S02 - 695-22-123 Drawings Part 2 of 4.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

23 MECHANIC STREET, SPRINGVILLE, NY 14141

SITE SURVEY - EXISTING

CONDITIONS

BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM

VOLTAGE FEEDER CLEMENT J.

ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295

2025/10/09

VF101

SITE

695-22-123

CJR CGR

REV 0 - BID DOCUMENTS 2025-10-09

"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".

CERTIFICATE OF AUTHORIZATION NUMBER: 0020000

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

23 MECHANIC STREET, SPRINGVILLE, NY 14141

SITE SURVEY - EXISTING

CONDITION

BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM

VOLTAGE FEEDER CLEMENT J.

ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295

2025/10/09

VF102

SITE

695-22-123

CJR CGR

REV 0 - BID DOCUMENTS 2025-10-09

"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".

CERTIFICATE OF AUTHORIZATION NUMBER: 0020000

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

23 MECHANIC STREET, SPRINGVILLE, NY 14141

SITE SURVEY - EXISTING

CONDITIONS

BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM

VOLTAGE FEEDER CLEMENT J.

ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295

2025/10/09

VF103

SITE

695-22-123

CJR CGR

REV 0 - BID DOCUMENTS 2025-10-09

"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".

CERTIFICATE OF AUTHORIZATION NUMBER: 0020000

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

23 MECHANIC STREET, SPRINGVILLE, NY 14141

CIVIL GENERAL NOTES AND

LEGENDS

BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM

VOLTAGE FEEDER CLEMENT J.

ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295

2025/10/09 C-001

SITE

695-22-123

CJR CGR

REV 0 - BID DOCUMENTS 2025-10-09

"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".

CERTIFICATE OF AUTHORIZATION NUMBER: 0020000

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 AND UTILITY LOCATION

METHODS SUCH AS GPR.

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 THE CONTRACTORS 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 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. SEE SPECIFICATIONS 01 00 00 AND 01 57 19.

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 OFFICER.

24. ANY TREES REMOVED BY CONSTRUCTION SHALL BE REPLACED WITH A NEW WHITE OAK TREE BY THE CONTRACTOR.

25. UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED. ALL SOILS ON CAMPUS ARE TO BE

CONSIDERED AS CONTAMINATED, AND ANY MATERIAL REMOVED FROM SITE SHALL BE DISPOSED OF ACCORDINGLY.

26. THE CONTRACTOR IS TO CONDUCT A SITE SURVEY WITH REFERENCE TO SPECIFICATION 01 00 00 PARAGRAPH 1.12 AND

SPECIFICATION 02 21 13.

27. ANY NEWLY INSTALLED, ABOVE GROUND EQUIPMENT SHALL BE PLACED A MINIMUM OF 50 FEET FROM ROADWAYS.

BACKFILLING:

1. BACKFILL FREE FROM ROCK OR BOULDERS SHALL BE DEPOSITED IN THE TRENCH SIMULTANEOUSLY ON BOTH SIDES OF THE PIPE FOR

THE FULL WIDTH OF THE TRENCH TO AN ELEVATION OF AT LEAST TWELVE INCHES OVER THE TOP OF THE PIPE. ALL THE ABOVE

BACKFILL SHALL BE WELL TAMPED, IN 6" LAYERS.

2. BACKFILL MORE THAN TWELVE INCHES ABOVE THE PIPE SHALL CONTAIN NO LUMPS OR PIECES LARGER THAN EIGHT INCHES IN GREATEST DIMENSION AND SHALL BE FREE OF BRUSH OR OTHER MATERIAL WHICH MIGHT CAUSE SUBSEQUENT SETTLING. BACKFILL UNDER PROPOSED CONCRETE OR BITUMINOUS PAVEMENT, SHALL BE THOROUGHLY TAMPED BY MECHANICAL MEANS, IN SIX INCH LAYERS. ALL OTHER BACKFILL MAY BE LEFT NEATLY ROUNDED OVER THE TRENCH TO A SUFFICIENT HEIGHT TO ALLOW FOR

SETTLEMENT TO GRADE AFTER CONSOLIDATION.

3. BACKFILLING SHALL NOT BE DONE IN FREEZING WEATHER EXCEPT BY WRITTEN PERMISSION OF THE COR. NO BACKFILL SHALL BE MADE WITH FROZEN MATERIALS NOR SHALL A BACKFILL BE MADE WHEN THE MATERIAL IN THE TRENCH IS ALREADY FROZEN.

4. WHERE THE TYPE OF BACKFILL MATERIALS IS NOT INDICATED ON THE DRAWINGS OR SPECIFIED, THE CONTRACTOR MAY BACKFILL WITH THE EXCAVATED MATERIAL, PROVIDED THAT SUCH MATERIALS CONSISTS OF SAND, GRAVEL, OR OTHER MATERIALS WHICH, IN THE OPINION OF THE COR, ARE SUITABLE FOR BACKFILLING. THE USE OF SOIL CONTAINING EXPANSIVE CLAY IS NOT PERMITTED

UNDER SIDEWALKS OR PAVED AREAS.

5. WHERE BACKFILLING OVER THE TAMPED LAYER IS DONE BY BUCKET, THE BUCKET SHALL BE LOWERED TO PREVENT SHOCK OR POSSIBLE INJURY TO THE PIPE. EXCESS EXCAVATED MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR, AFTER OBTAINING

APPROVAL OF THE COR.

EROSION CONTROL:

1. PRIOR TO CONSTRUCTION, ALL SEDIMENT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS.

2. ALL WATERWAYS AND STORM INLETS SHALL BE PROTECTED IN ACCORDANCE WITH SPECIFICATIONS FOR EROSION AND SEDIMENT

CONTROL.

3. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE REMOVED AT PROJECT COMPLETION BY CONTRACTOR.

4. PERMANENT VEGETATION SHALL BE APPLIED AND INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS. ANY DEVIATIONS MUST BE

APPROVED BY THE COR.

LEGEND

GRASS

ASPHALT

CONCRETE

GENERAL LINETYPES

GASG

GRAVITY CONDENSATE RETURNGR

HIGH PRESSURE STEAMHPS

SANITARY SEWERSA

COMMUNICATIONSCOMM

STORM WATERST

W WATER

UGE UNDERGROUND ELECTRIC

SIGN

BUILDING

CIVIL LEGEND

POINT OF CONNECTION BETWEEN NEW AND EXISTING WORK

LIMIT OF DEMOLITION

POST-INDICATOR VALVE

MANHOLE

VALVE IN VALVE BOX

CATCH BASIN

FIRE HYDRANT

ABBREVIATIONS

ARCH ARCHITECTURAL

BC BOTTOM OF CURB

CB CATCH BASIN

CI CAST IRON

CONC CONCRETE

DI DUCTILE IRON

ELEC ELECTRICAL

ELEV ELEVATION

FF FINISHED FLOOR

GPR GROUND PENETRATING RADAR

GR GRAVITY RETURNS

HDPE HIGH DENSITY POLYETHYLENE

HPS HIGH PRESSURE STEAM

HYD HYDRANT

INV INVERT

MH MANHOLE

PVC POLYVINYL CHLORIDE

PIV POST INDICATOR VALVE

SAN SANITARY

SW SIDEWALK

TC TOP OF CURB

TYP TYPICAL

VTP VITRIFIED TILE PIPE

VVB VALVE IN VALVE BOX

BOLLARD/POST

ANTENNA

FLAGPOLE

LINE/OBJECT TO BE REMOVED

OBJECT TO BE REMOVED

DEMOLITION EXTENTS

TRENCHING NOTES:

1. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL

EXCAVATE TO A DEPTH REQUIRED BY THE COR AND REPLACE WITH A FOUNDATION OF CLASS I

OR II MATERIAL AS DEFINED IN ASTM D2321, "STANDARD PRACTICE FOR INSTALLATION OF

THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS," LATEST

EDITION; AS AN ALTERNATIVE AND AT THE DISCRETION OF THE COR, THE TRENCH BOTTOM

MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC.

2. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II AND INSTALLED AS REQUIRED IN ASTM

D2321, LATEST EDITION.

3. HAUNCHING AND INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II AND INSTALLED

AS REQUIRED IN ASTM D2321, LATEST EDITION.

GRAVEL

TRAFFIC CONTROL NOTES:

1. MAINTAINING VEHICLE AND PEDESTRIAN ACCESS TO ALL AREAS, DURING CONSTRUCTION IS A

REQUIREMENT OF THIS CONTRACT.

2. THE USE OF PLATING AND/OR TEMPORARY DRIVE ACCESS AND RESTORATION POST

CONSTRUCTION MAYBE REQUIRED TO MAINTAIN VEHICLE AND PEDESTRIAN ACCESS TO ALL

AREAS

3. MAINTAIN HANDICAPPED ACCESSIBILITY AT ALL TIMES.

4. SEE SPECIFICATION 01 01 10 SN PARAGRAPH 3.42 TRAFFIC CONTROL.

EXP 03/31/2027

109110

T114

7 2

6C

6A 6D6B

T105

HVP-24

HVP-15

AFTON CT

GENERAL MITCHELL BLVD

WAREHOUSE WAY

LINCOLN DR

BARRON CT

RED ARROW CIR

W

OR

KS

HO

P

RO

ADBARRON CT

N M

ITC

HE

LL

BL

VD

HI

NE

S

BL

VD

CHRYSLER WOOD AVE

KILBOURN CIR

KILBOURN CIR

AMERICAN WARMOTHERS AVE

ZABLOCKI DR

STADIUM LN

GENERAL WOLCOTT BLVD

GENERAL WOLCOTT AVE

WOOD AVE

MEMORIAL DR

FLOWER DR HINES BLV

D

BCL

MH-37

MH-47A

MH-2B

MH-2A

MH

MH-15

MH-20

MH-23

MH-24 MH-25

MH-27 MH-29

MH-30

MH-31

MH-32

MH-34 MH-35 MH-36

MH-38

MH-9 MH-10

MH-11

MH-8A

MH-7

MH-40

MH-41

MH-43

HVP-42

MH-42

MH-8

MH-18

MH-4

MH-47

MH-13

MH-2

MH-13A

MH-39

MH-22

MH-21

CemetaryNationalWood

B73

HANK AARON TRAIL BRIDGE

MH-12

T106 T107

GO

LD

ST

AT

E

DR

HVP-24

MH-3

GENERAL MITCHELL BLVD

JU

NE

AU

A

VE

W

AL

KE

R

DR

IV

E

Wood National Cemetary

Lake Wheeler

N. WASHINGTON DRIVE

E

E

E

E

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

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

23 MECHANIC STREET, SPRINGVILLE, NY 14141

CIVIL SITE PLAN BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM

VOLTAGE FEEDER CLEMENT J.

ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295

2025/10/09 C-101

SITE

695-22-123

CJR CGR

REV 0 - BID DOCUMENTS 2025-10-09

"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".

CERTIFICATE OF AUTHORIZATION NUMBER: 0020000

SCALE: NTS

CIVIL SITE PLAN1

N

GENERAL NOTES

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

2. INSTALL NEW DUCT BANK BETWEEN BLDG 115 AND MH-36. REFER TO CS,CU AND ES

DRAWINGS FOR DETAILED INFORMATION.

GENERAL LINETYPES

NEW ELECTRICAL DUCTBANK

- POWER DISTRIBUTION SWITCH (HVP OR HVS)

- TRANSFORMER (XF)

- ELECTRICAL PANEL (PNL)

SITE PLAN SYMBOL LEGEND

- UTILITY, ELECTRICAL MANHOLE (MH)E

NEW JACK AND BORE

T106

T107

EXISTING MH-36

STA. 0+00 MH-36A

MH-36B

EXISTING MH-12

HVS-12

MH-12B

MH-12D

WORKSHOPS RD.

BARRO

N C

T.

GENERAL M

IT

CHELL

BLVD.

LIN

CO

LN D

R.

N

W A

SH

IN

G T

O N

D R

H A

N K

A A

R O

N T

R A

IL

W O

R K

SH

O

PS R

D

PA

IN

T

SH

O P

R D

BARRON CT.

R E

D A

R R

O W

C

IR

C

LE

E

E

E

E

E

E

E

E

E

CONCRETE CULVERT

MH-12A

MH-12C

MH-12E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL SITE PLAN BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM

VOLTAGE FEEDER CLEMENT J.

ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295

2025/10/09

CS101

SITE

695-22-123

Br CGR

REV 0 - BID DOCUMENTS 2025-10-09

"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".

CERTIFICATE OF AUTHORIZATION NUMBER: 0020000

SCALE: 1" = 50'

CIVIL UTILITIES PLAN1N

GENERAL LINETYPES

- POWER DISTRIBUTION SWITCH (HVP OR HVS)

- TRANSFORMER (XF)

- ELECTRICAL PANEL (PNL)

SITE PLAN SYMBOL LEGEND

EXISTING DUCT BANK

- UTILITY, ELECTRICAL MANHOLE (MH)E

ABBREVIATIONS

MH MANHOLE

HVS POWER DISTRIBUTION SWITCH

LF LINEAR FEET

- TREES OR BUSHES

- POINT OF CONNECTION BETWEEN NEW

AND EXISTING WORK

NEW DUCT BANK

NEW JACK AND BORE

GENERAL NOTES

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

2. SEE CS401 & CS402 FOR CIVIL SITE ENLARGED PLANS

3. SEE ES501 & ES502 FOR DUCT BANK DETAILS

4. SEE GC101 THROUGH GC113 FOR PHASING DRAWINGS.

KEYED NOTES

1 REMOVE SIDEWALK FOR DUCT BANK INSTALLATION, REPLACE IN KIND.

2 CONTRACTOR TO DIG TEST PIT TO VERIFY LOCATION AND DEPTH OF ABANDONED STEAM

LINE.

3 HYDRO EXCAVATION ONLY IN THIS AREA

4 FULL DEPTH PAVEMENT REPLACEMENT

MH-36A

STA. 3+09

1 168 LF

EE

BLDG 20

19 LF

91 LF

EXISTING MH-36

STA. 0+00 26 LFHA

NK

A

AR

ON

T

RA

IL

RO

W

HA

NK

A

AR

ON

TR

AI

L R

OW

CS502

5,6

TYP EX CB

MH-36A

STA. 3+09

156 LF

2 2

E E

3 204 LF

3 73 LF

MH-36B

STA. 6+42

HANK AARON TRAIL ROW

CS502

5,6

TYP EX CB

HVS-12

38 LF

45 LF

E E

WORKSHOPS RD.

BARRON CT.

RED

ARRO

W

CIRCLE

3136 LF

3143 LF

MH-36B

STA. 6+42

EXISTING MH-12

STA. 10+04

CS502

5,6

TYP EX CB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

23 MECHANIC STREET, SPRINGVILLE, NY 14141

CIVIL SITE ENLARGED PLANS BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM

VOLTAGE FEEDER CLEMENT J.

ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295

2025/10/09

CS401

SITE

695-22-123

Br CGR

REV 0 - BID DOCUMENTS 2025-10-09

"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".

CERTIFICATE OF AUTHORIZATION NUMBER: 0020000

SCALE: 1" = 20'

MH-36A TO MH-36B ENLARGED PLAN2

N

SCALE: 1" = 20'

MH-36 TO MH-36A ENLARGED PLAN1N

SCALE: 1" = 20'

MH-36B TO EXISTING MH-12 ENLARGED PLAN3N

GENERAL NOTES

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

2. SEE CU101 FOR CIVIL UTILITIES PLAN

3. SEE ES501 FOR DUCT BANK DETAILS

4. SEE GC101 THROUGH GC113 FOR PHASING DRAWINGS.

5. ALL LENGTHS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR IN

FIELD PRIOR TO COMMENCEMENT OF EARTH WORK.

KEYED NOTES

1 JACK AND BORE TO EXTEND A MIN 5 FEET FROM THE EDGE OF CURBS OR SIDEWALKS.

REFER TO DETAIL 2 ON ES501 FOR MORE INFORMATION.

2 SEE TYPICAL TREE PROTECTION DETAIL DRAWING CS502 DETAIL 3

3 OPEN EXCAVATION THRU GRASS REFER TO DETAIL 1 ON ES501.

4 REMOVE AND REPLACE SIDEWALK SECTION TO NEAREST APPROPRIATE EXPANSION OR

CONTRACTION JOINT.

REMOVE TREE. GRIND STUMP TO BELOW NOMINAL GRADE, BACKFILL WITH TOPSOIL AND

RESTORE LAWN. REPLACE WITH A WHITE OAK TREE IN ACCORDANCE WITH DETAIL 1 ON

CS502. COORDINATE FINAL PLANTING LOCATION WITH COR.

SEE ES501, DETAIL 5. CONTRACTOR IS RESPONSIBLE FOR RESTORATION OF SITE TO

MATCH PREVIOUS CONDITIONS FOR ENTIRE AREA DISTURBED DURING MANHOLE

INSTALLATION.

GENERAL LINETYPES

- POWER DISTRIBUTION SWITCH (HVP OR HVS)

- TRANSFORMER (XF)

- ELECTRICAL PANEL (PNL)

SITE PLAN SYMBOL LEGEND

- UTILITY, ELECTRICAL MANHOLE (MH)E

ABBREVIATIONS

MH MANHOLE

HVS POWER DISTRIBUTION SWITCH

LF LINEAR FEET

ROW RIGHT OF WAY

- TREES OR BUSHES

- POINT OF CONNECTION BETWEEN NEW

AND EXISTING WORK

6 LF

EXISTING DUCT BANK

NEW DUCT BANK

NEW JACK AND BORE

- INLET PROTECTION

2 207 LF

53 LF

G E

N E

R A

L M

ITC

H E

LL

B

LV

D

N. WASHINGTON DR.

E EE

4 16 LF

4 14 LF

MH-12B

STA. 12+84

65 MH-12D

STA. 18+77

MH-12C

STA. 15+81

CS502

5,6

TYP EX CB

2 287 LF

HVS-12

EE E

4 147 LF

EXISTING MH-12

STA. 10+04

MH-12B

STA. 12+84

ES501

3 140 LF

CONCRETE CULVERT

MH-12A

STA. 11+03

CS502

5,6

TYP EX CB

BLDG 115

EXISTING

ELECTRICAL

DUCT BANK

LINCOLN DR.

BLDG 109

14 LF

E E

89 LF

4217 LF4 17 LF

N. WASHINGTON DR.

STA. 22+44

2MH-12E

STA. 20+31

MH-12D

STA. 18+77

CS502

5,6

TYP EX CB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

23 MECHANIC STREET, SPRINGVILLE, NY 14141

CIVIL SITE ENLARGED PLANS BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM

VOLTAGE FEEDER CLEMENT J.

ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295

2025/10/09

CS402

SITE

695-22-123

Br CGR

REV 0 - BID DOCUMENTS 2025-10-09

"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".

CERTIFICATE OF AUTHORIZATION NUMBER: 0020000

SCALE: 1" = 20'

MH-12B TO MH-12D ENLARGED PLAN2

N

SCALE: 1" = 20'

EXISTING MH-12 TO MH-12B ENLARGED PLAN1

N

SCALE: 1" = 20'

MH-12D TO BLDG 115 ENLARGED PLAN3

N

ABBREVIATIONS

GENERAL NOTES

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

2. SEE CU101 FOR CIVIL UTILITIES PLAN

3. SEE ES501 FOR DUCT BANK DETAILS

4. SEE GC101 THROUGH GC113 FOR PHASING DRAWINGS.

5. ALL LENGTHS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR IN

FIELD PRIOR TO COMMENCEMENT OF EARTH WORK.

KEYED NOTES

1 JACK AND BORE TO EXTEND A MIN 5 FEET FROM THE EDGE OF CURBS OR SIDEWALKS.

2 FULL DEPTH PAVEMENT REPLACEMENT

3 REMOVE SIDEWALK FOR DUCT BANK INSTALLATION, REPLACE IN KIND.

4 OPEN EXCAVATION THRU GRASS

5 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ACCESS TO MINIMUM ONE PARKING

LOT EXIT AT ALL TIMES.

6 CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL BY VA IN THE

CASE OF ANY DISRUPTION TO NORMAL OPERATIONS OF A ROAD OR PARKING LOT.

7 HYDRO EXCAVATE ONLY, IN THIS AREA.

8 SEE TYPICAL TREE PROTECTION DETAIL DRAWING CS502 DETAIL 3

SEE ES501, DETAIL 5. CONTRACTOR IS RESPONSIBLE FOR RESTORATION OF SITE TO

MATCH PREVIOUS CONDITIONS FOR ENTIRE AREA DISTURBED DURING MANHOLE

INSTALLATION.

10 REPLACE CURB TO MATCH EXISTING. REFER TO DETAIL 5 ON CS501

11 REPLACE CURB AND GUTTER TO MATCH EXISTING. REFER TO DETAIL 8 ON CS501

12 CONTRACTOR TO MAINTAIN TWO-WAY VEHICLE TRAVEL PAST OPEN EXCAVATIONS IN

THIS AREA AT ALL TIMES

CONTRACTOR SHALL PLAN FOR EXCAVATION, INSTALLATION, AND BACKFILL WORK

BETWEEN MH-12D AND MH-12C TO BE COMPLETED PRIOR TO FURTHER DISTURBANCE OF

THE PARKING LOT.

CONTRACTOR SHALL NOT COMMENCE WITH EXCAVATION BETWEEN MH-12C AND MH-12B

UNTIL ALL OTHER WORK WITHIN THE PARKING LOT IS RESTORED TO A LEVEL THAT IS

PASSABLE BY MOTOR VEHICLES.

GENERAL LINETYPES

- POWER DISTRIBUTION SWITCH (HVP OR HVS)

- TRANSFORMER (XF)

- ELECTRICAL PANEL (PNL)

SITE PLAN SYMBOL LEGEND

- UTILITY, ELECTRICAL MANHOLE (MH)E

MH MANHOLE

HVS POWER DISTRIBUTION SWITCH

LF LINEAR FEET

- TREES OR BUSHES

- POINT OF CONNECTION BETWEEN NEW

AND EXISTING WORK

EXISTING DUCT BANK

NEW DUCT BANK

NEW JACK AND BORE

- INLET PROTECTION

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.

1% MIN

2% MAX

6" M

IN

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

AN

S

P

ER

P

ER

PL

AN

S

PLANCLASS "B" CONCRETE

1" SCORED OR SAWCUT

CONTRACTION JOINT

1/4" R (TYP) FORMED

JOINTS ONLY

1/4" DEEP

SCORED

JOINTS3/1

6"

6" (T

YP

EXPANSION JOINT WITH 1/4"

BITUMINOUS JOINT FILLER

TOP OF CURB

1% MIN

2% MAX

COMPACTED SUBGRADE

BASE

SURFACE

FINISHED GRADE

R2"

CURB

4"

6"

6"

8"1'- 0"

2" 2" TOP COURSE 4LT

BINDER COURSE 3LT

BASE COURSE 1-1/4"

DENSE GRADED BASE

SECTION 305 WisDOT

COMPACTED FILL OR

PREPARED SUB-GRADE

(NOTE 1)

NOTE:

1. SUBGRADE TO BE PROOF-ROLLED AND SLOPED

TO DRAIN PER GRADING PLAN.

TACK COAT

NEAT CUT

PAVEMENT

EDGE OF PAVEMENT

EDGE OF PAVEMENT

LIMIT OF PAVEMENT OR MILLING RECONSTRUCTION

EXIST

PAVEMENT SECTION

NEW FULL DEPTH

SAME THICKNESS AS

MILLING TO MATCH

ASPHALT TOP

THICHNESS = (t)

LIMIT OF MILLED SECTION

PLAN

MILLED TRANSITION

AREA VARIES

TRAVEL

LANES

NOTE:

THE COST OF ALL WORK ASSOCIATED WITH PAVEMENT TERMINATION (NEAT CUT, TACK COAT, MILLING AND PAVEMENT REMOVAL) SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS ASPHALT ITEMS.

45°, MAX (TYP)

2'

MIN

MILLED

TRANSITION

LENGTH

VARIES

EXISTING

PAVEMENT

PAVEMENT

RECONSTRUCTION OR

MILLING

CS501

A

SCALE: NTS

SECTIONA

4/CS501

1. FOR TRENCH WIDTHS EXCEEDING 4' REFER TO DETAIL 3 "TYPE 2

UTILITY TRENCH PATCH".

2. 2" MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS

GREATER.

3. BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY

FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6'.

4. 4" MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE

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

GREATER.

4'-0" MAX

1'-0" MAX1'-0" MAX

ABC 100% MIN

COMPACTION

ASPHALTIC CONCRETE

EXISTING

PAVEMENT

TACK COAT (TYP)

TRENCH

BACKFILL

SAW CUT EXISTING

ASPHALT (FULL DEPTH

BOTH SIDES)

4. 4" MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE

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

GREATER. PORTLAND CEMENT CONCRETE (PCC) THICKNESS EQUAL

TO EXISTING.

1. FOR TRENCH WIDTHS 4' OR LESS REFER TO DETAIL 2 "TYPE 1

UTILITY TRENCH PATCH".

2. 2" MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS

GREATER.

3. BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY

FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6'.

TRENCH WIDTHS

GREATER THAN 4'-0"

PATCH WIDTH IN

ACCORDANCE

WITH AGENCY

REQUIREMENTS

TRENCH

BACKFILL

EXISTING

PAVEMENT

TACK COAT (TYP)

SAW CUT EXISTING

ASPHALT (FULL DEPTH

BOTH SIDES)

GRANULAR MATERIAL OR PCC

8'-4" VIF

5' VIF5' VIF5' VIF

ACCESSIBLE SPACES

' V

IF

4" PAINTED PARKING

STALL LINES - WHITE WHITE ACCESSIBILITY SYMBOL

IN BLUE SQUARE

4" PAINTED DIAGONAL

LINES - WHITE

NOTE:

1. ALL PAVEMENT MARKINGS SHALL BE REPLACED TO MATCH EXISTING AT THE

CONCLUSION OF PAVING ACTIVITIES. CONTRACTOR TO CONFIRM LAYOUT

DIMENSIONS, LINE WIDTHS AND STANDARD CAMPUS PAINT COLORS PRIOR TO

REMOVAL OF EXISTING PAVEMENT.

6" M

IN

6"

6" 1'-0"

2" R

3/4" MAX R

AGGREGATE BASE

MATCH EXISTING SLOPE

NOTE:

1. INTEGRAL CURB AND GUTTER SHALL CONFORM TO THE DETAILS SHOWN FOR CONCRETE

CURB AND GUTTER INCLUDING THE TRANSVERSE GUTTER SLOPE.

2. UNLESS OTHERWISE SHOWN ON THE TYPICAL CROSS SECTIONS, THE BASE AGGRATE AND

COMMON EXCAVATION LIMITS ARE 2'-0" BEHIND THE BACK OF CURB.

3. THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO

THE SLOPE OF THE SUBGRADE OR BASE AGGREGATE PROVIDED A 6" MINIMUM GUTTER

THICKNESS IS MAINTAINED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

23 MECHANIC STREET, SPRINGVILLE, NY 14141

CIVIL SITE DETAILS BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM

VOLTAGE FEEDER CLEMENT J.

ZABLOCKI VAMC

5000 W. NATIONAL AVE.

MILWAUKEE, WI 53295

2025/10/09

CS501

SITE

695-22-123

Br CJR

REV 0 - BID DOCUMENTS 2025-10-09

"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".

CERTIFICATE OF AUTHORIZATION NUMBER: 0020000

SCALE: NTS

TYPICAL CONCRETE SIDEWALK DETAIL7SCALE: NTS

TYPICAL CURB DETAIL5 SCALE: NTS

TYPICAL ASPHALT SECTION6

SCALE: NTS

TYPICAL ASPHALT OVERLAY SPLICE4SCALE: NTS

TYPICAL TYPE 2 UTILITY TRENCH PATCH3SCALE: NTS

TYPICAL TYPE 1 UTILITY TRENCH PATCH2SCALE: NTS

TYPICAL PARKING STALL LAYOUT1

GENERAL NOTES

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

SCALE: NTS

TYPICAL CONCRETE CURB & GUTTER8

ABBREVIATIONS

MAX MAXIMUM

MIN MINIMUM

NTS NOT TO SCALE

PCC PORTLAND CONCRETE CEMENT

TYP TYPICAL

VIF VERIFY IN FIELD