 8,

SHEET C-10

NEW 24" DIP

DRAIN PIPE

NEW AIR-GAP

CHAMBER

SAMPLE

BUILDING R-2

EXISTING SIDEWALK

TO BE REPLACED

NEW 6' SWING GATE

NEW 20' MOTORIZED

SLIDING GATE

CO CO

8'' PERF. PVC

PERIMETER DRAIN,

SEE DETAIL 2/C-10

EXISTING STAIRS TO REMAIN

EXISTING 10'' SANITARY

SEWER

EXISTING 8''

WATER LINE

EXISTING 8'' GAS

LINE

EXISTING 6''

SANITARY SEWER

EXISTING 24'' STORM

SEWER

EXISTING 10''

SANITARY SEWER

EXISTING 6'' GAS

LINE

EXISTING DIRECT

BURIED CONDUITS

TO GATE AND

LIGHTS

EXISTING DIRECT BURIED

CONDUITS TO CAMERA

EXISTING DUCTBANK

NEW 4'' PVC

DRAINAGE PIPE

EXISTING PLUGGED 6'' TERRACOTTA

PIPE TO BE REMOVED AS NEEDED

EXISTING PLUGGED TERRACOTTA

PIPE TO BE REMOVED AS NEEDED

EXISTING PLUGGED

TERRACOTTA PIPE TO BE

REMOVED AS NEEDED

EXISTING PLUGGED 8''

TERRACOTTA PIPE TO BE

REMOVED AS NEEDED

0.4 % (T

YP)

0.4 % (T

YP)

0.4% (TYP)

0.4 % (T

YP)

0.4 % (T

YP)

DIRECT BURIED

#4/0 BARE COPPER,

SEE SHEET E-02

COPPER GROUND ROD WITH

TEST WELL, SEE SHEET E-02

DRAWING NUMBER PLATE

SCALE: DATE: SHEET:

WASHINGTON AQUEDUCT

WASHINGTON, DC

MAINTENANCE AND IMPROVEMENTS

MARCH 2022

SECOND HIGH RESERVOIR

Nova Consulting

U.S. ARMY ENGINEER DISTRICT, BALTIMORE

CORPS OF ENGINEERS

BALTIMORE, MARYLAND

STEVEN S. EAGLE, PE

LEGEND:

FLOW DIRECTION

ROOF SLOPE BOUNDARY

GENERAL SHEET NOTES

1. LOCATION OF UNDERGROUND STRUCTURE WAS NOT CONFIRMED BY SURVEY.

CONTRACTOR SHALL VERIFY ACTUAL LIMITS OF RESERVOIR STRUCTURE AND

NOTIFY THE ENGINEER OF ANY DISCREPANCY WITH THE DESIGN.

2. FOR TYPICAL DRAIN PIPE TRENCH, SEE DETAIL 2/C-10.

3. FOR TYPICAL PERIMETER PIPE, SEE DETAIL 1/C-10.

4. FOR TYPICAL DRAINAGE AND WATERPROOFING DETAILS SEE SHEET C-10.

RESERVOIR LOADING LIMITATIONS NOTES:

1. SEE SHEET C-02 FOR RESERVOIR ROOF LOADING REQUIREMENTS.

KEY PLAN

ROOF DRAINAGE PLAN

AS SHOWN

80.2-2.7-07 07

C-03

CIVIL

ROOF DRAINAGE PLAN

UNDERDRAIN CLEAN OUT, TYPICAL OF 34 (SEE

DETAIL 6/C-10)

SCALE: 1"=30'-0"

0 30 60

XXXXXXXX

X X

X X X X X X X X X X X X

X X

VAN NESS ST NW

S T

N W th

S T

N W

WARREN ST NW

EXISTING SIDEWALK TO BE REPLACED

1 SSE

5/2022 AMENDMENT 0002

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text

EOI

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text

EOI

AutoCAD SHX Text

SD1

AutoCAD SHX Text S

AutoCAD SHX Text

REV

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text US Army Corps

AutoCAD SHX Text of Engineers

AutoCAD SHX Text

A/E PRINCIPAL

AutoCAD SHX Text

SEAL:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE : 1"=30'

AutoCAD SHX Text

Sheets and Views

C-03

	2022-05-03T16:42:40-0400
Steven S. Eagle P.E. 43684 State of Florida

File details come from the government source that posted it. Updated May 10, 2022.