completePlans.pdf

PDF 8 MB Posted Oct 14, 2021

Attached to: Z1DA--528A5-18-521 STEAM SYSTEM REPAIRS Federal contract opportunity
Solicitation number: 36C24221B0075
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 28, 2023

This is a pre-solicitation notice for an upcoming competitive solicitation to provide steam system repairs at the Canandaigua VA Medical Center. The project scope includes upgrading the steam distribution system with a magnitude between $1,000,000 and $5,000,000. A 20% bid bond will be required and bids are due on or about October 12, 2021. The NAICS code is 238220 with a $16.5 million small business size standard. This project is 100% set-aside for Service-Disabled Veteran-Owned Small Businesses.

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Other files attached to Z1DA--528A5-18-521 STEAM SYSTEM REPAIRS, newest first.
File	Type	Posted
S04 Sign In Sheet.jpg	JPG image	Nov 16, 2021
36C24221B0075 0003.docx	DOCX document	Nov 16, 2021
DWG-19123-SS309.REV0 STRCTRL PLANS _ SECTIONS AV-7 THRU AV-11.pdf	PDF	Nov 16, 2021
36C24221B0075 0002.docx	DOCX document	Nov 16, 2021
IMG_0029.jpg	JPG image	Nov 1, 2021
36C24221B0075 0001.docx	DOCX document	Nov 1, 2021
IMG_0028.jpg	JPG image	Nov 1, 2021
IMG_0030.jpg	JPG image	Nov 1, 2021
IMG_0036.jpg	JPG image	Nov 1, 2021
IMG_0031.jpg	JPG image	Nov 1, 2021
IMG_0037.jpg	JPG image	Nov 1, 2021
IMG_0035.jpg	JPG image	Nov 1, 2021
IMG_0032.jpg	JPG image	Nov 1, 2021
IMG_0038.jpg	JPG image	Nov 1, 2021
IMG_0033.jpg	JPG image	Nov 1, 2021
IMG_0034.jpg	JPG image	Nov 1, 2021
36C24221B0075.docx	DOCX document	Oct 14, 2021
S02 Certification of Vaccination.pdf	PDF	Oct 14, 2021
specsfull.pdf	PDF	Oct 14, 2021

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL NOTES AND LEGENDS 100% CONSTRUCTION

DOCUMENT

DESIGN STEAM SYSTEM REPAIRS -

CANANDAIGUA VAMC

400 FORT HILL AVE.

CANANDAIGUA, NY 14424

2019-10-29 C-001

SITE

585A5-18-521

SBV HMS

REV 0 - CONSTRUCTION DOCUMENT 2019-10-29

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

GENERAL NOTES:

1. CONTRACTOR SHALL MAINTAIN THE WORK SITE IN AN ORDERLY CONDITION AND PROVIDE FOR REGULAR CLEAN UP OF THE

CONSTRUCTION AREA ON A DAILY BASIS.

2. UPON COMPLETION OF ALL WORK, CONTRACTOR SHALL REMOVE ANY TEMPORARY FACILITIES, EQUIPMENT, SURPLUS MATERIAL AND

SUPPLIES. FINAL CLEANUP SHALL LEAVE THE SITE IN AN ORDERLY CONDITION.

3. PERFORM ALL EXCAVATION IN ACCORDANCE WITH OSHA "CONSTRUCTION STANDARDS FOR TRENCHING AND EXCAVATION, 29 CFR, PART 1926, SUBPART P" GUIDELINES AND SITE PROCEDURES.

4. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING

WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, NOTIFY THE COR AND REQUEST

CLARIFICATION.

5. THE LOCATIONS AND DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON PLANS ARE APPROXIMATE. OTHER UNDERGROUND UTILITIES NOT SHOWN MAY BE ENCOUNTERED. THE CONTRACTOR SHALL PERFORM TEST PITS TO VERIFY THE LOCATION AND ELEVATION OF UTILITIES AT INTERCONNECTIONS AND CROSSINGS AS SHOWN, DIRECTED OR REQUIRED. THE CONTRACTOR SHALL EXCAVATE IN ADVANCE OF THE UTILITY WORK AND EXPOSE ALL EXISTING UNDERGROUND UTILITIES TO PREVENT DAMAGE DURING CONSTRUCTION AND TO DETERMINE REQUIRED CHANGES IN GRADE NECESSARY TO INSTALL THE

UTILITIES TO AVOID CONFLICTS.

6. ALL SAW CUTS ARE TO BE FULL DEPTH. CONTRACTOR TO MATCH PAVEMENT WITH EXISTING OR AS NOTED.

7. THE CONTRACTOR SHALL BE PRESENT AND ASSIST IN THE FINAL WALK INSPECTION. THE CONTRACTOR SHALL PROVIDE SUFFICIENT

PERSONNEL AND EQUIPMENT TO DEMONSTRATE TO THE COR THAT ALL UTILITIES OPERATE AS REQUIRED.

8. NO HOLES, TRENCHES OR STRUCTURES SHALL BE LEFT OPEN OVERNIGHT IN ANY EXCAVATION.

9. UNDERGROUND UTILITY LOCATIONS HAVE BEEN APPROXIMATED FROM AVAILABLE RECORD PLAN DRAWINGS.

10. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ALL SUBSURFACE UTILITIES PRIOR TO CONSTRUCTION.

11. OTHER INACTIVE UTILITY LINES MAY BE ENCOUNTERED DURING EXCAVATION. NOTIFY COR IF ANY UTILITY LINES ARE UNCOVERED

THAT ARE NOT IDENTIFIED ON DRAWINGS.

12. THE PLANS SHOW SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES AND/OR UTILITIES FROM FIELD LOCATION AND RECORD

MAPPING, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN AND IT IS HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN

EXECUTING ANY WORK.

13. THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD, AND PRESERVE ALL SURVEY CONTROL MONUMENTS IN THE AREAS OF

CONSTRUCTION.

14. THE PROPERTY LINES AND RIGHT-OF-WAY LINES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY, AND NO WARRANTY IS MADE

AS TO THEIR CORRECTNESS.

15. THE CONTRACTOR SHALL MAINTAIN IN SERVICE ALL EXISTING SEWERS, CULVERTS, DITCHES, MANHOLES, AND CATCH BASINS DURING

CONSTRUCTION.

16. CONSTRUCTION STAKEOUT: THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT.

17. TRAFFIC SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. INGRESS AND EGRESS TO DRIVEWAYS, PARKING LOTS, AND SERVICE

ROADS SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD OF CONSTRUCTION, TO THE EXTENT DELINEATED ON THE

PHASING DRAWINGS.

18. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE IMMEDIATELY

REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. AND SHALL COMPLY WITH ALL REQUIRED PERMITS.

20. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL AND STATE CODES, STANDARDS, ORDINANCES, RULES, AND REGULATIONS.

21. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, TRIMMING, ETC.

SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE.

22. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND COORDINATE WORK WITH ALL OTHER CONTRACTS FOR

THE SITE.

23. THE CONTRACTING OFFICER AND CONTRACTING OFFICER'S REPRESENTATIVE SHALL BE NOTIFIED, IN WRITING, OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT PRIOR

WRITTEN APPROVAL OF THE CONTRACTING 0FFICER.

24. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS, AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A CONDITION AS BEFORE BEING DISTURBED AS DETERMINED BY COR. ANY DAMAGED TREES, SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

25. UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED.

GENERAL LINETYPES

NEW HIGH PRESSURE STEAMHPS

EXISTING SANITARY SEWERSA

EXISTING COMMUNICATIONSCOMM

EXISTING STORM WATERST

W EXISTING WATER

UE EXISTING UNDERGROUND ELECTRIC

ABBREVIATIONS

EXISTING GASGAS

PROPERTY BOUNDARY

EXISTING HIGH PRESSURE STEAM

EXISTING ABANDONED HIGH PRESSURE STEAM

HPS

AHPS

ABAND ABANDONED

BLDG BUILDING

CB CATCH BASIN

CONC CONCRETE

DI DUCTILE IRON

ELEC ELECTRICAL

ELEV ELEVATION

EX EXISTING

FF FINISHED FLOOR

HP HIGH PRESSURE STEAM

HYD HYDRANT

INV INVERT

LF LINEAR FEET

LPR LOW PRESSURE RETURN

MH MANHOLE

RET RETAINING

SAN SANITARY

ST STORM

SW SIDEWALK

SWR SEWER

TYP TYPICAL

WTR WATER

CIVIL LEGEND

BUILDING

BOLLARD/POST

SIGN

GATE VALVE

PIPE REDUCER

VALVE IN VALVE BOX

FIRE HYDRANT

MANHOLE VARIES

NEW STEAM ACCESS VAULT

CATCH BASIN

VEGETATION

LIGHT POLE

ELECTRIC PULLBOX

DEMOLITION LINE PAVEMENT

CONCRETE

GRASS

EXISTING DRAIN LINED

EXISTING GRAVITY CONDENSATE RETURNGR

LPS EXISTING LOW PRESSURE STEAM

LIMIT OF DEMOLITION

POINT OF CONNECTION BETWEEN NEW AND EXISTING WORKNEW CONDENSATE PUMP DISCHARGEPC

UE NEW UNDERGROUND ELECTRIC

10/29/2019

BLDG 12

BLDG 11

BLDG 16

BLDG 10

BLDG 6

BLDG 7

BLDG 8

PROPERTY BOUNDARY

BLDG 37

10"

W W

T T

E E

W W

W W W W

TTT

HPS

W W

WWW

W W

SASA

SA SA SA SA

W W

E E

EEE

E E

ST ST ST

STSTST

SAE

STSTST

T E

GAS

HPS

AHPS

HPS

HPSHPS

TST

SA SA

STSTST

WWW

STST

ABAND 6"

D 6"

S T

10"

12"

10"

12"

18"

6" 6"

15"12"

8" 8"

15"

8" ABAND

12" 8"

10"

S T

4" 8"

12"

EX 4" ST

WELL

WISH

8" ABAND

W W

HPS

E E E

DEMO ±6,300 SF

PAVEMENT AREA

DEMO ±1,500 SF LAWN AREA

DEMO ±375 SF

EX SIDEWALK

DEMO ±30 LF 18" STORM

ABANDON ±685 LF EX STEAM

IN PLACE

DEMO ±1,000 SF LAWN AREA

DEMO AREA FOR

NEW ACCESS VAULT

INSTALLATION

DEMO AREA FOR

NEW ACCESS VAULT

INSTALLATION

DEMO AREA FOR

NEW ACCESS VAULT

INSTALLATION

DEMO AREA FOR

NEW ACCESS VAULT

INSTALLATION

DEMO ±2,120 SF LAWN AREA

DEMO ±2,650 SF

PAVEMENT AREA

DEMO ± 200 SF

EX SIDEWALK

DEMO ±1,150 SF

EX SIDEWALK

DEMO ±2,300 SF LAWN AREA

DEMO ±650 SF LAWN AREA

21'

DEMO ±1,400 SF LAWN AREA

DEMO ±200 SF LAWN AREA

LIMITS OF DEMOLITION

DEMO AREA FOR

NEW ACCESS VAULT

INSTALLATION

CS501

1 3

DEMO ±105 LF 8" EX

ABANDONED WATER

DEMO ±200 LF CURB

DEMO ±175 LF CURB

DEMO ±32 LF UNDERGOUND ELECTRIC

DEMO ±735 SF

PAVEMENT AREA

DEMO ±825 SF LAWN AREA

DEMO ±565 SF

PAVEMENT AREA

DEMO ±1075 SF

PAVEMENT AREA

DEMO ±3,000 SF LAWN AREA

DEMO ±460 SF LAWN AREA

DEMO ±150 LF 2" CONDENSATE

LIMITS OF DEMOLITION

DEMO ±100 LF 8" EX WATER

DEMO PIV AND

±20 LF 4" EX WATER

DEMO ±650 SF

PAVEMENT AREA

28'

23'

16'

15'

12'

16'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL DEMOLITION PLAN 100% CONSTRUCTION

DOCUMENT

DESIGN STEAM SYSTEM REPAIRS -

CANANDAIGUA VAMC

400 FORT HILL AVE.

CANANDAIGUA, NY 14424

2019-10-29

CD101

SITE

585A5-18-521

REV 0 - CONSTRUCTION DOCUMENT 2019-10-29

KEYPLAN

B16 B11

B10

B8 B5

B4B2 B3

B37

B36

B118

B34

B33

B17

B14

B12

SBV HMS

SCALE: 1" = 40'

CIVIL DEMOLITION PLAN1

GENERAL NOTES

1. SEE C-001 FOR C-SERIES NOTES AND LEGENDS.

2. EX STEAM SYSTEMS TO BE ABANDONED IN PLACE. EXISTING STEAM SYSTEMS TO

BE DEMOLISHED AND REMOVED ONLY WHERE LOCATION CONFLICTS WITH NEW

TUNNEL CONSTRUCTION.

KEYED NOTES

1 REMOVE SIGNS WITHIN DEMO LIMITS. STORE ONSITE AND REPLACE WHEN WORK IS

COMPLETE.

2 REMOVE AND RELOCATE LIGHT POLE AND BASE.

3 PROTECT EX UTILITIES TO REMAIN, IN PLACE.

4 CUT AND CAP EX ABANDONED WATER MAIN.

CURB

ASPHALT

CURB

LAWN

CONC SIDEW

ALK

S W

LAWN

S W

CURB

CONC SW

BLDG 12

BLDG 11

BLDG 16

BLDG 10

BLDG 6

BLDG 7

BLDG 8

LAWN

PROPERTY BOUNDARY

LAWN

CONC SW

CURB

LAWN

PAVILION

CONC SW.

SWING

CHAIR

ASPHALT

PARKING

LOT

VALVE

VAULT

ABAND

SAN MH

ASPHALT

PARKING

LOT

BLDG 37

NEW AV-4

NEW AV-3

NEW AV-2

NEW AV-1

NEW AV-5

EX ACCESS VAULT

NEW AV-6

NEW AV-7

NEW AV-8

NEW AV-9

NEW AV-10

NEW AV-11

CS501

CU502

CS501

E-501

RESTORE PAVEMENT AREA

& STRIPING AS NECESSARY

RESTORE SIDEWALK

RESTORE LAWN AREA

RESTORE PAVEMENT AREA

RESTORE SIDEWALK

RESTORE LAWN AREA

REPLACE 30 LF CURB

REPLACE 200 LF CURB

RELOCATED SIGNS (TYP)

NEW STORM CATCH BASIN

TYP

RESTORE LAWN AREA

RELOCATED LIGHT POLE AND BASE

REPLACE 175 LF CURB

RESTORE PAVEMENT AREA

TYP

26.34'

23.30'

27.58'

15.98'

26.71'

23.33'

17.14'

23.98'

CONCRETE BOLLARDS

(TYP)

TYP

RESTORE SIDEWALK

.63

.50

.90

.00

RESTORE PAVEMENT AREA

RESTORE LAWN AREA

ELECTRIC PULLBOX

RESTORE PAVEMENT AREA

RESTORE LAWN AREA

RESTORE PAVEMENT AREA

E-501

TYP

5.00'

2.50'

TYP

2.50'

TYP

CU502

CU501

SS303

SS305

SS304

SS302

SS301

SS306

SS307

SS309

CU502

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL SITE PLAN 100% CONSTRUCTION

DOCUMENT

DESIGN STEAM SYSTEM REPAIRS -

CANANDAIGUA VAMC

400 FORT HILL AVE.

CANANDAIGUA, NY 14424

2019-10-29

CS101

SITE

585A5-18-521

SBV HMS

REV 0 - CONSTRUCTION DOCUMENT 2019-10-29

KEYPLAN

B16 B11

B10

B8 B5

B4B2 B3

B37

B36

B118

B34

B33

B17

B14

B12

SCALE: 1" = 40'

CIVIL SITE PLAN1

GENERAL NOTES

1. SEE C-001 FOR C-SERIES NOTES AND LEGENDS.

2. RESTORE SITE TO PRE-CONSTRUCTION CONDITIONS AND MATCH EXISTING GRADES.

3. SEE STRUCTURAL DRAWINGS FOR TRENCH AND ACCESS VAULT PLANS.

NOTES:

1. ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE A MINIMUM

COMPRESSIVE STRENGTH OF 2,500 PSI.

2. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15' .

3. 1/2" THICK EXPANSION JOINTS SHALL BE LOCATED AT TANGENT

POINTS IN CURB RETURNS, TRANSITIONS, AND AT A MAXIMUM OF

60' INTERVALS. EXPANSION MATERIAL SHALL ALSO BE PLACED

BETWEEN CURBS AND ADJACENT STRUCTURES, SIDEWALKS,

DRIVEWAYS AND CURB ACCESS RAMPS. THE 1/2" JOINT FILLER

SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.

4. CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL FOLLOWED

BY BRUSHING WITH A FINE BRUSH ALONG THE LENGTH OF THE

CURB OR CURB AND GUTTER.

5. SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF FORMS OR

MAY BE SLIP FORMED.

6. ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL BE

FINISHED WITH A TOOL HAVING A 1/4" RADIUS UNLESS A LARGER

RADIUS IS INDICATED BY THE APPLICABLE STANDARD DETAIL OR

PROJECT PLANS.

6 TO 1 (MAX)

ROADWAY &

PAVEMENT

WIDTH

CONCRETE VERTICAL CURB

9 1/2"

1:4 CURB

BATTER

CONCRETE CURB TERMINAL SECTION

6" M

IN DESIGN END OF CURB 1/2" BITUMINOUS

JOINT FILLER

TOP OF CURB

PAVEMENT

SURFACE3/4" R

2" R

NOTES:

1. POST BARRICADES SHALL BE PAINTED WITH ONE PRIME COAT

OF RED OXIDE (PAINT NO.1). ONE FINISH COAT OF DULL BLACK

ENAMEL PER VA SPECIFICATIONS AND STRIPES CONSISTING

OF 4" BANDS OF YELLOW REFLECTORIZED TAPE SHALL BE

USED UNLESS OTHERWISE SPECIFIED ON THE PLANS.

2. FINISH COLOR COMBINATIONS, OTHER THAN THAT SPECIFIED

ABOVE, SHALL BE SUBMITTED TO THE COR FOR APPROVAL.

3'- 6"

3'- 3"

UTILITY CONCRETE PER

VA SPECIFICATIONS

6"Øx7'-0"

STANDARD PIPE

POST BARRICADE

CONCRETE FILLED

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB

OR OTHER ADJACENT STRUCTURES.

2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS

AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.

3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' OR AT A

SPACING THAT MATCHES THE ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS.

5. SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF

SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.

6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A

FINE BRUSH IN A TRANSVERSE DIRECTION.

7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH.

8. FINISH CONCRETE WITH PICTURE FRAME 2" IN FROM EDGE IN ACCORDANCE WITH CAMPUS

STANDARD.

1% MIN,

2% MAX

1% MIN,

2% MAX

6" M

VARIES PER PLANS 0' MIN

10.5' MAX

TYPICAL SECTION EXPANSION AND SCORED JOINT DETAIL

60' MAX

EXPANSION JOINT TO EXPANSION JOINT

60' MAX

EXPANSION JOINT TO EXPANSION JOINT

SEE NOTE 7

(TYP) PL

PLAN

4,000 PSI CONCRETE

1" SCORED OR SAWCUT

CONTRACTION JOINT

1/4" R (TYP) FORMED

JOINTS ONLY

1/4" DEEP

SCORED

JOINTS3/1

6" (T

EXPANSION JOINT WITH 1/4"

BITUMINOUS JOINT FILLER

TOP OF CURB

GRASS

GEOTEXTILE FABRIC

EXISITING SUB-GRADE

NOTES:

1. GRASS TO BE HYDROSEEDED WITH FERTILIZER AND TACKIFIER.

2. MINIMUM BROADCAST RATE 3-5 LBS PER 1000 SQ. FT.

3. SEED MIX TO BE 30% KENTUCKY BLUEGRASS, 30% ALLSTAR 3

PERENNIAL RYE, 30% EXACTA II PERENNIAL RYEGRASS, 10%

DUTCH WHITE CLOVER

MINIMUM 4" TOPSOIL

GRASS

GEOTEXTILE FABRIC

MINIMUM 4" TOPSOIL

18' MIN

20' MAX

5' 8'

4" WIDE WHITE STRIPES

TYP

EDGE OF PAVEMENT

ACCESSIBILITY

SYMBOL (TYP)

2"X2" WOODEN STAKE

10' LINEAL SPACING (TYP)

COMPOST SILT SOCK

WATER FLOW

WORK AREA

AREA TO BE

PROTECTED

2"X2" WOODEN STAKE

10' LINEAL SPACING (TYP)

COMPOST SILT SOCK

12" TYP

WORK AREA

AREA TO BE

PROTECTED

NOTES:

1. FILTER SOCK DEPICTED IS FOR MINIMUM SLOPES. GREATER

SLOPES MAY REQUIRE LARGER SOCKS, PER ENGINEER.

2. COMPOST MATERIAL TO BE DISPERSED ON SITE AS

DETERMINED BY ENGINEER.

PLAN

TYPICAL SECTION

MATERIALS:

1. PERFORATED POSTS SHALL BE SQUARE TUBE FORMED FROM 0.105 U.S.S.

GAUGE ASTM A-366 COLD ROLLED CARBON STEEL. THE SQUARE TUBES

SHALL BE WELDED DIRECTLY IN THE CORNER BY HIGH FREQUENCY

RESISTANCE WELDING OR EQUAL. THE POSTS SHALL BE EXTERNALLY

SCARFED TO AGREE WITH STANDARD CORNER RADII OF 5/32" TO 1/64".

2. PERFORATED POSTS SHALL BE GALVANIZED TO CONFORM TO ASTM A-525.

COATING DESIGNATION G-90.

3. ALL HARDWARE SHALL CONFORM TO ASTM A-307 CLASS A.

4. ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO ASTM A-153 OR

CADMIUM PLATED TO CONFORM TO ASTM A-165.

5. ALL CONCRETE SHALL BE 2500 PSI.

NOTES:

1. FOUNDATION WILL BE CONSTRUCTED WITH 1 3/4"x1 3/4" STARTER SIGN

POST. STARTER SIGN POST SHALL BE REMOVED AFTER CONCRETE HAS SET

AND EXPOSED SQUARE TUBING WRAPPED AND SEALED WITH DUCT TAPE.

2. FOUNDATION LOCATED 1' FROM EDGE OF PAVEMENT.

3. FOUNDATION LOCATION TO BE APPROVED BY ENGINEERING.

4. POST FOUNDATIONS SHALL BE PERPENDICULAR TO THE PAVED SURFACE.

5. BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3" GALVANIZED.

6. REFER TO SIGN POST LOCATION DETAIL, DETAIL 4, THIS SHEET FOR

INSTALLATION LOCATION.

12" SQUARE

2 1 /2"

12" SQUARE

2 1 /2"

2'- 2 1

/2"

2'- 8 1

/2"

2'- 9"

8" SQUARE

2 1/4"x2 1/4"

PERFORATED

POST

1 3/4"x1 3/4"

PERFORATED POST

2"x2" PERFORATED POST

EXPANSION MATERIAL

(TYPICAL IN

CONCRETE AREAS)

FINISH WITH

LANDSCAPE

MATERIAL

FINISHED

GRADE

7/16" HOLE DIAMETER

SPACED AT 1" 0C

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL SITE DETAILS 100% CONSTRUCTION

DOCUMENT

DESIGN STEAM SYSTEM REPAIRS -

CANANDAIGUA VAMC

400 FORT HILL AVE.

CANANDAIGUA, NY 14424

2019-10-29

CS501

SITE

585A5-18-521

SBV HMS

REV 0 - CONSTRUCTION DOCUMENT 2019-10-29

SCALE: NTS

CONCRETE CURB AND TERMINAL SECTION1

CS101 SCALE: NTS

CONCRETE BOLLARD3

CS101

SCALE: NTS

CONCRETE SIDEWALK5

CS101

SCALE: NTS

TYPICAL GRASS PLANTING6

CS101

SCALE: NTS

TYPICAL STRIPING DETAIL4

CS101

SCALE: NTS

COMPOST FILTER SOCK DETAIL7

CD101

CS101

SCALE: NTS

SIGN POST DETAIL SQUARE TUBE FOUNDATION2

CS101

BLDG 16

BLDG 10

BLDG 6

BLDG 7

BLDG 8

PROPERTY BOUNDARY

BLDG 37

NEW AV-4

NEW AV-3

NEW AV-2

NEW AV-1

NEW AV-5

EX ACCESS VAULT

NEW AV-6

NEW AV-7

NEW AV-8

NEW AV-9

10"

W W

T T

E E

W W

W W W W

TTT

HPS

W W

WWW

W W

SASA

SA SA SA SA

W W

E E

EEE

E E

ST ST ST

STSTST

SAE

STSTST

T E

GAS

HPS

AHPS

HPS

HPSHPS

TST

SA SA

STSTST

WWW

STST

HPSHPS

HPS

6" HP STEAM

5" VAC RETURN

4" LPR

(EX TO REMAIN)

6" HP STEAM

4" VAC RETURN

2" LPR

(EX TO REMAIN)

4" HP STEAM

1 1/4" VAC RETURN

4" LPR

(EX TO REMAIN)

8" HP STEAM

5" VAC RETURN

4" LPR

(EX TO REMAIN)

4" HP STEAM

8" HP STEAM

5" VAC RETURN

4" LPR

(EX TO REMAIN)

4" STEAM

(EX TO REMAIN)

NEW 2" PC

8" HP STEAM

3" LPR

(EX TO REMAIN)

NEW 140 LF

8" HPS

3" GR

STEAM

(EX TO REMAIN)

4" HP STEAM

8" HP STEAM

5" VAC RETURN

4" LPR

(EX TO REMAIN)

8" HP STEAM

3" LPR

(ABANDON IN PLACE)

NEW 95 LF

8" HPS

3" GR

NEW 110 LF

8" HPS

3" GR

NEW 150 LF

8" HPS

3" GR

NEW 115 LF

8" HPS

3" GR

ABAND 6"

D 6"

S T

10"

12"

10"

12"

18"

6" 6"

15"12"

8" 8"

15"

8" ABAND

12" 8"

10"

S T

4" 8"

12"

EX 4" ST

WELL

WISH

EX STRUCTURE

NEW 115 LF

8" HPS

3" GR

8" ABAND

HPS

E E E

W W

MP501

CU502

CU501

1 CU502

CU501

RELOCATED LIGHT POLE

AND BASE

E-501

TYP

NEW STORM CB

RIM: 798.5

INV THRU: 788.65

CONNECT NEW STORM TO

EXISTING STRUCTURE

RIM: 796.0

EX INV N (CAP): 791.67

EX INV W: 787.56

EX INV E: 787.56

NEW INV N: 788.35

NEW PULLBOX (TYP)

NEW ELECTRIC CONDUIT

EXT-PMP-003N

EXT-PMP-002N

EXT-PMP-001N

EXT-PMP-011S

EXT-PMP-010S

EXT-PMP-011S

EXT-PMP-009S

EXT-PMP-008S

EXT-PMP-007S

NEW 95 LF 8" SDR35 WATER

CONNECT TO EX 8" WATER WITH 2-45

MJ BENDS DEFLECT AS NECESSARY

CONNECT TO EX 8" WATER WITH MJ COUPLING

8" 45° MJ BEND

DEFLECT AS NECESSARY

NEW PIV

CONNECT TO EX 4" WATER

NEW 8"X4" MJ TEE

8" CAP

2" FORCE MAIN

EX STORM MH

RIM: 791.0

EX INV E/N: UNK

NEW 2" INV E: 790.24

NEW 2" INV W: 790.24

EX CB

RIM: 784.0

EX INV N/W: UNK

NEW 2" INV S: 783.24

EX CB

RIM: 797.5

EX INV E/N: UNK

NEW 2" INV E: 796.74

NEW 2" INV W: 796.74

2" FORCE MAIN

CU502

EX STORM MH

RIM: 805.5

EX 4" INV S: UNK

EX 12" INV E/W: 798.67

NEW 2" INV N: 803.5

CU501

CU502

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL UTILITY PLAN 100% CONSTRUCTION

DOCUMENT

DESIGN STEAM SYSTEM REPAIRS -

CANANDAIGUA VAMC

400 FORT HILL AVE.

CANANDAIGUA, NY 14424

2019-10-29

CU101

SITE

585A5-18-521

SCALE: 1" = 40'

CIVIL UTILITY PLAN1

REV 0 - CONSTRUCTION DOCUMENT 2019-10-29

SBV HMS

KEYPLAN

B16 B11

B10

B8 B5

B4B2 B3

B37

B36

B118

B34

B33

B17

B14

B12

GENERAL NOTES

1. SEE C-001 FOR C-SERIES NOTES AND LEGENDS.

2. SEE STRUCTURAL DRAWINGS FOR TRENCH AND ACCESS VAULT PLANS.

3. SEE CU201 FOR NEW TUNNEL PROFILE VIEW.

KEYED NOTES

1 33 LF 18" PVC STORM PIPE @ 1% MINIMUM

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+25

EX 8" SAN SEWER

STA: 2+84.94

RELOCATED 18" STORM

STA:7+07.83

INV:788.50

EX ELECTRIC

STA: 5+05.60

EX ELECTRIC

STA: 5+01.10

EX GRADE

3.5 0'

NEW AV- 4

STA: 3+41.49

RIM: 803.82

BOTTOM: 795.03

NEW AV- 3

STA: 2+33.31

RIM: 804.44

BOTTOM: 796.08

NEW AV- 2

STA: 1+39.02

RIM: 806.22

BOTTOM: 797.19

NEW AV- 1

STA: 0+03.66

RIM: 806.55

BOTTOM: 798.10

NEW AV- 5

STA: 4+90.11

RIM: 801.87

BOTTOM: 791.67

EX ACCESS VAULT

RIM: 796.7

BOTTOM: 788.13.5

3.5 0'

EX 6" STORM

STA:0+51.49

EX 12" STORM

STA:0+59.90

NEW 8" WATER

STA: 0+64.09

NEW AV- 6

STA: 6+03.25

RIM: 800.18

BOTTOM: 790.23

NEW 8" WATER

STA: 1+03.86

NEW 8" WATER

STA: 1+45.02

NEW 8" WATER

STA: 2+73.00

NEW 8" WATER

STA: 2+65.50

EXT-PMP-003N

EXT-PMP-002N

EXT-PMP-001N

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8 797

BLDG 8

NEW AV-4

NEW AV-3

NEW AV-2

NEW AV-1

NEW AV-5

EX ACCESS VAULT

NEW AV-6

NEW CB

W W

PCST

W W

COMM

STST

COMM

UEGAS

GAS

HPS

HPS HPS

AHPS

W W

ST ST

STSTSTSTSTST

HPS

NEW 2" PC

NEW 140 LF

8" HPS

3" GR

8" HP STEAM

3" LPR

(ABANDON IN PLACE)

NEW 95 LF

8" HPS

3" GR

NEW 110 LF

8" HPS

3" GR

NEW 150 LF

8" HPS

3" GR

NEW 115 LF

8" HPS

3" GR

ABAND 6"

EX 4" ST

18"

15"

12"

4"15"

8" ABAND

EX ST

EX STRUCTURE

NEW 115 LF

8" HPS

3" GR

8" ABAND

RELOCATED LIGHT POLE

AND BASE

NEW ELECTRIC

NEW 8" WATER

NEW PIV

NEW 2" FORCE MAIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL UTILITY PROFILES 100% CONSTRUCTION

DOCUMENT

DESIGN STEAM SYSTEM REPAIRS -

CANANDAIGUA VAMC

400 FORT HILL AVE.

CANANDAIGUA, NY 14424

2019-10-29

CU201

SITE

585A5-18-521

SBV HMS

REV 0 - CONSTRUCTION DOCUMENT 2019-10-29

KEYPLAN

B16 B11

B10

B8 B5

B4B2 B3

B37

B36

B118

B34

B33

B17

B14

B12

SCALE: HORIZ: 1" = 20', VERT: 1" = 5'

STEAM TRENCH PROFILE2

SCALE: 1" = 20'

STEAM TRENCH PLAN1

GENERAL NOTES

1. SEE C-001 FOR C-SERIES NOTES AND LEGENDS.

2. SEE STRUCTURAL DRAWINGS FOR TRENCH AND ACCESS VAULT PLANS.

FINISHED GRADE

EXISTING CATCH BASIN

PIPE BEDDING

18" CMP

FILL VOID WITH GROUT OR EPOXY

.5"

FRAME AND GRATEGRASS

ALL PIPES SHALL BE FLUSH

WITH THE INSIDE OF THE

WALL AND SEALED

3'-0" 6"

6" MI

2'- 8"

8" MI

INSTALL PUMP STAND UNDER PUMP

TO PROVIDE A SETTLING BASIN

NEMA 6P ENCLOSURE

UNION AND CHECK VALVE

1 1/2" SCH40 PVC DISCHARGE PIPE

SUBMERSIBLE PUMP

TURN

OFF

LOCKING TYPE RECEPTACLE

2'X2'X2'

FUSED DISCONNECT SWITCH

FINISHED

SURFACE

VALVE BOX

LENGTH TO BE

ADJUSTABLE

GATE

VALVE

MECHANICAL

JOINTS

CONCRETE

COLLAR

FINISH GRADE

(1) #3 REBAR ALL

AROUND 6" MIN LAP

ADJUSTABLE VALVE

BOX

COMPACTED SUBGRADE

GATE VALVE

FINISH GRADE

INDICATOR TO BE

FACED TOWARD ROAD

MECHANICAL JOINT

CONNECTIONS

MJ GLAND SEAL

FITTING STIFFNER

MJ END ON VALVE OR

PIPE

HDPE ADAPTOR WITH HEAVY

WEIGHT C110 METAL GLAND

SEWER MAIN

WATERMAIN

" M

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL UTILITY DETAILS 100% CONSTRUCTION

DOCUMENT

DESIGN STEAM SYSTEM REPAIRS -

CANANDAIGUA VAMC

400 FORT HILL AVE.

CANANDAIGUA, NY 14424

2019-10-29

CU501

SITE

585A5-18-521

SBV HMS

REV 0 - CONSTRUCTION DOCUMENT 2019-10-29

SCALE: NTS

CONNECTION TO EXISTING STRUCTURE DETAIL2

CU101

SCALE: NTS

RECTANGULAR CATCH BASIN DETAIL1

CU101

CS101

SCALE: NTS

SUMP PUMP DETAIL3

CU101

PUMP SCHEDULE

MARK GPM TDH (FT) HP V/PH/HZ AMPS FUSE RATING LOCATION

EXT-PMP-007S

EXT-PMP-008S

EXT-PMP-009S

EXT-PMP-010S

EXT-PMP-011S

100 86.5 1/2 200/3/60 6.0A 20A SOUTH LOOP ACCESS VAULTS:

7, 8, 9, 10, 11

EXT-PMP-001N

EXT-PMP-002N

EXT-PMP-003N

7 44 2/5 115/1/60 8.5A 20A NORTH LOOP ACCESS VAULTS:

1, 2, 3

SCALE: NTS

VALVE BOX DETAIL4

CU101

SCALE: NTS

VALVE BOX COLLAR DETAIL5

CU501

SCALE: NTS

POST INDICATOR VALVE DETAIL6

CU101

SCALE: NTS

MJ CONNECTION DETAIL7

CU501

SCALE: NTS

TYPICAL WATER MAIN CROSSING8

CU101

PIPE OD + 2"

18" CMP

SUITABLE

EXCAVATED

MATERIAL

TOPSOIL & SEED 4" FINISHED GRADE

6" BEDDING MATERIAL

LAWN/ FIELD PAVEMENT/ DRIVEWAY

UNDISTURBED

EARTH

DETECTABLE TAPE, IN TRENCH

1'-6" BELOW GRADE

#2 CRUSHER RUN

OR STONE

PIPE BEDDING #1 STONE

WATERMAIN

SIZE AND TYPE PER PLAN

UNDISTURBED

EARTH

EXISTING GRADE

RESTORE IN-KIND

(GRASS)

NATIVE BACKFILL

6" MIN OF #1

STONE (ABOVE

& BELOW PIPE)

2" PIPE

UNDISTURBED EARTH

18" MIN

EXISTING GRADE

CONDUIT JACKET

POLYURETHANE FOAM

3" CONDENSATE PIPE

STEEL CONDUIT

INSULATION

SUPPORT ASSEMBLIES

EXISTING GROUND

COMPACTED NATIVE BACKFILL

6" MI

SAND BEDDING

NOTES:

1. CONTRACTOR TO COMPACT AND LEVEL SOIL

PRIOR TO PLACING BEDDING.

2. NO BEACH SAND OR SAND WITH CHLORITE

SHALL BE USED.

RESTORE IN-KIND (GRASS)

TOPSOIL & SEED 4"

WIDTH VARIES PER DEPTH OF TRENCH

BACKFILL

WITH NATIVE

MATERIAL

SAW CUT EX ASPHALT

FULL DEPTH BOTH SIDES

TACK COAT (TYP)

EXISTING

PAVEMENT

KEYED NOTES:

2" MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER

IS GREATER.

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY

FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6'.

4" MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE

COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER

IS GREATER.

ASPHALTIC CONCRETE

ABC 100% MIN COMPACTION

SELECT FILL

TYP

8" MIN 8" MIN

UNDISTURBED SOIL

SLOPE SIDES OF TRENCH AT 1:1 MIN SLO

PE SIDES OF TRENCH AT 1:1

MIN

GRASS

GEOTEXTILE

FABRIC

MINIMUM 4"

TOPSOIL

RESTORE TURF AREA RESTORE PAVED AREA

EX GROUND

WIDTH VARIES PER DEPTH OF TRENCH

BACKFILL

WITH NATIVE

MATERIAL

CONCRETE SIDEWALK

SELECT FILL

TYP

8" MIN 8" MIN

UNDISTURBED SOIL

SLOPE SIDES OF TRENCH AT 1:1 MIN

GRASS

GEOTEXTILE

FABRIC

MINIMUM 4"

TOPSOIL

RESTORE TURF AREA RESTORE SIDEWALK

EX GROUND EX GROUND

SLO

PE SIDES OF TRENCH AT 1:1

MIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL UTILITY DETAILS 100% CONSTRUCTION

DOCUMENT

DESIGN STEAM SYSTEM REPAIRS -

CANANDAIGUA VAMC

400 FORT HILL AVE.

CANANDAIGUA, NY 14424

2019-10-29

CU502

SITE

585A5-18-521

SBV HMS

REV 0 - CONSTRUCTION DOCUMENT 2019-10-29

SCALE: NTS

STORM DRAIN TRENCH CROSS-SECTION4

CU101

SCALE: NTS

WATER LINE TRENCH DETAIL5

CU101

SCALE: NTS

FORCE MAIN TRENCH DETAIL3

CU101

SCALE: NTS

BUILDING 10 CONDENSATE RETURN REPLACEMENT DETAIL6

CU101

SCALE: NTS

STEAM TUNNEL TRENCH1

CS101

SCALE: NTS

STEAM TUNNEL WITH DUCT BANK TRENCH2

CS101

10/30/2019

AV-6 (CAST IN PLACE)

EXISTING STRUCTURE

(12) 8'-0" PRE-CAST TUNNEL SECTIONS

63°

117°

110'-10 1/8"

108'-1 3/8"

AV-5 (CAST IN PLACE) AV-6 (CAST IN PLACE)

(12) 8'-0" PRE-CAST TUNNEL SECTIONS

104°

83°

97°

SS306

SS501

SS305

PRE-CAST TUNNEL SECTION

106'-6 13/16"

105'-11 1/8"

AV-5 (CAST IN PLACE)

104°

83°

97°

PRE-CAST TUNNEL SECTION

AV-4 (CAST IN PLACE)

(16) 8'-0" PRE-CAST TUNNEL SECTIONS

139°

110°

142'-9 7/16"

140'-2 1/4"

PRE-CAST TUNNEL SECTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL TUNNEL PLANS 100% CONSTRUCTION

DOCUMENT

DESIGN STEAM SYSTEM REPAIRS -

CANANDAIGUA VAMC

400 FORT HILL AVE.

CANANDAIGUA, NY 14424

2019-10-29

SS102

SITE

585A5-18-521

SBV VAR

REV 0 - CONSTRUCTION DOCUMENT 2019-10-29

KEYPLAN

B16 B11

B10

B8 B5

B4B2 B3

B37

B36

B118

B34

B33

B17

B14

B12

SCALE: 1/4" = 1'-0"

AV-4 TO AV-5 TUNNEL PLAN1

SCALE: 1/4" = 1'-0"

AV-5 TO AV-6 TUNNEL PLAN2

SCALE: 1/4" = 1'-0"

AV-6 TO EXISTING STRUCTURE PLAN3

GENERAL NOTES

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

2. SEE CIVIL DWGS FOR TRENCH LAYOUT.

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ELECTRICAL NOTES AND LEGENDS 100% CONSTRUCTION

DOCUMENT

DESIGN STEAM SYSTEM REPAIRS -

CANANDAIGUA VAMC

400 FORT HILL AVE.

CANANDAIGUA, NY 14424

2019-10-29 E-001

SITE

585A5-18-521

SBV CJR

REV 0 - CONSTRUCTION DOCUMENT 2019-10-29

SWITCH, NORMALLY OPEN TIME DELAY

SWITCH, SINGLE BREAK

FUSE WITH RATING

NORMALLY CLOSED RELAY CONTACT

NORMALLY OPEN RELAY CONTACT

MOLDED CASE CIRCUIT BREAKER

LOW-VOLTAGE DRAWOUT AIR CIRCUIT BREAKER

HIGH-VOLTAGE OIL CIRCUIT BREAKER

HIGH-VOLTAGE DRAWOUT AIR CIRCUIT BREAKER

GENERATOR, POWERG

BATTERY

CAPACITOR

LIGHTNING ARRESTOR

POTHEAD

STRESS CONE

METER

AMMETER

VOLTMETER

WATTMETER

WATT-HOUR METER

ELECTRICAL SYMBOLS - SCHEMATICS

PANELBOARD CABINET, FLUSH MOUNTED

PANELBOARD CABINET, SURFACE MOUNTED

RECEPTACLE, DUPLEX

RECEPTACLE, DUPLEX ON EMERGENCY POWER

RECEPTACLE, DUPLEX W/ GROUND FAULT CIRCUIT INTERRUPTER

RECEPTACLE, QUADRAPLEX

RECEPTACLE, SINGLE

RECEPTACLE, SINGLE WITH SWITCH

RECEPTACLE, SPECIAL PURPOSE

A = 120V, 20A, 1 PHASE, 2-POLE, 3W, NEMA 5-20R

B = 208V, 20A, 1 PHASE, 2-POLE, 3W, NEMA 6-20R

C = 120V, 30A, 1 PHASE, 2-POLE, 3W, NEMA 5-30R

D = 208V, 30A, 1 PHASE, 2-POLE, 3W, NEMA 6-30R

E = 208V, 60A, 1 PHASE, 3-POLE, 4W, NEMA 14-60R

F = 208V, 30A, 3 PHASE, 3-POLE 4W, NEMA 15-30R

G = 208V, 50A, 3 PHASE, 3 POLE, 4W, NEMA 15-30R

H = 208V, 60A, 3 PHASE, 3 POLE, 4W, NEMA 15-60R

RECEPTACLE, SWITCHED DUPLEX

DROP CORD, SINGLE CONVENIENCE OUTLET, 3-WIRE,

GROUNDING TYPE, 20A, W/ #12 CONDUCTORS IN FLEXIBLE

CORD (CENTERLINE OF OUTLET: 6'-6" AFF MIN)

JUNCTION BOX

TRANSFORMER, PLAN

MOTOR, SINGLE-PHASE

MOTOR, THREE-PHASE

WYE CONNECTION

EARTH GROUND

PB PULL BOX

DISCONNECT SWITCH, FUSED

DISCONNECT SWITCH, UNFUSED

VARIABLE FREQUENCY DRIVE

SWITCH (# SUBSCRIPT AS INDICATED BELOW):

BLANK = SINGLE POLE 2 = DOUBLE POLE

3 = THREE-WAY 4 = FOUR-WAY

D = DIMMER F = FUSED SWITCH

K = KEY OPERATED L = LOCK

LM = LOW VOLT MASTER LV= LOW VOLTAGE

M = MANUAL MOTOR STARTING MC = MOMENTARY CONTACT

Mo = OCCUPANCY SENSOR MP = MOTOR SNAP W/ PILOT LIGHT

P = WITH PILOT LIGHT (THERMAL TYPE) PB= PUSH BUTTON STATION

RC= REMOTE CONTROL T = TIMER OPERATED

WP= WEATHER PROOF X = EXPLOSION PROOF

LIGHT FIXTURE, DIRECTIONAL

PHOTOCELLPC

GENERAL NOTES

1. EACH BRANCH CIRCUIT HOMERUN SHALL HAVE NO MORE THAN THREE CIRCUITS.

EACH BRANCH CIRCUIT HOMERUN SHALL HAVE A SEPARATE GREEN INSULATED

EQUIPMENT GROUNDING CONDUCTOR.

2. MULTI-GANG BACKBOXES FOR DIFFERENT VOLTAGES AND TYPES OF

EMERGENCY AND NORMAL BRANCH WIRING DEVICES SHALL HAVE DIVIDERS

BETWEEN DEVICES.

3. DRAWINGS ARE DIAGRAMMATIC IN NATURE, CONTRACTOR RESPONSIBLE FOR

DETERMINING EXACT ROUTINGS AND DEVICE PLACEMENT IN FIELD.

GENERAL NOTES DEMOLITION

1. FOR EXISTING EQUIPMENT, SUCH AS LIGHTING FIXTURES, WIRING DEVICES,

CONDUITS, ETC., SHOWN ON PLANS TO BE REMOVED, COMPLETELY REMOVE

CONDUIT AND WIRING TO THE OVERCURRENT PROTECTIVE DEVICE.

2. DISCONNECT ALL ABANDONED WIRING TO ALL TYPES AT THE OVERCURRENT

PROTECTIVE DEVICE. COMPLETELY REMOVE ALL ABANDONED WIRING.

3. MAINTAIN AND RESTORE, IF INTERRUPTED, ALL CONDUITS AND CONDUCTORS

PASSING THROUGH RENOVATED AREAS AND SERVICING UNDISTURBED AREAS.

NAMING DESIGNATIONS FOR ELECTRICAL EQUIPMENT

01-SBA-70-4160N-SWGR-001A

EXTENDED IDENTIFIER (OPTIONAL) A,B,C, ...

NUMBER IN SEQUENCE 001,002,003, ...

EQUIPMENT TYPE

ATS AUTOMATIC TRANSFER SWITCH

CB SEPARATELY ENCLOSED CIRCUIT BREAKER

DS UN-FUSED DISCONNECT SWITCH

FDS FUSED DISCONNECT SWITCH

PNLB PANEL BOARD

SWBD SWITCHBOARD

SWGR SWITCHGEAR

T TRANSFORMER

MTS MANUAL TRANSFER SWITCH

ELECTRICAL SYSTEM BRANCH

C CRITICAL BRANCH

EQ EQUIPMENT BRANCH

L LIFE SAFETY BRANCH

N NORMAL BRANCH

E EMERGENCY POWER, NON EES

I ISOLATED POWER SYSTEM

NFPA 70, ARTICLE 517

ESSENTIAL ELECTRICAL

SYSTEM (EES)

BUILDING NUMBER

BUILDING FLOOR

SB SUB-BASEMENT

B BASEMENT

1 1st FLOOR 2 2nd FLOOR

ETC.

BUILDING WING

(IF NEEDED)

A B C

ETC...

NOMINAL VOLTAGE CLASS

4160V 480V 208V

ROOM NUMBER(IF APPLICABLE)

EXT-EXTERIOR

OCCUPANCY SENSOR, CEILING MOUNTEDOC

TRANSFORMER

ELECTRICAL MANHOLE (EXISTING)

AUTOMATIC TRANSFER SWITCH

1P SINGLE POLE

2P TWO POLE

3P THREE POLE

4W FOUR-WIRE

A/E ARCHITECT/ENGINEER

AF AMPERE FRAME OR AMP FUSE

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AIC AMPERE INTERRUPTING CAPACITY

AMP/A AMPERE

AT AMPERE TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

BIL BASIC INSULATION LEVEL

BLDG BUILDING

BRKR/BKR BREAKER

BYP BY PASS

CALC CALCULATE

CHWP CHILLED WATER PUMP

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

COAX COAX CABLE

COMM COMMUNICATION

COMP COMPUTER

CONC CONCRETE

CRI COLOR RENDERING INDEX

CU COPPER

DB DECIBEL OR DIRECT BURIAL

DC DIRECT CURRENT

DEG C DEGREES CELSIUS

DEG F DEGREES FAHRENHEIT

DEMO DEMOLITION

DIAG DIAGRAM

DISC DISCONNECT

DN DOWN

DS DISCONNECT SWITCH

DWG DRAWING

DECON DECONTAMINATION

EG EQUIPMENT GROUND

EL ELEVATION

ELEC ELECTRIC OR ELECTRICAL

EMER EMERGENCY

EMT ELECTRICAL METALLIC TUBING

EQUIP EQUIPMENT

ETC ETCETERA

EXIST EXISTING

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FC FOOTCANDLE

FLA FULL LOAD AMPS

FT FEET OR FOOT

FVNR FULL VOLTAGE NON-REVERSING

FVR FULL VOLTAGE REVERSING

G OR GND GROUND OR GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

HID HIGH INTENSITY DISCHARGE

HP HORSEPOWER

HZ HERTZ

IMC INTERMEDIATE METAL CONDUIT

IT INFORMATION TECHNOLOGY

J-BOX JUNCTION BOX

KA KILOAMPERE

kV KILOVOLT kVA KILOVOLT AMPERE kVAH KILOVOLT AMPERE PER HOUR kVAR KILOVOLT AMPERE REACTIVE kW KILOWATT kWH KILOWATT HOUR kWHM KILOWATT HOUR METER

LB POUNDS

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LTG LIGHTING

LV LOW VOLTAGE

MAX MAXIMUM

MC METAL-CLAD

MCA MINIMUM CIRCUIT AMPS

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MH MANHOLE

MIN MINIMUM

MOCP MAXIMUM OVERCURRENT PROTECTION

MLO MAIN LUGS ONLY

MV MEDIUM VOLTAGE

MVA MEGAVOLT-AMPERE

MW MEGAWATT MICROWAVE

NC NORMALLY CLOSED

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NEUT OR N NEUTRAL

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NO NORMALLY OPEN

NTS NOT TO SCALE

OL OVERLOAD

ELECTRICAL ABBREVIATIONS

PB/PNLB PANEL BOARD, PULL BOX, OR PUSHBUTTON

PNL PANEL

PSI POUNDS PER INCH

PVC POLYVINYL CHLORIDE (PLASTIC)

PWR POWER

RGS/GRC RIGID GALVANIZED STEEL

RM ROOM

SCBA SELF CONTAINED BREATHING APPARATUS

SPEC SPECIFICATION

SPD

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

TC TIME CLOCK

TV TELEVISION

TYP TYPICAL

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UPS UNINTERRUPTIBLE POWER SUPPLY

V VOLT

VA VOLT AMPERE

VAR VOLT AMPERE REACTIVE

VFD VARIABLE FREQUENCY DRIVE

VOLT VOLTAGE

W WATT

W/ WITH

WP WEATHERPROOF

XFER TRANSFER

XFMR TRANSFORMER

ELECTRICAL SYMBOLS - POWER PLAN

FUSED SWITCH

STARTER, COMBINATION WITH DISCONNECT SWITCH

STARTER OR MOTOR CONTROLLER

RECEPTACLE, DUPLEX W/ GROUND FAULT CIRCUIT INTERRUPTER

ON EMERGENCY POWER

GFCI

BRANCH CIRCUIT HOMERUN TO PANEL. NEUTRAL CONDUCTOR; SHORT LINE,

PHASE CONDUCTOR WITH SWITCH LEGS; LONG LINE. ALL HOMERUNS WILL

INCLUDE GREEN INSULATED GROUND CONDUCTOR; NOT SHOWN

OCCUPANCY SENSOR, WALL MOUNTEDOC

LIGHT POLE, ONE MAST ARM, ONE LUMINAIRE

NEW UNDERGROUND ELECTRIC

DEMOLITION

EXISTING WATER LINE

FENCE LINE

GROUND LINEGND

GENERAL LINETYPES

HPS

COMM

COMMUNICATION LINE

EXISTING STORM WATER LINE

EXISTING SANITARY SEWER

NEW HIGH PRESSURE STEAM LINE

GRAVITY RETURN LINE

OCB

LIGHT POLE, POST TOP MOUNT LUMINAIRE

NEW ABOVE GROUND ELECTRICE

GAS

EXISTING ABANDONED HIGH PRESSURE STEAMAHPS

LPS EXISTING LOW PRESSURE STEAM

NEW CONDENSATE PUMP DISCHARGEPC

EXISTING UNDERGROUND ELECTRICUE

EXISTING GAS

HPS EXISTING HIGH PRESSURE STEAM LINE

TRANSITION TO RGS CONDUITS

FOR BUILDING ENTRANCE

PVC CONDUIT ADAPTER COUPLING

RACEWAY

PROVIDE CONDUIT SLEEVE AND

"LINK SEAL" FOR ALL PENETRATIONS

BELOW GRADE (REFER TO

SPECIFICATIONS)

WALL

PULL BOX

12"

GRADE, FEATHER AND TAMP

BACKFILL TO CREATE FLUSH

INSTALLATION AND POSITIVE

DRAINAGE AWAY FROM BOX

PULLBOX (SEE

SPECIFICATIONS)

LINE SIDES OF

EXCAVATION WITH

30LB FELT PAPER

(4) CONCRETE

BRICKS 2"X8"X16"

CLEAN 3/4"

CRUSHED ROCK

CONDUIT(S) WITH BELL ENDS, (TYP)

SIZE, QUANTITY AND WIRING AS

INDICATED ON PLANS

GRADE

RESTORE SURFACE

TO MATCH EXISTING

WARNING TAPE

BACKFILL IN

6" LIFTS

3,000 PSI CONCRETE

PROVIDE PLASTIC

SPACER AT

MAXIMUM OF 5 FEET

SPACING

NATIVE SOIL

#4 REBAR (TYP)

CONCRETE

#4 TIE BAR ALL

AROUND,

EVERY 5 FT MIN

PVC CONDUIT, SIZE AS

INDICATED

" M

2'- 6"

2'- 0"

NOTES:

1. BACKFILL, CONCRETE, REINFORCING STEEL, AND ANCHOR BOLTS ARE

SHOWN FOR REFERENCE ONLY. STRUCTURAL DESIGN IS SHOWN ON

SB302 DETAIL 4.

2. REFER TO SPECIFICATION SECTION 26 56 00 FOR MOUNTING AND

LEVELING REQUIREMENTS.

FINISHED PAVING

2-PIECE BOLT COVER PLATE

POLE GROUNDING STUD

3" X 5" REINFORCED HAND HOLE

WITH TAMPER RESISTANT SCREWS.

PROVIDE IN-LINE SCREW TYPE

FUSE HOLDER(S) WITH FUSE(S)

PVC CONDUIT

ADAPTER COUPLING

PVC CONDUIT

UNDISTURBED SOIL

OR SELECT BACKFILL

COMPACTED, SEE

NOTE BELOW

#4 BARE COPPER

GROUND 20FT COILED

BELOW BASE

CONCRETE BASE AND

REINFORCING STEEL,

SEE NOTE BELOW

EMPTY CONDUIT

WITH CAP (WHERE

SHOWN ON PLANS)

ANCHOR BOLTS PER POLE

MANUFACTURER'S REQUIREMENTS

WITH LEVELING NUTS ABOVE AND

BELOW BASE PLATE

LIGHT POLE PER LIGHT

FIXTURE SCHEDULE

RIGID STEEL CONDUIT

SECTION "A"

ELEVATION

" M

CAST METAL, 2-GANG

NEMA 3R JUNCTION BOX

WITH THREADED HUBS.

CAST METAL "WHILE

-IN-USE" WP COVER(S)

AND RECEPTACLES

RIGID STEEL

CONDUIT FOR

SUPPORT PER

N.E.C. ART.314

RIGID STEEL

CONDUIT FOR

WIRING

E-501

NOTES:

1. MAINTAIN A MINIMUM CLEARANCE OF 12" ON ALL SIDES OF ROOF PENETRATION

FROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER

FLASHING.

2. FLANGES OF ADJACENT FLASHINGS SHALL NOT BE CUT OR OVERLAPPED.

3. VERIFY ROOF AND STRUCTURAL SYSTEM WITH ARCHITECT.

4. COORDINATE FLASHING INSTALLATION WITH ROOFING CONTRACTOR TO

ENSURE PROPER METHODS AND MATERIALS ARE USED TO MAINTAIN ROOF

WARRANTY.

ROOF MEMBRANE

SEALANT AT

PENETRATION TO

MEMBRANE JUNCTURE

BY ROOFING

CONTRACTOR

PREFABRICATED RUBBER

BOOT CAMP WITH

GRADUATED STEPS AND

WEATHER-PROOF

PRESSURE SEAL TO

COLLAR

STAINLESS CLAMP, TYP

SEAL-OFF

FITTING,

TYP

CONDUIT, TYP

BATT INSULATION

PREFABRICATED FORMED 0.06"

THICK ALUMINUM FLASHING

ROUND COLLAR WITH MIN 3" WIDE

FLANGE. ATTACH TO ROOF PER

MANUFACTURERS INSTRUCTIONS

MULTIPLE MEMBRANE STRIPPING

PLIES FEATHERED AT FIELD OF

ROOF BY ROOFING CONTRACTOR.

PRIME FLANGE BEFORE STRIPPING

STEEL

EXPANSION

ANCHOR

3/8" MIN GALVANIZED

THREADED ROD, TYP

LOCKING SQUARE

WASHER AND

LOCKNUT

INTEGRAL GALVANIZED

LIPPED STEEL

MOUNTING CHANNEL

CONDUIT CLAMP,

SIZE AS REQUIRED

ROOF

WATER CUT-OFF

MASTIC COMPATIBLE

WITH ROOF

MEMBRANE

CONDUIT CLAMP,

SIZE AS REQUIRED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ELECTRICAL DETAILS 100% CONSTRUCTION

DOCUMENT

DESIGN STEAM SYSTEM REPAIRS -

CANANDAIGUA VAMC

400 FORT HILL AVE.

CANANDAIGUA, NY 14424

2019-10-29 E-501

SITE

585A5-18-521

SBV CJR

REV 0 - CONSTRUCTION DOCUMENT 2019-10-29

SCALE: NTS

TYPICAL CONDUIT PENETRATION INTO BUILDING1

SCALE: NTS

TYPICAL UNDERGROUND

CONCRETE PULLBOX -TURF AREAS3

ES401

SCALE: NTS

CONCRETE ENCASED DUCT

BANK SECTION - 2 CONDUITS2

ES401

SCALE: NTS

POLE BASE DETAIL - TURF AREAS4

ES401

CS101

SCALE: NTS

TYPICAL RECEPTACLE ROOF

MOUNTING DETAIL5

SCALE: NTS

TYPICAL CONDUIT ROOF PENETRATION DETAIL6

BLDG 16

BLDG 10

BLDG 6

BLDG 7

BLDG 8

PROPERTY BOUNDARY

BLDG 9

BLDG 36

BLDG 37

NEW AV-4

NEW AV-3

NEW AV-2

NEW AV-1

NEW AV-5

EX ACCESS VAULT

NEW AV-6

NEW AV-7

NEW AV-8

NEW AV-9

COMM

PC PC

HPS

UEUE

COMM

GAS

HPS

AHPS

HPSHPS

COMM

HPS

UE UE

ES401

ES402

ES403

A A

E E E E E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ELECTRICAL SITE PLAN 100% CONSTRUCTION

DOCUMENT

DESIGN STEAM SYSTEM REPAIRS -

CANANDAIGUA VAMC

400 FORT HILL AVE.

CANANDAIGUA, NY 14424

2019-10-29

ES101

SITE

585A5-18-521

SBV CJR

REV 0 - CONSTRUCTION DOCUMENT 2019-10-29

KEYPLAN

B16 B11

B10

B8 B5

B4B2 B3

B37

B36

B118

B34

B33

B17

B14

B12

SCALE: 1" = 40'

ELECTRICAL SITE PLAN1

GENERAL NOTES

1. SEE E-001 FOR E-SERIES NOTES AND LEGENDS.

2. CONTRACTOR TO PROVIDE RECEPTACLES FOR CONNECTION TO STEAM TRAP

REPEATERS.

KEYED NOTES

1 PROVIDE NEW RECEPTACLE FOR STEAM TRAP MONITORING SYSTEM REPEATER.

COORDINATE LOCATION WITH MECHANICAL CONTRACTOR. CONNECT TO NEAREST

NORMAL POWER PANEL BOARD, COORDINATE CONNECTION POINT WITH VA COR.

2 SEE E-501 DETAIL 5 FOR TYPICAL RECEPTACLE ROOF MOUNTING DETAIL AND

DETAIL 6 FOR TYPICAL CONDUIT ROOF PENETRATION DETAIL.

BLDG 7

BLDG 8

NEW AV-4

NEW AV-3

NEW AV-2

NEW AV-1

NEW AV-5

EX ACCESS VAULT

NEW AV-6

COMMCOMM

SA SA SA SA SA SA

COMM

UE UE

GAS

SA SA

HPS

AHPS

COMM

SA SA

HPSHPSHPSHPS

HPS

UE UE UE

W W

ST ST

(2) 2" SCH 40 PVC CONDUITS

(1) CONTAINING:

(3) #4 AWG

(1) #8 AWG GROUND

(1) CONTAINING:

(12) #18 AWG CONTROL WIRING

E-501

UE E E E E E E

(1) 2" RGS CONDUIT

(12) #18 AWG CONTROL WIRING

(2) 2" SCH 40 PVC CONDUITS

(1) CONTAINING:

(3) #4 AWG

(1) #8 AWG GROUND

(1) CONTAINING:

(12) #18 AWG

PANEL D

(LOCATED IN GROUND

FLOOR OF BUILDING 8)

1'x1' HANDHOLE

SEE E-501, DETAIL 3

1'x1' HANDHOLE

SEE E-501, DETAIL 3

1'x1' PULLBOX

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ELECTRICAL SITE PLAN ENLARGED

- NORTH LOOP

100% CONSTRUCTION

DOCUMENT

DESIGN STEAM SYSTEM REPAIRS -

CANANDAIGUA VAMC

400 FORT HILL AVE.

CANANDAIGUA, NY 14424

2019-10-29

ES401

SITE

585A5-18-521

SBV CJR

REV 0 - CONSTRUCTION DOCUMENT 2019-10-29

SCALE: 1/2" = 1'-0"

ELECTRICAL SITE PLAN ENLARGED NORTH LOOP1

ES101

KEYPLAN

B16 B11

B10

B8 B5

B4B2 B3

B37

B36

B118

B34

B33

B17

B14

B12

GENERAL NOTES

1. SEE E-001 FOR E-SERIES NOTES AND LEGENDS.

2. CONTRACTOR TO PROVIDE PULL BOXES AS NEEDED.

KEYED NOTES

1 EXISTING LIGHT POLE TO BE RELOCATED, COORDINATE WITH CIVIL CONTRACTOR.

2 SEE E-501, DETAIL 4 FOR POLE BASE DETAIL.

3 SUMP PUMP RECEPTACLE LOCATED IN ENCLOSURE WITHIN SUMP PIT. SEE CU501,

DETAIL 6 FOR ADDITIONAL INFORMATION.

4 PROVIDE NEW 50 AMP GFCI PROTECTED CIRCUIT BREAKER.

5 CONTRACTOR TO AVOID ACCESS VAULT WHEN ROUTING NEW CONDUIT.

6 INTERCEPT AND RE-ROUTE EXISTING PARKING LOT LIGHTING CIRCUIT TO AVOID

NEW STEAM TRENCH.

7 CONTRACTOR TO PROVIDE SUMP PUMP MONITORING/ALARM PANEL. PANEL TO

INDICATE PUMP FAILURE/HIGH WATER LEVEL ALARMS FOR EACH ACCESS VAULT.

EXT-120N-FDS-001N EXT-120N-FDS-002N EXT-120N-FDS-003N

A A

EXT-PMP-001N EXT-PMP-002N EXT-PMP-003N

PANEL D

DISCONNECT SWITCH SCHEDULE

DESIGNATION

TYPE

VOLTAGE AMPERAGE

RATING PHASE FUSE RATING FED FROM LOAD NEMA

TYPE LOCATION COMMENTSFU

EXT-120N-FDS-001N X X 120 30 1 30 PANEL D (BLDG 8) EXT-PMP-001N 6P AV-1

EXT-120N-FDS-002N X X 120 30 1 30 PANEL D (BLDG 8) EXT-PMP-001N 6P AV-2

EXT-120N-FDS-003N X X 120 30 1 30 PANEL D (BLDG 8) EXT-PMP-001N 6P AV-3

AV-1 AV-2 AV-3

SCALE: NTS

ONE-LINE DIAGRAM2

HPS

UE UE

AHPS

HPS

HPSHPSHPS

HPS

(2) 2" SCH 40 PVC CONDUITS

(1) CONTAINING:

(3) #8 AWG

(1) #10 AWG GROUND

(1) CONTAINING:

(20) #18 AWG CONTROL WIRING

(2) 2" SCH 40 PVC CONDUITS

(1) CONTAINING:

(3) #8 AWG

(1) #10 AWG GROUND

(1) CONTAINING:

(20) #18 AWG CONTROL WIRING

E-501

PB PB

1'x1' HANDHOLE

SEE E-501, DETAIL 3

1'x1' HANDHOLE

SEE E-501, DETAIL 3

1'x1' HANDHOLE

SEE E-501, DETAIL 3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ELECTRICAL SITE PLAN ENLARGED

- SOUTH LOOP

100% CONSTRUCTION

DOCUMENT

DESIGN STEAM SYSTEM REPAIRS -

CANANDAIGUA VAMC

400 FORT HILL AVE.

CANANDAIGUA, NY 14424

2019-10-29

ES402

SITE

585A5-18-521

SBV CJR

REV 0 - CONSTRUCTION DOCUMENT 2019-10-29

SCALE: 3/8" = 1'-0"

ELECTRICAL SITE PLAN ENLARGED SOUTH LOOP1

ES101

KEYPLAN

B16 B11

B10

B8 B5

B4B2 B3

B37

B36

B118

B34

B33

B17

B14

B12

GENERAL NOTES

1. SEE E-001 FOR E-SERIES NOTES AND LEGENDS.

2. CONTRACTOR TO PROVIDE PULL BOXES AS NEEDED.

KEYED NOTES

1 SUMP PUMP RECEPTACLE LOCATED IN NEMA 6P ENCLOSURE WITHIN SUMP PIT. SEE

CU501, DETAIL 6 FOR ADDITIONAL INFORMATION.

EXT-208N-FDS-007S EXT-208N-FDS-008S EXT-208N-FDS-009S

F F

EXT-PMP-007S EXT-PMP-008S EXT-PMP-009S

PANEL PP-1

EXT-208N-FDS-010S EXT-208N-FDS-011S

F F

EXT-PMP-010S EXT-PMP-011S

DISCONNECT SWITCH SCHEDULE

DESIGNATION

TYPE

VOLTAGE AMPERAGE

RATING PHASE FUSE RATING FED FROM LOAD NEMA

TYPE LOCATION COMMENTSFU

EXT-208N-FDS-007S X X 208 30 3 30 PANEL PP-1 (BLDG 12) EXT-PMP-007S 6P AV-7

EXT-208N-FDS-007S X X 208 30 3 30 PANEL PP-1 (BLDG 12) EXT-PMP-008S 6P AV-8

EXT-208N-FDS-007S X X 208 30 3 30 PANEL PP-1 (BLDG 12) EXT-PMP-009S 6P AV-9

EXT-208N-FDS-007S X X 208 30 3 30 PANEL PP-1…

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File details come from the government source that posted it. Updated Oct 14, 2021.