S02 Revised Drawings 2 for Expand Parking Lot 2020-10-30.pdf

PDF 8 MB Posted Nov 4, 2020

Attached to: Y1LZ--620-18-202 Expand Parking Lot 620-18-202 Expand Parking Lot
Solicitation number: 36C24220B0068
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 27, 2023

This notice is for a federal solicitation seeking construction services for a parking lot expansion project. The solicitation number is 36C24220B0068 and involves expanding the parking lot at the VA Hudson Valley Health Care System campus located in Montrose, New York. The project scope includes general construction such as site demolition, grading, drainage and parking lot installation. It also includes electrical work to install pole-mounted lighting fixtures and associated materials. The cost estimate range is $500,000 to $1 million. The contract completion time is 180 calendar days from notice to proceed. This opportunity is set aside for Service-Disabled Veteran Owned Small Businesses. Responses to the solicitation, which will be posted on December 30, 2020, must be submitted in hard copy by the date and time specified in the solicitation.

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Other files

File	Type	Posted
36C24220B0068 0003.docx	DOCX document	Nov 4, 2020
S02 Revised Drawings 1 for Expand Parking Lot 2020-10-30.pdf	PDF	Nov 4, 2020
Prebid site visit list 10-19-20 620-18-202.pdf	PDF	Nov 4, 2020
Photographs of the LP-1..pdf	PDF	Nov 4, 2020
S02 Revised Drawings 2 for 620-18-202 Expand Parking Lot 2020-10-30.pdf	PDF	Nov 4, 2020
S02 Revised Drawings 1 for 620-18-202 Expand Parking Lot 2020-10-30.pdf	PDF	Nov 4, 2020
36C24220B0068 0002.docx	DOCX document	Nov 4, 2020
Photographs of the LP-1.pdf	PDF	Nov 4, 2020
36C24220B0068 0001.docx	DOCX document	Oct 13, 2020
S02 Specifications for 620-18-202 Expand Parking Lot - 2020-08-07.pdf	PDF	Oct 6, 2020
S02 Drawings 2 for 620-18-202 Expand Parking Lot 2020-08-07.pdf	PDF	Oct 6, 2020
S02 Drawings 1 for 620-18-202 Expand Parking Lot 2020-08-07.pdf	PDF	Oct 6, 2020
S02 Drawings 3 for 620-18-202 Expand Parking Lot 2020-08-07.pdf	PDF	Oct 6, 2020
36C24220B0068_1.docx	DOCX document	Oct 6, 2020

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers 49 South Main Street Suite 200 Pittston, PA 18640

ENGINEERING

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

BID REVISIONS 1 10/30/2020

PLANTING PLAN AND

DETAILS

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3 STORY BRICK BUILDING BUILDING NO. 1

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CATCH BASIN 1 RIM=104.96 INV.=101.05, 8" RCP

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CONC. SIDEWALK

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CONC. SIDEWALK

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CONC. SIDEWALK

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CONC. SIDEWALK

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CONC. SIDEWALK

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ASPHALT PARKING

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ASPHALT

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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PAVEMENT EDGE

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1 STORY BRICK BUILDING

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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FDR VETERANS HOSPITAL ROAD

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PAVEMENT EDGE

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BREEZEWAY

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"PEDESTRIAN CROSSING"

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CROSSWALK

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"PARKING LOT A, NO FIREARMS OR WEAPONS ALLOWED ON THIS PROPERTY"

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"STOP"

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"SPEED LIMIT 15 MPH"

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"HANDICAP PARKING"

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"HANDICAP PARKING"

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3-"RESERVED PARKING"

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CONC. SIDEWALK

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CROSSWALK

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CROSSWALK

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GATE

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VAULT

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CONC. CURB

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CONC. CURB

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"BUILDING 8"

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CONC. CURB

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CONC. SIDEWALK

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"SPEED LIMIT 15"

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PAVEMENT EDGE

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PAVEMENT EDGE

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"AUTHORIZED VEHICLES ONLY"

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FH #28

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NO PARKING

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NO PARKING

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NO PARKING

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NO PARKING

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BIORETENTION BASIN SHRUBS

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6" RIVER ROCK APRON

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LIMIT OF BASIN MULCH

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CONC. SIDEWALK

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GV #05

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BUTTONBUSH

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SPICEBUSH

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SILKY DOGWOOD

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VIBURNUM

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WINTERBERRY

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2" SHREDDED HARDWOOD MULCH

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AND 18" PLANTING SOIL

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SCALE:

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PLANTING PLAN

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LP-101

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LEGEND

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-PROPOSED TREE LOCATION

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BIORETENTION BASIN PLANTING PLAN

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LP-101

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LEGEND

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BIORETENTION BASIN PLANT SYMBOLS

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%%UPLAN

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FEET

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SCALE:

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers 49 South Main Street Suite 200 Pittston, PA 18640

ENGINEERING

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

10/30/2020BID REVISIONS 1

LANDSCAPING DETAILS

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AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

AutoCAD SHX Text LANDSCAPE NOTES 1. ALL DISTURBED OR DAMAGED AREAS SHALL BE REPAIRED AND REFINISHED WITH MATERIALS TO MATCH EXISTING ALL DISTURBED OR DAMAGED AREAS SHALL BE REPAIRED AND REFINISHED WITH MATERIALS TO MATCH EXISTING ADJACENT SURFACES. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF WORK. LOCATIONS OF EXISTING AERIAL OR SUB-SURFACE UTILITY LINES INDICATED ARE APPROXIMATE AND NEITHER THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OF COMPLETENESS OF THESE LOCATIONS. IF THERE ARE ANY CONFLICTS DUE TO THE EXISTING OR AS-BUILT CONDITIONS THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR FIELD ADJUSTMENT APPROVAL. 3. ALL PLANT MATERIAL SHALL HAVE A NORMAL HABIT OF GROWTH, AND SHALL BE SOUND, HEALTHY, VIGOROUS AND ALL PLANT MATERIAL SHALL HAVE A NORMAL HABIT OF GROWTH, AND SHALL BE SOUND, HEALTHY, VIGOROUS AND FREE OF DISEASE, INSECTS, INSECT EGGS AND LARVAE. 4. ALL PLANTING SHALL BE PERFORMED IN CONFORMANCE WITH GOOD NURSERY AND LANDSCAPE PRACTICES AND TO ALL PLANTING SHALL BE PERFORMED IN CONFORMANCE WITH GOOD NURSERY AND LANDSCAPE PRACTICES AND TO OTHER STANDARDS THAT ARE ESTABLISHED BY THE MUNICIPALITY. 5. REQUIREMENTS FOR MEASUREMENT, BRANCHING, GRADING, QUALITY AND BURLAPPING OF ALL SHRUBBERY SHALL REQUIREMENTS FOR MEASUREMENT, BRANCHING, GRADING, QUALITY AND BURLAPPING OF ALL SHRUBBERY SHALL FOLLOW THE CODE OF STANDARDS RECOMMENDED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. IN THE AMERICAN STANDARD NURSERY STOCK, ANSIZ60, 1-1990, AS AMENDED. 6. ALL DISTURBED AREAS NOT LANDSCAPED, PAVED OR BUILT UPON SHALL BE SEEDED, FERTILIZED AND MULCHED IN ALL DISTURBED AREAS NOT LANDSCAPED, PAVED OR BUILT UPON SHALL BE SEEDED, FERTILIZED AND MULCHED IN ACCORDANCE WITH SEEDING MIX AS OUTLINED ON THE DETAIL SHEET UNLESS OTHERWISE NOTED. REFER TO SEEDING SCHEDULE AND EROSION AND SEDIMENTATION CONTROL PLAN FOR OTHER REQUIREMENTS. 7. DECIDUOUS TREES THAT OVERHANG PEDESTRIAN OR VEHICULAR ROUTES SHALL BE MAINTAINED TO A HEIGHT OF 8' DECIDUOUS TREES THAT OVERHANG PEDESTRIAN OR VEHICULAR ROUTES SHALL BE MAINTAINED TO A HEIGHT OF 8' FREE OF BRANCHES AND FOLIAGE. 8. CONTRACTOR TO PROVIDE CLEANUP, PROTECTION AND MAINTENANCE OF LANDSCAPED AREA UNTIL OWNER CONTRACTOR TO PROVIDE CLEANUP, PROTECTION AND MAINTENANCE OF LANDSCAPED AREA UNTIL OWNER INSPECTION AND ACCEPTANCE. 9. QUANTITIES SHOWN ON THE PLAN SHALL GOVERN IF TOTALS DO NOT AGREE WITH PLANTING SCHEDULE QUANTITIES. QUANTITIES SHOWN ON THE PLAN SHALL GOVERN IF TOTALS DO NOT AGREE WITH PLANTING SCHEDULE QUANTITIES. 10. SHURBS AND GRASSED AREAS PLANTED BY CONTRACTOR ("LANDSCAPING") SHALL BE MAINTAINED AND SHURBS AND GRASSED AREAS PLANTED BY CONTRACTOR ("LANDSCAPING") SHALL BE MAINTAINED AND WARRANTED TO BE LIVING AND IN HEALTHY CONDITION FOR AT LEAST 12 MONTHS. CONTRACTOR TO TAKE ALL MEASURES TO CARE FOR AND MAINTAIN LANDSCAPING TO THE END OF THE WARRANTY PERIOD. WORK SHALL INCLUDED WATERING, FERTILIZING, PRUNING, STAKING, CUTTING AND ALL OTHER REQUIRED MEASURES. CONTRACTOR SHALL VISIT SITE A MINIMUM OF 2 TIMES PER MONTH TO INSPECT AND MAINTAIN SHRUBS AND GRASSED AREAS. CONTRACTOR SHALL COME TO SITE MORE OFTEN IF REQUIRED TO MAINTAIN LANDSCAPING. CONTRACTOR SHALL RESPOND TO VA REQUEST FOR SITE VISIT WITHIN 2 DAYS. CONTRACTOR TO REPLACE ALL LANDSCAPING WHICH IS NOT IN EXCELLENT CONDITION. 11. THE CONTRACTOR SHALL NOT UNDER ANY CIRCUMSTANCES DISCHARGE ANY SOIL, FILL OR DEBRIS INTO ANY PART THE CONTRACTOR SHALL NOT UNDER ANY CIRCUMSTANCES DISCHARGE ANY SOIL, FILL OR DEBRIS INTO ANY PART OF THE WETLANDS THAT ARE NOT BEING DISTURBED BY CONSTRUCTION. 12. THE CONTRACTOR SHALL PROVIDE ONLY THOSE PLANT SPECIES IDENTIFIED ON THE LANDSCAPE PLAN. THE THE CONTRACTOR SHALL PROVIDE ONLY THOSE PLANT SPECIES IDENTIFIED ON THE LANDSCAPE PLAN. THE DESIGNER SHALL BE CONSULTED IF SUBSTITUTIONS ARE NECESSARY. 13. THE PLANTING SHALL BE DONE BY HAND AND THE APPROPRIATE TIME OF YEAR FOR THE MATERIAL. THE PLANTING SHALL BE DONE BY HAND AND THE APPROPRIATE TIME OF YEAR FOR THE MATERIAL. 14. NURSERY STOCK SHALL MEET THE FOLLOWING REQUIREMENTS: NURSERY STOCK SHALL MEET THE FOLLOWING REQUIREMENTS: a) GROWN IN A CERTIFIED NURSERY FOR A PERIOD OF AT LEAST TWO FULL GROWING SEASONS GROWN IN A CERTIFIED NURSERY FOR A PERIOD OF AT LEAST TWO FULL GROWING SEASONS b) FREE FROM MECHANICAL INJURIES, CUTBACK LEADERS, BROKEN BRANCHES, DECAY AND OTHER DEFECTS FREE FROM MECHANICAL INJURIES, CUTBACK LEADERS, BROKEN BRANCHES, DECAY AND OTHER DEFECTS c) FREE FROM DISEASE AND INJURIOUS INSECTS FREE FROM DISEASE AND INJURIOUS INSECTS d) TYPICAL OF SPECIES OR VARIETY INDICATED TYPICAL OF SPECIES OR VARIETY INDICATED e) EACH BUNDLE OR EACH PLANT IF NOT BUNDLED, SHALL BE LABELED WITH THE PLANT COMMON NAME AND SIZE EACH BUNDLE OR EACH PLANT IF NOT BUNDLED, SHALL BE LABELED WITH THE PLANT COMMON NAME AND SIZE 16. ALL PLANT MATERIALS DELIVERED TO THE SITE SHALL BE PLANTED WITHIN 24 HOURS UNLESS OTHERWISE ALL PLANT MATERIALS DELIVERED TO THE SITE SHALL BE PLANTED WITHIN 24 HOURS UNLESS OTHERWISE APPROVED. 17. WHILE AWAITING PLANTING, THE PLANT MATERIAL SHALL BE STORED IN THE SHADE AND PROTECTED FROM WHILE AWAITING PLANTING, THE PLANT MATERIAL SHALL BE STORED IN THE SHADE AND PROTECTED FROM WEATHER UNLESS OTHERWISE INDICATED. 18. THE CONTRACTOR SHALL INSPECT PLANTS ON A WEEKLY BASIS AND SHALL PERFORM MAINTENANCE OPERATIONS THE CONTRACTOR SHALL INSPECT PLANTS ON A WEEKLY BASIS AND SHALL PERFORM MAINTENANCE OPERATIONS INCLUDING WATERING, PRUNING, SPRAYING, AND REPLACEMENT OF IMPAIRED OR DEAD PLANTS FOR A ONE YEAR PERIOD.

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O.C. 1/4" DEPTH VERTICALLY

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SCARIFY IF ROOT BOUND, 3"

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REMOVE PLASTIC

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CONTAINER

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PLANTING SOIL

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FINISH GRADE

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3" MULCH

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SHRUB DETAIL NOT TO SCALE

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WITH FINISH GRADE

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TREE PLANTING DETAIL TYP.

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1/2 WIDTH OF ROOT BALL

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SHOULD BE 45 DEGREE

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ANGLE TO SURFACE (+/-)

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PLANTING SOIL MIX

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UNDISTURBED SOIL

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OF BED

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FINISH GRADE

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3" SOIL WELL

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3" MULCH

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REMOVE COVERING FROM

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FIRST LATERAL ROOT FLUSH

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TOP OF BALL

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RETAINING NATURAL FORM

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THIN 1/3 OF INITIAL BRANCHING

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TIER OF BRANCHES.

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WRAP TRUNK WITH TREE WRAP TO SECOND

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CUT EDGE

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BTM ELEV

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BERM ELEV

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BIORETENTION DETAIL

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PLANT TREES AND SHRUBS IN ACCORDANCE WITH LANDSCAPE PLAN

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MAX WATER ELEV.

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18" PLANTING SOIL - SEE NOTES BELOW

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2" SHREDDED HARDWOOD MULCH

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BERM ELEV

STANDARD INLET GRATE TO BE INSTALLED

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

EXPAND PARKING LOT 620-18-202

8/7/2020 tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

REILLY ASSOCIATES

ENGINEERING

Consulting Engineers 49 South Main Street Suite 200 Pittston, PA 18640

ENGINEERING

CONSTRUCTION DOCUMENTS EXPAND PARKING LOT

VA HUDSON VALLEY HEALTH CARE SYSTEM

2094 ALBANY POST ROAD

MONTROSE, NY 10548

10/30/2020BID REVISIONS 1

REFERENCE ONLY

EXISTING ROCK BORING DATA

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AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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NOTES

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1. THE EXISTING ROCK BORING DATA THE EXISTING ROCK BORING DATA SHEET IS PROVIDED AND SHOULD BE USED FOR REFERENCE ONLY. 2. NO SCALE SHALL BE ASSUMED. NO SCALE SHALL BE ASSUMED. CONTRACTOR MAY REQUEST A COPY OF THE ORIGINAL DRAWINGS

Drawing Number

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VA FORM 08 - 6231

Fi le

P at h 6/

P M

CONSTRUCTION DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXPAND PARKING LOT

2094 ALBANY POST ROAD

MONTROSE, NY 10548

620-18-202

10/30/2020Revisions: Date:

E-001

VA HUDSON VALLEY HEALTH CARE SYSTEM

D A

L E L . E NG L EHA

0 9 0 0 2 1

T A T E OF NEW Y O

E N

SED PRO FES S IO NA L E

E E

EX CEL SIOR

BID REVISIONS 1 10/30/20201

V.A.C.

SYMBOLS, NOTES, AND

ABBREVIATIONS

D.L.E.

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POWER

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ELECTRICAL EQUIPMENT

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PULL BOX, SIZE PER N.E.C. ARTICLE 314

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EXPOSED CIRCUIT

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2 CONDUIT UNDERGROUND ELECTRIC - NEW (SEE DETAIL 5/E-500)

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LIGHTING

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EXTERIOR POLE MOUNTED AREA LIGHT

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FIXTURE TYPE (INDICATION)

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L1-XX

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CIRCUIT DESIGNATION

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EXTERIOR POLE MOUNTED LIGHT

AutoCAD SHX Text ABBREVIATIONS AMP/A AMPERE AMPERE AC. ALTERNATING CURRENT ALTERNATING CURRENT A/C. AIR CONDITION AIR CONDITION AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ABOVE FINISHED GRADE A.I.C. AMPERES INTERRUPTING CAPACITY AMPERES INTERRUPTING CAPACITY AC. ALUMINUM ALUMINUM ARCH. ARCHITECTURAL ARCHITECTURAL A.R.F. ABOVE RAISED FLOOR ABOVE RAISED FLOOR ASY. ASYMMETRICAL ASYMMETRICAL A.T.C. AUTOMATIC TEMPERATURE CONTROL AUTOMATIC TEMPERATURE CONTROL A.T.S. AUTOMATIC TRANSFER SWITCH AUTOMATIC TRANSFER SWITCH AUX. AUXILIARY AUXILIARY B.F.C. BELOW FINISHED CEILING BELOW FINISHED CEILING BLDG. BUILDING BUILDING BKR. BREAKER BREAKER BSMT. BASEMENT BASEMENT .C. CENTIGRADE DEGREES CENTIGRADE DEGREES CLG. CEILING CEILING CKT. CIRCUIT CIRCUIT CB CIRCUIT BREAKER CIRCUIT BREAKER CW CLOCKWISE CLOCKWISE COL. COLUMN COLUMN CONC. CONCRETE CONCRETE CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION C. CONDUIT CONDUIT CONDR. CONDUCTOR CONDUCTOR CU. FT. CUBIC FEET CUBIC FEET CONTR. CONTRACTOR CONTRACTOR CU. COPPER COPPER CONST. CONSTRUCTION CONSTRUCTION COAX. COAXIAL COAXIAL COORD. COORDINATE COORDINATE CONT. CONTINUATION CONTINUATION COR CONTRACTING OFFICER'S CONTRACTING OFFICER'S REPRESENTATIVE C.T. CURRENT TRANSFORMER CURRENT TRANSFORMER DIA. DIAMETER DIAMETER DISC. DISCONNECT SWITCH DISCONNECT SWITCH DIV. DIVISION DIVISION DN. DOWN DOWN EA. EACH EACH E.F. EXHAUST FAN EXHAUST FAN ELEC. CL. ELECTRICAL CLOSET ELECTRICAL CLOSET ELEC. ELECTRICAL ELECTRICAL E.C. ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR ELEV/EL. ELEVATION/ELEVATOR ELEVATION/ELEVATOR E.M.T. ELECTRICAL METALLIC TUBING ELECTRICAL METALLIC TUBING ENT. ENTRANCE ENTRANCE ENCL. ENCLOSURE ENCLOSURE EQ. EQUAL EQUAL EQUIP. EQUIPMENT EQUIPMENT E.W. EACH WAY EACH WAY EXT. EXTERNAL/EXTERIOR EXTERNAL/EXTERIOR F.A. FIRE ALARM FIRE ALARM .F. FAHRENHEIT DEGREES FAHRENHEIT DEGREES FC FOOTCANDLE FOOTCANDLE FT. FEET FEET F.E. FIRE EXTINGUISHER FIRE EXTINGUISHER FDN. FOUNDATION FOUNDATION FIN. FINISH/FINISHED FINISH/FINISHED FIXT. FIXTURE FIXTURE FLEX. FLEXIBLE FLEXIBLE FL. FLOOR FLOOR FLA FULL LOAD AMPERES FULL LOAD AMPERES FLUOR. FLUORESCENT FLUORESCENT GA. GAGE/GAUGE GAGE/GAUGE GALV. GALVANIZED GALVANIZED G.C. GENERAL CONTRACTOR GENERAL CONTRACTOR GEN. GENERATOR GENERATOR GND. GROUND GROUND G.F.I./G.F.C.I. GROUND FAULT INTERRUPTER GROUND FAULT INTERRUPTER GROUND FAULT INTERRUPTER G.R.S.C. GALVANIZED RIGID STEEL CONDUIT GALVANIZED RIGID STEEL CONDUIT HT. HEIGHT HEIGHT H.I.I. HIGH INTENSITY DISCHARGE HIGH INTENSITY DISCHARGE HORIZ. HORIZONTAL HORIZONTAL H.O.A. HAND OFF AUTO HAND OFF AUTO HP. HORSEPOWER HORSEPOWER H.P.S. HIGH PRESSURE SODIUM HIGH PRESSURE SODIUM HZ. HERTZ HERTZ ID IDENTIFICATION IDENTIFICATION INC. INCANDESCENT INCANDESCENT IMC INTERMEDIATE CONDUIT INTERMEDIATE CONDUIT ISOL. ISOLATED ISOLATED INSUL. INSULATION/INSULATED INSULATION/INSULATED JB JUNCTION BOX JUNCTION BOX KHZ KILOHERTZ KILOHERTZ KW KILOWATT KILOWATT KWH KILOWATT HOUR KILOWATT HOUR KVA KILOVOLT-AMPERE KILOVOLT-AMPERE KVAR KILOVAR KILOVAR KV KILOVOLT KILOVOLT LAN LOCAL AREA NETWORK LOCAL AREA NETWORK LG. LENGTH LENGTH LF LINEAR FEET LINEAR FEET LT LIGHT LIGHT LTG LIGHTING LIGHTING LRA LOCKED ROTOR AMPERES LOCKED ROTOR AMPERES LG LONG LONG MCC MOTOR CONTROL CENTER MOTOR CONTROL CENTER M.C. MECHANICAL CONTRACTOR MECHANICAL CONTRACTOR M.C.B. MAIN CIRCUIT BREAKER MAIN CIRCUIT BREAKER M/C MULTI-CONDUCTOR MULTI-CONDUCTOR MDS MAIN DISTRIBUTION SWITCHBOARD MAIN DISTRIBUTION SWITCHBOARD MDP MAIN DISTRIBUTION PANEL MAIN DISTRIBUTION PANEL MANUF. MANUFACTURER MANUFACTURER MF MAINTENANCE FACTOR MAINTENANCE FACTOR MAX. MAXIMUM MAXIMUM MB MAIN BREAKER MAIN BREAKER MECH. MECHANICAL MECHANICAL MCM THOUSAND CIRCULAR MILLS THOUSAND CIRCULAR MILLS MG MOTOR GENERATOR MOTOR GENERATOR MTD. MOUNTED MOUNTED MIN. MINIMUM MINIMUM M.L.O. MAIN LUGS ONLY MAIN LUGS ONLY N. NEUTRAL NEUTRAL NC NORMALLY CLOSED NORMALLY CLOSED N.E.C. NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NIC NOT IN CONTRACT NOT IN CONTRACT NO NORMALLY OPEN NORMALLY OPEN NTS NOT TO SCALE NOT TO SCALE No./# NUMBER NUMBER % PERCENT PERCENT PERCENT ɸ PHASE PHASE PHASE PHASE P.V.C. POLYVINYLCHLORIDE POLYVINYLCHLORIDE PB PULL BOX PULL BOX PNL. PANELBOARD PANELBOARD P.C. PLUMBING CONTRACTOR PLUMBING CONTRACTOR PRI. PRIMARY PRIMARY PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH R. RADIUS RADIUS RF RADIO FREQUENCY RADIO FREQUENCY REBAR. REINFORCING BAR REINFORCING BAR RECEPT. RECEPTACLE RECEPTACLE REQ'D REQUIRED REQUIRED REV. REVISE/REVISION REVISE/REVISION REC. RECESSED RECESSED R.SW. REMOTE CONTROL SWITCH REMOTE CONTROL SWITCH RGS RIGID GALVANIZED STEEL CONDUIT RIGID GALVANIZED STEEL CONDUIT SECT. SECTION SECTION SEC. SECONDARY SECONDARY SERV. SERVICE SERVICE 1/C SINGLE CONDUCTOR SINGLE CONDUCTOR SK. SKETCH SKETCH SPECS. SPECIFICATIONS SPECIFICATIONS SQ. SQUARE SQUARE S.F. SQUARE FEET SQUARE FEET STA. STATION STATION SW. SWITCH SWITCH S.S. STAINLESS STEEL STAINLESS STEEL SW'BD SWITCHBOARD SWITCHBOARD SYM. SYMMETRICAL SYMMETRICAL SUSP. SUSPENDED SUSPENDED SEP. SEPARATE SEPARATE SHT. SHEET SHEET SIG. SIGNAL SIGNAL SN SOLID NEUTRAL SOLID NEUTRAL SURF. SURFACE SURFACE THRU THROUGH THROUGH TEL. TELEPHONE TELEPHONE TRANSF./XFMR TRANSFORMER TRANSFORMER TYP. TYPICAL TYPICAL U.O.C. UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED U.R.F. UNDER RAISED FLOOR UNDER RAISED FLOOR VS. VERSUS VERSUS VERT. VERTICAL VERTICAL VD VOLTAGE DROP VOLTAGE DROP V. VOLTAGE/VOLTS VOLTAGE/VOLTS VA VETERAN AFFAIRS VETERAN AFFAIRS WP WEATHERPROOF WEATHERPROOF WD. WIDE WIDE W/ WITH WITH W/O WITHOUT WITHOUT W/I WROUGHT IRON WROUGHT IRON WPG WEATHERPROOF WEATHERPROOF G.F.C.I. GROUND FAULT CIRCUIT GROUND FAULT CIRCUIT INTERRUPTER

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208/120V BRANCH CIRCUIT PANELBOARD

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480/277V BRANCH CIRCUIT PANELBOARD

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CONTROL PANEL

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DUAL HEAD EXTERIOR POLE MOUNTED LIGHT

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EXTERIOR LIGHT POLE

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EXISTING UNDERGROUND ELECTRICAL

AutoCAD SHX Text DEMOLITION NOTES REFER TO CIVIL TRADE DEMOLITION DRAWINGS FOR DEVICES AND EQUIPMENT THAT HAVE TO BE REMOVED DUE TO THE NEW CONSTRUCTION AND RENOVATIONS AND EXTENT OF AREA TO BE DEMOLISHED. MAINTAIN CONTINUITY OF EXISTING CIRCUITS FOR EQUIPMENT AND DEVICES TO REMAIN. IF A DEVICE OR EQUIPMENT IS REMOVED AND IS PART OF AN EXISTING CIRCUIT TO REMAIN, THE CIRCUIT SHALL BE RESTORED TO IT'S ORIGINAL CONDITION.

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TRANSFORMER

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1. NO LIVE ELECTRICAL WORK IS PERMITTED. ALL ELECTRICAL SHUT DOWNS NO LIVE ELECTRICAL WORK IS PERMITTED. ALL ELECTRICAL SHUT DOWNS FOR CONNECTIONS MUST BE REQUESTED AND COORDINATED 2 WEEKS IN ADVANCE. 2. ALL INSTALLATIONS SHALL MEET ALL REQUIREMENTS OF THE LATEST ALL INSTALLATIONS SHALL MEET ALL REQUIREMENTS OF THE LATEST VERSION OF THE VA ELECTRICAL DESIGN MANUAL, NEC, AND NFPA 101. 3. AIC RATING OF PROVIDED CIRCUIT BREAKERS SHALL AT A MINIMUM AIC RATING OF PROVIDED CIRCUIT BREAKERS SHALL AT A MINIMUM MATCH THE AIC RATING OF THE PANEL IN WHICH IT IS INSTALLED. 4. ALL ABOVE GROUND CONDUIT, UNLESS OTHERWISE NOTED, SHALL BE ALL ABOVE GROUND CONDUIT, UNLESS OTHERWISE NOTED, SHALL BE RGS.

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GENERAL NOTES

AutoCAD SHX Text EXTERIOR POLE MOUNTED LIGHTING FIXTURE CONDUIT CONNECTION. ALL CONDUITS SHALL BE 2" UNLESS OTHERWISE NOTED.

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4 CONDUIT UNDERGROUND ELECTRIC - NEW (SEE DETAIL 6/E-500)

6 CONDUIT UNDERGROUND ELECTRIC - NEW (SEE DETAIL 4/E-500)

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

CONSTRUCTION DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXPAND PARKING LOT

2094 ALBANY POST ROAD

MONTROSE, NY 10548

620-18-202

10/30/2020Revisions: Date:

E-100

VA HUDSON VALLEY HEALTH CARE SYSTEM

D A

L E L . E NG L EHA

0 9 0 0 2 1

T A T E OF NEW Y O

E N

SED PRO FES S IO NA L E

E E

EX CEL SIOR

BID REVISIONS 1 10/30/20201

ELECTRICAL NEW WORK SITE PLAN

V.A.C.D.L.E.

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NO PARKING

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NO PARKING

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NO PARKING

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NO PARKING

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FDR VETERANS HOSPITAL ROAD

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FDR VETERANS HOSPITAL ROAD

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CROSSWALK

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CROSSWALK

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PP1-2,4

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PP1-1,3

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FISCAL STORAGE 7

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OFFICE 5L

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CORRIDOR 23Z

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ELEC. POWER 6

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CORR. 22Z

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UTIL. CL. 4

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OFFICE 5AB

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OFFICE 5K

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EXAM RM 5J

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OFFICE 51

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PP1-2,4

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PP1-2,4

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PP1-2,4

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PP1-2,4

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PP1-1,3

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PP1-1,3

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PP1-1,3

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PP1-5

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BUILDING 7

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3 STORY BRICK BUILDING BUILDING NO. 1

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1 STORY BRICK BUILDING

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BUILDING 7

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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SCALE:

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SITE PLAN

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ELECTRICAL NEW WORK

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KEYED NOTES:

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PROVIDE POLE MOUNTED LIGHTING FIXTURE. SEE LIGHTING FIXTURE SCHEDULE.

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PROVIDE PULL BOX. SEE DETAIL 2/E-500.

AutoCAD SHX Text CONTRACTOR SHALL COORDINATE INSTALLATION OF NEW UNDERGROUND CONDUIT WITH LOCATION OF EXISTING UNDERGROUND CONDUIT TO ENSURE EXISTING CONDUIT IS PROTECTED.

AutoCAD SHX Text COORDINATE EXTENSIONS FOR EXISTING MANHOLE PULLBOXES WITH PROPOSED GRADING WORK. PROVIDE SHOP DRAWINGS FOR ALL PULLBOX/MANHOLE EXTENSIONS. ALL PULLBOXES WITHIN THE PARKING/DRIVE AREA SHALL MEET OR EXCEED THE REQUIREMENTS ANSI/SCTE TIER 22.

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EXISTING POLE MOUNTED LIGHTING FIXTURE TO REMAIN.

AutoCAD SHX Text EXISTING PANELBOARD B7-G-6-LP1. CONTRACTOR SHALL PROVIDE DEAD FRONT COVER FOR THE EXISTING ELECTRICAL PANELBOARD B7-G-6-LP1 TO ENSURE NO LIVE PARTS ARE EXPOSED. INSTALLATION SHALL BE UL LISTED AND COMPATIBLE WITH THE EXISTING PANELBOARD. PROVIDE SHOP DRAWINGS. PROVIDE 60A 3 POLE CIRCUIT BREAKER TO PROVIDED PANELBOARD PP1.

AutoCAD SHX Text PROVIDE 100 AMP 3ɸ 120/208V 18 SPACE PANELBOARD PP1 WITH 60A MAIN CIRCUIT BREAKER. CONTRACTOR SHALL PROVIDE (4) #4 CONDUCTORS AND (1) #10 GROUND IN 1 1/4" CONDUIT FROM EXISTING SOURCE PANEL B7-G-6-LP1 TO PROVIDED PANEL PP1.

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PROVIDE LIGHTING CONTACTOR IN NEMA 1 ENCLOSURE.

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PROVIDE JUNCTION BOX.

AutoCAD SHX Text PROVIDE PHOTOCELL. CONTRACTOR SHALL COORDINATE FINAL LOCATION WITH THE COR. PHOTOCELL SHALL BE ORIENTED TO FACE DIRECTION NORTH.

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PROJECT NORTH

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GENERAL NOTE:

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AutoCAD SHX Text SEE CIVIL PLANS FOR COORDINATION OF EXISTING MANHOLES/PULLBOXES WITH PROPOSED GRADING WORK. PROVIDE SHOP DRAWINGS FOR ALL PULLBOX/MANHOLE EXTENSIONS. ALL PULLBOXES WITHIN THE PARKING/DRIVE AREA SHALL MEET OR EXCEED THE REQUIREMENTS ANSI/SCTE TIER 22.

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AutoCAD SHX Text CONTRACTOR SHALL FIELD COORDINATE FINAL INSTALLATION LOCATIONS OF ALL EQUIPMENT WITHIN BUILDING 7.

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AutoCAD SHX Text CONTRACTOR SHALL FIELD COORDINATE PROPOSED ROUTING OF CONDUIT TO BUILDING 7. PROPOSED ROUTING SHALL BE PROVIDED IN A SHOP DRAWING TO THE ENGINEER AND VA COR FOR APPROVAL.

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AutoCAD SHX Text WHERE EXCAVATION IS REQUIRED CONTRACTOR SHALL HAND DIG WITHIN 5 FEET OF ALL LOCATIONS IN WHICH EXISTING UTILITIES ARE KNOWN.

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SCALE:

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CAMPUS SITE PLAN

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NO SCALE

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ELECTRICAL LINETYPES

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2 UNDERGROUND CONDUITS. SEE DETAIL 5/E-500.

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4 UNDERGROUND CONDUITS. SEE DETAIL 6/E-500.

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6 UNDERGROUND CONDUITS. SEE DETAIL 4/E-500.

AutoCAD SHX Text 60A

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B7-G-6-LP1 600A 120/208V 3ɸ

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PP1 120/208V 3ɸ 4W 60A MCB

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4-#4 AWG 1-#10 G 1-1 1/4" RGS CONDUIT

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TO SOURCE PANEL

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SCALE:

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PARTIAL ONE-LINE DIAGRAM

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NO SCALE

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AutoCAD SHX Text E-100

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EXISTING PANEL

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FEET

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SCALE:

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h 6/

P M

CONSTRUCTION DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXPAND PARKING LOT

2094 ALBANY POST ROAD

MONTROSE, NY 10548

620-18-202

10/30/2020Revisions: Date:

E-500

VA HUDSON VALLEY HEALTH CARE SYSTEM

D A

L E L . E NG L EHA

0 9 0 0 2 1

T A T E OF NEW Y O

E N

SED PRO FES S IO NA L E

E E

EX CEL SIOR

BID REVISIONS 1 10/30/20201

ELECTRICAL DETAILS & SCHEDULE

V.A.C.D.L.E.

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PHOTOCELL

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COIL

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CONTACTOR (TYP)

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PP1-5 (120V 1ɸ)

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AutoCAD SHX Text H

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LIGHTING CONTACTOR/CONTROLLER

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PP1-1,3

AutoCAD SHX Text H

AutoCAD SHX Text N

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PP1-2,4

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AutoCAD SHX Text N

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SPARE

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SPARE

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SPARE

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SPARE

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TO ADDITIONAL LIGHTS (TYP)

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PLASTIC IDENTIFICATION STRIP (WARNING TAPE)

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SELECT BACKFILL

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SCHEDULE 40 PVC 2" ELECTRICAL CONDUITS

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FINISH GRADE

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TYPICAL SAND FILL

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PLASTIC IDENTIFICATION STRIP (WARNING TAPE)

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SELECT BACKFILL

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SCHEDULE 40 PVC 2" ELECTRICAL CONDUITS

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FINISH GRADE

AutoCAD SHX Text C

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TYPICAL SAND FILL

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PLASTIC IDENTIFICATION STRIP (WARNING TAPE)

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SELECT BACKFILL

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SCHEDULE 40 PVC 2" ELECTRICAL CONDUITS

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FINISH GRADE

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AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text C

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TYPICAL SAND FILL

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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SCALE:

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LIGHTING BASE DETAIL

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NOT TO SCALE

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AutoCAD SHX Text E-500

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GROUND LUG

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HANDHOLE WITH COVER

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FINISHED GRADE.

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ID TAPE ABOVE CONDUIT

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#4 AWG BARE COPPER GND. CONDUCTOR 20' COILED BELOW BASE

AutoCAD SHX Text 2-2" CONDUIT SHALL REDUCE TO 1" CONDUIT AS IT ENTERS THE POLE BASE. TYPICAL UNLESS OTHERWISE NOTED.

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1" CONDUIT TYPICAL UNLESS NOTED OTHERWISE

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POLE HEIGHT: 20' SEE "LIGHTING FIXTURE SCHEDULE"

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LIGHT HEAD (TYP) (SEE LIGHTING FIXTURE SCHEDULE)

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MINIMUM OF 30" CONCRETE FOOTING ABOVE GRADE

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6" ROUND STEEL POLE PAINTED BLACK

AutoCAD SHX Text 36"

AutoCAD SHX Text 24"

AutoCAD SHX Text 36"

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PULL BOX FRP BODY

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POLYMER CONCRETE

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CAST LOGO

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LIFTING EYE

AutoCAD SHX Text 4"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

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3500 PSI

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PULL BOX

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END BELL

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GRAVEL DRAIN FILL

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CONCRETE

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CONSTRUCTION

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COMM

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36" MIN.

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BURIAL DEPTH

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PVC CONDUIT

AutoCAD SHX Text 6"

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SCALE:

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CABLE ENTRY/EXIT

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NOT TO SCALE

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TYPICAL IN-GROUND PULL BOX

AutoCAD SHX Text E-500

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3" MIN.

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3" MIN.

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REFER TO UNDERGROUND CONDUIT DETAIL (TYP.)

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6" THICK CONC. BASE

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SKID-RESISTANT SURFACE

AutoCAD SHX Text NOTE: 1. PROVIDE DIVIDER IN PULL BOXES DIVIDER SHALL SEPARATE ALL POWER AND COMMUNICATION WIRING. 2. PULLBOXES SHALL BE 24"X24". 3. PULLBOXES SHALL BE UL LISTED FOR BOTH POWER AND COMMUNICATION WIRING. PROVIDE SHOP DRAWINGS.

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SCHEDULE 40

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UG CONDUIT LEGEND

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POWER

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COMMUNICATIONS SPARE

AutoCAD SHX Text S

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SPARE

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SCALE:

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CONDUIT DETAIL (6 CONDUITS)

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NOT TO SCALE

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TYPICAL UNDERGROUND

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SCALE:

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TYPICAL LIGHTING CONTROL DIAGRAM

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NOT TO SCALE

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AutoCAD SHX Text NOTE: CONTRACTOR SHALL COORDINATE LIGHTING FIXTURE SELECTION WITH COR. LIGHTING FIXTURE AND POLE SHALL MATCH THE FACILITY MASTER PLAN. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS.

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SCALE:

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CONDUIT DETAIL (2 CONDUITS)

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NOT TO SCALE

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TYPICAL UNDERGROUND

AutoCAD SHX Text E-500

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PANELBOARD SCHEDULE

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DESIGNATION:

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BUS:

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100A CU

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VOLTAGE:

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AutoCAD SHX Text V 3ɸ 4W+G

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LOCATION:

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ELEC RM 6

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PP1

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MAIN:

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MCB 60A

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INTERRUPTING RATING:

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SHALL MATCH OR EXCEED THE AIC RATING OF THE PANEL B7-G-6-LP1

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FED BY:

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B7-G-6-LP1

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TYPE:

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NQ OR EQUAL

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ENCLOSURE:

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NEMA 1

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MOUNTING:

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SURFACE

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CKT NO

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POLE

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TRIP

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CON (IN)

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WIRE

AutoCAD SHX Text G

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LOAD

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KVA ~ A

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KVA ~ B

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KVA ~ C

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LOAD

AutoCAD SHX Text G

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WIRE

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CON (IN)

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TRIP

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POLE

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CKT NO

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AutoCAD SHX Text 2"

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PARKING LOT LIGHTING

AutoCAD SHX Text 0.11

AutoCAD SHX Text 0.14

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PARKING LOT LIGHTING

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AutoCAD SHX Text 2"

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AutoCAD SHX Text 0.11

AutoCAD SHX Text 0.14

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AutoCAD SHX Text 3/4"

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PHOTOCELL

AutoCAD SHX Text 0.01

AutoCAD SHX Text 0.00

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SPARE

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SPARE

AutoCAD SHX Text 0.00

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SPARE

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SPARE

AutoCAD SHX Text 0.00

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SPARE

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AutoCAD SHX Text 0.00

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AutoCAD SHX Text 0.00

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SURGE PROTECTOR

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AutoCAD SHX Text 0.00

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AutoCAD SHX Text 0.00

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CONNECTED KVA PER PHASE

AutoCAD SHX Text 0.25

AutoCAD SHX Text 0.01

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TOTAL CONNECTED KVA

AutoCAD SHX Text 0.51

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TOTAL DEMAND AMPERES

AutoCAD SHX Text 1.41562

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LIGHTING FIXTURE SCHEDULE

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TYPE

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MANUFACTURER BASIS OF DESIGN

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CATALOG NO.

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ARRANGEMENT

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MOUNTING TYPE

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MOUNTING HEIGHT

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VOLTAGE

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WATTAGE

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LUMENS

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COLOR TEMP.

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FIXTURE FINISH

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COMMENTS

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HUBBELL

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VP-S-24L-55-4K7-4W

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SINGLE

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POLE

AutoCAD SHX Text 22'-6"

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AutoCAD SHX Text 4000K

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BLACK

AutoCAD SHX Text 1,2

AutoCAD SHX Text B

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HUBBELL

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VP-S-24L-55-4K7-3

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SINGLE

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POLE

AutoCAD SHX Text 22'-6"

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AutoCAD SHX Text 4000K

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BLACK

AutoCAD SHX Text 1,2

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NOTES:

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1. LIGHT POLE SHALL BE 20'-0". LIGHT POLE BASE SHALL BE A MINIMUM OF 30". SEE DETAIL 1/E-500.

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2. LIGHT FIXTURES SHALL BE CONTROLLED BY A SINGLE PHOTOCELL LOCATED ON BUILDING 7.

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GENERAL LIGHTING CONTROL NOTES

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AutoCAD SHX Text PHOTOCELL SHALL BE SET SO THAT IF THERE IS A FAILURE IT SHALL FAIL IN THE CLOSED POSITION AND THE LIGHTS SHALL REMAIN ILLUMINATED.

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CONTRACTOR SHALL PROVIDE SHOP DRAWINGS.

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ALL INSTALLATIONS SHALL BE AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.

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AutoCAD SHX Text SINGLE PHOTOCELL SHALL CONTROL ALL PARKING LOT LIGHTING FIXTURES INSTALLED UNDER THIS CONTRACT UNLESS NOTED OTHERWISE.

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AutoCAD SHX Text PROVIDE MECHANICALLY HELD LIGHTING CONTROLLER. PROVIDE SHOP DRAWINGS INTEGRATING PHOTOCELL, NUMBER OF POLES (8 MINIMUM), COMPLETE WIRING SCHEMATIC AND ALL ASSOCIATED EQUIPMENT.

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SCALE:

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CONDUIT DETAIL (4 CONDUITS)

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NOT TO SCALE

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TYPICAL UNDERGROUND

AutoCAD SHX Text E-500

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NOTE: PROVIDE SURGE PROTECTION.

AutoCAD SHX Text UNDERGROUND CONDUIT NOTE (TYP): 1. THERE SHALL BE A MINIMUM OF A 12" SEPARATION BETWEEN UNDERGROUND ELECTRICAL CONDUIT AND OTHER LOCAL UTILITIES.

TYPICAL SAND FILL

File details come from the government source that posted it. Updated Nov 4, 2020.