P01 - Drawings - Appendix A BATH AND CAN - PM PROJECT.pdf

PDF 1 MB Posted Jul 3, 2024

Attached to: Z1DA--MILLING AND PATCHING ROADWAYS- BATH, NY AND CANANDAIGUA, NY VA Medical Center Campuses
Solicitation number: 36C24224R0066
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Jul 3, 2024

This document is a construction drawings package for maintenance paving work at the Canandaigua and Bath, NY VA Medical Center campuses. The scope of work includes milling the existing asphalt surfaces to a depth of 2 inches, collecting the millings, and placing 2 inches of new 12.5 F3 top course asphalt with Series 80 compaction. The work locations include the rear entrance, loop road, parking lots, pedestrian paths, and access drives at both campuses. Contractor is responsible for submitting a mix design for approval prior to work, coordinating activities with the Contracting Officer's Representative, maintaining work area cleanliness and minimizing impacts to patients and staff, and providing a 1-year warranty on the completed work. The total project duration is not to exceed 60 days from contract award to final punch list completion.

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Other files

File	Type	Posted
36C24224R0066 0002.docx	DOCX document	Jul 18, 2024
S04 - Site visit Attendees - 36C24224R0066 Milling Patching Roadways Bath and CN.pdf	PDF	Jul 12, 2024
36C24224R0066 0001.docx	DOCX document	Jul 12, 2024
36C24224R0066_2.docx	DOCX document	Jul 3, 2024

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SHED

GARDEN PLOT

SPLIT RAIL FENCE

SHED

DUGOUT

CONCRETE WALL

29A

383942

DUGOUT

Existing Fence

PARKING

COURTYARD 2

2 HRVISITOR

RESERVED & VISITOR 2 HR TYP.

1 1A

CAMPUS SITE PLAN

VAMC Canandaigua

RAMP

OPC

35T

RETENTION

POND

COURTYARD 2

35T

COURTYARD 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

SCALE: (FOR REFERENCE ONLY)

DATE:NO. REVISION:

1 2 3 4 5 6 7 8 9

CONSTRUCTION

DOCUMENTS

24-515MAINTENANCE PAVING

BATH, NEW YORK

PEC

G-01

GENERAL NOTES AND

WORK AREAS

5/14/2024 PEC

NTS

CANANDAIGUA AND

BATH STATIONS

CONTRACTOR TO PERFORM MILLING AND PAVING AT THE

LOCATIONS INDICATED ON THE PLANS. CONTRACTOR TO

CONFIRM THE LOCATIONS AND LAYOUT WITH COR PRIOR

TO STARTING WORK.

MILLING:

1. CONTRACTOR TO MILL THE EXISTING PAVEMENT

SURFACE TO A DEPTH OF 2 INCHES.

2. MILLINGS ARE TO BE COLLECTED BY CONTRACTOR

AND DUMPED ON-SITE AT LOCATION COORDINATED

WITH VA STAFF.

3. MILLED SURFACE TO BE BROOM CLEANED PRIOR TO

PLACEMENT OF ASPHALT.

PAVING:

1. ASPHALT MIX TO BE 12.5 F3 TOP COURSE ASPHALT.

CONTRACTOR TO SUBMIT MIX DESIGN FOR

APPROVAL PRIOR TO STARTING WORK.

2. ASPHALT SHALL BE PLACED TO MEET EXISTING

GRADES AND ENSURE POSITIVE DRAINAGE.

3. COMPACTION SHALL BE COMPLETED WITH A 10 TON

VIBRATORY ROLLER CONSISTENT WITH SERIES 80

COMPACTION.

BATH CAMPUS AREAS OF WORKCANANDAIGUA CAMPUS AREAS OF WORK

1. BOTH CAMPUSES WILL HAVE ACTIVE VEHICLE AND

PEDESTRIAN TRAFFIC. CONTRACTOR TO USE

CAUTION WITH ACTIVITIES.

2. THE FOLLOWING AREAS ARE ALLOWED TO BE

BLOCKED OFF DURING CONSTRUCTION ACTIVITIES

FOR A MAXIMUM DURATION OF 3 DAYS:

BATH: - BUILDING 92 PARKING

- PEDESTRIAN PATH

- LOT REPAIR BY BUILDING 14

3. WORK IN OTHER LOCATIONS NOT INDICATED ABOVE

ARE TO BE PERFORMED UNDER TRAFFIC WITH

SINGLE LANE CLOSURES AND FLAGGING. VA WILL

PROVIDE STAFF TO DIRECT TRAFFIC.

4. CONTRACTOR TO PROVIDE PORTABLE "WORK

AHEAD" AND FLAGGER SIGNS.

5. IF MILLED AREAS WITHIN THE TRAVELED WAY ARE

TO BE LEFT OPEN TO TRAFFIC, TRANSITION BUMPS

SHALL BE MARKED WITH THE PLACEMENT OF CONES.

ENSURE EDGES ARE TRAVERSABLE FOR VEHICLES.

LOT 7 EXIT WORK

AREA (1/C-02)

BUSHWOOD ENTRANCE

WORK AREA (2/C-02)

LOOP ROAD BY

BUILDING 4 WORK

AREA (C-01)

LOT 4 ENTRANCE

APRON WORK

AREA (1/B-02)

PEDESTRIAN PATH

WORK AREA

(2/B-02)

LOOP ROAD BY

BUILDING 16 WORK

AREA (3/B-02)

BUILDING 14 LOT

WORK AREA

(4/B-02)

BUILDING 92

WORK AREA (B-01)

AutoCAD SHX Text X

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COHOCTON RIVER

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COHOCTON RIVER

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EAST STREET

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FORT HILL

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SONNENBERG

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GARDENS

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AVENUE

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LAYDOWN

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STAGING

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CHAPEL STREET

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PARK

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EXERCISE

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BUSHWOOD LN.

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ZONED

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CONSTRUCTION

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LAYDOWN

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STAGING

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LAYDOWN

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STAGING

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LAYDOWN

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STAGING

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POND

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RETENTION

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OFFICES

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MODULAR

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SUBSTATION

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NEW

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NEW

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WATER

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MAIN

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BOX

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HOT

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SHED

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TEMP FD

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OFFICES

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MODULAR

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UNDER

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CONSTRUCTION

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SCOPE OF WORK

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WORK ZONE PROTECTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

SCALE: (FOR REFERENCE ONLY)

DATE:NO. REVISION:

1 2 3 4 5 6 7 8 9

CONSTRUCTION

DOCUMENTS

24-515MAINTENANCE PAVING

BATH, NEW YORK

PEC

B-01

B92 PARKING AREA

5/14/2024 PEC

1' = 30'

CANANDAIGUA AND

BATH STATIONS

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SANITARY SEWER MANHOLE

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RIM EL 1121.48.

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INV. EL.(W) 1118.93

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INV. EL.(E) 1118.98

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INV. EL.(N) 1118.85

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CATCH BASIN

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RIM EL. 1121.13

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INV.EL.(E) 1117.23

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STORM SEWER MANHOLE

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RIM EL. 1116.51

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INV EL. (NW) 1109.38

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INV EL. (SE) 1109.26'

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INV EL. (W) 1111.09'

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PVC

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COMPRESSOR

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AIR

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CONDITIONING

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STORM SEWER MANHOLE

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RIM EL. 1126.30'

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INV.EL.(W) 1111.30'

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INV.EL.(S) 1111.10'

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CATCH BASIN

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RIM EL. 1122.55

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INV.EL.(W) 1111.80'

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INV.EL.(E) 1111.78'

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BUILDING NO.104

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BUILDING NO.92

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6"CIP

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6"CLAY

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10"CIP

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BUILDING NO.104

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STM

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STM

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STM

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STM

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STM

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STM

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STM

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STORM SEWER MANHOLE

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RIM EL.1123.21'

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INV.EL.(N) 1111.01'

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INV.EL.(SE) 1110.88'

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STORM SEWER MANHOLE

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INV.EL.(NE) 1111.82''

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INV.EL.(S) 1111.67'

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INV.EL.(SE) 1116.36'

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INV.EL.(SW) 1116.50'

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STORM SEWER MANHOLE

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RIM EL 1121.90.

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INV.EL. (N) 1109.53'

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STANDING WATER WELL

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ABOVE PIPES IN THIS

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MANHOLE.APPEARS TO BE

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PLUGGED

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INV. EL. (S) 1109.75

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STANDING WATER WELL

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ABOVE PIPES IN THIS

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MANHOLE.APPEARS TO BE

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PLUGGED

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6"PVC

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INV.EL.(E) 1121.95'

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ELEC.

PANEL

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

SCALE: (FOR REFERENCE ONLY)

DATE:NO. REVISION:

1 2 3 4 5 6 7 8 9

CONSTRUCTION

DOCUMENTS

24-515MAINTENANCE PAVING

BATH, NEW YORK

PEC

B-02

MULTIPLE

PAVING LOCATIONS

BATH CAMPUS

5/14/2024 PEC

1' = 30'

CANANDAIGUA AND

BATH STATIONS

SCALE: 1" = 30'

LOT 4 ENTRANCE APRON1SCALE: 1" = 30'

PEDESTRIAN PATH2

SCALE: 1" = 30'

LOOP ROAD PATCH BY BUILDING 163SCALE: 1" = 30'

PARKING LOT PATCH BY BUILDING 164

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SANITARY SEWER MANHOLE

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RIM EL 1127.14'

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INV. EL.(W) 1122.19'

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24"CONC.PIPE

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INV. EL.

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INV. EL.

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24"CMP

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24"CMP

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4"PVC

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4"PVC

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STORM SEWER MANHOLE

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RIM EL. 1106.07

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INVERT EL. (NW) 1098.95

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INVERT EL. (E) 1098.95

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15"CMP

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SANITARY SEWER MANHOLE

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RIM EL.1126.28'

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8"CLAY

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RIM EL. 1119.22'

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INV.EL.(NW) 1113.52'

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INV EL.(W) 1113.22'

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INV.EL.(E) 1113.21'

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12"CLAY

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BUILDING NO.16

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8"PVC

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STORM SEWER MANHOLE

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RIM EL. 1123.75'

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INV.EL.(N) 1119.24'

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INV.EL.(SE) 1113.80'

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INV.EL.(S) 1112.75' PIPE1/2 FULL DEBRIS

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6"CIP(S)

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CATCH BASIN

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CATCH

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BASIN

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RIM RL. 1116.66'

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INV.EL(N) 1112.96'

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CATCH BASIN

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RIM RL. 1116.83'

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ELECTRIC

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SWITCH

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INV.EL.1111.63

360'

BUILDING 4

LOT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

SCALE: (FOR REFERENCE ONLY)

DATE:NO. REVISION:

1 2 3 4 5 6 7 8 9

CONSTRUCTION

DOCUMENTS

24-515MAINTENANCE PAVING

CANANDAIGUA, NEW YORK

PEC

C-01

MULTIPLE

LOOP ROAD BY BUILDING 4

CANANDAIGUA CAMPUS

5/14/2024 PEC

1' = 30'

CANANDAIGUA AND

BATH STATIONS

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SIDEWALK

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CONCRETE WALK

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MSNRY BLDG NO. 14

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MSNRY/BRICK FOUNDATION (OLD GREENHOUSE)

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CONC WALK

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TRANSFRMR ON CONC.

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CONCRETE WALK

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CONCRETE WALK

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WALK

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CONC

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BLDG NO. 17

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VA MEDICAL

CENTER

ENGINEERING

CANANDAIGUA /

BATH, NEW YORK

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

SCALE: (FOR REFERENCE ONLY)

DATE:NO. REVISION:

1 2 3 4 5 6 7 8 9

CONSTRUCTION

DOCUMENTS

24-515MAINTENANCE PAVING

CANANDAIGUA, NEW YORK

PEC

C-01

MULTIPLE

VARIOUS LOCATIONS

CANANDAIGUA CAMPUS

5/14/2024 PEC

1' = 30'

CANANDAIGUA AND

BATH STATIONS

SCALE: 1" = 30'

LOT 7 EXIT REPAIRS1SCALE: 1" = 30'

BUSHWOOD ENTRANCE AREA2

CONCRETE PAD AND

TRENCH ENCASEMENT

TO REMAIN

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GRAVEL DRIVE

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MSNRY. BUILDING NO. 12

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MSNRY. BLDG. NO. 11

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UNKNOWN MH (LABELED TRAP)

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1' HH (2)(PAINTED YELLOW)

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1' HH(TANK 021)

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MSNRY. BLDG. NO. 11

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EDGE OF

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GRAVEL

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2"COND.

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UNID

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METAL STAIRS ON CONC

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METAL OPEN AIR PAVILION ON CONCRETE PAD

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CONCRETE WALK

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CONC. PAD

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CONC WALK

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Sheets and Views

Unsaved Drawing1-G-00

Unsaved Drawing1-B-01

Unsaved Drawing1-B-02

Unsaved Drawing1-C-01

Unsaved Drawing1-C-02

File details come from the government source that posted it. Updated Jul 3, 2024.