S02 - 695-22-123 Drawings Part 3 of 4.pdf
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- Solicitation number
- 36C25226B0023
About this file
These are bid documents for the Upgrade North Campus Medium Voltage Feeder project at the Clement J. Zablocki VA Medical Center in Milwaukee, Wisconsin. The project is numbered 695-22-123 and includes comprehensive civil, utilities, and electrical work with an issue date of October 9, 2025.
The civil scope includes site details for tree planting, tree staking stabilization, tree protection with rigid plastic mesh guards, seeded lawn establishment, storm inlet protection with fiber roll and filter fabric, and typical silt fence details. The utilities work encompasses a complete civil utilities plan showing jack and bore operations, new duct bank installations, and profiles connecting multiple manholes (MH-36, MH-36A, MH-36B, MH-12, MH-12A, MH-12B, MH-12C, MH-12D, MH-12E) with storm water, water, gas, phone, and fiber lines at various stations. The electrical demolition work requires removal of existing medium voltage cables, transformers, switchgear, and pedestals across five zones, with detailed feeder schedules identifying cable sizes, lengths, source designations (Source "A" or "B"), and specific actions (replace or remove). The electrical proposed work includes new power distribution switches, transformers, and panel installations at multiple locations with new duct bank and cable routing. The documents specify that all work must comply with the National Electrical Code, VA standards, the Buy American Act, and applicable local codes. Critical buildings requiring continuous power include the Transitional Residence, SPS, Boiler Plant, CLC buildings, and Fisher House. The project involves coordination with WE Energies for existing utility connections and protection of underground utilities during construction.
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RIGID PLASTIC MESH TREE GUARD
TREE STAKING. SEE DETAIL
PLANT SHALL BE SET AT OR
SLIGHTLY ABOVE THE
ESTABLISHED FINISH GRADE
IF B&B, UNTIE AND ROLL BACK BURLAP
FROM MIN. 1/3 OF ROOT BALL.
SYNTHETIC WRAP IS UNACCEPTABLE.
CUT WIRE BASKETS AND REMOVE.
SPECIFIED PLANTING MIX
GRADE TO FORM SAUCER
IN LAWN AREAS ONLY
SCARIFY SIDES AND BOTTOM OF TREE PIT TO
PREVENT GLAZING OF SUBGRADE. SET TREE
DIRECTLY ON SUBGRADE TO PREVENT SETTLING.
EXISTING SUB GRADE
DEPTH OF ROOT BALL +/-6"
FINISHED GRADE
VARIES
4" SPECIFIED SHREDDED BARK MULCH
3 X THE WIDTH OF ROOT BALL
6" MI
N
NOTES:
1. SEE PLANS FOR EXTENTS
2. WHEN SURFACE IS SEEDED, INCLUDE
STRAW MULCH OR NATURAL COLOR
HYDROMULCH
3. ADD STARTER FERTILIZER PER SOILS
TEST RESULT
HYDROMULCH
INTO SOIL OR HYDROSEEDED
3" TURF SOIL. ROLL AND COMPACT
TO 85% PROCTOR DENSITY
CONCRETE SAND WITH COMPOST
AMENDMENT @ 1.5 CY / 1000 SF
UNDISTURBED SUBGRADE
OR COMPACTED FILL
DEMARCATION LAYER9"
1'- 0"
C
OV
ER
SE
E
PL
AN
S 3"
SECTION VIEW
PLAN VIEW
PREVAILING
WIND
LODGE POLE STAKES
RUBBER TREE TIES
REMOVE NURSERY STAKE. IF CENTRAL LEADER
NEEDS TO BE STRAIGHTENED OR HELD ERECT,
IT IS ACCEPTABLE TO ATTACH A 1/2" X 8' BAMBOO
POLE TO THE CENTRAL LEADER AND TRUNK
THREE (3) TWO INCH LODGE POLE STAKES.
INSTALL APPROXIMATELY 2" AWAY FROM THE
EDGE OF THE ROOT BALL. STAKE LOCATION SHALL
NOT INTERFERE WITH PERMANENT BRANCHES.
32" LONG NON-ABRASIVE RUBBER TIES.
RIGID PLASTIC MESH TREE GUARD
2'- 0"
6'- 0"
KEEP OUT
TREE PROTECTION
AREA
NOTES:
1. OUTSIDE EDGE OF GUARD SHOULD BE PLACED AT DRIPLINE OR AS INDICATED
ON DEMOLITION PLAN, WHICHEVER IS GREATER. GUARDS MAY BE PLACED
AROUND INDIVIDUAL TREES OR GROUPS OF TREES AS SHOWN ON PLAN.
TENSIONED 12 GA TOP
WIRE SECURED TO FENCE
8.5" x 11" SIGN LAMINATED IN PLASTIC
SPACED EVERY 50' ALONG FENCE
48" ORANGE POLYPROPYLENE
CONTRACTOR-GRADE
CONSTRUCTION FENCE
FINISH GRADE
CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA
4'- 0"
VARIES, 8' MAX
3'-0"
MINEMBEDMENT 18" MIN
24" MAX
12" MIN
FLOW FLOW
FL
OW
FLOW
PLACE SANDBAGS OVER
FIBER ROLL TO HOLD IN PLACE
(TYP)
6" FIBER ROLL (MIN)
FIBER ROLL ENDS SHALL BE
OVERLAPPED 12" MIN AND TIED
TOGETHER
STORM DRAIN INLET
1' MIN
DROP INLET
WITH GATE
2"X4" WOOD FRAME
1.5' MAX
3' MIN
GATHER EXCESS
AT CORNERS
FRAME
FABRIC
STAKE
CONSTRUCTION SPECIFICATIONS
1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR
SHORT TERM APPLICATIONS.
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE
NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE.
3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL
WITH A MINIMUM LENGTH OF 3 FEET.
4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18
INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE
OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT.
5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND
BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME.
6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE
FABRIC FOR OVER FLOW STABILITY.
MAXIMUM DRAINAGE AREA 1 ACRE
BURIED
FABRIC
WOVEN WIRE FENCE (MIN 14 1/2
GAUGE W/ MAX 6" MESH SPACING)
36" MIN LENGTH FENCE
POSTS DRIVEN MIN 16"
INTO GROUND.
HEIGHT OF FILTER
= 16" MIN
8" MIN
FLO
W
FLO
W
10' MAX OC
UNDISTURBED GROUND
EMBED FILTER CLOTH
A MIN OF 6" IN GROUND 4"
16"MIN
WOVEN WIRE FENCE
(MIN 14 1/2 GA W/ MAX 6" MESH SPACING)
WITH FILTER CLOTH
36" MIN FENCE POST
FLOW
COMPACTED SOIL
20"MIN
PERSPECTIVE VIEW
SECTION VIEW
CONSTRUCTION SPECIFICATIONS
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES
OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.
2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH
TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE,
12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-
LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,
MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED
EQUIVALENT.
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
"BULGES" DEVELOP IN THE SILT FENCE.
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
CS502
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: NTS
TYPICAL TREE PLANTING DETAIL1
SCALE: NTS
TYPICAL SEEDED LAWN ESTABLISHMENT DETAIL4
GENERAL NOTES
1. SEE C-001 FOR C-SERIES NOTES AND LEGENDS.
ABBREVIATIONS
GA GAUGE
MAX MAXIMUM
MIN MINIMUM
NTS NOT TO SCALE
TYP TYPICAL
VIF VERIFY IN FIELD
SCALE: NTS
TYPICAL TREE STAKING STABILIZATION DETAIL2 SCALE: NTS
TYPICAL TREE PROTECTION DETAIL3
CS401, CS402
SCALE: NTS
STORM INLET PROTECTION DETAIL5
CS401
CS402
SCALE: NTS
TYPICAL FILTER FABRIC INLET PROTECTION6
CS401
CS402
SCALE: NTS
TYPICALSILT FENCE DETAIL7
CS401
CS402
EXP 03/31/2027
HYDRO EXCAVATION ONLY
IN THIS AREA
T106
T107
EXISTING MH-36
MH-36A
MH-36B
EXISTING MH-12
HVS-12
MH-12B
MH-12D
E
E
E
E
E
E
E
E
E
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
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:
23 MECHANIC STREET, SPRINGVILLE, NY 14141
CIVIL UTILITIES PLAN BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM
VOLTAGE FEEDER CLEMENT J.
ZABLOCKI VAMC
5000 W. NATIONAL AVE.
MILWAUKEE, WI 53295
2025/10/09
CU101
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 NOTES
1. SEE C-001 FOR CIVIL GENERAL NOTES AND LEGENDS
2. SEE CS-401 FOR CIVIL SITE ENLARGED PLAN
3. SEE CU201, CU202 AND CU203 FOR CIVIL UTILITIES ENLARGED PLANS
4. SEE ES501 FOR DUCT BANK DETAILS
5. SEE GC101 THROUGH GC113 FOR PHASING DRAWINGS.
GENERAL LINETYPES
NEW DUCT BANK
- 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 LINEAL FEET
- TREES OR BUSHES
- POINT OF CONNECTION BETWEEN NEW
AND EXISTING WORK
NEW JACK AND BORE
0+00 0+50 1+00 1+50
2+00 2+50 3+00
ST
A:
0+
CL
E
XI
ST
IN
G
MH
-3
ST
A:
3+
CE
NT
ER
M
H3 6-
A
ST
A:
0+
BE
ND
ST
A:
1+
BE
ND
ST
A:
1+
BA
CK
O F
CU
RB
ST
A:
1+
BA
CK
O F
CU
RB
ST
A:
1+
RA
IL
ST
A:
2+
RA
IL
ST
A:
2+
ED
GE
O F
AS
PH
AL
T
ST
A:
2+
ED
GE
O F
AS
PH
AL
T
ST
A:
0+
ED
GE
O F
CO
NC
RE
TE
ST
A:
0+
EL
EC
TR
IC
ST
A:
0+
ED
GE
O F
CO
NC
RE
TE
ST
A:
0+
W
AT
ER
ST
A:
0+
GA
S
ST
A:
0+
PH
ON
E
ST
A:
1+
" S
TO
RM
W
AT
ER
ST
A:
1+
ST
EA
M
EL 630.5
EXIST MH-36
EL 628.5
MH-36A
JA
CK
A
ND
BO
RE
ST
A:
2+
JA
CK
A
ND
B
OR
E
3+00 3+50 4+00 4+50
5+00 5+50 6+00
6+50
ST
A:
3+
CE
NT
ER
M
H-
A
ST
A:
6+
CE
NT
ER
M
H-
B
640 640
ST
A:
4+
BE
ND
ST
A:
5+
BE
ND
ST
A:
5+
BE
ND
ST
A:
4+
" S
TO
RM
W
AT
ER
ST
A:
5+
BA
CK
O F
CU
RB
ST
A:
5+
BA
CK
O F
CU
RB
ST
A:
5+
" S
TO
RM
W
AT
ER
ST
A:
5+
PH
ON
EST
A:
5+
EL
EC
TR
IC
EL 628.5
MH-36A
EL 629.5
MH-36B
ST
A:
5+
W
AT
ER
ST
A:
5+
EL
EC
TR
IC
ST
A:
5+
JA
CK
A
ND
B
OR
E
ST
A:
5+
JA
CK
A
ND
B
OR
E
JA
CK
A
ND
BO
RE
EE
EXISTING
MH-36
MH-36A
E E
MH-36A
MH-36B
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 UTILITIES PLAN AND
PROFILES
BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM
VOLTAGE FEEDER CLEMENT J.
ZABLOCKI VAMC
5000 W. NATIONAL AVE.
MILWAUKEE, WI 53295
2025/10/09
CU201
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
GENERAL NOTES
1. SEE C-001 FOR CIVIL GENERAL 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. LENGTH OF JACK AND BORE ARE APPROXIMATE. CONTRACTOR TO CONFIRM BASED
UPON CONTRACT SPECIFICATIONS AND INDUSTRY BEST PRACTICES.
6. THE PREFERRED VERTICAL CLEARANCE BETWEEN DUCT BANKS AND PIPED UTILITIES
SHALL BE 2'-0" AND THE MINIMUM VERTICAL CLEARANCE SHALL BE 18".
SCALE: 1" = 20'
MH-36A TO MH-36B ENLARGED PLAN3
N
SCALE: 1" = 20'
MH-36 TO MH-36A ENLARGED PLAN1N
SCALE: HORZ: 1" = 20'-0", VERT: 1"=10'-0"
MH-36 TO MH-36A PROFILE2
SCALE: HORZ: 1" = 20'-0", VERT: 1"=10'-0"
MH-36A TO MH-36B PROFILE4
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 LINEAL FEET
- TREES OR BUSHES
- POINT OF CONNECTION BETWEEN NEW
AND EXISTING WORK
NEW DUCT BANK
EXISTING DUCT BANK
7+00 7+50
8+00 8+50 9+00 9+50 10+00
6+50
ST
A:
6+
CE
NT
ER
M
H-
B
ST
A:
+0
CE
NT
ER
E
XI
ST
IN
G
MH
-1
ST
A:
8+
BA
CK
O F
CU
RB
ST
A:
9+
BA
CK
O F
CU
RB
ST
A:
9+
BA
CK
O F
CU
RB
ST
A:
7+
GA
S ST
A:
7+
" S
TO
RM
W
AT
ER
ST
A:
7+
BA
CK
O F
CU
RB
ST
A:
9+
EL
EC
TR
IC
ST
A:
8+
PH
ON
E
EL 629.5
MH-36B
EL 626.0
EXIST MH-12
ST
A:
9+
JA
CK
A
ND
B
OR
E
ST
A:
8+
JA
CK
A
ND
B
OR
E
ST
A:
7+
JA
CK
A
ND
B
OR
E
E E
MH-36B EXISTING MH-12
HVS-12
WORKSHOPS RD.
BARRON CT.
R
ED
A R
R O
W
CIR
CLE
10+00 10+50 11+00 11+50 12+00 12+50 13+00
ST
A:
+0
CE
NT
ER
E
XI
ST
IN
G
MH
-1
ST
A:
+8
CE
NT
ER
M H-
B
ST
A:
+6
BE
ND ST
A:
+4
ED
GE
O
F
SI
DE
W
AL
K
ST
A:
+5
BE
ND
ST
A:
+1
EL
EC
TR
IC
ST
A:
+5
GA
S ST
A:
+6
FI
BE
R
EL 621.5
MH-12A
EL 626.0
EXIST MH-12
ST
A:
+9
CO
NC
RE
TE
C
UL
VE
RT
ST
A:
+2
CO
NC
RE
TE
C
UL
VE
RT
ST
A:
+7
" S
TO
RM
W
AT
ER
EL 617.6
TOP OF CULVERT
EL 610.6
INVERT CULVERT
610 610
ST
A:
+0
CE
NT
ER
M H-
A
EE E
EXISTING MH-12
HVS-12
MH-12B
CONCRETE CULVERT
MH-12A
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 UTILITIES PLAN AND
PROFILES
BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM
VOLTAGE FEEDER CLEMENT J.
ZABLOCKI VAMC
5000 W. NATIONAL AVE.
MILWAUKEE, WI 53295
2025/10/09
CU202
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
GENERAL NOTES
1. SEE C-001 FOR CIVIL GENERAL 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. LENGTH OF JACK AND BORE ARE APPROXIMATE. CONTRACTOR TO CONFIRM BASED
UPON CONTRACT SPECIFICATIONS AND INDUSTRY BEST PRACTICES.
6. THE PREFERRED VERTICAL CLEARANCE BETWEEN DUCT BANKS AND PIPED UTILITIES
SHALL BE 2'-0" AND THE MINIMUM VERTICAL CLEARANCE SHALL BE 18".
SCALE: 1" = 20'
MH-36B TO EXISTING MH-12 ENLARGED PLAN1N
SCALE: HORZ: 1" = 20'-0", VERT: 1"=10'-0"
MH-36B TO EXISTING MH12 PROFILE2
SCALE: 1" = 20'
EXISTING MH-12 TO MH-12B ENLARGED PLAN3
N
SCALE: HORZ: 1" = 20'-0", VERT: 1"=10'-0"
EXISTING MH-12 TO MH-12B PROFILE4
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 LINEAL FEET
- TREES OR BUSHES
NEW DUCT BANK
EXISTING DUCT BANK
E E
MH-12D
BLDG 115
EXISTING ELECTRICAL
DUCT BANK
LINCOLN DR.
MH-12E
E EE
MH-12B MH-12D
G E
N E
R A
L
M
ITC
H E
LL
B
LV
D
WASHINGTON DR.
MH-12C
13+00 13+50 14+00 14+50
15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
ST
A:
+8
CE
NT
ER
O F
MH
-1
2B
ST
A:
+7
CE
NT
ER
O F
MH
-1
2D
ST
A:
+2
BA
CK
O
F
CU
RB
ST
A:
+4
BA
CK
O
F
CU
RB
ST
A:
+7
ED
GE
O
F
PA
RK
IN
G
LO
T
ST
A:
+7
ED
GE
O
F
PA
RK
IN
G
LO
T
ST
A:
+9
PH
ON
E
ST
A:
+8
EL
EC
TR
IC
ST
A:
+6
EL
EC
TR
IC
ST
A:
+6
EL
EC
TR
IC
EL 625.5
MH-12B
EL 621.5
MH-12A
ST
A:
+5
JA
CK
A
ND
B
OR
E
ST
A:
+0
ED
GE
O
F
SI
DE
W
AL
K
ST
A:
+0
JA
CK
A
ND
B
OR
E
ST
A:
+8
CE
NT
ER
O F
MH
-1
2C
ST
A:
+4
" S
TO
RM
W
AT
ER
ST
A:
+3
" S
TO
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19+00 19+50 20+00 20+50 21+00 21+50 22+00
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A:
+7
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NT
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MH
-1
2D
22+50
615 615
ST
A:
+1
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TI
NG
CO
NN
EC
TI
ON
P
OI
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ST
A:
+0
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O
F
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DE
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ST
A:
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SI
DE
W
AL
K
ST
A:
+3
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CK
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CU
RB
ST
A:
+6
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CK
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CU
RB
ST
A:
+8
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ST
A:
+9
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ST
A:
+9
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GE
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DE
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A:
+1
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EC
TR
IC
ST
A:
+3
ST
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A:
+7
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ST
A:
+9
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A:
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MH-12B
JA
CK
A
ND
BO
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A:
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CK
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A:
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MH
-1
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SI
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NK
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W
N
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 UTILITIES PLAN AND
PROFILES
BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM
VOLTAGE FEEDER CLEMENT J.
ZABLOCKI VAMC
5000 W. NATIONAL AVE.
MILWAUKEE, WI 53295
2025/10/09
CU203
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-12D TO BLDG 115 ENLARGED PLAN3
N
SCALE: 1" = 20'
MH-12A TO MH-12B ENLARGED PLAN1
N
SCALE: HORZ: 1" = 20'-0", VERT: 1"=10'-0"
MH-12B TO MH-12D PROFILE2
SCALE: HORZ: 1" = 20'-0", VERT: 1"=10'-0"
MH-12D TO BLDG 115 PROFILE4
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 LINEAL FEET
- TREES OR BUSHES
- POINT OF CONNECTION BETWEEN NEW
AND EXISTING WORK
NEW DUCT BANK
EXISTING DUCT BANK
NEW JACK AND BORE
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. LENGTH OF JACK AND BORE ARE APPROXIMATE. CONTRACTOR TO CONFIRM USING JACK
AND BORE DESIGN CRITERIA.
6. THE PREFERRED VERTICAL CLEARANCE BETWEEN DUCT BANKS AND PIPED UTILITIES
SHALL BE 2'-0" AND THE MINIMUM VERTICAL CLEARANCE SHALL BE 18".
KEYED NOTES
1 AS INDICATED IN RECORD DRAWINGS FROM VAPROJECT 659-352. NOT IDENTIFIED IN RA
SMITH SURVEY.
2 REFER TO CS402 AND GC102 FOR ADDITIONAL INFORMATION ON PHASED WORK WITHIN
THE PARKING LOT.
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
ELECTRICAL GENERAL NOTES AND
LEGEND
BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM
VOLTAGE FEEDER CLEMENT J.
ZABLOCKI VAMC
5000 W. NATIONAL AVE.
MILWAUKEE, WI 53295
2025/10/09 E-001
SITE
695-22-123
CJR DAK
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
MOLDED CASE CIRCUIT BREAKER
ELECTRICAL SYMBOLS - POWER PLAN
GENERAL NOTES
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE, CONTRACTOR RESPONSIBLE
FOR DETERMINING EXACT ROUTINGS AND DEVICE PLACEMENT IN FIELD.
2. ALL ELECTRICAL DEVICES, FIXTURES, EQUIPMENT AND FEEDERS SHALL BE
INSTALLED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, THE
MANUFACTURERS RECOMMENDED PROCEDURES, ALL APPLICABLE LOCAL
AND STATE CODES, AMERICANS WITH DISABILITIES ACT AND WITH THE
LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND VA STANDARDS.
3. PROVIDE ADDITIONAL SUPPORT FOR DEVICES, FIXTURES,EQUIPMENT AND
FEEDERS WHERE THE BUILDING CONSTRUCTION IS NOT SUITABLE FOR
DIRECT MOUNTING.
4. FIRESTOP, DRAFTSTOP, SMOKESTOP AND/OR PROTECT THE ANNULAR
SPACE AROUND ALL PENETRATIONS THROUGH WALLS, PARTITIONS,
FLOORS, CEILINGS AND ROOFS IN ACCORDANCE WITH REQUIREMENTS OF
THE NATIONAL ELECTRICAL CODE, UL LISTING REQUIREMENTS AND THE
APPLICABLE BUILDING CODES.
5. VERIFY CEILING SYSTEMS AND PROVIDE MOUNTING ACCESSORIES, TRIMS
AND ALL REQUIRED MOUNTING HARDWARE TO SUIT THE PARTICULAR
INSTALLATION.
6. PROTECT EXISTING UNDERGROUND AND BUILDING INTERIOR UTILITIES
DURING CONSTRUCTION.
7. BRANCH CIRCUIT CONDUCTORS SHALL BE 12 AWG COPPER MINIMUM.
8. COORDINATE ANY AND ALL WORK WITH ALL OTHER TRADES PRIOR TO
INSTALLATION SO AS TO AVOID CONFLICT DURING CONSTRUCTION.
9. ALL PANELS SHALL HAVE TYPED, COMPLETED DIRECTORIES INDICATING
EQUIPMENT SERVED AND ROOM NUMBER (AS INDICATED ON FINAL BUILDING
ROOM SIGNAGE) OF EQUIPMENT LOCATION, OR SPARE OR SPACE.
10. MANUFACTURERS NAME AND MODEL NUMBER ARE GIVEN FOR DESCRIPTIVE
PURPOSES TO INDICATE A QUALITY STANDARD, AND ARE NOT INTENDED TO
LIMIT PRODUCTS TO A PARTICULAR MANUFACTURER, PRODUCTS DEEMED
EQUAL AND APPROVED BY THE DESIGNER WILL BE ACCEPTED. ALL
PRODUCTS MUST COMPLY WITH "BUY AMERICAN ACT".
11. ALL FEEDERS AND CIRCUITRY SHALL BE TORQUED PER THE PANELS,
BREAKER AND/OR PARTICULAR EQUIPMENT MANUFACTURERS
SPECIFICATIONS.
12. CIRCUITRY TO SWITCHES, RECEPTACLES AND ALL OTHER DEVICES SHALL BE
TERMINATED ON THE DEVICES SCREW TERMINALS.
13. MOUNTING HEIGHTS INDICATED ARE TO CENTER OF DEVICE, OUTLET,
FIXTURE OR EQUIPMENT UNLESS OTHERWISE NOTED.
14. ALL WIRE TERMINATIONS SHALL BE RATED FOR 75 DEGREES C.
15. ALL CONDUCTORS SHALL HAVE THHN/THWN INSULATION, UNLESS
OTHERWISE NOTED.
16. ALL CONDUIT SHALL BE RGS OR EMT UNLESS OTHERWISE NOTED. FMC
CONDUIT SHALL BE USED ON VIBRATING EQUIPMENT (MAXIMUM LENGTH OF
SIX (6) FEET). PVC SHALL BE USED FOR UNDERGROUND CONDUIT OR WHERE
CONCRETE-ENCASED. WHERE VIBRATING EQUIPMENT IS LOCATED OUTSIDE,
LMFC CONDUIT SHALL BE USED (MAXIMUM SIX (6) FEET) FOR FINAL
CONNECTIONS.
17. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT SHALL
BE LABEL LISTED BY AN APPROVED THIRD PARTY TESTING AGENCY.
18. IN CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE
CONTRACT DRAWINGS, THE BETTER QUALITY, MORE STRINGENT
REQUIREMENTS OR GREATER QUANTITY OF WORK, AS DETERMINED BY THE
GOVERNMENT, SHALL BE PROVIDED.
19. COMPRESSION COUPLINGS SHALL NOT BE USED. NO SET SCREW FITTINGS
ARE ALLOWED, EXCEPT 2-1/2" OR LARGER. FOR EMT OR IMT CONDUIT.
20. CONTRACTOR TO TERMINATE ALL EQUIPMENT FEEDERS PER
MANUFACTURERS INSTRUCTIONS
21. ALL SINGLE PHASE TRANSFORMER PRIMARY CONNECTION TYPE SHALL BE
LINE-TO-LINE.
GENERAL NOTES DEMOLITION
1. FOR EXISTING EQUIPMENT, SUCH AS LIGHTING FIXTURES, WIRING DEVICES,
CONDUITS, ETC., SHOWN ON PLANS TO BE REMOVED, COMPLETELY CUT/CAP
CONDUITS AT THE AREA OF WORK PERIMETER AND REMOVE CONDUIT
WITHIN THE WORK AREA, DISCONNECT WIRING AT THE OVERCURRENT
PROTECTIVE DEVICE AND REMOVE WIRING COMPLETELY FROM THE
ABANDONED CONDUITS.
2. DISCONNECT ALL ABANDONED WIRING OF 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.
4. COORDINATE ALL EXCAVATION WORK WITH WE ENERGIES AND DIGGERS
HOTLINE BEFORE COMMENCEMENT OF WORK.
5. CONTRACTOR TO REPLACE ALL LOW VOLTAGE PANELS IN KIND, USING
EXISTING MOUNTING METHODS AND LOCATIONS
GENERAL SYMBOLS
1PH SINGLE-PHASE
1P SINGLE POLE
2/C TWO-CONDUCTOR
3/C THREE-CONDUCTOR
3PH THREE-PHASE
4/C FOUR-CONDUCTOR
4W FOUR-WIRE
A/C UNIT AIR CONDITIONING UNIT
A/E ARCHITECT/ENGINEER
AAP ALARM ANNUNCIATOR PANEL
AC ALTERNATING CURRENT OR
ARMORED CABLE
ACC ACCESSIBLE
ADDL ADDITIONAL
ADJ ADJACENT, ADJOINING
ADO AUTOMATIC DOOR OPENER
AF AMPERE FRAME OR AMP FUSE
AFC ABOVE FINISHED COUNTER,
AUTOMATIC FREQUENCY
CONTROL, OR AVAILABLE FAULT
CURRENT
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AH AMPERE HOUR
AHJ AUTHORITY HAVING
JURISDICTION
AIC AMPERE INTERRUPTING
CAPACITY
ALT ALTERNATE
AMB OR A AMBIENT
AMP AMPERE
ARCH ARCHITECT
ASC AMPS SHORT CIRCUIT
AT AMPERE TRIP
ATS AUTOMATIC TRANSFER SWITCH
AUTO AUTOMATIC
AV AUDIO VISUAL
BAT BATTERY
BC BARE COPPER
BD BOARD
BFF BELOW FINISH FLOOR
BIL BASIC INSULATION LEVEL
BLDG BUILDING
BRKR BREAKER
BYP BY PASS
C CONDUIT
CAB CABINET
CALC CALCULATE
CAP CAPACITY
CAT CATALOG
CATV COMMUNITY ANTENNA
TELEVISION
CCR CONTROL CONTACTOR
CCTV CLOSED CIRCUIT TELEVISION
cd CANDELA
CD CONSTRUCTION DOCUMENTS
CF CONTRACTOR FURNISHED
CF/CI CONTRACTOR
FURNISHED/CONTRACTOR
INSTALLED
CF/OI CONTRACTOR
FURNISHED/OWNER INSTALLED
CFE CONTRACTOR FURNISHED
EQUIPMENT
CHW CHILLED WATER
CHWP CHILLED WATER PUMP
CKT CIRCUIT
CKT BRKR CIRCUIT BREAKER
CLF CURRENT LIMITING FUSE
CLG CEILING
CMU CONCRETE MASONRY UNIT
COAX COAX CABLE
COMM COMMUNICATION
COMP COMPUTER
COMPT COMPARTMENT
CONC CONCRETE
CONT CONTINUE
CONTR CONTRACTOR
COORD COORDINATE
CPT CONTROL POWER
TRANSFORMER
CRI COLOR RENDERING INDEX
CT CURRENT TRANSFORMER
CTV CABLE TELEVISION
CU COPPER
CU FT CUBIC FEET
CUR CURRENT
DB DECIBEL OR DIRECT BURIAL
DC DIRECT CURRENT
DCP DIMMER CONTROL PANEL
DEG C DEGREES CELSIUS
DEG F DEGREES FAHRENHEIT
DEMO DEMOLITION
DIAG DIAGRAM
DISC DISCONNECT
DISTR DISTRIBUTION
DISTR PNL DISTRIBUTION PANEL
DMR SW DIMMER SWITCH
DN DOWN
DPDT DOUBLE POLE, DOUBLE THROW
DPST DOUBLE POLE, SINGLE THROW
DRSW DOOR SWITCH
DS DISCONNECT SWITCH
DWG DRAWING
EC EMPTY CONDUIT
EG EQUIPMENT GROUND
EL ELEVATION
ELEC ELECTRIC OR ELECTRICAL
ELEV ELEVATOR
EMCP EMERGENCY MONITORING
CONTROL PANEL
EMER EMERGENCY
EMI ELECTROMAGNETIC
INTERFERENCE
EMT ELECTRICAL METALLIC TUBING
ENCL ENCLOSURE
EPO EMERGENCY POWER OFF
EPRF EXPLOSION PROOF
ESMT EASEMENT
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
EXIST EXISTING
FA FIRE ALARM
FAAP FIRE ALARM ANNUNCIATOR
PANEL
FABL FIRE ALARM BELL
FABX FIRE ALARM BOX
FACP FIRE ALARM CONTROL PANEL
FC FOOTCANDLE
FI FILM ILLUMINATOR
FIXT FIXTURE
FLA FULL LOAD AMPS
FLEX FLEXIBLE METALLIC CONDUIT
FLT FLOODLIGHT
FOUTT TELEPHONE FLOOR OUTLET
FP FIRE PROTECTION
FT FEET OR FOOT
FU SW FUSED SWITCH
FVNR FULL VOLTAGE NON-REVERSING
FVR FULL VOLTAGE REVERSING
GND GROUND
GEN GENERATOR
GFCI GROUND FAULT CIRCUIT
INTERRUPTER
GTB GROUND TERMINAL BOX
HID HIGH INTENSITY DISCHARGE
HOA HAND-OFF-AUTOMATIC
HP HORSEPOWER
HT HEIGHT
HVP HIGH VOLTAGE PEDESTAL
HVS HIGH VOLTAGE SWITCH
HZ HERTZ
IESNA ILLUMINATION ENGINEERING
SOCIETY OF NORTH AMERICA
IMC INTERMEDIATE METAL CONDUIT
INCAND INCANDESCENT
IR INFRARED
IWH INSTANTANEOUS WATER HEATER
J-BOX JUNCTION BOX
kV KILOVOLT kVA KILOVOLT AMPERE kVAH KILOVOLT AMPERE PER HOUR kVAR KILOVOLT AMPERE REACTIVE kW KILOWATT kWH KILOWATT HOUR kWHM KILOWATT HOUR METER
LED LIGHT EMITTING DIODE
LF LINEAR FEET (FOOT)
LM LUMEN
LP LIGHT POLE
LPS LOW PRESSURE SODIUM
LRA LOCKED ROTOR AMPS
LTCP LOCAL TEMPERATURE CONTROL
PANEL
LT LIGHT
LTG LIGHTING
LTG PNL LIGHTING PANEL
LTNG LIGHTNING
LV LOW VOLTAGE
MATV MASTER ANTENNA TELEVISION
SYSTEM
MAX MAXIMUM
MC METAL-CLAD
MCA MINIMUM CIRCUIT AMPS
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL CENTER
MDP MAIN DISTRIBUTION PANEL
MECH MECHANICAL
MG MOTOR GENERATOR
MH MANHOLE
MIN MINIMUM
MOCP MAXIMUM OVERCURRENT
PROTECTION
MLO MAIN LUGS ONLY
MT MOUNT
MTD MOUNTED
MTG MOUNTING
MTS MANUAL TRANSFER SWITCH
MV MEDIUM VOLTAGE
MVA MEGAVOLT-AMPERE
MW MEGAWATT MICROWAVE
NA NOT APPLICABLE
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL
MANUFACTURERS ASSOCIATION
NEUT OR
N
NEUTRAL
NFPA NATIONAL FIRE PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NL NIGHT LIGHT
NO NORMALLY OPEN
NS NO SCALE
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OL OVERLOAD
P POLE
PA PUBLIC ADDRESS
PB PANELBOARD, PULL BOX, OR
PUSHBUTTON
PBPU PREFABRICATED BEDSIDE
PATIENT UNIT
PCB POLYCHLORINATED BIPHENYL
PEC PHOTOELECTRIC CELL
PED PEDESTAL
PEND PENDANT
PF POWER FACTOR
PH PHASE
PNL PANEL
POD POWER OPERATED DAMPER
PT POTENTIAL TRANSFORMER
PTRV POWER TYPE ROOF VENTILATION
PVC POLYVINYL CHLORIDE (PLASTIC)
PWR POWER
RCP REFLECTED CEILING PLAN
REC RECESSED
RECPT RECEPTACLE
RGS RIGID GALVANIZED STEEL
RM ROOM
RMS ROOT MEAN SQUARE
REQ'D REQUIRED
SCC SHORT CIRCUIT CAPACITY
SES SERVICE ENTRANCE SECTION
SD SMOKE DETECTOR
SF SQUARE FOOT (FEET)
SHT SHEET
SI INTERNATIONAL SYSTEM OF
UNITS
SPEC SPECIFICATION
SPST SINGLE POLE, SINGLE THROW
SURF SURFACE
SW SWITCH
SWBD SWITCHBOARD
SWGR SWITCHGEAR
TC TIME CLOCK
TE TELECOMMUNICATION
ENCLOSURE
TEL TELEPHONE
TP TWISTED PAIR
TPS TWISTED PAIR SHIELDED
TTB TELEPHONE TERMINAL BOARD
TV TELEVISION
TYP TYPICAL
UFD UNDERFLOOR DUCT
UGND UNDERGROUND
UL UNDERWRITERS LABORATORY
UON UNLESS OTHERWISE NOTED
UPS UNINTERRUPTIBLE POWER
SUPPLY
UTIL UTILITY
V VOLT
VA VOLT AMPERE
VAR VOLT AMPERE REACTIVE
VFD VARIABLE FREQUENCY DRIVE
VOLT VOLTAGE
W WATT
WH WATER HEATER
WP WEATHERPROOF
XFER TRANSFER
XFMR TRANSFORMER
ELECTRICAL ABBREVIATIONSSITE DEMOLITION LINE TYPES
DETAIL CALLOUT
AREA CALLOUT
K
BUILDING NUMBER
CABLE NUMBER
KIRK-KEY
MANHOLE
HIGH VOLTAGE SWITCH WITH KIRK KEY INTERLOCK
TRANSFORMER WITH DISCONNECT
TRANSFORMER WITH FEED SELECTOR
AND INTEGRAL LOW VOLTAGE PANEL
TRANSFORMER WITH INTEGRAL LOW VOLTAGE PANEL
TRANSFORMER WITH FEED SELECTOR
HIGH VOLTAGE PEDESTAL
LOW VOLTAGE PANEL
NON-FUSED SWITCH
FUSED SWITCH
STREET LIGHT/LIGHT POLE
NON-FUSED DISCONNECT
SYNCHRONOUS RELAY
MEDIUM VOLTAGE CABLE INSTALLATION NOTES:
1. CABLES SHALL BE PULLED INTO DUCTS WITH EQUIPMENT DESIGNED FOR THIS PURPOSE,
INCLUDING POWER-DRIVEN WINCHES, CABLE FEEDING FLEXIBLE TUBE GUIDES, CABLE GRIPS,
PULLING EYES AND LUBRICANTS. A SUFFICIENT NUMBER OF TRAINED PERSONNEL AND
EQUIPMENT SHALL BE EMPLOYED TO ENSURE THE CAREFUL AND PROPER INSTALLATION OF
THE CABLE.
2. CABLE REELS SHALL BE SET UP AT THE SIDE OF THE MANHOLE OPENING AND ABOVE THE
DUCT OR HATCH LEVEL, ALLOWING CABLES TO ENTER THROUGH THE OPENING WITHOUT
REVERSE BENDING. FLEXIBLE TUBE GUIDES SHALL BE INSTALLED THROUGH THE OPENING IN
A MANNER THAT WILL PREVENT CABLES FROM RUBBING ON THE EDGES OF ANY STRUCTURAL
MEMBER.
3. CABLES SHALL BE UNREELED FROM THE TOP OF THE REEL. PAY-OUT SHALL BE CAREFULLY
CONTROLLED. CABLES TO BE PULLED SHALL BE ATTACHED THROUGH A SWIVEL TO MAIN
PULLING WIRE BY MEANS OF A SUITABLE CABLE GRIP AND PULLING EYE.
4. CABLE MAXIMUM PULL LENGTH, MAXIMUM PULLING TENSION AND MINIMUM BEND RADIUS
SHALL CONFORM WITH THE RECOMMENDATIONS OF THE CABLE MANUFACTURER. DO NOT
BEND CABLE TIGHTER THAN MINIMUM BEND RADIUS AT ANY TIME BEFORE DURING OR AFTER
INSTALLATION. DO NOT EXCEED MAXIMUM SIDEWALL PRESSURE
5. SEAL THE CABLE ENDS PRIOR TO PULLING TO PREVENT THE ENTRY OF MOISTURE OR
LUBRICANT.
6. USE SUITABLE LUBRICATING COMPOUNDS ON THE CABLE TO PREVENT PULLING DAMAGE.
PROVIDE COMPOUNDS THAT ARE NOT INJURIOUS TO THE CABLE JACKET AND DO NOT HARDEN
OR BECOME ADHESIVE. DO NOT BEND THE CABLE TIGHTER THAN THE MINIMUM BEND RADIUS
AT ANY TIME BEFORE DURING OR AFTER INSTALLATION.
7. CABLES SHALL BE LIBERALLY COATED WITH A SUITABLE LUBRICANT AS THEY ENTER THE
TUBE GUIDE OR DUCT. ROLLERS SHALL CONFORM TO THE MINIMUM BENDING RADIUS OF THE
CABLE.
8. CABLES SHALL BE PULLED INTO DUCT AT A REASONABLE SPEED. CABLE PULLING USING A
VEHICLE SHALL NOT BE PERMITTED. PULLING OPERATIONS SHALL BE STOPPED IMMEDIATELY
AT ANY INDICATION OF BINDING OR OBSTRUCTION, AND SHALL NOT BE RESUMED UNTIL THE
POTENTIAL FOR DAMAGE TO THE CABLES IS CORRECTED. SUFFICIENT SLACK SHALL BE
PROVIDED FOR FREE MOVEMENT OF CABLES DUE TO EXPANSION OR CONTRACTION.
9. CABLES CUT IN THE FIELD SHALL HAVE THE CUT ENDS IMMEDIATELY SEALED TO PREVENT
ENTRANCE OF MOISTURE.
10. CONTRACTOR PROVIDE A STATEMENT THAT EACH TERMINATION WAS COMPLETELY
INSTALLED IN A SINGLE CONTINUOUS WORK PERIOD BY A SINGLE QUALIFIED WORKER
WITHOUT ANY OVERNIGHT INTERRUPTION.
11. SOLDER BLOCK THROUGHOUT STRANDED GROUNDING WIRES THAT MIGHT PENETRATE THE
TERMINATING MATERIALS.
12. USE MIRRORS TO OBSERVE THE INSTALLATION OF MATERIALS ON THE BACKSIDES OF
TERMINATIONS.
13. EMPLOYEES WHO SHALL INSTALL TERMINATIONS AND TEST THE CABLES SHALL HAVE NOT
FEWER THAN FIVE (5) YEARS OF EXPERIENCE SPLICING AND TERMINATING CABLES
EQUIVALENT TO THOSE BEING TERMINATED, INCLUDING EXPERIENCE WITH THE MATERIALS IN
THE KITS.
14. COVER ALL CABLE SEGMENTS EXPOSED IN MANHOLES AND PULL-BOXES WITH FIREPROOFING
TAPE.
15. CABLE SPLICES SHALL BE WATERPROOF, ACCESSIBLE, PROPERLY BONDED AND
MECHANICALLY SECURED. USE 200A DEADBREAK LOCKING SPLICES OR EQUAL.
16. ALL CABLES SHALL BE TESTED PRIOR TO COMMISSIONING IN ACCORDANCE WITH
SPECIFICATION 26-05-13 SECTION 3.7(C).
17. ALL MEDIUM VOLTAGE TERMINATIONS SHALL BE LOAD BREAK TYPE ELBOWS AND TEES.
WORK HOURS
SCHEDULED POWER OUTAGE
1. CONTRACTOR SHALL PERFORM WORK DURING NORMAL WORK HOURS
(7:00 AM - 4:30 PM) UNLESS OTHERWISE APPROVED BY THE COR.
2. NON-POWERED WORK OUTAGES TO BE PERFORMED OUTSIDE OF
NORMAL WORK HOURS (OFF SHIFT), INCLUDUING FEDERAL HOLIDAYS,
SHALL BE SCHEDULED WITH THE COR THREE WEEKS BEFORE
COMMENCEMENT OF WORK.
3. REFERENCE SPECIFICATION 01-01-10SN PARAGRAPH 3.21 FOR
ADDITIONAL INFORMATION.
1. ALL POWER OUTAGES MUST BE REQUESTED BY THE GENERAL
CONTRACTOR TO THE COR AT LEAST THREE (3) WEEKS IN ADVANCE.
2. WORK THAT REQUIRES EXTENDED POWER SHUT DOWNS TO THE
ENTIRE NORTH CAMPUS LOOP AND WORK THAT REQUIRES POWER
SHUT DOWNS TO CRITICAL BUILDINGS SHALL BE LIMITED TO THE
WEEKENDS.
3. OTHER WORK THAT REQUIRES POWER SHUTDOWNS SHALL BE
PLANNED AND LIMITED TO OFF HOURS AND WEEKENDS.
CRITICAL BUILDING LIST
BUILDING - 11 - TRANSITIONAL RESIDENCE
BUILDING - 102 - SPS
BUILDING - 112 - BOILER PLANT
BUILDING - 146 - CLC
BUILDING - 147 - CLC
BUILDING - 148 - CLC
BUILDING - 150 - FISHER HOUSE
SINGLE LINE DEMOLITION LINE TYPES
SINGLE LINE PROPOSED LINE TYPES
SITE PROPOSED LINE TYPES
DEMOLISH
EXISTING
REMOVE AND REPLACE
NEW
EXISTING
MATCHLINE
EXISTING CABLE
DEMOLISH
ABANDONED DUCT BANK
REMOVED CABLE
MATCHLINE
EXISTING DUCT BANK AND NEW CABLE
NEW DUCT BANK / CABLE / EQUIPMENT
ABANDONED DUCT BANK
EXISTING LOW VOLTAGE DUCT BANK
Exp.: 12/31/2028
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
AutoCAD SHX Text one quarter inch = one foot
ZONE 5
1/ED405
1/ED404
1/ED402
1/ED401
109110
T114
7 2
6C
6A 6D6B
T105
HVP-22
HVP-23
HVP-K
HVP-15
HVP-18
XF-97
XF-36XF-4
XF-2
HVS-20
PNL-27
XF-27
XF-5
HVP-29
HVP-4
XF-3
GENERAL MITCHELL BLVD
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
JU
NE
AU
A
VE
W
AL
KE
R
DR
IV
E
AMERICAN WARMOTHERS AVE
ZABLOCKI DR
GE
N
MI
TC
HE
LL
B
LV
D
STADIUM LN
GENERAL WOLCOTT BLVD
GENERAL WOLCOTT AVE
WOOD AVE
MEMORIAL DR
FLOWER DR HINES BLV
D
HVP-16
XF-102
XF-49
BCL
XF-108
XF-7
XF-43
XF-119
XF-6
XF-CL1
PNL-49
HVS-146
XF-146
CB-100-CLC
CB-600-146
HVS-147
XF-147
CB-600-147
CB-600-148
XF-148
HVS-148
MH-37
107/108-DS-A
PNL-1
PNL-41
MH-47A
MH-2B
MH-2A
MH
MH-15
MH-20
MH-23
MH-24 MH-25
MH-27 MH-29
MH-31
MH-32
MH-34 MH-35
MH-38
XF-39
MH-9 MH-10
MH-8A
MH-7
PNL-K
HVP-40
HVS-41
HVP-41
XF-MP-FDS
PNL-17
HVP-44
PNL-3
MH-40
MH-43
HVP-42
MH-42
MH-8
MH-18
MH-4
MH-47
MH-13
XF-1301
HVS-23B
MH-13A
PNL-2V
XF-41
MH-39
XF-62
MH-22
MH-21
Cemetery National Wood
Cemetery National Wood
Wheeler Lake
XF-112
PNL-CLC
XF-17
HANK AARON TRAIL BRIDGE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E E
E
E
E
E
E
E
PNL-19
PNL-62
XF-19
T106 T107
HVP-42
GO
LD
ST
AT
E
DR
HVS-SL1
E
XF-SL1
PNL-SL1
MH-3
GENERAL MITCHELL BLVD
HVP-2
MH-44
MH
HVP-20
HVS-23A
HVS-22
HVS-18
HVS-11
HVP-8
XF-16
E
E
XF-14
PNL-14
MH-41
HVS-A
MH-12
XF-41
HVS-16
XF-K
HVS-20
HVP-27
HVP-30
XF-11
PNL-11
HVS-41
XF-41
HVS-36
HVP-31
PNL-16
HVS-2
MH-36
HVP-24
HVP-3
MH-2
PNL-39
HVP-11
MH-11
E
XF-20
HVP-34
XF-1
WAREHOUSE WAY
HVP-36
OUTSIDE SERVICE
NORTH LOT PANEL
MH-30
HVS-4
XF-12
NRF E
ZONE 2
ZONE 1
ZONE 4
ZONE 3
1/ED403
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
ELECTRICAL DEMOLITION SITE
PLAN
BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM
VOLTAGE FEEDER CLEMENT J.
ZABLOCKI VAMC
5000 W. NATIONAL AVE.
MILWAUKEE, WI 53295
2025/10/09
ED101
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
SITE DEMOLITION LINETYPES
MATCHLINE
- POWER DISTRIBUTION SWITCH (HVP OR HVS)
- TRANSFORMER (XF)
- ELECTRICAL PANEL (PNL)
SITE PLAN SYMBOL LEGEND
EXISTING CABLE
SCALE: 1" = 200'
ELECTRICAL DEMOLITION SITE PLAN1
N
- UTILITY, ELECTRICAL MANHOLE (MH)E
DEMOLISH
- BUILDING FED BY WE ENERGIES
- BUILDING FED BY VA
BUILDING SCHEDULE
NUMBER BUILDING
1 VACANT (ON WE ENERGIES)
2 OLD MAIN (ON WE ENERGIES)
3 WADSWORTH LIBRARY
4 SOCIAL CENTER
5 ADMINISTRATIVE SERVICES
6 SERVICE OFFICES
7 COMPENSATED WORK THERAPY
11 TRANSITIONAL RESISENCE
12 VACANT
14 QUARTERS (ON WE ENERGIES)
16 QUARTERS (ON WE ENERGIES)
17 SURGEONS RESIDENCE (ON WE ENERGIES)
18 QUARTERS (ON WE ENERGIES)
19 QUARTERS (ON WE ENERGIES)
20 WAREHOUSE
39 GOVERNOR'S MANSION (ON WE ENERGIES)
41 WARD THEATER
43 DOMICILIARY
49 QUARTERS (ON WE ENERGIES)
50 QUARTERS (ON WE ENERGIES)
57 CEMETERY STAGE
60 GARAGE
62 QUARTERS (ON WE ENERGIES)
64 QUARTERS (ON WE ENERGIES)
70 OLD HOSPITAL, RESEARCH
73 GARAGE
84 GARAGE
91 PUMP HOUSE
97 PAINT SHOP
99 GARAGE
102 SPS
107 GROUNDS STORAGE
108 ARCH/MACHINE SHOP
109 WOMENS MENTAL HEALTH
110 TWO CAR GARAGE
112 BOILER PLANT
113 CHILLER PLANT
115 ELECTRICAL SWITCHGEAR PLANT
119 SALT STORAGE BUILDING
146 CLC BUILDING
147 CLC BUILDING
148 CLC BUILDING
150 FISHER HOUSE
1301 WOOD NATIONAL CEMETARY
4801 CEMETERY BUILDING
BCL CRASH LABORATORY
T105 QUONSET HUT (FM STORAGE)
T106 QUONSET HUT (FM STORAGE)
T107 QUONSET HUT (FM STORAGE)
T114 QUONSET HUT (FM STORAGE)
NRF NEUROLOGY RESEARCH FACILITY
ABANDONED DUCT BANK
REMOVED CABLE
REMOVE AND REPLACE EQUIPMENT
GENERAL NOTES
1. SEE E-001 FOR E-SERIES NOTES AND LEGENDS.
2. SEE ED601 FOR DEMOLITION SINGLE LINE DIAGRAM.
3. SEE ED611 AND ED612 FOR DEMOLITION CABLE SCHEDULE
4. SEE ES101 FOR PRIMARY DISTRIBUTION SITE PLAN
5. SEE ES602 FOR EQUIPMENT SCHEDULES
6. SEE EG101 FOR GROUNDING SITE PLAN
7. SEE GC101 THROUGH GC113 FOR PHASING DRAWINGS
8. THIS DRAWING IS DIAGRAMATIC IN NATURE ONLY. SEE CU101 FOR ACTUAL SITE SURVEY
AND TRUE LOCATIONS OF UTILITY LINES.
9. REMOVE ALL "SOURCE B" CABLES AND ABANDON EXISTING CONDUIT.
10. REMOVE AND REPLACE ALL "SOURCE A" CABLES AS REQUIRED.
KEYED NOTES
1 REMOVE CABLE AND ABANDON DUCT BANK IN PLACE.
2 REMOVE CABLE AND DUCT BANK
3 REMOVE CABLES AND RE-USE DUCT BANK TO RE-FEED LOW VOLTAGE LOADS
EXP 12/31/2025
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
CHRYSLER WOOD AVE
JU
NE
AU
A
VE
W
AL
KE
R
DR
IV
E
AMERICAN WARMOTHERS AVE
ZABLOCKI DR
GE
N
MI
TC
HE
LL
B
LV
D
STADIUM LN
MEMORIAL DR
PNL-41
HVS-41
HVP-41
XF-MP-FDS
PNL-17
HVP-44
MH-43
HVP-42
MH-42
XF-41
XF-62
Cemetery National Wood
XF-17
E
E
E
PNL-19
PNL-62
XF-19
HVP-42
GO
LD
ST
AT
E
DR
TO BUILDING 57
AND MONUMENT
E MH-44
XF-16
MH-41
HVS-41
XF-41
PNL-16
OUTSIDE SERVICE
NORTH LOT PANEL
XF-12
2195 2184
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
ELECTRICAL DEMOLITION - ZONE 1 BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM
VOLTAGE FEEDER CLEMENT J.
ZABLOCKI VAMC
5000 W. NATIONAL AVE.
MILWAUKEE, WI 53295
2025/10/09
ED401
SITE
695-22-123
CJR DAK
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
SITE DEMOLITION LINETYPES
- POWER DISTRIBUTION SWITCH (HVP OR HVS)
- TRANSFORMER (XF)
- ELECTRICAL PANEL (PNL)
SITE PLAN SYMBOL LEGEND
SCALE: 1" = 60'
ELECTRICAL DEMOLITION - ZONE 11
N
- UTILITY, ELECTRICAL MANHOLE (MH)E
ZONE 2 1/ED402
MATCHLINE
- BUILDING FED BY WE ENERGIES
- BUILDING FED BY VA
MATCHLINE
EXISTING CABLE
DEMOLISH
ABANDONED DUCT BANK
REMOVED CABLE
REMOVE AND REPLACE EQUIPMENT
GENERAL NOTES
1. SEE E-001 FOR E-SERIES NOTES AND LEGENDS.
2. SEE ED601 FOR DEMOLITION SINGLE LINE DIAGRAM.
3. SEE ED611 AND ED612 FOR DEMOLITION SCHEDULES.
4. SEE GC101 THROUGH GC113 FOR PHASING DRAWINGS.
5. THIS DRAWING IS DIAGRAMMATIC IN NATURE ONLY. SEE CU101 FOR ACTUAL SITE
SURVEY AND TRUE LOCATIONS OF UTILITY LINES.
6. REMOVE ALL "SOURCE B" CABLES AND ABANDON EXISTING CONDUIT.
7. REMOVE AND REPLACE ALL "SOURCE A" CABLES AS REQUIRED.
KEYED NOTES
REMOVE PNL-62, XF-62, PNL-19, XF-19 AND HVP-44 AND ALL CABLING. LOCAL AREA
STREET LIGHTS TO BE RE-FED FROM NEW MV TRANSFORMER AND LV PANEL LOCATED
AT MH-43. COVER XF-62, XF-19, AND HVP-44 PER ES501 DETAIL 7.
2 REMOVE XF-12 AND FEEDERS BACK TO HVS-41. ABANDON DUCT BANK IN PLACE.
BUILDING 12 TO BE TRANSFERRED TO WE ENERGIES GRID BY SEPARATE PROJECT
3 REMOVE PNL-16 AND XF-16. EXISTING LOADS TO BE MOVED TO PNL-41. SEE ES501 DETAIL
7 FOR COVER DETAIL.
4 DUCT BANK TO BE REUSED FOR FEEDING LOW VOLTAGE LOADS ON PNL-62.
5 PNL-17 AND XF-MP-FDS TO BE REPLACED
6 REMOVE AND COVER HVS-41. THIS BECOMES A PASS-THROUGH PULL BOX HVP-41A. SEE
ES501 DETAIL 7 FOR COVER DETAIL.
- LIGHT POLE
EXISTING LOW VOLTAGE DUCT BANK
Exp.: 12/31/2028
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
7 2
6C
6A
6D
6B
HVP-22
HVP-23
HVP-18
XF-4
XF-2
HVS-20
PNL-27
XF-27
XF-5
HVP-29
HVP-4
XF-3
N M
ITC
HE
LL
BL
VD
KILBOURN CIR
KILBOURN CIR
GENERAL WOLCOTT BLVD
GENERAL WOLCOTT AVE
XF-49
XF-7
XF-6
XF-CL1
PNL-49
PNL-1
MH-20
MH-23
MH-24
MH-25
MH-27
MH-29
MH-31
MH-32
MH-34
MH-9
MH-8A
MH-7
HVP-40
PNL-3
MH-40
MH-8
MH-18
MH-4
HVS-23B
MH-39
MH-22
XF-112
E
E
E
E
E
E E
E
E
E
E
E E
E
E
E
E
E
E
GENERAL MITCHELL BLVD
MH
HVP-20
HVS-23A
HVS-22
HVS-18
HVP-8
XF-14
PNL-14
XF-41
HVS-20
HVP-27
HVP-30
XF-11
PNL-11
HVP-31
HVP-24
E
HVP-34
XF-1
MH-30
HVS-4
2626 2628
36062624 3624 2625
1504 1523NRF
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
ELECTRICAL DEMOLITION - ZONE 2 BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM
VOLTAGE FEEDER CLEMENT J.
ZABLOCKI VAMC
5000 W. NATIONAL AVE.
MILWAUKEE, WI 53295
2025/10/09
ED402
SITE
695-22-123
CJR DAK
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
SITE DEMOLITION LINETYPES
MATCHLINE
- POWER DISTRIBUTION SWITCH (HVP OR HVS)
- TRANSFORMER (XF)
- ELECTRICAL PANEL (PNL)
SITE PLAN SYMBOL LEGEND
SCALE: 1" = 60'
ELECTRICAL DEMOLITION - ZONE 21
N
- UTILITY, ELECTRICAL MANHOLE (MH)E
ZONE 1 1/ED401
MATCHLINE
ZONE 4 1/ED404
MATCHLINE
ZO
NE
1/E
D4
MA
TC
HL
IN
E
GENERAL NOTES
1. SEE E-001 FOR E-SERIES NOTES AND LEGENDS.
2. SEE ED601 FOR DEMOLITION SINGLE LINE DIAGRAM
3. SEE ED611 AND ED612 FOR DEMOLITION SCHEDULES
4. SEE GC101 THROUGH GC113 FOR PHASING DRAWINGS
5. THIS DRAWING IS DIAGRAMMATIC IN NATURE ONLY. SEE CU101 FOR ACTUAL SITE
SURVEY AND TRUE LOCATIONS OF UTILITY LINES.
6. REMOVE ALL "SOURCE B" CABLES AND ABANDON EXISTING CONDUIT.
7. REMOVE AND REPLACE ALL "SOURCE A" CABLES AS REQUIRED.
8. EXISTING PADS FROM DEMOLISTED HVS'S, HVP'S, AND XF'S TO BE COVERED PER
DRAWING ES501 DETAIL 7.
KEYED NOTES
1 REMOVE AND COVER HVS-23A, HVS-23B AND HVP-23. SEE ES501 DETAIL 7 FOR COVER
DETAIL.
2 REMOVE PNL-14 AND XF-14. REMOVE FEEDERS AND ABANDON DUCT BANK IN PLACE.
EXISTING LOADS TO BE MOVED TO PNL-41.
3 REMOVE XF-2 AND FEEDERS, ABANDON DUCT BANK IN PLACE
4 REMOVE AND COVER HVS-22 AND HVP-22. SEE ES501 DETAIL 7 FOR COVER DETAIL.
5 REMOVE AND COVER HVS-18. SEE ES501 DETAIL 7 FOR COVER DETAIL.
6 REMOVE AND COVER HVP-8. SEE ES501 DETAIL 7 FOR COVER DETAIL.
7 REMOVE XF-41
- BUILDING FED BY WE ENERGIES
- BUILDING FED BY VA
REMOVE AND REPLACE EQUIPMENT
EXISTING CABLE
DEMOLISH
REMOVED CABLE
- LIGHT POLE
EXISTING LOW VOLTAGE DUCT BANK
Exp.: 12/31/2028
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
T105XF-97
XF-36
W
OR
KS
HO
P
RO
AD
BARRON CT
WOOD AVE
XF-108
MH-37
107/108-DS-A
MH-35
MH-38
MH-10
PNL-2V
HANK AARON TRAIL BRIDGE
E
E E
E
E
T106
T107
HVS-36
MH-36
XF-20
HVP-36
1538 3589
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
ELECTRICAL DEMOLITION - ZONE 3 BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM
VOLTAGE FEEDER CLEMENT J.
ZABLOCKI VAMC
5000 W. NATIONAL AVE.
MILWAUKEE, WI 53295
2025/10/09
ED403
SITE
695-22-123
CJR DAK
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
SITE DEMOLITION LINETYPES
MATCHLINE
- POWER DISTRIBUTION SWITCH (HVP OR HVS)
- TRANSFORMER (XF)
- ELECTRICAL PANEL (PNL)
- MANHOLE (MH)
SITE PLAN SYMBOL LEGEND
SCALE: 1" = 60'
ELECTRICAL DEMOLITION - ZONE 31
N
E
MATCH LINE
ZONE 5 1/ED405
MA
TC
H
LIN
E
- BUILDING FED BY WE ENERGIES
- BUILDING FED BY VA
ZO
NE
1/E
D4
DEMOLISH
REMOVE AND REPLACE EQUIPMENT
EXISTING CABLE
REMOVED CABLE
- LIGHT POLE
EXISTING LOW VOLTAGE DUCT BANK
GENERAL NOTES
1. SEE E-001 FOR E-SERIES NOTES AND LEGENDS.
2. SEE ED601 FOR DEMOLITION SINGLE LINE DIAGRAM.
3. SEE ED611 AND ED612 FOR DEMOLITION SCHEDULES.
4. SEE GC101 THROUGH GC113 FOR PHASING DRAWINGS
5. THIS DRAWING IS DIAGRAMATIC IN NATURE ONLY. SEE CU101 FOR ACTUAL SITE SURVEY
AND TRUE LOCATIONS OF UTILITY LINES.
6. REMOVE ALL "SOURCE B" CABLES AND ABANDON EXISTING CONDUIT.
7. REMOVE AND REPLACE ALL "SOURCE A" CABLES AS REQUIRED.
KEYED NOTES
1 REMOVE AND COVER HVS-36 BECOMES PASS-THROUGH PULL BOX HVP-36A. SEE ES501
DETAIL 7 FOR COVER DETAIL.
Exp.: 12/31/2028
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
HVP-K
HVP-15
LINCOLN DR
HI
NE
S
BL
VD
FLOWER DR
HINES BLV
D
HVP-16
XF-102
BCL
XF-43
XF-119
MH-47A
MH-2B
MH-2A
MH
MH-15
PNL-K
MH-47
XF-1301
MH-21
Cemetery National Wood
Wheeler Lake
E
E
E
E
E
E
E
E
HVS-SL1
MH-3
GENERAL MITCHELL BLVD
HVP-2
E
HVS-A
HVS-16
XF-K
HVS-2
HVP-3
MH-2
265126552674
30493050
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
ELECTRICAL DEMOLITION - ZONE 4 BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM
VOLTAGE FEEDER CLEMENT J.
ZABLOCKI VAMC
5000 W. NATIONAL AVE.
MILWAUKEE, WI 53295
2025/10/09
ED404
SITE
695-22-123
CJR DAK
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
SITE DEMOLITION LINETYPES
MATCHLINE
- POWER DISTRIBUTION SWITCH (HVP OR HVS)
- TRANSFORMER (XF)
- ELECTRICAL PANEL (PNL)
SITE PLAN SYMBOL LEGEND
SCALE: 1" = 60'
ELECTRICAL DEMOLITION - ZONE 41
N
- UTILITY, ELECTRICAL MANHOLE (MH)E
DEMOLISH
GENERAL NOTES
1. SEE E-001 FOR E-SERIES NOTES AND LEGENDS.
2. SEE ED601 FOR DEMOLITION SINGLE LINE DIAGRAM.
3. SEE ED611 AND ED612 FOR DEMOLITION SCHEDULES.
4. SEE GC101 THROUGH GC113 FOR PHASING DRAWINGS
5. THIS DRAWING IS DIAGRAMATIC IN NATURE ONLY. SEE CU101 FOR ACTUAL SITE SURVEY
AND TRUE LOCATIONS OF UTILITY LINES.
6. REMOVE ALL "SOURCE B" CABLES AND ABANDON EXISTING CONDUIT.
7. REMOVE AND REPLACE ALL "SOURCE A" CABLES AS REQUIRED.
8. EXISTING PADS FROM DEMOLISHED HVS'S, HVP'S, AND XF'S TO BE COVERED PER
DRAWINT ES501 DETIAL 7.
KEYED NOTES
1 REMOVE AND COVER HVP-K TO BECOME PASS-THROUGH PULL BOX. SEE ES501 DETAIL 7
FOR COVER DETAIL.
2 REMOVE AND COVER HVP-2 TO BECOME PASS-THROUGH PULL BOX. SEE ES501 DETAIL 7
FOR COVER DETAIL.
3 REMOVE AND COVER HVS-16 TO BECOME PASS-THROUGH PULL BOX HVP-16A. SEE ES501
DETAIL 7 FOR COVER DETAIL.
MATCH LINE
ZONE 2 1/ED402
MA
TC
H
LIN
E
ZO
NE
1/E D4
- BUILDING FED BY WE ENERGIES
- BUILDING FED BY VA
REMOVE AND REPLACE EQUIPMENT
EXISTING CABLE
REMOVED CABLE
- LIGHT POLE
EXISTING LOW VOLTAGE DUCT BANK
Exp.: 12/31/2028
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
GENERAL MITCHELL BLVD
BARRON CT
RED ARROW CIR
W
OR
KS
HO
P
RO
AD
HVS-146
XF-146
CB-100-CLC
CB-600-146
HVS-147
XF-147
CB-600-147
CB-600-148
XF-148
HVS-148
XF-39
MH-13 MH-13A
PNL-CLC
E
E
E
E
XF-SL1
PNL-SL1
HVS-11
E
MH-12
PNL-39
HVP-11
MH-11
WAREHOUSE WAY
2 2
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
ELECTRICAL DEMOLITION - ZONE 5 BID DOCUMENTS UPGRADE NORTH CAMPUS MEDIUM
VOLTAGE FEEDER CLEMENT J.
ZABLOCKI VAMC
5000 W. NATIONAL AVE.
MILWAUKEE, WI 53295
2025/10/09
ED405
SITE
695-22-123
CJR DAK
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
SITE DEMOLITION LINETYPES
MATCHLINE
- POWER DISTRIBUTION SWITCH (HVP OR HVS)
- TRANSFORMER (XF)
- ELECTRICAL PANEL (PNL)
SITE PLAN SYMBOL LEGEND
EXISTING CABLE
SCALE: 1" = 60'
ELECTRICAL DEMOLITION - ZONE 51
N
- UTILITY, ELECTRICAL MANHOLE (MH)E
ZONE 3 1/ED403
MA
TC
H
LIN
E
MATCH LINE
ZO
NE
1E
D/
GENERAL NOTES
1. SEE E-001 FOR E-SERIES NOTES AND LEGENDS.
2. SEE ED601 FOR DEMOLITION SINGLE LINE DIAGRAM.
3. SEE ED611 AND ED612 FOR DEMOLITION SCHEDULES.
4. SEE GC101 THROUGH GC113 FOR PHASING DRAWINGS
5. THIS DRAWING IS DIAGRAMATIC IN NATURE ONLY. SEE CU101 FOR ACTUAL SITE SURVEY
AND TRUE LOCATIONS OF UTILITY LINES.
6. REMOVE ALL "SOURCE B" CABLES AND ABANDON EXISTING CONDUIT.
7. REMOVE AND REPLACE ALL "SOURCE A" CABLES AS REQUIRED.
KEYED NOTES
1 REMOVE EXISTING FEEDERS FROM DUCT BANK, ABANDON DUCT BANK IN PLACE.
2 REMOVE AND COVER…
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