Sewer Line Area C Rev1.pdf

PDF 831 KB Posted

Attached to
Y1NZ--Project 580-20-103 Replace Sanitary Sewer Lines in B100
Solicitation number
36C25622R0102
Issued by

About this file

This document includes a federal contract opportunity notice and related construction documents. The Michael E. DeBakey VA Medical Center in Houston, Texas is seeking proposals for a construction project to replace sanitary sewer lines in Building 100. The project is set aside only for service-disabled veteran-owned small businesses. Offerors must be registered in the required systems and have the assigned NAICS code. The pre-solicitation notice provides an overview of the requirement including a firm-fixed price construction contract to furnish all labor, materials and equipment. The construction drawings and specifications will be made available electronically on July 7, 2022 and include demolition, plumbing, fire protection and interior finish work. Proposals are due 120 days after solicitation with performance required within 300 calendar days of notice to proceed. Bid, payment and performance bonds will be required. The estimated value is between $1,000,000 to $2,000,000.

View the file

Other files

File Type Posted
580-20-103 Pre-Award Site Visit Sign-In Sheet.pdf PDF
Hard Ceiling Basement.pdf PDF
36C25622R0102 0001.docx DOCX document
580-20-103 Project Drawings.pdf PDF
580-20-103 Project Specifications.pdf PDF
580-20-103 Statement of Work.docx DOCX document
DOL Wage Determination TX20220253 dated 7-8-22.pdf PDF
36C25622R0102_1.docx DOCX document
SF24 Bid Bond.pdf PDF
36C25622R0102.docx DOCX document

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

R.8

S

R

Q

P

M

N

2020.1 19 18.9 18 17 1516 14 13.9

4" CONCRETE

PAD

GENERAL CAT

TRANSFORMER

BC-406

SUMP

PIT

VESTIBULE

BC-404

UNEXCAVATED

UNEXCAVATED

SERVICE DRIVE

ZBCB01

4" CONCRETE

PAD

GENERAL CAT

TRANSFORMER

BC-402

MECHANICAL BAY-3

UTILITY TUNNEL

BC-404A

4" CONCRETE

PAD

WIDE

SCREEN

AREAWAY

ZBC07

GENERAL CAT

AREAWAY

ZBC07

SERVICE

MECHANICAL

ROOM

BC-404A

VERTICAL

STAIR

ZBC05

VERTICAL

STAIR

ST-4

GENERAL CAT

BC-408

ELEVATOR

MACHINE

BC-408

SUMP

PITS TRASH

COMPACTOR

TRASH

COMPACTOR

TRASH

COMPACTOR

GENERAL

CAT

TRASH

DOCK

ZBC02

TRASH DOCK

VERTICAL

STAIR

ZBC03

4" CONCRETE

PAD

VERTICAL

STAIR

ZBC04

DINING COURT

FOUNTAIN

EQUIPMENT

GENERAL CAT

VESTIBULE

BC-404

ZBC06

FILLER INLETS

FOR TANKS AR

LAUNDRY

LIQUID

SUPPLY

BC-400

GENERAL CAT

LAUNDRY LIQUID

SUPPLY

BC-400

SD

8"

4"

SD

SZCV

S

S

12"

4" 4"

4"P-802

3"

3"

3"

4"

6" 3/4"

3/4"

3/4" CW - UP TO P-810

4" UP TO FD

4"

4" DR LINE

4" 4"

S

6" 4"

1 1/2" 3"

3/4"

3" UP TO FD

4" 4"

3"

3" 3"

4"

6" 4"

1 1/2" 3/4"

15"

15"

SD

SD

8"

3"

3"

4" FD-B

6" FD -T

3" FD-B

6" FD-T

3" FD-B

4" SAN UP

3" W UP

4"

4" 4"

3" 3"

3" W UP

3" W UP

3" W UP

4" SAN UP

4"

4"

3" W UP

3" 3"

6" 6" 4"

4"

4" SAN UP

SD

6"

6" 6" 4"

15"

SD

SD

10"

10"

4"

CO

6"

4"

4" UP TO-U

SD 3"

3" UP TO FD-U

UP TO FCO

CO

SD

4" UP TO FD-U 4"

4"

4"

6"

6"4"4" UP TO FD-U

4"

UP TO FCO 4"

4"

4" 6"

4"

6" 4"4" SAN. UP

4"

4"

6"

SDSD

15"

12"

6"

15" STORM

SEWER (21180Ø)RISE & SPILL

ON GRADE

15"

3/4"

4" UP TO FD-U

4" UP TO FD-U

6" SD

CO

6"

8" SD - DN

4"

SUMP PUMP

SP-5 & 6

4"

3"

4" SAN UP

4" VENT UP

3" UP TO

FD-C

SD

4" FD-B

4" SAN UP

4" SAN UP

4" VENT UP

3"

4"

4"

4" S

AN

UP

15" STORM

SEWER

DS

SD

3/4" SCW - DN TO

CAUSTIC SILICATE

PUMP ASSEMBLY

DS

3/4" CW

DN TO P

- 805

3/4" UP

TO P-810

4"

SAN

2 1/2" FIRE

LINE DN TO

FHV AT

BASEMENT

S-2

CONNECT

TO

SPRINKLER

SYSTEM

S-2A

S-2S-2A

F

3" FD-A

(90Ø)

4" UP

TO FD

4" UP

TO FD

S-2

P

S-2A

DS

CRP

S-2A

S-2

1 1/2"

1 1/2"

1 1/2"

2"

2"

1 1/2"

2" V UP

2" V DN

2"

1 1/2"

2"

2"

1 1/2" W UP

2"2"1 1/2" W UP

2"

2" VENT UP

2"

1 1/2" W UP

2"

2"

1 1/2" W UP

2" VENT

2" 2"

2"1 1/2" W UP

2"

1 1/2" W UP

2"

2" W UP

1 1/2" W UP

2"

1 1/2" W UP

2" VENT

2" W UP

S-2AS-2A

2" DRAIN RISER

DOWN TO 4" HD

AT BASEMENT

S-2A

1 1/2"

W-UP

2"

W-UP

P

P

2 2

VEG 20.20

580-20-103

2002 HOLCOMBE BLVD, HOUSTON, TX 77030

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

A/E DESIGN SERVICES TO

REPLACE SANITARY SEWER

LINES AT B100

KEY PLAN

100-22

100-18100-19 D C

100-23 H G

100-26 L

100-17 B

100-27

100-21

100-25 K

F

100-24

N

J

100-16 A

100-20 E

P l a n

N o r t h

T r u e

N o r t h

KEYNOTES

GENERAL NOTES

07/09/2021 MB RL

PD103

PLUMBING DEMOLITION PLAN

BASEMENT LEVEL - AREA C

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

PLUMBING DEMOLITION PLAN

BASEMENT LEVEL - AREA C

A. REFER TO P-001 FOR PLUMBING SYMBOLS, ABBREVIATIONS, AND

GENERAL NOTES.

B. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND

REPORT ALL DISCREPANCIES TO THE VHA COR BEFORE PROCEEDING

WITH WORK.

C. ALL PIPING OFFSETS, VALVES, AND OTHER ACCESSORIES MAY NOT BE

SHOWN ON THE FLOOR PLANS. REFER TO SPECIFICATIONS, RISER

DIAGRAMS, AND TYPICAL DETAILS FOR FURTHER REQUIREMENTS.

D. BOLD LINES REPRESENT PIPING BEING REMOVED. LIGHT LINES

REPRESENT EXISTING PIPING TO REMAIN AND ARE FOR REFERENCE

ONLY.

E. CONTRACTOR SHALL INSTALL TEMPORARY BYPASS PIPING TO MINIMIZE

SYSTEM SHUTDOWN. SEE SPEC SECTION 01 00 00 GENERAL

REQUIREMENTS AND DETAIL 3/P-501.

G. REFER TO SPEC SECTION 01 35 26 SAFETY REQUIREMENTS FOR

INFECTION CONTROL REQUIREMENTS BEFORE STARTING WORK.

POINT OF DEMOLITION TO VARIOUS PIPING THROUGHOUT AREA.

REFER TO SPEC SECTION 02 41 00 DEMOLITION FOR EXACT

REQUIREMENTS.

CONTRACTOR SHALL DEMO RISER PIPING AS CLOSE AS POSSIBLE TO

ABOVE FLOOR PENETRATION.

DEMO EXTENTS SHOWN FOR MAIN RUNS ARE MINIMUMS ONLY. REFER

TO DETAIL 003 ON P-501.

P l a n

N o r t h

T r r t h

07/07/2021

VHAHOUDiazA4 Polygonal Line

VHAHOUDiazA4 Polygonal Line

VHAHOUDiazA4 Text Box Work inside the red lines will not be included in SOW.

R.8

S

R

Q

P

M

N

2020.1 19 18.9 18 17 1516 14 13.9

4" CONCRETE

PAD

GENERAL CAT

TRANSFORMER

BC-406

SUMP

PIT

VESTIBULE

BC-404

UNEXCAVATED

UNEXCAVATED

SERVICE DRIVE

ZBCB01

4" CONCRETE

PAD

GENERAL CAT

TRANSFORMER

BC-402

MECHANICAL BAY-3

UTILITY TUNNEL

BC-404A

4" CONCRETE

PAD

WIDE

SCREEN

AREAWAY

ZBC07

GENERAL CAT

AREAWAY

ZBC07

SERVICE

MECHANICAL

ROOM

BC-404A

VERTICAL

STAIR

ZBC05

VERTICAL

STAIR

ST-4

GENERAL CAT

BC-408

ELEVATOR

MACHINE

BC-408

SUMP

PITS

TRASH

COMPACTOR

TRASH

COMPACTOR

TRASH

COMPACTOR

GENERAL

CAT

TRASH

DOCK

ZBC02

TRASH DOCK

VERTICAL

STAIR

ZBC03

4" CONCRETE

PAD

VERTICAL

STAIR

ZBC04

DINING COURT

FOUNTAIN

EQUIPMENT

GENERAL CAT

VESTIBULE

BC-404

ZBC06

FILLER INLETS

FOR TANKS AR

LAUNDRY

LIQUID

SUPPLY

BC-400

GENERAL CAT

LAUNDRY LIQUID

SUPPLY

BC-400

SD

SS

S S

S S

S S

8"

S S

S S

SS SS SS SS SS

4"

SSSSSS

S S

S S

S S

S S

SSSS

SS

SS

S S

SS SS

S S

SD

SZCV

S

S

12"

3"

4" 4"

3"

3"

4"P-802

3"

3"

3" 3"

3"

4"

6" 3/4"

3/4"

3/4" CW - UP TO P-810

4" UP TO FD

4"

4" DR LINE

4" 4"

S

6" 4"

1 1/2" 3"

3/4"

3" UP TO FD

3" V UP

3" V DN

3"

4" 4"

3" 3"

3" 3"

4"

3"

6" 4"

1 1/2" 3/4"

15"

15"

SD

SD

8"

3"

3"

S S

S S

S S

S S

4" FD-B

6" FD -T

3" FD-B

6" FD-T

3" FD-B

3"

3" W UP

3"3"3" W UP

3"

4" SAN UP

3" VENT UP

3" W UP

4"

3" 4"

4"

3" 3"

3" W UP

3" W UP

3" W UP

3" W UP

3"

4" SAN UP

4"

4"

3" W UP

3" 3"

6" 6" 4"

4"

4" SAN UP

3" 3" W UP

SD

6"

6" 6" 4"

15"

SD

3" VENT

SD

10"

10"

4"

CO

6"

4"

4" UP TO-U

SD 3"

3" UP TO FD-U

UP TO FCO

CO

SD

4" UP TO FD-U 4"

4"

4"

6"

6"4"4" UP TO FD-U

4"

3"

3" W-UP

UP TO FCO 4"

4"

4"

3"

6"

4" 3"

6" 4"4" SAN. UP

3" W UP

4" 3"

3" W UP

4" 3"

6"

SDSD

15"

12"

6"

15" STORM

SEWER (21180Ø)RISE & SPILL

ON GRADE

15"

3/4"

4" UP TO FD-U

4" UP TO FD-U

6" SD

CO

6"

8" SD - DN

4"

3" W UP

3" W UP

SUMP PUMP

SP-5 & 6

3"

4"

3"

4" SAN UP

4" VENT UP

3" UP TO

FD-C

SD

4" FD-B

3" W UP

3" VENT

3" VENT

4" SAN UP

3" W UP

4" SAN UP

4" VENT UP

3"

4"

S S

6"

4"

2" DRAIN RISER DOWN

TO 4" HD AT BASEMENT

3"

W-UP

4" S

AN

UP

15" STORM

SEWER

P

DS

SD

3/4" SCW - DN TO

CAUSTIC SILICATE

PUMP ASSEMBLY

DS

3/4" CW

DN TO P

- 805

3/4" UP

TO P-810

4"

SAN

S-2A2 1/2" FIRE

LINE DN TO

FHV AT

BASEMENT

S-2

CONNECT

TO

SPRINKLER

SYSTEM

S-2A S-2A S-2A

S-2S-2A

F

3" FD-A

(90Ø)

4" UP

TO FD

4" UP

TO FD

S-2

P

S-2A

DS

CRP

S-2A

S-2

2 2

P

VEG 20.20

580-20-103

2002 HOLCOMBE BLVD, HOUSTON, TX 77030

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

A/E DESIGN SERVICES TO

REPLACE SANITARY SEWER

LINES AT B100

KEY PLAN

100-22

100-18100-19 D C

100-23 H G

100-26 L

100-17 B

100-27

100-21

100-25 K

F

100-24

N

J

100-16 A

100-20 E

P l a n

N o r t h

T r r t h

KEYNOTES

GENERAL NOTES

07/09/2021 MB RL

PW103

PLUMBING SANITARY PLAN

BASEMENT LEVEL - AREA C

SCALE:

2' 4' 8' 16' 32'

1/8" = 1'-0"

PLUMBING SANITARY PLAN

BASEMENT LEVEL - AREA C

A. REFER TO P-001 FOR PLUMBING SYMBOLS, ABBREVIATIONS, AND

GENERAL NOTES.

B. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND

REPORT ALL DISCREPANCIES TO THE VHA COR BEFORE PROCEEDING

WITH WORK.

C. ALL PIPING OFFSETS, VALVES, AND OTHER ACCESSORIES MAY NOT BE

SHOWN ON THE FLOOR PLANS. REFER TO SPECIFICATIONS, RISER

DIAGRAMS, AND TYPICAL DETAILS FOR FURTHER REQUIREMENTS.

D. BOLD LINES REPRESENT NEW PIPING TO BE INSTALLED. LIGHT LINES

REPRESENT EXISTING PIPING TO REMAIN AND ARE FOR REFERENCE

ONLY.

E. CONTRACTOR SHALL PAINT ALL SECTIONS OF EXISTING SANITARY

PIPING ON THIS PLAN SHEET WITH RUST CONVERTER COATING PER

SPECIFICATIONS 09 91 00. INCLUDE SCOPE OF THIS GENERAL NOTE IN

DEDUCT ALTERNATE 1. IF ACCEPTED DO NOT PAINT PIPING.

F. CONTRACTOR SHALL INSTALL TEMPORARY BYPASS PIPING TO MINIMIZE

SYSTEM SHUTDOWN. SEE SPEC SECTION 01 00 00 GENERAL

REQUIREMENTS AND DETAIL 3/P-501.

G. REFER TO SPEC SECTION 01 35 26 SAFETY REQUIREMENTS FOR

INFECTION CONTROL REQUIREMENTS BEFORE STARTING WORK.

POINT OF CONNECTIONS TO VARIOUS PIPING THROUGHOUT AREA.

REFER TO SPECIFICATIONS FOR EXACT REQUIREMENTS.

CONTRACTOR SHALL TERMINATE RISER PIPING AS CLOSE AS POSSIBLE

TO ABOVE FLOOR PENETRATION.

NEW WORK EXTENTS SHOWN FOR MAIN RUNS ARE MINIMUMS ONLY.

REFER TO DETAIL 003 ON P-501.

P l a n

N o r t h

T r r t h

07/07/2021

VHAHOUDiazA4 Polygonal Line

VHAHOUDiazA4 Polygonal Line

VHAHOUDiazA4 Text Box Work inside the red lines will not be included in SOW.

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