Attachment 4 Chronic Dialysis Sleep Program Drawings Part 1.pdf

PDF 17 MB Posted Aug 26, 2020

Attached to: Y1DA--Construct Dialysis and Sleep Program Construct and Renovate Chronic Dialysis & Sleep Program Project #612 502 Minor Construction - Martinez, CA VISN 21 Federal contract opportunity
Solicitation number: 36E77620R0039
Issued by: Department of Veterans Affairs Headquarters

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract solicitation to construct and renovate chronic dialysis and sleep program spaces at the Martinez VA Outpatient Clinic in Martinez, California. The solicitation will be issued as a request for proposal to award a firm-fixed-price construction contract valued over $10 million. The period of performance is approximately 760 calendar days. The project involves constructing a 6,000 square foot addition for administration, dialysis, and sleep lab spaces to Building 20, renovating 4,200 square feet of pharmacy, administration, canteen, and retail spaces in Building 20, adding a 1,000 square foot coffee bar to Building 19, and installing dialysis boxes in patient rooms in Building 20. The solicitation will be a total set-aside for Service-Disabled Veteran-Owned Small Businesses. Questions must be submitted in writing by July 24, 2020 and the solicitation is expected to be issued on that same date by the Department of Veterans Affairs.

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Other files for this federal contract opportunity

Other files attached to Y1DA--Construct Dialysis and Sleep Program Construct and Renovate Chronic Dialysis & Sleep Program Project #612 502 Minor Construction - Martinez, CA VISN 21, newest first.
File	Type	Posted
Amendment 0006 Attachment 2 - Deduct Alternative Update.pdf	PDF	Oct 8, 2020
Amendment 0006 36E77620R0039 - Proposal Extension and Clarifications - 20201008.pdf	PDF	Oct 8, 2020
Amendment 0006 Attachment 1 - Amendment 0002 SF30.pdf	PDF	Oct 8, 2020
Amendment 0005 36E77620R0039 - Proposal Due Date Extension - 20200930.pdf	PDF	Sep 30, 2020
Amendment 0004 Attachment 2 - AC101C-REV1.pdf	PDF	Sep 28, 2020
Amendment 0004 Attachment 1 - Responses to Technical Questions Received.pdf	PDF	Sep 28, 2020
Amendment 0004 36E77620R0039 - Responses to Technical Questions - 20200928.pdf	PDF	Sep 28, 2020
Amendment 0003 36E77620R0039 - Proposal Due Date Extension - 20200921.pdf	PDF	Sep 21, 2020
Amendment 0002 Attachment 1 Martinez Campus Parking 2020.pdf	PDF	Sep 10, 2020
Amendment 0002 36E77620R0039 - Site Visit - 20200909.docx	DOCX document	Sep 10, 2020
S06 - Amendment 0001 36E77620R0039 - 20200827.docx	DOCX document	Aug 27, 2020
Attachment 1 Updated SOW Chronic Dialysis and Sleep Program.docx	DOCX document	Aug 26, 2020
Attachment 2 Chronic Dialysis Sleep Program Specificiations Book.pdf	PDF	Aug 26, 2020
Attachment 11 - Past Performance Questionnaire 36E77620R0039.docx	DOCX document	Aug 26, 2020
36E77620R0039_1.docx	DOCX document	Aug 26, 2020
Attachment 10 JA Brand Name Items Signed and Redacted.pdf	PDF	Aug 26, 2020
Attachment 5 Chronic Dialysis Sleep Program Drawings Part 2.pdf	PDF	Aug 26, 2020
Attachment 3 Chronic Dialysis Sleep Program Cover Page.pdf	PDF	Aug 26, 2020
Attachment 8 Contractor Safety and Environmental Record Evaluation Form.docx	DOCX document	Aug 26, 2020
Attachment 6 Chronic Dialysis Sleep Program Drawings Part 3.pdf	PDF	Aug 26, 2020
Attachment 9 Wage Determination DBA - Martinez 20200721.pdf	PDF	Aug 26, 2020
Attachment 7 Release of Claims.docx	DOCX document	Aug 26, 2020

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Clinic Way

Administration

Lane

Ce nt er A ve nu e

VA Campus Drive

V eterans Circle

V et er an s Ci rc le

Muir Road

VA Campus Drive

V A

Cam pus Drive

Lower Parking Lot

Slope di tg=233.42 gas service

OUTPATIENT

Shasta

AB-4

R-2

R-1

Tahoe

(20)

AB-2

(19)

Napa

MRI

BLDG 15

Admin

ADMIN 21

Child

Center forRehabilitation and

Extended Care

AB-6

R-4

AB-7

AB-5

R-3

Care

CLINIC

JPII

SSMH

ac pavement con c.

wa lk conc. walk conc. walk building fan ac elec. panel a c s w al e woo d re t wa ll sig n ret wall wood ret wall ramp stairs conc.

water ff=234.79

"cm p c o n c w a lk conc walk

(3)-6" bollards co nc wa lk ov er he ad p ow er l in e conc ditch conc ditch conc courtyard conc.

walk conc. landing

ELEC

RM.

20" euc

18" oak

20" live oak

15" euc

V E

T E

R A

N S

D R

MUIR ROAD

CENTER AVENUE

GROUND NOT VISIBLE

SCATTERED BRUSH

DENSE TREES

DENSE TREESDENSE TREES

DENSE TREES

DENSE TREESDENSE TREES

DENSE TREES

OXYGEN STO.

P O

O L

P O

O L

P O

O L

P O

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187.7

190.8

193.0

195.1

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200.8

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216.9

213.2

211.0

209.2

214.8

218.8

218.6

217.7

206.7

208.9

212.4

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219.1

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259.4

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214.8

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200.7

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216.8

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226.9

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CHRONIC DIALYSIS AND

SLEEP PROGRAM

PROJECT NO. :612-502

VA NORTHERN CALIFORNIA HEALTH CARE

SYSTEM, MARTINEZ, CALIFORNIA

COVER SHEET

VICINITY MAP

SCALE: NTS

PROJECT

NORTH

FINAL STAMPED SUBMITTAL

PROJECT KEY NOTE

SCALE: NTS

1. ADDITION A:

NEW COFFEE BAR ADJACENT TO THE EXISTING MAIN ENTRANCE OF

THE OUTPATIENT CLINIC - (OPC BUILDING 19)

2. ADDITION B:

NEW ADMINISTRATION, DIALYSIS AND SLEEP LAB FACILITIES

ADJACENT TO THE EXISTING CENTER FOR REHABILITATION AND

EXTENDED CARE - (CREC BUILDING 20)

3. RENOVATION C:

RENOVATE EXISTING PHARMACY CANTEEN AND ADMINISTRATION

FACILITIES FOR NEW PHARMACY, ADMINISTRATION, CANTEEN AND

RETAIL FACILITIES IN THE EXISTING CENTER FOR EXTENDED CARE -

(CREC BUILDING 20)

4. PROVIDE DIALYSIS BOXES AT CREC PATIENT ROOMS.

PROJECT DESCRIPTION

PROJECT

NORTH

ADDITION B

RENOVATION C

A D

BUILDING 20

BUILDING 19

BID DEDUCTS

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

OF CA L I FORN

R E

I S T ER E D A RC H

I T E

C T

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t o n e i n c h o n e f o o t

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

02/25/2020

2/26/2020 1:39:36 PMH:\REVIT USER FILES\2018\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_RonKorte1120.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

R. KORTE

TI100

TITLE SHEET

J.ROBERTS

612-502

R. KORTE

SHEET INDEX

SHEET

NO. SHEET NAME

FP-101C FIRE SPRINKLER PLAN RENOVATION C

P001 PLUMBING GENERAL NOTES, LEGEND AND ABBREVIATIONS

PL002A PLUMBING SCHEDULES, DETAILS AND DIAGRAMS - ADDITION A

PL002B PLUMBING SCHEDULES - ADDITION B

PL002C PLUMBING SCHEDULES

PL003B PLUMBING DIAGRAMS - ADDITION B

PL100A PLUMBING ADDITION A SITE PLAN AND FLOOR PLAN

PL101A PLUMBING ROOF PLAN - ADDITION A

PL101B PLUMBING ENLARGED FLOOR PLAN EAST - ADDITION B

PD101C PLUMBING DEMOLITION PLAN - RENOVATION AREA C

PL101C PLUMBING ENLARGED PLUMBING FLOOR PLAN - RENOVATION C

PL101D PLUMBING FLOOR PLAN- NAPA WINGS WEST, NORTH & SOUTH

PL102B PLUMBING ENLARGED FLOOR PLAN WEST - ADDITION B

PL103B PLUMBING ROOF PLAN- ADDITION B

PL500 PLUMBING DETAILS

PL501 PLUMBING DETAILS

MH100 MECHANICAL GENERAL NOTES, LEGEND AND ABBREVIATIONS

MH101A MECHANICAL SCHEDULES - ADDITION A

MH101B MECHANICAL SCHEDULES - ADDITION B

MH101C MECHANICAL SCHEDULES - RENOVATION C

MH102B MECHANICAL SCHEDULES - ADDITION B

MH102C MECHANICAL SCHEDULES - RENOVATION C

MH103B MECHANICAL SCHEDULES - ADDITION B

MH201A MECHANICAL FLOOR PLAN - ADDITION A

MH201B MECHANICAL ENLARGED PLAN WEST - ADDITION B

MH201C MECHANICAL DEMOLITION PLAN - RENOVATION C

MH202B MECHANICAL ENLARGED PLAN EAST - ADDITION B

MH202C MECHANICAL FLOOR PLAN - RENOVATION C

MH301A MECHANICAL ROOF PLAN - ADDITION A

MH301B MECHANICAL ROOF PLAN - ADDITION B

MH301C MECHANICAL ROOF PLAN - RENOVATION C

MH401B MECHANICAL PIPING PLANS - ADDITION B

MH401C MECHANICAL PIPING DEMOLITION PLAN - RENOVATION C

MH402B MECHANICAL BLDG 20B CHW & HW PIPING

MH402C MECHANICAL PIPING FLOOR PLAN - RENOVATION C

MH403C MECHANICAL PIPING ROOF PLAN - RENOVATION C

MH501A MECHANICAL CONTROLS DIAGRAM - ADDITION A

MH501B MECHANICAL CONTROLS DIAGRAM - ADDITION B

MH502B MECHANICAL AIR SIDE P & ID - ADDITION B

MH601A MECHANICAL DETAILS - ADDITION A

MH601B MECHANICAL DETAILS - ADDITION B

MH601C MECHANICAL DETAILS - RENOVATION C

E100 ELECTRICAL GENERAL NOTES, LEGEND AND ABBREVIATIONS

ED101C ELECTRICAL LIGHTING DEMOLITION PLAN - RENOVATION C

ED102C ELECTRICAL POWER DEMOLITION PLAN - RENOVATION C

EL110A ELECTRICAL LIGHTING, PUBLIC ADDRESS AND WI-FI PLAN - ADDITION A

EL110.1B ELECTRICAL LIGHTING PLAN EAST - ADDITION B

EL110.2B ELECTRICAL LIGHTING PLAN WEST - ADDITION B

EL110C ELECTRICAL LIGHTING PLAN - RENOVATION C

EL610A ELECTRICAL LIGHTING FIXTURE SCHEDULE - ADDITION A

EL610B ELECTRICAL LIGHTING FIXTURE SCHEDULE - ADDITION B

EL610C ELECTRICAL LIGHTING FIXTURE SCHEDULE - RENOVATION C

EP121A ELECTRICAL POWER / TELECOM PLAN - ADDITION A

EP121.1B ELECTRICAL POWER/TELECOM PLAN EAST - ADDITION B

EP121.2B ELECTRICAL POWER/TELECOM PLAN WEST - ADDITION B

EP121C ELECTRICAL POWER / TELECOM PLAN - RENOVATION C

EP122A ELECTRICAL PLUMBING AND DOOR POWER PLAN - ADDITION A

EP122.1B ELECTRICAL MECHANICAL AND PLUMBING PLAN EAST - ADDITION B

EP122.2B ELECTRICAL MECHANICAL AND PLUMBING PLAN WEST - ADDITION B

EP122C ELECTRICAL MECHANICAL POWER PLAN - RENOVATION C

EP123A ELECTRICAL MECHANICAL ROOF PLAN - ADDITION A

EP123.2B ELECTRICAL MECHANICAL ROOF PLAN WEST - ADDITION B

EP123C ELECTRICAL MECHANICAL ROOF PLAN RENOVATION C

EP401B ELECTRICAL MECHANICAL PLAN - ROOF LEVELS

EP501 ELECTRICAL SINGLE LINE DIAGRAM NORMAL POWER

EP502 ELECTRICAL SINGLE LINE DIAGRAM EMERGENCY CIRCUIT

EP701A PANEL SCHEDULES - ADDITION A

EP701B PANEL SCHEDULES - ADDITION B

EP701C PANEL SCHEDULES - RENOVATION C

EP702B PANEL SCHEDULES - ADDITION B

EP702C PANEL SCHEDULES - RENOVATION C

EP703B PANEL SCHEDULES - ADDITION B

EP703C PANEL SCHEDULES - RENOVATION C

EP801 ELECTRICAL DETAILS

EP802 ELECTRICAL DETAILS

EP803 ELECTRICAL DETAILS

ES120A ELECTRICAL / TELECOM SITE PLAN - ADDITION A

ES120B ELECTRICAL / TELECOM AND GROUNDING SITE PLAN - ADDITION B

ES120C ELECTRICAL / TELECOM SITE PLAN - RENOVATION C

ES120D TELECOM SITE PLAN - DETAILS

ES120E TELECOM SITE PLAN - DETAILS

ES120F TELECOM SITE PLAN TYPICAL DETAILS

ES120G TELECOM SITE PLAN TYPICAL DETAILS

ES120H TELECOM SITE PLAN TYPICAL DETAILS

ES120I ELECTRICAL/TELECOM SITE PLAN - TYPICAL DETAILS

ES120J ELECTRICAL/TELECOM SITE PLAN - TYPICAL DETAILS

SHEET INDEX

SHEET

NO. SHEET NAME

TI100 TITLE SHEET

TI101 PROJECT KEY PLAN

TI102 PROJECT GENERAL NOTES

CS101 OVERALL SITE PLAN

CD101A DEMOLITION PLAN

CD101B DEMOLITION PLAN

C102A DIMENSIONING PLAN

C102B DIMENSIONING PLAN

CE101A EROSION CONTROL PLAN

CE101B EROSION CONTROL PLAN

CG101A GRADING PLAN

CG101B GRADING PLAN

CU101A UTILITY PLAN

CU101B UTILITY PLAN

C101 SITE DETAILS

LV-0.0 TITLE SHEET

LV-2.1 SITE PLAN

LV-3.1 ENLARGED HAND HOWTLE PLAN VIEWS

SS001 GENERAL NOTES

SS002 GENERAL NOTES

SS003 GENERAL NOTES

SS004 TYPICAL DETAILS - CONCRETE

SS005 TYPICAL DETAILS - MASONRY

SS006 TYPICAL DETAILS - METAL STUD EXTERIOR

SS007 TYPICAL DETAILS - METAL STUD INTERIOR

SS008 TYPICAL DETAILS - METAL STUD COMMON

SS200 PLAN NOTES & SCHEDULES

SS201A FOUNDATION AND ROOF FRAMING PLAN - ADDITION A

SS201B FOUNDATION AND MAIN ROOF FRAMING PLAN - ADDITION B

SS201B.1 OVERBUILD ROOF FRAMING PLAN - ADDITION B

SS201C FOUNDATION AND ROOF FRAMING PLAN - RENOVATION C

SS301 SECTIONS

SS302 SECTIONS

SS401 BRACED FRAME ELEVATIONS

SS501 TYPICAL DETAILS - STEEL

SS502 TYPICAL DETAILS - METAL DECK

SS503 SPECIAL MOMENT FRAME DETAILS

SS504 SCBF W/ WF & PIPE BRACE DETAILS

SS505 OCBF W/ HSS COL & HSS BRACE DETAILS

SS506 DETAILS

A100 ARCHITECTURAL GENERAL NOTES, LEGEND AND ABBREVIATIONS

AD103C ARCHITECTURAL DEMOLITION PLAN - RENOVATION C

AE101A EXIT PLAN AND CODE DATA - ADDITION A

AE101B EXIT PLAN AND CODE DATA - ADDITION B

AE101C EXIT PLAN AND CODE DATA - RENOVATION C

AE102A ARCHITECTURAL FLOOR PLAN - ADDITION A

AE102.1A ARCHITECTURAL INTERIORS - ADDITION A

AE102B ARCHITECTURAL FLOOR PLAN - ADDITION B

AE102.1B ARCHITECTURAL ENLARGED PLAN WEST - ADDITION B

AE102.2B ARCHITECTURAL ENLARGED PLAN EAST - ADDITION B

AE103C ARCHITECTURAL FLOOR PLAN - RENOVATION C

AE103.1C ARCHITECTURAL ENLARGED PLAN WEST - RENOVATION C AND FOOD SERVICE

EQUIPMENT SCHEDULE

AE103.2C ARCHITECTURAL ENLARGED PLAN EAST - RENOVATION C AND FOOD SERVICE

EQUIPMENT SCHEDULE

AE104 ARCHITECTURAL FURNITURE PLAN

AE201A ARCHITECTURAL REFLECTED CEILING PLAN - ADDITION A

AE201B ARCHITECTURAL REFLECTED CEILING PLAN - ADDITION B

AE201C ARCHITECTURAL REFLECTED CEILING PLAN - RENOVATION C

AE300A ARCHITECTURAL ROOF PLAN - ADDITION A

AE300B ARCHITECTURAL ROOF PLAN - ADDITION B

AE400A ARCHITECTURAL ELEVATIONS - ADDITION A

AE400B ARCHITECTURAL ELEVATIONS - ADDITION B

AE500A ARCHITECTURAL SECTIONS - ADDITION A

AE500B ARCHITECTURAL SECTIONS - ADDITION B

AE500.1B ARCHITECTURAL SECTIONS - ADDITION B

AE501 ARCHITECTURAL DETAILS

AE502 ARCHITECTURAL DETAILS

AE503 ARCHITECTURAL DETAILS

AE504 ARCHITECTURAL DETAILS

AE505 ARCHITECTURAL DETAILS

AE506 ARCHITECTURAL DETAILS

AE507 ARCHITECTURAL ACOUSTIC TILE CEILING DETAILS

AE508 ARCHITECTURAL GYPSUM BOARD CEILING DETAILS

AE600 ARCHITECTURAL SCHEDULE

AE601 ARCHITECTURAL WINDOWS AND DOORS SCHEDULE

AE602 ARCHITECTURAL TOILET ACCESSORIES AND ACCESSIBILITY

AE603 ARCHITECTURAL SIGN SCHEDULE

AC-101A ACCESS CONTROL & CCTV PLAN ADDITION A

AC-101B ACCESS CONTROL & CCTV PLAN ADDITION B

AC-101C ACCESS CONTROL & CCTV PLAN RENOVATION C

FA-101A FIRE ALARM PLAN ADDITION A

FA-101B FIRE ALARM PLAN ADDITION B

FA-101C FIRE ALARM PLAN RENOVATION C

FP-101A FIRE SPRINKLER PLAN ADDITION A

FP-101B FIRE SPRINKLER PLAN ADDITION B

1 FURNITURE PLAN 9/9/2019

2 CLIENT COMMENTS 1/28/2020

BID DEDUCT #1 ADDITION A:NEW COFFEE BAR ADJACENT TO THE

EXISTING MAIN ENTRANCE OF THE OUTPATIENT CLINIC - (OPC BUILDING

19)

VHAMACLAPIRH

Cross-Out

VHAMACLAPIRH

Cross-Out

VHAMACLAPIRH

Cross-Out

VHAMACLAPIRH

Cross-Out

ADDITION B (SLEEP LAB) 3D VIEW

ADDITION A (COFFEE SHOP) 3D VIEW

1 2 3 4 5 6 7 8 9

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

02/25/2020

2/25/2020 10:07:02 AMC:\Users\ashrestha\Documents\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_anil.shrestha9MD6R.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

D.DIMAT

TI101

PROJECT KEY PLAN

J.ROBERTS

612-502

D.DIMAT

TI101

1 OVERALL AERIAL VIEW

RENOVATION C ISOMETRIC VIEW

1 FURNITURE PLAN 9/9/2019

2 CLIENT COMMENTS 1/28/2020

GENERAL NOTES

ABBREVIATIONS/DEFINITION

CO CONTRACTING OFFICER

COR/COTR CONTRACTING OFFICER'S (TECHNICAL) REPRESENTATIVE

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

GOVERNMENT THE TERM GOVERNMENT SHALL MEAN DEPARTMENT OF VETERANS AFFAIR

EXISTING HAZARDOUS MATERIALS

IF THE CONTRACTOR ENCOUNTERS ANY UNKNOWN OR SUSPECTED HAZARDOUS MATERIAL, NOT SPECIFICALLY ADDRESSED IN

SAID DOCUMENTS, HE SHALL IMMEDIATELY STOP WORK AND ADVISE THE C.O. FOR ACTION.

THE ARCHITECT/ENGINEER AND HIS/HER CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS, IN ANY FORM AT THE PROJECT SITE. THIS INCLUDES BUT IS NOT LIMITED TO, ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATED BIPHENYL (PCB) OR

OTHER TOXIC SUBSTANCES.

THE FOLLOWING CODES ARE USED FOR THE BASIS OF DESIGN FOR THIS PROJECT BUT ARE NOT LIMITED TO:

· IBC 2015 EDITION

· NFPA 101 2015 EDITION

· NEC 2014 EDITION

· NFPA 80 2013 EDITION

· NFPA 110 2013 EDITION

· IMC 2014 EDITION

· IPC 2012 EDITION

· VA MANUAL H-18-8 2013 EDITION

· ASCE-7

NOTE: THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND USING THE MOST CURRENT APPLICABLE CODE EDITION.

CODE REFERENCES

1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY APPROVALS AND PERMITS REQUIRED FROM REGULATING AGENCIES BEFORE STARTING ANY WORK INCLUDING AN AIR QUALITY REQUIRED FORM PERMIT.

2. SUBJECT TO MINOR EXCEPTIONS, GENERALLY THE ITEMS SHOWN IN BOLD LINES ARE NEW AND ITEMS SHOWN IN

GRAYSCALE ARE EXISTING.

3. THE WORK ON THESE DRAWINGS IS GENERALLY DIAGRAMMATIC AND IS INTENDED TO CONVEY THE SCOPE OF WORK, INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT AND FINAL LAYOUT. THE DRAWINGS ARE GENERIC IN NATURE AND ARE INTENDED TO BE SUPPORTED BY SPECIFIC MANUFACTURER AND/OR FABRICATORS SHOP DRAWINGS AND SIMILAR

DETAILS TO DETERMINE EXACT SPACING AND/OR INSTALLATION REQUIREMENTS.

4. IF ANY PART OF THE DRAWINGS OR SPECIFICATIONS CONTRADICT THE MANUFACTURER'S RECOMMENDATIONS, APPLICATION OR INSTALLATION INSTRUCTIONS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, ADVISE THE

CONTRACTING OFFICER AND RECEIVE CLEAR, WRITTEN, DIRECTION BEFORE PROCEEDING.

5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. IF ANY DISCREPANCIES OR OMISSIONS IN THE DIMENSIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. ANY WORK DONE WITHOUT PROPER NOTIFICATION BEING GIVEN TO THE

CONTRACTING OFFICER IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

6. PRIOR TO DEMOLITION, CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING CONDITIONS AND LOCATION OF NEW CONSTRUCTION WITH EXISTING WALLS, FLOORS, CEILINGS, COLUMNS, FURRING, MECHANICAL AND ELECTRICAL

EQUIPMENT AND EXISTING CONSTRUCTION.

7. FIELD INVESTIGATION PERFORMED DURING THE DESIGN STAGE IS LIMITED TO WHAT CAN BE REASONABLY SEEN AND DOCUMENTED WHILE THE SPACE IS OPERATIONAL AND OCCUPIED BY PERSONNEL, EQUIPMENT AND FURNITURE. AS SUCH, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING A THOROUGH REVIEW AND VALIDATING ALL FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL REPORT ANY PROBLEMS/CONFLICTS TO THE CONTRACTING OFFICER WITHIN TWO (2) DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH ARE NOT BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER ARE TO BE MADE BY THE

CONTRACTOR AT NO ADDITIONAL COST TO GOVERNMENT.

8. DRAWINGS SHOWN ARE SCHEMATIC ONLY. THE CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND ENSURE SHOP DRAWINGS ARE PROVIDED BEFORE DETAILING COMPLETE UTILITY LAYOUT AND INSTALLATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ROUTE NEW CONDUITS, DUCTS, PIPING AND SIMILAR LINES TO AVOID POTENTIAL INTERFERENCES, AND WHERE THIS CANNOT BE ACCOMPLISHED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE, REROUTE, ADJUST REINSTALL THE INTERFERENCE SUCH THAT IT NO LONGER POSES A PROBLEM. THESE ITEMS

ARE TO BE ADDRESSED AND CORRECTED AT NO ADDITIONAL COST TO THE GOVERNMENT.

9. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES TO AVOID POTENTIAL CONFLICTS.

10. FINAL LOCATION OF MECHANICAL AND ELECTRICAL EQUIPMENT SUCH AS PANELBOARD, METERS, FLUES, VENTS, ETC., SHALL BE APPROVED BY THE GOVERNMENT.

11. EACH SUBCONTRACTOR IS CONSIDERED TO BE A SPECIALIST IN HIS RESPECTIVE FIELD AND SHALL, PRIOR TO SUBMISSION OF BID OR PERFORMANCE OF WORK, NOTIFY THE CONTRACTOR AND THE CONTRACTING OFFICER, IN WRITING, OF ANY WORK CALLED FOR IN THE DRAWINGS OR SPECIFICATIONS THAT CANNOT BE FULLY GUARANTEED.

12. THE CONTRACTOR WARRANTS ALL WORK TO BE PERFORMED AND ALL MATERIALS TO BE FURNISHED UNDER THIS CONTRACT AGAINST DEFECTS IN WORKMANSHIP FOR A PERIOD OF NOT LESS THAN 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE. UPON WRITTEN NOTICE OF ANY DEFECT IN MATERIALS OR WORKMANSHIP, THE CONTRACTOR SHALL, AT THE OPTION OF THE GOVERNMENT, REPAIR OR REPLACE SAID DEFECT WITHOUT COST TO THE GOVERNMENT.

13. ALL MATERIALS SHALL CONFORM TO THE "BUY AMERICAN ACT".

14. ALL CONSTRUCTION WORK, ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE PROTECTION, ETC. SHALL CONFORM TO THE MOST CURRENT ISSUE OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), THE INTERNATIONAL BUILDING CODE, VA CRITERIA AND ANY APPLICABLE LOCAL, STATE AND FEDERAL CODES AND GUIDELINES. SHOULD THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE CONFLICT WITH THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION

ASSOCIATION (NFPA), THEN THE MORE STRINGENT BETWEEN THE TWO SHALL GOVERN.

15. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR WORKING CONDITIONS AT THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO WORK HOURS. CONTRACTOR SHALL CONFORM TO ALL SAFETY REGULATIONS ENFORCED AT THE TIME OF CONSTRUCTION. JOB SITE SAFETY IS STRICTLY THE RESPONSIBILITY OF THE CONTRACTOR, AND NOT THE

ARCHITECT/ENGINEER OR THE GOVERNMENT.

16. THE CONTRACTOR SHALL PROVIDE U.L. RATED PORTABLE FIRE EXTINGUISHERS, TYPE 24.10.B.C ON SITE AND IN A LOCATION

APPROVED BY THE GOVERNMENT.

17. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION AREA AND ALL ADJACENT AFFECTED AREAS, IN A CLEAN AND ORDERLY MANNER THROUGHOUT THE COURSE OF CONSTRUCTION. DO NOT BLOCK ENTRANCES, EXITS, LOBBIES, CORRIDORS, ETC.

18. THE CONTRACTOR SHALL REMOVE ALL DEBRIS ON A DAILY BASIS IN ACCORDANCE WITH VA AND EPA REGULATIONS.

DEBRIS SHALL BE TRANSPORTED ON COVERED CARTS TO THE APPROVED DISPOSAL AREA AS DIRECTED BY THE CONTRACTING OFFICER. THE CONSTRUCTION AREA, AND ALL ADJACENT AREAS, SHALL BE CLEAN AND FREE OF DEBRIS AT

THE END OF EACH DAY.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL LEFT-OVER MATERIALS, DEBRIS, TOOLS AND EQUIPMENT INVOLVED IN HIS OPERATIONS AT THE CONCLUSION OF THE PROJECT. ALL PROJECT AREAS AND SURROUNDING AREAS

AFFECTED BY CONSTRUCTION SHALL BE LEFT CLEAN AND IN PERFECT CONDITION.

20. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO ENSURE THAT ALL PROPERTIES, EQUIPMENT AND DEVICES AT THE PROJECT SITE ARE PROTECTED DURING THE CONSTRUCTION PERIOD. ANY DAMAGES TO EXISTING CONSTRUCTION, LANDSCAPING, EQUIPMENT AND DEVICES SHALL BE REPAIRED AND RESTORED TO A CONDITION EQUAL TO THAT EXISTING AT THE COMMENCEMENT OF THE WORK. THE CONTRACTOR SHALL RESTORE ANY DAMAGE AT HIS OWN EXPENSE. THE CONTRACTOR SHALL SUBMIT THE PROCEDURE FOR CONSTRUCTION AND DEMOLITION PRIOR TO

COMMENCING WORK.

21. ALL FINISH WORK, EITHER NEW OR EXISTING, WHICH IS DAMAGED OR STAINED AS A RESULT OF CONSTRUCTION ACTIVITIES, SHALL BE REPAIRED OR REPLACED AS NECESSARY AT NO ADDITIONAL COST TO GOVERNMENT.

22. ALL SURFACES SHALL BE SMOOTH, CONTINUOUSLY FREE OF IMPERFECTIONS AND IN PROPER CONDITION TO RECEIVE THE FINISH AS SPECIFIED. IN AREAS WHERE A FINISH IS NOT SPECIFIED, THEY SHALL MATCH ADJACENT MATERIAL IN

CONSTRUCTION, COLOR, TEXTURE AND MANUFACTURER.

23. WORK SHALL NOT BE PERFORMED WHEN WEATHER CONDITIONS MAY CREATE HAZARDOUS WORKING CONDITIONS OR

LEAD TO FAILURE IN WORKMANSHIP.

24. ANY ROOF, WALL OR OTHER OPENINGS MADE DURING CONSTRUCTION SHALL BE SEALED AND PROTECTED FROM RAIN, MOISTURE, WIND, DUST AND OTHER OUTSIDE ELEMENTS.

25. AN APPROPRIATELY QUALIFIED REPRESENTATIVE OF THE CONTRACTOR SHALL BE ON SITE TO SUPERVISE AND COORDINATE CONSTRUCTION AT ALL TIMES WHILE WORK IS IN PROGRESS. SUCH PERSON SHALL BE RESPONSIBLE FOR OSHA COMPLIANCE AND JOB SITE SAFETY. JOB SITE SAFETY IS STRICTLY THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE GOVERNMENT, ARCHITECTS AND ENGINEERS ARE NOT RESPONSIBLE FOR ANY ASPECT OF JOB SITE

SAFETY.

26. QUALITY CONTROL, INSPECTIONS AND WORKMANSHIP IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY OBSERVATIONS MADE BY THE GOVERNMENT OR ARCHITECT/ENGINEER DURING THE COURSE OF CONSTRUCTION ARE FOR THE BENEFIT OF THE GOVERNMENT AND DO NOT ALLEVIATE THE CONTRACTOR OF THIS RESPONSIBILITY.

27. THE CONTRACTOR SHALL NOT STORE ANY CHEMICALS ON THE SITE OR WITHIN THE CONFINES OF THE BUILDING

28. IF THE CONTRACTOR ENCOUNTERS ANY UNKNOWN SUBSTANCE OR MATERIAL THAT MAY BE SUSPECTED HAZARDOUS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY THE CONTRACTING OFFICER. ASBESTOS CONTAINING

MATERIALS ARE NOT PERMITTED.

29. ASBESTOS CONTAINING MATERIALS ARE NOT PERMITTED.

30. CONTRACTOR SHALL MAINTAIN AND KEEP THE EXISTING FIRE ACCESS LANE AND PEDESTRIAN ACCESS AND EXIT PATHS

CLEAR AT ALL TIMES.

31. SOME WORK MAY BE REQUIRED AFTER NORMAL WORKING HOURS, ON HOLIDAYS AND/OR WEEKENDS. THIS INCLUDES ANY WORK WHICH COULD POTENTIALLY BLOCK ACCESS TO THE FACILITY OR CAUSE DISRUPTION TO THE NORMAL OPERATIONS OF THE MEDICAL CENTER. THE WORK WILL HAVE TO BE CAREFULLY PLANNED AND PHASED FOR MINIMAL DISRUPTION TO MEDICAL CENTER ACTIVITIES. ANY WORK AFTER HOURS MUST BE CAREFULLY COORDINATED WITH, AND APPROVED BY THE GOVERNMENT, A MINIMUM OF TWO WEEKS IN ADVANCE.

32. CONTRACTOR SHALL DEVELOP AND SUBMIT A DETAILED PHASING PLAN INDICATING THE SEQUENCE OF WORK, THE POTENTIAL UTILITY CUTOVERS OR OUTAGES, AND SPECIFICALLY LIST ANY POTENTIAL DISRUPTIONS TO THE NORMAL OPERATIONS OF THE MEDICAL CENTER. THIS PLAN SHALL BE SUBMITTED AND APPROVED PRIOR TO MOBILIZING ON

THE SITE.

33. UNDER NO CIRCUMSTANCES CAN THERE BE UTILITY OUTAGES, INCLUDING BRIEF CUTOVERS, ANYWHERE ON THE CAMPUS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE GOVERNMENT. THE CONTRACTOR SHALL PLAN AND FORECAST UPCOMING WORK WHICH MAY DISRUPT NORMAL OPERATIONS OR INTERFERE WITH STAFF OR PATIENTS AND IDENTIFY THESE IN THE PHASING PLAN, AS WELL AS REPORT THESE IN THE WEEKLY MEETINGS. IT MAY BE NECESSARY TO POSTPONE OR RESCHEDULE WORK TO ACCOMMODATE THE NEEDS OF THE MEDICAL CENTER. ALL SUCH TIME SHALL BE INCLUDED IN THE BASE BID AND WILL NOT BE BILLABLE TO THE GOVERNMENT.

34. CONTRACTOR SHALL SUBMIT TO THE GOVERNMENT, FOR APPROVAL, THE LOCATION FOR LOADING AND UNLOADING MATERIALS. CONTRACTOR IS ADVISED THAT THERE WILL BE TIME RESTRICTIONS ASSOCIATED WITH SUCH ACTIVITIES

AND SHALL TAKE THIS INTO CONSIDERATION WHEN PREPARING THE PHASING PLAN.

35. CONTRACTOR SHALL PROVIDE SEISMIC ANCHORING AND/OR BRACING OF ALL CONSTRUCTION, WHETHER OR NOT SPECIFICALLY STATED ON THE DRAWINGS OR SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO, WALLS, PARTITIONS, CASEWORK, FIXTURES, CEILING SUSPENDED ITEMS, OVERHEAD DUCTWORK, EQUIPMENT, PLUMBING AND ELECTRICAL PIPES AND RACEWAYS, AND FIRE PROTECTION SYSTEMS PER SPECIFICATION SECTION 130541 AND AS SHOWN ON THE

PLANS AND/OR SPECIFIED BY EACH RESPECTIVE DISCIPLINE.

36. WHERE EXTERIOR WORK OCCURS, THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING A WATERTIGHT FACILITY USING THE MEANS AND METHODS ESTABLISHED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC), THE NATIONAL ROOFING CONTRACTOR'S ASSOCIATION, WESTERN STATES ROOFING CONTRACTOR'S ASSOCIATION AND ANY ADDITIONAL STANDARD PRACTICES, CODES AND REQUIREMENTS AS NECESSARY TO ENSURE A WATERTIGHT FACILITY FREE OF ANY LEAKS. ANY DETAILS PROVIDED HEREIN ARE PROVIDED FOR GENERAL GUIDANCE TO CONVEY THE INTENTION OF THE DESIGN, AND DOES NOT ALLEVIATE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE A COMPLETELY WATERTIGHT FACILITY. THE CONTRACTOR SHALL PERFORM WATER TESTS TO DEMONSTRATE TO THE SATISFACTION OF THE CONTRACTING OFFICER THAT THE BUILDING DOES NOT LEAK. ANY DEFECTS OR LEAKS SHALL BE

IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE.

37. CONTRACTOR SHALL PROVIDE ALL SAFETY AND CAUTION SIGNAGE TO REDIRECT PEDESTRIAN TRAFFIC AND/OR ALERT THEM TO POTENTIAL CONSTRUCTION ACTIVITIES AND HAZARDS. SAFE AND ACCESSIBLE PEDESTRIAN ROUTES SHALL

BE MAINTAINED AT ALL TIMES. PROVIDE SIGNAGE IN ACCORDANCE WITH OSHA STANDARD SPECIFICATION FOR ACCIDENT

PREVENTION SIGNS AND TAGS 1910.145.

38. FOR VA-PROVIDED EQUIPMENT TO BE INSTALLED BY THE CONTRACTOR (SHOWN AS "VC" ON THE PLANS OR SCHEDULES), CONTRACTOR SHALL DISCONNECT, REMOVE AND RELOCATE SUCH EQUIPMENT AND SHALL BE RESPONSIBLE FOR RE-CONNECTING AND TESTING PROPER OPERATION (PER MANUFACTURER'S INSTRUCTIONS) OF

SUCH EQUIPMENT PRIOR TO TURNING OVER SUCH EQUIPMENT TO THE VA.

39. FOR UTILITY INTERRUPTIONS OF LESS THAN 15 MINUTES IN DURATION, THE CONTRACTOR SHALL SUBMIT A REQUEST TO INTERRUPT ANY SUCH SERVICES TO COTR, IN WRITING, FIVE (5) WORKING DAYS IN ADVANCE OF PROPOSED INTERRUPTION. FOR UTILITY INTERRUPTIONS EXCEEDING 15 MINUTES IN DURATION, THE CONTRACTOR SHALL SUBMIT A REQUEST TO INTERRUPT ANY SUCH SERVICES TO COTR, IN WRITING, TEN (10) WORKING DAYS IN ADVANCE OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF, AND APPROXIMATE DURATION OF

SUCH INTERRUPTION.

40. CONSTRUCTION IS TAKING PLACE IN AN EXISTING OCCUPIED FACILITY. AS SUCH, DEMOLITION OR CONSTRUCTION THAT PRODUCES EXCESSIVE (60 DB OR GREATER) NOISE OR VIBRATION SHALL BE PERFORMED AT TIMES COORDINATED AND APPROVED BY THE COTR. CONTRACTOR IS ADVISED THAT WORK MAY BE STOPPED OR DELAYED AT ANY TIME AT THE DISCRETION OF THE COTR SHOULD CONSTRUCTION ACTIVITIES CAUSE ANY DISTURBANCE OR INTERFERENCE WITH

PATIENT CARE.

41. THE CEILING ACCESS PANELS SHOWN ON DRAWINGS ARE FOR MAJOR MECHANICAL EQUIPMENT ACCESS ONLY.

ADDITIONAL ACCESS PANELS (NOT SHOWN) WILL BE REQUIRED FOR MAINTENANCE, PLUMBING, ELECTRICAL AND FIRE PROTECTION. CONTRACTOR SHALL PROVIDE ADDITIONAL ACCESS PANELS REQUIRED FOR THE ABOVE SPECIALTIES AT NO ADDITIONAL COST TO THE GOVERNMENT. CONTRACTOR SHALL COORDINATE WITH EACH SPECIALTY TRADE AND LOCATE ADDITIONAL ACCESS PANELS FOR REVIEW AND APPROVAL BY THE VA PRIOR TO FRAMING THE CEILING.

42. SHORING, BRACING AND PROTECTION OF EXISTING STRUCTURE AND EARTHWORK IS THE CONTRACTORS RESPONSIBILITY. PROVIDE ADEQUATE SHORING OF ANY EXISTING CONDITIONS OR CONDITIONS CAUSED BY CONSTRUCTION RELATED ACTIVITIES, AS NECESSARY TO PROTECT PERSONS AND STRUCTURE FROM POTENTIAL FALLING STRUCTURE, EQUIPMENT OR COLLAPSE OF EARTHWORK. AS A MINIMUM, FOR ANY EARTHWORK RESULTING IN TRENCHES OR EXCAVATIONS EXCEEDING THREE FEET (3') IN DEPTH, THE CONTRACTOR SHALL RETAIN THE SERVICES

OF A LICENSED STRUCTURAL ENGINEER TO PROVIDE INSTRUCTIONS, FOR VA APPROVAL, ON THE METHODS TO BE USED FOR SHORING. ANY OVERHEAD STRUCTURE, EQUIPMENT OR SIMILARLY HEAVY CONDITION TO REMAIN, SHALL BE PROPERLY SHORED WITH INPUT FROM A LICENSED STRUCTURAL ENGINEER, AS REQUIRED, TO ENSURE THE PERSONAL

SAFETY AND PROTECTION OF REMAINING STRUCTURE.

43. PROVIDE TEMPORARY CONSTRUCTION BARRIERS AS NECESSARY TO SEPARATE DEMOLITION AREAS FROM ADJACENT OCCUPIED SPACES WHEN BARRIERS CROSS A REQUIRED EXIT PATH, PROVIDE EXIT DOORS WITHIN BARRIER WALL.

44. THESE DOCUMENTS ARE NOT INTENDED TO SHOW EVERY EXISTING CONDITION OR ITEM. CONTRACTOR SHALL NOTIFY VA OF MISCELLANEOUS ITEMS FOUND. COORDINATE WITH THE VA REGARDING THE DISPOSITION OF SUCH ITEMS, AND

HANDLE ACCORDINGLY AT NO COST TO THE GOVERNMENT.

45. NOTIFY VA OF MISCELLANEOUS ITEMS FOUND. COORDINATE WITH THE VA REGARDING THE DISPOSITION OF SUCH

ITEMS, AND HANDLE ACCORDINGLY AT NO COST TO THE GOVERNMENT.

46. ALL STRUCTURAL ELEMENTS INCLUDING THEIR FIRE PROTECTION MATERIALS ARE TO REMAIN EXCEPT WHERE FURRING

IS INDICATED TO BE REMOVED.

47. BEFORE LAYING OUT DUCTWORK, PIPING, CONDUITS, FIXTURES, REGISTERS AND/OR OTHER UTILITIES ABOVE CEILING, COORDINATE CEILING SUSPENSION SYSTEM SUPPORT LOCATIONS TO AVOID CONFLICTS WITH EXISTING OR NEW CONSTRUCTION. WHERE INTERFERENCE WITH CEILING SUPPORTS CANNOT BE AVOIDED, CONTRACTOR SHALL PROVIDE ALTERNATE CODE-COMPLIANT SUSPENSION SYSTEM AND LAYOUT AT NO EXTRA COST TO THE VA.

FIRE STOPPING

CONTRACTOR SHALL PROVIDE FIRE STOPPING WHERE MISSING, DAMAGED, OR IMPACTED BY NEW CONSTRUCTION AND AS

REQUIRED IN ACCORDANCE WITH SPECIFICATIONS.

Exp._______

#C-23213

08/19

JEF R. ROBERTSS

OF CA L I FORN

R E

I S T ER E D A RC H

I T E

C T

1 2 3 4 5 6 7 8 9

VA FORM 08-6231

Revisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location

Date Checked Drawn

Office of Construction and Facilities Management

Dwg. of

VA MARTINEZ CAMPUS , CA

19 & 20K. F. DAVIS ENGINEERING INC.

530 LA GONDA WAY, SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

02/25/2020

2/25/2020 10:07:04 AMC:\Users\ashrestha\Documents\CHRONIC DIALYSIS FINAL STAMPED SUBMITTAL - REV 2 - V2018_anil.shrestha9MD6R.rvt

CHRONIC DIALYSIS AND

SLEEP PROGRAM

D.DIMAT

TI102

PROJECT GENERAL NOTES

J.ROBERTS

612-502

D.DIMAT

1 FURNITURE PLAN 9/9/2019

2 CLIENT COMMENTS 1/28/2020

NOTES:

OUTPATIENT

ADMIN

CLINIC

Center for Rehabilitation and Extended Care

AB-4

AB-2

Clinic Way

Ve te ra ns

Ci rc le

Muir Road

VA Campus Drive

Administration

Lane

Shasta

R-1

Tahoe

(20)

(19)

MRI

BLDG 15

Admin

AB-6

R-4

AB-7

AB-5

R-3

ENGINEERS

CHAUDHARY

& ASSOCIATES, INC.

Tel: (707) 255-2729 FAX. (707) 255-5021 WWW.CHAUDHARY.COM

INSPECTORS

211 GATEWAY RD. WEST, SUITE 204

SURVEYORS

NAPA, CALIFORNIA 94558

VA MARTINEZ

CHRONIC DIALYSIS AND

VA MARTINEZ CAMPUS, CA

612-502

ENGINEERING

K F DAVIS

530 LA GONDA WAY, SUITE E,

DANVILE, CA. 94526

WWW.KFDE.COM

(925) 743-8884

K F DAVIS ENGINEERING, INC

SLEEP PROGRAM

No. C54927RE

ED PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

TAM DUONG

SHEET CG101B

SHEET CG101A

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VA FORM 08-6231

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CS101

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OVERALL SITE PLAN

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PROPOSED

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1. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTY ADJACENT TO THE THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTY ADJACENT TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION. 2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND SHALL NOTIFY UNDERGROUND SERVICE ALERT AT (800) 642-2600 TWO WORKING DAYS PRIOR TO COMMENCEMENT OF ANY EXCAVATION. 3. UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND BASED UPON UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND BASED UPON AVAILABLE DATA. ANY UTILITIES EXPOSED OR DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED BY HIM AT HIS EXPENSE. 4. THE CONTRACTOR SHALL POST EMERGENCY PHONE NUMBERS FOR THE CAMPUS THE CONTRACTOR SHALL POST EMERGENCY PHONE NUMBERS FOR THE CAMPUS POLICE DEPARTMENT. 5. THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS AT ALL TIMES. 6. ANY CONFLICTS WITH THE DESIGN OR ANY CHANGES TO THE PLANS SHALL BE ANY CONFLICTS WITH THE DESIGN OR ANY CHANGES TO THE PLANS SHALL BE SUBMITTED TO THE VA AND AUTHORIZED BY THE VA BEFORE CONTINUING WITH WORK IN THAT AREA. MAJOR CHANGES SHALL REQUIRE A PLAN REVISION AND MINOR CHANGES SHALL REQUIRE A PLAN CHANGE AUTHORIZATION FROM THE VA. 7. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SURPLUS EXCAVATION THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SURPLUS EXCAVATION MATERIALS AND DEBRIS FROM THE SITE AND SHALL MAINTAIN THE SITE IN A NEAT AND ORDERLY CONDITION. 8. ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY THE CONTRACTOR OR ANY ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY THE CONTRACTOR OR ANY SUB-CONTRACTOR SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 9. THE VA CONTRACTING OFFICER'S REPRESENTATIVE (COR) SHALL APPROVE ALL THE VA CONTRACTING OFFICER'S REPRESENTATIVE (COR) SHALL APPROVE ALL FORMS AND GRADES PRIOR TO ANY CONCRETE POUR. MINIMUM ONE WORKING DAY PRIOR NOTICE IS REQUIRED, AND NO CONCRETE SHALL BE PLACED WITHIN TWO HOURS OF SUNSET OR DURING INCLEMENT WEATHER. 10. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING LANDSCAPE AND OTHER IMPROVEMENTS WITH A SMOOTH TRANSITION. PAVING CONFORMS SHALL BE MADE WITH A SMOOTHLY TRIMMED BUTT JOINT WITHOUT OVERLAPPING EXISTING PAVEMENT. 11. PROTECTION OF MONUMENTS AND ROADWAY MARKERS: THE CONTRACTOR SHALL PROTECTION OF MONUMENTS AND ROADWAY MARKERS: THE CONTRACTOR SHALL NOT DESTROY, REMOVE, OR OTHERWISE DISTURB ANY EXISTING SURVEY MONUMENT, SURVEY MARKERS OR ROADWAY MARKERS WITHOUT PROPER AUTHORIZATION FROM THE VA. NO PAVEMENT EXCAVATION SHALL START UNTIL ALL SURVEY MONUMENT OR OTHER PERMANENT MARKER POINTS THAT WILL BE DISTURBED BY THE CONSTRUCTION OPERATIONS HAVE BEEN IDENTIFIED AND PROPERLY REFERENCED FOR EASY AND ACCURATE RESTORATION. ALL SURVEY MONUMENTS, SURVEY MARKERS OR POINTS DISTURBED BY THE CONTRACTOR SHALL BE ACCURATELY RESTORED AT THE CONTRACTOR'S EXPENSE AFTER ROADWAY WORK IS COMPLETE. SURVEY MONUMENTS SHALL BE RE-ESTABLISHED BY A REGISTERED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER IN ACCORDANCE WITH STATE LAW. 12. CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY PERMITS, INCLUDING CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY PERMITS, INCLUDING ENCROACHMENT PERMIT FROM CITY OF MARTINEZ AND INSPECTIONS FEES ASSOCIATED WITH ANY OF THE CONSTRUCTION PERFORMED.

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1. GRADING OPERATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROJECT GRADING OPERATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH THE PROJECT SOILS REPORT. 2. ALL GRADING WORK SHALL REQUIRE CERTIFICATION BY THE PROJECT SOILS ALL GRADING WORK SHALL REQUIRE CERTIFICATION BY THE PROJECT SOILS ENGINEER AND DESIGN ENGINEER TO ENSURE THAT ELEVATIONS, OFFSETS, EARTHWORK, AND SOILS COMPACTION ARE DONE IN ACCORDANCE WITH THE PLANS AND THE SOILS REPORT. THE PAD AREA SHALL NOT VARY FROM THE DESIGN ELEVATION BY MORE THAN 0.1 FOOT AT ANY SPOT. 3. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES IN A MANNER THAT THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES IN A MANNER THAT WILL PREVENT SLOUGHING OR ANY ENCROACHMENT. THIS MAY REQUIRE FENCING AND/OR BARRIERS TO BE PROVIDED. GRADING ON ADJACENT PROPERTIES WILL REQUIRE WRITTEN AUTHORIZATION FROM THE PROPERTY OWNER WITH A COPY FURNISHED TO THE VA PRIOR TO COMMENCING SUCH WORK. 4. THE CONTRACTOR SHALL CONTROL THE DUST RESULTING FROM HIS OPERATIONS THE CONTRACTOR SHALL CONTROL THE DUST RESULTING FROM HIS OPERATIONS THROUGH WATERING OR OTHER SUITABLE METHODS ON THE SITE AND HAUL ROUTES.

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PAD-MOUNTED

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INV.

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INVERT

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DIA

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DIAMETER

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SPOT GRADE

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AutoCAD SHX Text E

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CG101

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DETAIL #

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SHEET #

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SSCO

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SDMH

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%%UOVERALL SITE AND DETAIL LAYOUT

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MARTINEZ, CALIFORNIA

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SAVE EXISTING TREE

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AREA OF SITE DEMOLITION

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(UNLESS OTHERWISE SPECIFIED

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TO BE SAVED (S).)

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STORM DRAIN LINE TO BE REMOVED

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STORM DRAIN LINE

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WATER LINE

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SANITARY SEWER

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%%USLEEP LAB ADDITION B

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%%UCOFFEE SHOP ADDITION A

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RETAINING WALL

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HIGH SIDE

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LOW SIDE

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AREA DRAIN

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FIRE SERVICE

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DOMESTIC WATER

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HMA

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HOT MIX ASPHALT

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BACKFLOW DEVICE

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BFD

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CAP END

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AutoCAD SHX Text 203.66

AutoCAD SHX Text 240.87

AutoCAD SHX Text 201.98

AutoCAD SHX Text 230.49

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AutoCAD SHX Text 205.99

AutoCAD SHX Text 214.59

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AutoCAD SHX Text 2188507.46

AutoCAD SHX Text 2188825.87

AutoCAD SHX Text 2187950.73

AutoCAD SHX Text 2188975.24

AutoCAD SHX Text 2188038.16

AutoCAD SHX Text 2188137.64

AutoCAD SHX Text 2188355.18

AutoCAD SHX Text 2188798.30

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AutoCAD SHX Text 6096878.04

AutoCAD SHX Text 6096438.17

AutoCAD SHX Text 6096100.44

AutoCAD SHX Text 6096054.95

AutoCAD SHX Text 6096180.80

AutoCAD SHX Text 6096179.38

AutoCAD SHX Text 6096416.62

AutoCAD SHX Text 6096085.77

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SET CUT-X

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SET MAG+W

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SET MAG+W

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SET MAG+TIN

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SET 80D SPIKE

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MAGNW

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SCRIBED X

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BOTTOM OF WALL

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TOP OF WALL

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%%USURVEY NOTES

AutoCAD SHX Text AERIAL MAPPING BY: VERTICAL MAPPING RESOURCES, INC., IN SEPTEMBER 2014. HORIZONTAL CONTROL: CCS83, ZONE 2 US SURVEY FEET VERTICAL DATUM: NAVD88

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EARTH SWALE

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DIRECTION OF DRAINAGE

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DROP INLET

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%%URENOVATION C

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COPPER & FIBER OPTIC

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COMMUNICATION LINES

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GAS SERVICE

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INTERPRETATION OF DRAWINGS & SPECIFICATIONS

IN GENERAL, THE WORKING DETAILS WILL INDICATE DIMENSIONS, POSITION AND KIND OF

CONSTRUCTION, AND THE SPECIFICATIONS, QUALITIES AND METHODS. ANY WORK INDICATED ON THE WORKING DETAILS AND NOT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, SHALL BE

FURNISHED AS THOUGH FULLY SET FORTH IN BOTH. WORK NOT PARTICULARLY DETAILED,

MARKED OR SPECIFIED, SHALL BE IDENTICAL OR SIMILAR TO LIKE CASES OF CONSTRUCTION

THAT ARE DETAILED, MARKED OR SPECIFIED. IF CONFLICTS OCCUR ON DRAWINGS AND/OR

SPECIFICATIONS, THE MOST EXPENSIVE MATERIALS OR METHODS WILL PREVAIL.

SHOULD AN ERROR APPEAR IN THE WORKING DETAILS OR SPECIFICATIONS OR IN WORK DONE

BY OTHERS AFFECTING THIS WORK, THE CONTRACTOR SHALL NOTIFY THE VA AT ONCE AND IN

WRITING. IF THE CONTRACTOR PROCEEDS WITH THE WORK SO AFFECTED WITHOUT HAVING

GIVEN SUCH WRITTEN NOTICE AND WITHOUT RECEIVING THE NECESSARY APPROVAL,

DECISION OR INSTRUCTIONS IN WRITING FROM THE VA, THEN HE SHALL HAVE NO VALID CLAIM

AGAINST THE VA, FOR THE COST OF SO PROCEEDING AND SHALL MAKE GOOD ANY RESULTING

DAMAGE OR DEFECT. NO VERBAL APPROVAL, DECISION, OR INSTRUCTION SHALL BE VALID OR

BE THE BASIS FOR ANY CLAIM AGAINST THE VA, ITS OFFICERS, EMPLOYEES OR AGENTS. THE

FOREGOING INCLUDES TYPICAL ERRORS IN THE SPECIFICATIONS OR NOTATIONAL ERRORS IN

THE WORKING DETAILS WHERE THE INTERPRETATION IS DOUBTFUL OR WHERE THE ERROR IS

SUFFICIENTLY APPARENT AS TO PLACE A REASONABLY PRUDENT CONTRACTOR ON NOTICE

THAT, SHOULD HE ELECT TO PROCEED, HE IS DOING SO AT HIS OWN RISK.

CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS.

SHOP DRAWING NOTE:

WHEN NOT ADDRESSED BY DIVISION 1 OF THE SPECIFICATIONS, PAPER FORMAT STRUCTURAL

SHOP DRAWINGS SHALL BE SUBMITTED IN THE FORM OF THREE COPIES MINIMUM OF EACH

SHEET. WHERE SUBMITTALS ARE ELECTRONIC, FORMAT SHALL BE PDF.

THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO

THE STRUCTURAL ENGINEER THAT HE UNDERSTANDS THE DESIGN CONCEPT BY INDICATING

WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL, AND BY DETAILING THE FABRICATION

AND INSTALLATION METHODS HE INTENDS TO USE ON A STAND ALONE SET OF DOCUMENTS.

DUPLICATION OF DESIGN DOCUMENTS FOR THE PURPOSE OF SHOP DRAWINGS IS NOT

ACCEPTABLE.

PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER. SHOP DRAWING SUBMITTALS SHALL INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, STRUCTURAL STEEL, REINFORCING STEEL, & GLUE-LAMINATED BEAMS.

PRIOR TO SUBMISSION THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR CONFORMANCE

WITH THE CONTRACT DOCUMENTS AND SHALL STAMP SUBMITTALS AS BEING "REVIEWED FOR

CONFORMANCE".

SHOP DRAWING SUBMITTALS PROCESSED BY THE STRUCTURAL ENGINEER ARE NOT CHANGE

ORDERS.

ANY DETAIL ON THE SHOP DRAWINGS THAT DEVIATES FROM THE CONTRACT DOCUMENTS

SHALL CLEARLY BE MARKED WITH THE NOTE "THIS IS A CHANGE".

SHOP DRAWINGS OR CALCULATIONS SUBMITTED FOR REVIEW THAT REQUIRE RESUBMITTAL

FOR RE-REVIEW SHALL BE BILLED HOURLY FOR SUCH TIME TO THE GENERAL CONTRACTOR.

RE-REVIEW WILL NOT PROCEED WITHOUT WRITTEN APPROVAL FROM THE GENERAL

CONTRACTOR FOR ADDITIONAL ENGINEERING REVIEW SERVICES.

SAFETY NOTE:

THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER WHERE A CONFLICT OR

DISCREPANCY OCCURS BETWEEN THE STRUCTURAL DRAWINGS AND ANY OTHER PORTION OF THE

CONTRACT DOCUMENTS OR EXISTING FIELD CONDITIONS. SUCH NOTIFICATION SHALL BE GIVEN IN DUE TIME SO AS NOT TO AFFECT THE CONSTRUCTION SCHEDULE. IN CASE OF A CONFLICT BETWEEN

STRUCTURAL DRAWINGS AND SPECIFICATIONS THE MORE RESTRICTIVE CONDITION SHALL TAKE

PRECEDENCE UNLESS WRITTEN APPROVAL HAS BEEN GIVEN FOR THE LEAST RESTRICTIVE.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL PRIOR TO COMMENCING ANY

WORK.

WHEN CONSTRUCTION ATTACHES TO OR IS WITHIN AN EXISTING BUILDING, A COMPLETE SET OF DRAWINGS OF THE EXISTING BUILDING SHALL BE KEPT ON THE JOB SITE. CONTRACTOR TO OBTAIN

THESE DRAWINGS FROM THE VA (IF THEY ARE AVAILABLE).

CONTRACTOR SHALL PROVIDE AN ALLOWANCE EQUAL TO 2% OF THE BID FOR STRUCTURAL STEEL, MISC. IRON AND REINFORCING STEEL TO BE USED AT THE DISCRETION OF THE STRUCTURAL

ENGINEER. UNUSED AMOUNT TO REVERT TO THE VA UPON COMPLETION OF THE JOB.

ANY SUBSTITUTIONS FOR STRUCTURAL MEMBERS, HARDWARE OR DETAILS SHALL BE REVIEWED BY

THE ARCHITECT AND STRUCTURAL ENGINEER. SUCH REVIEW WILL BE BILLED ON A TIME AND

MATERIALS BASIS TO THE GENERAL CONTRACTOR WITH NO GUARANTEE THAT THE SUBSTITUTION

WILL BE…

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File details come from the government source that posted it. Updated Aug 26, 2020.