S06 36C24622B0009 Attachment II Drawing GI001 Date 4.28.22.pdf

Rice vil le Roa d

Tunnel Road (HWY 70)

Am bulatory C are Addition AREAW

AY

CANOPY

CONC. RET. W

ALL

CANOPY

70T

686.2614

NORTH

17 16

3A

4A

ELECTRIC SWITCH GEAR

PATIENT PARKING LOTS

BUILDINGS

BELL TOWER

WALKING TRAIL

WALKING TRAIL

WALKING

HELICOPTER

TANKSO2

TRAIL

SOUTH

TOWER

WEST

TOWER

EAST

TOWER

AC

A

72T

POWER PLANT

1 EMPLOYEE PARKING LOTS

BOILER PLANT

3B

4B

5B

5C

WATER TANK

LEGEND

SMOKING

SHELTER

SMOKING

SHELTER

73T

R1

R2

R3

R4

1A

R5

R6

R7

R8

LANDING

AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

REPLACE MAIN WATER LOOP

Charles George VAMC, ASHEVILLE NC

637-20-101

N/A

7/2/2021Revisions: Date:

www.atriaxgroup.com

Atriax PLLC 102 3rd Avenue, NE Hickory, NC 28601 Phone: 828.315.9962 Fax: 828.315.9964

NC Engineering License No.: P-0214 7/2/2021

S E A L 024911

HAROLD J . MARV

I N

PR

OFESSIONAL

ENGINEER

NO

RTH CAROL I NA

300 Ridgefield Ct Ste 301 Asheville, NC 28806

Phone: (828)225-6562

GI001

DIHHJM

COVER SHEET, LOCATION MAP,

CHARLES GEORGE

VETERANS AFFAIRS

MEDICAL CENTER

ASHEVILLE

NORTH CAROLINA

SITE

RICEVILLE RD.

UT

LENN RD .

R D .

MT N .

ALB

KC

L B

E U

D R

I

EG

Y

K P

Approved: Date: Approved: Date:

Approved: Date: Approved: Date:

Approved: Date: Approved: Date:

Approved: Date: Approved: Date:

Approved: Date: Approved: Date:

Requesting ServiceChief, FMS

Infection ControlMedical Center Director

M & O SupervisorAssociate Director

Safety ManagerChief of Staff

AFGEAssociate Director for Patient Care Services

HOURS OF

OPERATION "CONFIDENTIAL"

ASHEVILLE

MEDICAL CENTER

DEPARTMENT of VETERANS AFFAIRS

NORTH CAROLINA

REPLACE MAIN WATER LOOP

PROJECT NO. 637-20-101

BID DOCUMENTS

INDEX OF DRAWINGS

64 FIRE PUMP ROOM

63 STORAGE

47 MAIN HOSPITAL

24 CREDIT UNION

15 ADMINISTRATION/HUMAN RESOURCES

14 ADMINISTRATION / FMS SHOPS

12 GROUNDS - MAINTENANCE

11 LINEN

9 MENTAL HEALTH

2 & 3 QUARTERS

BUILDING FUNCTION

62 COMMUNITY LIVING CENTER

65 BLDG.15 GROUND SOURCE HEAT PUMP

70T MENTAL HEALTH

4,5,6,7

72T SWING SPACE

MENTAL HEALTH

73T MENTAL HEALTH

STATEMENT OF BID ITEM(S)

DRAWINGS INDEX

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CONC. WALL

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RAMP

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ASPHALT DRIVE

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BLOCK WALL

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BLOWER PAD

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8:00 AM - 4:30 PM UNLESS APPROVED BY THE C.O.R. NO WORK ON GOVERNMENT HOLIDAYS

AutoCAD SHX Text THESE DRAWINGS MUST BE RETURNED TO MUST BE RETURNED TO BE RETURNED TO FACILITIES MANAGEMENT SERVICE, PROJECT SECTION, UPON COMPLETION, OR FINAL USE BY THE CONTRACTOR FOR BIDDING PURPOSES.

AutoCAD SHX Text GI001 01 COVER SHEET, PROJECT LOCATION, DRAWINGS INDEX 01 COVER SHEET, PROJECT LOCATION, DRAWINGS INDEX COVER SHEET, PROJECT LOCATION, DRAWINGS INDEX V-001 02 EXISTING CONDITIONS MAIN CAMPUS 02 EXISTING CONDITIONS MAIN CAMPUS EXISTING CONDITIONS MAIN CAMPUS V-002 03 EXISTING CONDITIONS RICEVILLE ROAD 03 EXISTING CONDITIONS RICEVILLE ROAD EXISTING CONDITIONS RICEVILLE ROAD C-001 04 NOTES, LEGEND, AND ABBREVIATIONS 04 NOTES, LEGEND, AND ABBREVIATIONS NOTES, LEGEND, AND ABBREVIATIONS C-101 05 SITE/PHASING PLAN MAIN CAMPUS 05 SITE/PHASING PLAN MAIN CAMPUS SITE/PHASING PLAN MAIN CAMPUS C-102 06 SITE/PHASING PLAN RICEVILLE ROAD 06 SITE/PHASING PLAN RICEVILLE ROAD SITE/PHASING PLAN RICEVILLE ROAD C-110 07 PHASE '1' PLAN 07 PHASE '1' PLAN PHASE '1' PLAN C-111 08 PHASE `2` PLAN - A 08 PHASE `2` PLAN - A PHASE `2` PLAN - A C-112 09 PHASE `2` PLAN - B 09 PHASE `2` PLAN - B PHASE `2` PLAN - B C-113 10 PHASE `3` PLAN - A 10 PHASE `3` PLAN - A PHASE `3` PLAN - A C-114 11 PHASE `3` PLAN - B 11 PHASE `3` PLAN - B PHASE `3` PLAN - B C-115 12 PHASE `4` PLAN - A 12 PHASE `4` PLAN - A PHASE `4` PLAN - A C-116 13 PHASE `4` PLAN - B 13 PHASE `4` PLAN - B PHASE `4` PLAN - B C-117 14 PHASE `4` PLAN - C 14 PHASE `4` PLAN - C PHASE `4` PLAN - C C-118 15 PHASE `5` PLAN - A 15 PHASE `5` PLAN - A PHASE `5` PLAN - A C-119 16 PHASE `5` PLAN - B 16 PHASE `5` PLAN - B PHASE `5` PLAN - B C-120 17 PHASE `6` PLAN - A 17 PHASE `6` PLAN - A PHASE `6` PLAN - A C-121 18 PHASE `6` PLAN - B 18 PHASE `6` PLAN - B PHASE `6` PLAN - B C-122 19 PHASE `7` PLAN 19 PHASE `7` PLAN PHASE `7` PLAN C-123 20 PHASE `X` PLAN - A 20 PHASE `X` PLAN - A PHASE `X` PLAN - A C-124 21 PHASE 'X' PLAN - B 21 PHASE 'X' PLAN - B PHASE 'X' PLAN - B CG101 22 EROSION & SEDIMENT CONTROL AREA PLAN 22 EROSION & SEDIMENT CONTROL AREA PLAN EROSION & SEDIMENT CONTROL AREA PLAN C-501 23 EROSION CONTROL DETAILS 23 EROSION CONTROL DETAILS EROSION CONTROL DETAILS C-502 24 SITE DETAILS #1 24 SITE DETAILS #1 SITE DETAILS #1 C-503 25 SITE DETAILS #2 25 SITE DETAILS #2 SITE DETAILS #2 C-600 26 HYDRANT & VALVE SCHEDULE 26 HYDRANT & VALVE SCHEDULE HYDRANT & VALVE SCHEDULE

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DRAWING TITLE

AutoCAD SHX Text BID ITEM I (BASE BID): ALL WORK SHOWN OR SPECIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS. THE PROJECT WILL REPLACE THE CHARLES GEORGE VA MEDICAL CENTER MAIN WATER LOOP. THE PROPOSED MAIN SUMS TO APPROXIMATELY 6200 LF OF 8", 3 PRESSURE REDUCING VALVE STATIONS, AND 600 LF OF 6" DUCTILE IRON PIPE. WORK WILL INCLUDE DEMOLITION OF HARDSCAPES, TRENCHING, WATERLINE AND APPURTENANCES INSTALLATION, INSERTION VALVES, WET TAPS, PAVING, GROUTING EXISTING ABANDONED MAIN SOLID, FIRE HYDRANT ADJUSTMENTS, RELOCATIONS, AND INSTALLATIONS, AS WELL AS THE DEVELOPMENT OF AND COMPLIANCE TO A TRAFFIC CONTROL PLAN AND THE FINANCIAL RESPONSIBILITY ASSOCIATED WITH THE EROSION AND SEDIMENT CONTROL PLAN COMPLIANCE. PHASING IS PRESCRIPTIVE TO CONTROL BUILDING DOWN TIMES. PERMITTING RESPONSIBILITY FOUND WITHIN SPEC 01 00 00 1.4.B. CONTRACT COMPLETION TIME: PERMITTING: 90 CALENDAR DAYS AFTER PERMITTING NOTICE TO PROCEED. CONSTRUCTION: 180 CALENDAR DAYS AFTER CONSTRUCTION NOTICE TO PROCEED. BID ITEM II (DEDUCT ALTERNATE 1): ALL WORK AS SPECIFIED FOR BID ITEM I (BASE BID) MINUS THE FOLLOWING: ALL WORK ASSOCIATED WITH GROUTING EXISTING MAIN SOLID. THIS WORK CONSISTS OF APPROXIMATELY 5600 LF OF 8" DUCTILE IRON TO BE ABANDONED IN PLACE. CONTRACT COMPLETION TIME: PERMITTING: 90 CALENDAR DAYS AFTER PERMITTING NOTICE TO PROCEED. CONSTRUCTION: 180 CALENDAR DAYS AFTER CONSTRUCTION NOTICE TO PROCEED. BID ITEM III (DEDUCT ALTERNATE 2): ALL WORK AS SPECIFIED FOR BID ITEM II (DEDUCT ALTERNATE 1) MINUS THE FOLLOWING: ALL WORK BETWEEN STATION 55+28 AND 60+92 OF THE EASTERN LOOP ALIGNMENT. THIS WORK CONSISTS OF APPROXIMATELY (~) (560) LF OF 8" DUCTILE IRON, (4) FITTINGS, ~ (850) SF OF ROADWAY PAVING, (1550) SF OF LIGHT DUTY PAVING, AND THE ASSOCIATED CONSTRUCTION TIME. CONTRACT COMPLETION TIME: PERMITTING: 90 CALENDAR DAYS AFTER PERMITTING NOTICE TO PROCEED. CONSTRUCTION: 165 CALENDAR DAYS AFTER CONSTRUCTION NOTICE TO PROCEED. BID ITEM IV (DEDUCT ALTERNATE 3): ALL WORK AS SPECIFIED FOR BID ITEM III (DEDUCT ALTERNATE 2) MINUS THE FOLLOWING: ALL WORK ASSOCIATED WITH 'PHASE X' OF CONTRACT DOCUMENTS. THIS WORK CONSISTS OF APPROXIMATELY (~) (1000) LF OF 8" DUCTILE IRON, (50) LF OF 6" DUCTILE IRON, (4) FIRE HYDRANT ADJUSTMENTS, (11) FITTINGS, (5) VALVES, (2) DRY TAPS. (50) SF ROADWAY PAVING. CONTRACT COMPLETION TIME: PERMITTING: 90 CALENDAR DAYS AFTER PERMITTING NOTICE TO PROCEED. CONSTRUCTION: 150 CALENDAR DAYS AFTER CONSTRUCTION NOTICE TO PROCEED. BID ITEM V (DEDUCT ALTERNATE 4): TO BE TREATED AS A STAND ALONE DEDUCTION. THIS WORK SHALL BE PRICED TO BE DEDUCTED FROM ANY OF THE ABOVE ALTERNATES. ALL WORK ASSOCIATED WITH THE MAIN LINE PRESSURE REDUCING VALVE STATIONS FOUND ON C-110, C-114, AND C-124. CONTRACT COMPLETION TIME: 0 CALENDAR DAYS. NOTICE: 1. THE BASE BID CONTAINS ALL THE PROJECT WORK. EACH BID DEDUCT DELETES A PORTION OF THE WORK. THE BASE BID CONTAINS ALL THE PROJECT WORK. EACH BID DEDUCT DELETES A PORTION OF THE WORK. 2. IT IS ANTICIPATED THAT AWARD WILL BE MADE ON BID ITEM 1 (BASE BID). HOWEVER, IF THE BIDS EXCEED THE IT IS ANTICIPATED THAT AWARD WILL BE MADE ON BID ITEM 1 (BASE BID). HOWEVER, IF THE BIDS EXCEED THE FUNDS AVAILABLE, AWARD WILL BE MADE ON BID ITEM II (DEDUCT ALTERNATE 1). 3. EXCLUDING BID ITEM V, THE BID ITEMS ARE LISTED IN DESCENDING ORDER. EXCLUDING BID ITEM V, THE BID ITEMS ARE LISTED IN DESCENDING ORDER. 4. BIDDERS SHALL AFFIX A PRICE TO EACH BID ITEM. FAILURE TO DO SO MAY RENDER THE BID AS NONRESPONSIVE.BIDDERS SHALL AFFIX A PRICE TO EACH BID ITEM. FAILURE TO DO SO MAY RENDER THE BID AS NONRESPONSIVE.

AutoCAD SHX Text WORK WITHIN PHASE X MAY BE USED STARTED AND STOPPED WITHOUT COMPLETION OF THE ENTIRE PHASE. THE INTENT IS TO SHIFT LABOR TO PHASE X, SHOULD WORK STOP ON A SEPARATE PHASE OF THE PROJECT.

Hal Text Box CCT: 180 days + 245 days (8 months for Water Line Material Lead Time) = 425 days

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Hal Text Box CCT: 180 days + 245 days (8 months for Water Line Material Lead Time) = 425 days

Hal Text Box CCT: 165 days + 245 days (8 months for Water Line Material Lead Time) = 410 days

Hal Text Box CCT: 150 days + 245 days (8 months for Water Line Material Lead Time) = 395 days