230111_VA-REHAB Bid Documents 22pages.pdf
PDF 8 MB Posted
- Attached to
- Z1DA--528A7-22-177 REPAIR GARAGE BEAMS Federal contract opportunity
- Solicitation number
- 36C24223B0016
About this file
This document provides bid documents for the project 528A7-22-177 Repair Parking Garage Floors and Beams located at the Syracuse VA Medical Center in Syracuse, New York.
The project scope involves repairing concrete slabs, columns, walls and curbs throughout the parking garage levels, as well as repairing concrete beams, post-tensioned tendons, and cracks. Additional work includes replacing the bottom floor slab-on-grade, applying urethane coating, and re-striping parking spaces. Drawings and specifications outline the repair quantities and locations, as well as construction details. The solicitation is available through the Department of Veterans Affairs and Veterans Health Administration networks, with responses due on January 11, 2023.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 36C24223B0016 0003.docx | DOCX document | |
| RFI 002 prebid responses SYR VA Garage pdf format.pdf | ||
| 36C24223B0016 0002_1.docx | DOCX document | |
| RFI 001 prebid responses SYR VA Garage pdf format 02.pdf | ||
| 36C24223B0016 0001.docx | DOCX document | |
| Wage Determination 1-6-23 Heavy and Highway.pdf | ||
| Combined Specs 528A7_22_177.pdf | ||
| 36C24223B0016.docx | DOCX document |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Project Title:
Syracuse, New York
VAMC Project Number: 528A7-22-177
Project List of Drawings:
Not to Scale
Key Plan
PARKING STRUCTURE
BUILDING 19
Parking Lot #6
Parking Lot #4
Building #6
Building #3
Building #2
Patio
Parking Lot #1
Parking Lot #5
V A
N
B
U R
E N
IRVING
REPAIR PARKING GARAGE FLOORS AND BEAMS
The V.A. Healthcare Network Upstate New York at Syracuse
JPSLLP Project Number: 221152.00
G-001
G-101
G-102
G-103
G-104
G-105
S-101
S-102
S-103
S-104
S-105
S-106
S-107
S-111
S-112
S-301
S-302
S-303
COVER SHEET
EXISTING LOWER LEVEL C PHASE 1 PLAN
EXISTING LOWER LEVEL (B & A) PHASE 1 AND PHASE 3 PLAN
EXISTING LOWER LEVEL (B & A) PHASE 2 AND PHASE 4 PLAN
EXISTING UPPER LEVEL (1, 2 & 3) PHASE 5, PHASE 7 AND PHASE 9 PLAN
EXISTING UPPER LEVEL (1, 2 & 3) PHASE 6, PHASE 8 AND PHASE 10 PLAN
EXISTING LEVEL C FLOOR PLAN
EXISTING LEVEL B FLOOR PLAN
EXISTING LEVEL A FLOOR PLAN
EXISTING LEVEL 1 FLOOR PLAN
EXISTING LEVEL 2 FLOOR PLAN
EXISTING LEVEL 3 FLOOR PLAN
EXISTING LEVEL 4 FLOOR PLAN
EXISTING LEVEL C REFLECTED CEILING PLAN
EXISTING LEVEL 2 REFLECTED CEILING PLAN
REPAIR SECTIONS AND DETAILS
REPAIR SECTIONS AND DETAILS
REPAIR SECTIONS AND DETAILS
Work Summary
1.
2.
3.
4.
5.
6.
7.
8.
EXISTING CONCRETE PATCHING AND REPAIR OF SLABS, COLUMNS AND WALLS
POST TENSION REINFORCEMENT REPAIRS
REPLACEMENT OF EXISTING EXPANSION JOINT SEALS
REPLACEMENT OF EXISTING LEVEL C SLAB-ON-GRADE
REPLACEMENT OF SELECTED EXISTING GUARDRAILS
APPLY TRAFFIC COATING TO LEVELS B THROUGH 3
APPLY CONCRETE SEALER TO LEVEL C SLAB-ON-GRADE
RE-STRIPE PARKING AREAS
VAMC (670)
SYRACUSE, NY
G-111
G-112
STRIPING, SEALING, AND COATING PLANS LEVEL C AND LEVEL B
STRIPING, SEALING, AND COATING PLANS LEVEL A AND LEVEL 1
G-113 STRIPING, SEALING, AND COATING PLANS LEVEL 2 AND LEVEL 3
Base Bid :
PERFORM ALL WORK DEFINED WITHIN CONTRACT DOCUMENTS.
DEDUCTIVE BID ALTERNATES TO BE EXECUTED BY CONTRACTING OFFICER AS
DESCRIBED BELOW.
Alternate #1 - Deductive :
AT LEVEL C DEDUCT SLAB ON GRADE REMOVAL AND REPLACEMENT, PENETRATING
SEALER, AND STRIPING.
G-114 STRIPING, SEALING, AND COATING PLANS LEVEL 4
B
ID
D O
C U
M E
N
TS
.1 1.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
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 RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REPAIR PARKING GARAGE
FLOORS AND BEAMS
Project Director
Revisions: Date: JPSEP # 221152.00
JOHN P. STOPEN
ENGINEERING, LLP
P.O. BOX 29, SUITE 400
SYRACUSE, NEW YORK 13201
450 SOUTH SALINA STREET
(315) 472-5238 FAX (315) 472-8430
528A7-22-177
V.A. MEDICAL CENTER
SYRACUSE, NY
January 11, 2023
BID DOCUMENTS
G-001
COVER SHEET
E. Nelson sdb
A1
G-101
A6
G-101
B6
G-101
C6
G-101
D6
G-101
D:TRAFFIC_LOWER_LEVEL-0
EXISTING LOWER LEVEL C PHASE 1 PLAN
3/32" = 1'-0"
256'-4"±
17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±
239'-4"±17'-0"±
20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 1'-2"±1'-2"±
1'-2"±
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
E
EXG
F
EXG
D1
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E 8W
EXGEXG
9 10
EXG
11 12
EXG
EXG
EXG
S T
A I R
T
O W
E
EXG. ELEVATOR
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
EXG. STAIRWAY
S T
A
W
RAMP UP
RAMP DOWN
RAMP DOWN
E X
P
J T
EXG. ELEVATOR
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURB EXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. F.D.
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
E X
G
H
I G
H
C
U R
B E
X G
H
I G
H
C
U R
B
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG. CONC. SUMP
EXG. 6" HIGH CURB
E X
G
T
R E
N C
H
D
R A
I N
E X
G
T
R E
N C
H
D
R A
I N
UNEXCAVATED
2'-11
"±2'-11
CLOSED PHASE 1
CLOSED PHASE 1CLOSED PHASE 1
AREA NOT IN
CONTRACT
EXG. MANHOLE
NOTES:
1. PROVIDE COMPLETE BARRIER PROTECTION OF ADJACENT
OPERATIONAL GARAGE FROM WORK AREA.
2. PROVIDE APPROPRIATE CLOSURE AND PROTECTION OF
SPACE BELOW WORK AREA AS REQUIRED.
3. REFER TO 013526 SAFETY REQUIREMENTS, 015719
TEMPORARY ENVIRONMENTAL CONTROLS AND 017419
CONSTRUCTION WASTE MANAGEMENT SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
4. MATERIAL STORAGE WITHIN WORK AREA NOT TO EXCEED
40 POUNDS PER SQUARE FOOT.
EXG. 4"x72" TRENCH DRAIN
S
T
A
I
R
T
O
W
N
S
T
A
I
R
T
O
W
E
X
G
L
V
X
V
X
V
C
X
V
B
X
V
A
X
V
X
V
X
V
D:KEYPLAN
KEY PLAN
NO SCALE
B
ID
D O
C U
M E
N
TS
.1 1.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i t h
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 RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REPAIR PARKING GARAGE
FLOORS AND BEAMS
Project Director
Revisions: Date: JPSEP # 221152.00
JOHN P. STOPEN
ENGINEERING, LLP
P.O. BOX 29, SUITE 400
SYRACUSE, NEW YORK 13201
450 SOUTH SALINA STREET
(315) 472-5238 FAX (315) 472-8430
528A7-22-177
V.A. MEDICAL CENTER
SYRACUSE, NY
January 11, 2023
BID DOCUMENTS
G-101
EXISTING LOWER LEVEL C
PHASE 1 PLAN
E. Nelson GMM/sdb
G-102
A6
G-102
B6
G-102
C6
G-102
D6
G-102
D:TRAFFIC_LOWER_LEVEL-1
EXISTING LOWER LEVEL PHASE 1 AND PHASE 3 PLAN
3/32" = 1'-0"
256'-4"±
17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±
2'-11
2'-11
239'-4"±17'-0"±
20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 1'-2"±1'-2"±
1'-2"±
2'-11
2'-11
S T
A
W
EXG. ELEVATOR
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
S T
A
W
RAMP UP
RAMP DOWN
RAMP DOWN
E X
G
E
X P
J T
E X
G
E
X P
J T
EXG. 6" CONC. SLAB
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
E
EXG
F
EXG
D1
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E 8W
EXGEXG
9 10
EXG
11 12
EXG
EXG
EXG
EXG. ELEVATOR
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURB EXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" CONC. SLAB
EXG. STAIRWAY
EXG. AIR SHAFT
E X
G
H
I G
H
C
U R
B
EXG. AIR SHAFT
CLOSED PHASE 1 AND PHASE 3
CLOSED PHASE 1 AND PHASE 3CLOSED PHASE 1 AND PHASE 3
NOTES:
1. PROVIDE COMPLETE BARRIER PROTECTION OF ADJACENT
OPERATIONAL GARAGE FROM WORK AREA.
2. PROVIDE APPROPRIATE CLOSURE AND PROTECTION OF
SPACE BELOW WORK AREA AS REQUIRED.
3. REFER TO 013526 SAFETY REQUIREMENTS, 015719
TEMPORARY ENVIRONMENTAL CONTROLS AND 017419
CONSTRUCTION WASTE MANAGEMENT SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
4. MATERIAL STORAGE WITHIN WORK AREA NOT TO EXCEED
40 POUNDS PER SQUARE FOOT.
S
T
A
I
R
T
O
W
S
T
A
I
R
T
O
W
E
X
V
X
V
X
V
X
V
X
V
X
V
X
V
X
V
KEY PLAN
NO SCALE
B
ID
D O
C U
M E
N
TS
.1 1.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i t h
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 RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REPAIR PARKING GARAGE
FLOORS AND BEAMS
Project Director
Revisions: Date: JPSEP # 221152.00
JOHN P. STOPEN
ENGINEERING, LLP
P.O. BOX 29, SUITE 400
SYRACUSE, NEW YORK 13201
450 SOUTH SALINA STREET
(315) 472-5238 FAX (315) 472-8430
528A7-22-177
V.A. MEDICAL CENTER
SYRACUSE, NY
January 11, 2023
BID DOCUMENTS
G-102
EXISTING LOWER LEVEL (B & A)
PHASE 1 AND PHASE 3 PLAN
G-103
A6
G-103
B6
G-103
C6
G-103
D6
G-103
D:TRAFFIC_LOWER_LEVEL-2
EXISTING LOWER LEVEL PHASE 2 AND PHASE 4 PLAN
3/32" = 1'-0"
256'-4"±
17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±
2'-11
2'-11
239'-4"±17'-0"±
20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 1'-2"±1'-2"±
1'-2"±
2'-11
2'-11
S T
A
W
EXG. ELEVATOR
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
S T
A
W
RAMP UP RAMP DOWN
RAMP DOWN
E X
G
E
X P
J T
E X
G
E
X P
J T
EXG. 6" CONC. SLAB
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
E
EXG
F
EXG
D1
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E 8W
EXGEXG
9 10
EXG
11 12
EXG
EXG
EXG
EXG. ELEVATOR
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURB EXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" CONC. SLAB
EXG. STAIRWAY
EXG. AIR SHAFT
E X
G
H
I G
H
C
U R
B
EXG. AIR SHAFT
CLOSED PHASE 2 AND PHASE 4
CLOSED PHASE 2 AND PHASE 4CLOSED PHASE 2 AND PHASE 4
NOTES:
1. PROVIDE COMPLETE BARRIER PROTECTION OF ADJACENT
OPERATIONAL GARAGE FROM WORK AREA.
2. PROVIDE APPROPRIATE CLOSURE AND PROTECTION OF
SPACE BELOW WORK AREA AS REQUIRED.
3. REFER TO 013526 SAFETY REQUIREMENTS, 015719
TEMPORARY ENVIRONMENTAL CONTROLS AND 017419
CONSTRUCTION WASTE MANAGEMENT SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
4. MATERIAL STORAGE WITHIN WORK AREA NOT TO EXCEED
40 POUNDS PER SQUARE FOOT.
S
T
A
I
R
T
O
W
S
T
A
I
R
T
O
W
E
X
V
X
V
X
V
X
V
X
V
X
V
X
V
X
V
KEY PLAN
NO SCALE
B
ID
D O
C U
M E
N
TS
.1 1.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i t h
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 RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REPAIR PARKING GARAGE
FLOORS AND BEAMS
Project Director
Revisions: Date: JPSEP # 221152.00
JOHN P. STOPEN
ENGINEERING, LLP
P.O. BOX 29, SUITE 400
SYRACUSE, NEW YORK 13201
450 SOUTH SALINA STREET
(315) 472-5238 FAX (315) 472-8430
528A7-22-177
V.A. MEDICAL CENTER
SYRACUSE, NY
January 11, 2023
BID DOCUMENTS
G-103
EXISTING LOWER LEVEL (B & A)
PHASE 2 AND PHASE 4 PLAN
G-104
A6
G-104
B6
G-104
C6
G-104
D6
G-104
D:TRAFFIC_UPPER_LEVEL-1
EXISTING UPPER LEVEL PHASE 5, PHASE 7 AND PHASE 9 PLAN
3/32" = 1'-0"
256'-4"±
17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±
2'-11
2'-11
239'-4"±17'-0"±
20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±
1'-2"± 2'-11
2'-11
S T
A
W
EXG. ELEVATOR
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
S T
A
W
RAMP UP
RAMP DOWN
RAMP DOWN
RAMP DOWN
E X
G
E
X P
J T
E
X G
E
X P
J T
EXG. 6" CONC. SLAB
EXG. 6" HIGH CURB
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
E
EXG
F
EXG
D1
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG. SNOW
REMOVAL RAMP
EXG. SNOW
REMOVAL RAMP
E X
G
S x
EXG. W12x35
EXG. ELEVATOR
E X
G
S x
EXG. W12x35
EXG. W12x35
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURB EXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURB EXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
CLOSED PHASE 5, PHASE 7 AND PHASE 9
CLOSED PHASE 5, PHASE 7 AND PHASE 9
CLOSED PHASE 5, PHASE 7 AND PHASE 9
CLOSED PHASE 5, PHASE 7 AND PHASE 9CLOSED PHASE 5, PHASE 7 AND PHASE 9
NOTES:
1. PROVIDE COMPLETE BARRIER PROTECTION OF ADJACENT
OPERATIONAL GARAGE FROM WORK AREA.
2. PROVIDE APPROPRIATE CLOSURE AND PROTECTION OF
SPACE BELOW WORK AREA AS REQUIRED.
3. REFER TO 013526 SAFETY REQUIREMENTS, 015719
TEMPORARY ENVIRONMENTAL CONTROLS AND 017419
CONSTRUCTION WASTE MANAGEMENT SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
4. MATERIAL STORAGE WITHIN WORK AREA NOT TO EXCEED
40 POUNDS PER SQUARE FOOT.
S
T
A
I
R
T
O
W
S
T
A
I
R
T
O
W
E
X
V
X
V
X
V
X
V
X
V
X
V
X
V
X
V
KEY PLAN
NO SCALE
B
ID
D O
C U
M E
N
TS
.1 1.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i t h
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 RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REPAIR PARKING GARAGE
FLOORS AND BEAMS
Project Director
Revisions: Date: JPSEP # 221152.00
JOHN P. STOPEN
ENGINEERING, LLP
P.O. BOX 29, SUITE 400
SYRACUSE, NEW YORK 13201
450 SOUTH SALINA STREET
(315) 472-5238 FAX (315) 472-8430
528A7-22-177
V.A. MEDICAL CENTER
SYRACUSE, NY
January 11, 2023
BID DOCUMENTS
G-104
EXISTING UPPER LEVEL (1, 2 & 3)
PHASE 5, PHASE 7 & PHASE 9 PLAN
G-105
A6
G-105
B6
G-105
C6
G-105
D6
G-105
D:TRAFFIC_UPPER_LEVEL-2
EXISTING UPPER LEVEL PHASE 6, PHASE 8 AND PHASE 10 PLAN
3/32" = 1'-0"
256'-4"±
17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±
2'-11
2'-11
239'-4"±17'-0"±
20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±
1'-2"± 2'-11
2'-11
S T
A
W
EXG. ELEVATOR
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
S T
A
W
RAMP UP
RAMP DOWN
RAMP DOWN
RAMP DOWN
E X
G
E
X P
J T
E
X G
E
X P
J T
EXG. 6" CONC. SLAB
EXG. 6" HIGH CURB
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
E
EXG
F
EXG
D1
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG. SNOW
REMOVAL RAMP
EXG. SNOW
REMOVAL RAMP
E X
G
S x
EXG. W12x35
EXG. ELEVATOR
E X
G
S x
EXG. W12x35
EXG. W12x35
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURB EXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURB EXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
CLOSED PHASE 6, PHASE 8 AND PHASE 10 CLOSED PHASE 6, PHASE 8 AND PHASE 10
CLOSED PHASE 6, PHASE 8 AND PHASE 10
CLOSED PHASE 6, PHASE 8 AND PHASE 10
CLOSED PHASE 6, PHASE 8 AND PHASE 10
NOTES:
1. PROVIDE COMPLETE BARRIER PROTECTION OF ADJACENT
OPERATIONAL GARAGE FROM WORK AREA.
2. PROVIDE APPROPRIATE CLOSURE AND PROTECTION OF
SPACE BELOW WORK AREA AS REQUIRED.
3. REFER TO 013526 SAFETY REQUIREMENTS, 015719
TEMPORARY ENVIRONMENTAL CONTROLS AND 017419
CONSTRUCTION WASTE MANAGEMENT SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
4. MATERIAL STORAGE WITHIN WORK AREA NOT TO EXCEED
40 POUNDS PER SQUARE FOOT.
S
T
A
I
R
T
O
W
S
T
A
I
R
T
O
W
E
X
V
X
V
X
V
X
V
X
V
X
V
X
V
X
V
KEY PLAN
NO SCALE
B
ID
D O
C U
M E
N
TS
.1 1.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i t h
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 RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REPAIR PARKING GARAGE
FLOORS AND BEAMS
Project Director
Revisions: Date: JPSEP # 221152.00
JOHN P. STOPEN
ENGINEERING, LLP
P.O. BOX 29, SUITE 400
SYRACUSE, NEW YORK 13201
450 SOUTH SALINA STREET
(315) 472-5238 FAX (315) 472-8430
528A7-22-177
V.A. MEDICAL CENTER
SYRACUSE, NY
January 11, 2023
BID DOCUMENTS
G-105
EXISTING UPPER LEVEL (1, 2 & 3)
PHASE 6, PHASE 8 & PHASE 10 PLAN
G-111
A2
G-111
A3
G-111
A4
G-111
A5
G-111
A6
G-111
B1
G-111
B4
G-111
D:116-SP_LVL-B
EXISTING LEVEL B STRIPING PLAN
1/16" = 1'-0"
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG. ELEVATOR
EXG. STAIRWAYEXG. STAIRWAY
E X
G
E
X P
J T
E
X G
E
X P
J T
EXG. ELEVATOR
EXG. STAIRWAY
EXG. AIR SHAFT
EXG. AIR SHAFT
S T
A
W
S T
A
W
RAMP UP RAMP DOWN
RAMP DOWN
17 SPACES @ 8'-6" = 144'-6"
17 SPACES @ 8'-6" = 144'-6" to LEVEL C
24 SPACES @ 8'-6" = 204'-0" to LEVEL C
24 SPACES @ 8'-6" = 204'-0"
S
P A
C E
S
A
C E
SEE LEVEL A FOR SPACING
SEE LEVEL A FOR SPACING
NOTES:
1. - PROVIDE PENETRATING SEALER PER SPECIFICATIONS ON ALL SLAB-ON-GRADE REPLACED
AS INDICATED ON S-101. ALLOW CONCRETE TO CURE, PREPARE SURFACE, AND APPLY PER
COATING MANUFACTURERS WRITTEN INSTRUCTION.
2. PROVIDE URETHANE MEMBRANE PER SPECIFICATIONS ON ALL DRIVE SURFACES UNO. ALLOW CONCRETE
TO CURE, PREPARE SURFACE, AND APPLY PER COATING MANUFACTURERS WRITTEN INSTRUCTION.
3. APPLY NEW STRIPING AFTER APPLICATION OF COATING AND APPROPRIATE CURING TIME PER
MANUFACTURES WRITTEN INSTRUCTION.
4. PROVIDE HANDICAP PARKING STALLS MARKED IN ACCORDANCE WITH ADA STANDARDS WHERE INDICATED.
S
P A
C E
A
C E
S
P A
C E
DEDUCTIVE BID ALTERNATE #1:
OMIT ALL WORK DEFINED IN NOTE 1.
D:116-SP_LVL-C
EXISTING LEVEL C STRIPING PLAN
NOTES:
1/16" = 1'-0"
S T
A
W
EXG. ELEVATOR
EXG. STAIRWAY
EXG. STAIRWAY
S T
A
W
RAMP UP RAMP DOWN
RAMP DOWN
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG. ELEVATOR
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
23 SPACES @ 8'-6" = 195'-6"
17 SPACES @ 8'-6" = 144'-6"
SEE LEVEL B FOR SPACING
SEE LEVEL B FOR SPACING
U N
E X
C A
V A
T E
D
1. PROVIDE PENETRATING SEALER PER SPECIFICATIONS ON ALL SLAB-ON-GRADE REPLACED AS INDICATED
ON S-101. ALLOW CONCRETE TO CURE, PREPARE SURFACE, AND APPLY PER COATING MANUFACTURERS
WRITTEN INSTRUCTION.
2. APPLY NEW STRIPING AFTER APPROPRIATE CURING TIME OF THE CONCRETE AND PENETRATING SEALER
PER MANUFACTURES WRITTEN INSTRUCTION.
3. PROVIDE HANDICAP PARKING STALLS MARKED IN ACCORDANCE WITH ADA STANDARDS WHERE INDICATED.
S
P A
C E
A
C E
DEDUCTIVE BID ALTERNATE #1:
OMIT ALL WORK DEFINED IN B1/G-111.
S
T
A
I
R
T
O
W
S
T
A
I
R
T
O
W
E
X
V
X
V
X
V
X
V
X
V
X
V
X
V
X
V
KEY PLAN
NO SCALE
B
ID
D O
C U
M E
N
TS
.1 1.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i t h
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 RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REPAIR PARKING GARAGE
FLOORS AND BEAMS
Project Director
Revisions: Date: JPSEP # 221152.00
JOHN P. STOPEN
ENGINEERING, LLP
P.O. BOX 29, SUITE 400
SYRACUSE, NEW YORK 13201
450 SOUTH SALINA STREET
(315) 472-5238 FAX (315) 472-8430
528A7-22-177
V.A. MEDICAL CENTER
SYRACUSE, NY
January 11, 2023
BID DOCUMENTS
G-111
STRIPING, SEALING, AND COATING
PLANS - LEVEL C AND LEVEL B
G-112
A2
G-112
A3
G-112
A4
G-112
A5
G-112
A6
G-112
B1
G-112
B4
G-112
D:116-SP_LVL-1
EXISTING LEVEL 1 STRIPING PLAN
1/16" = 1'-0"
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG. ELEVATOR
EXG. STAIRWAY
S T
A
W
17 SPACES @ 8'-6" = 144'-6"
17 SPACES @ 8'-6" = 144'-6" to LEVEL A
25 SPACES @ 8'-6" = 212'-6"
A
C E
SEE LEVEL 2 FOR SPACING
EXG. STAIRWAY
EXG. ELEVATOR
S T
A
W
E X
G
E
X P
J T
E
X G
E
X P
J T
RAMP UP RAMP DOWN
RAMP DOWN
E X
G
E
N C
L O
S E
D
P
E D
E S
T R
I A
N
W
A L K
W A
Y
EXG.
PEDESTRIAN
BRIDGE
E X
G
G
U A
R D
R A
I L
20 SPACES @ 8'-6" = 170'-0" to LEVEL A
SEE LEVEL 2 FOR SPACING
17 SPACES @ 8'-6" = 144'-6"
S
P A
C E
E X
G
E
X P
J T
RAMP DOWN
18 SPACES @ 8'-9" = 157'-6"
NOTES:
1. REMOVE EXISTING URETHANE MEMBRANE ON ALL DRIVE SURFACES.
2. PROVIDE URETHANE MEMBRANE PER SPECIFICATIONS ON ALL DRIVE SURFACES. ALLOW CONCRETE TO
CURE, PREPARE SURFACE, AND APPLY PER COATING MANUFACTURERS WRITTEN INSTRUCTION.
3. APPLY NEW STRIPING AFTER APPLICATION OF COATING AND APPROPRIATE CURING TIME PER
MANUFACTURES WRITTEN INSTRUCTION.
4. PROVIDE HANDICAP PARKING STALLS MARKED IN ACCORDANCE WITH ADA STANDARDS WHERE INDICATED.
D:116-SP_LVL-A
EXISTING LEVEL A STRIPING PLAN
1/16" = 1'-0"
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG. ELEVATOR
EXG. STAIRWAYEXG. STAIRWAY
EXG. ELEVATOR
S T
A
W
S T
A
W
17 SPACES @ 8'-6" = 144'-6"
17 SPACES @ 8'-6" = 144'-6" to LEVEL B
24 SPACES @ 8'-6" = 204'-0" to LEVEL B
24 SPACES @ 8'-6" = 204'-0"
S
P A
C E
A
C E
SEE LEVEL 1 FOR SPACING
SEE LEVEL 1 FOR SPACING
EXG. STAIRWAY
EXG. AIR SHAFT
E X
G
E
X P
J T
E
X G
E
X P
J T
RAMP UP RAMP DOWN
RAMP DOWN
EXG. AIR SHAFT
NOTES:
1. PROVIDE URETHANE MEMBRANE PER SPECIFICATIONS ON ALL DRIVE SURFACES. ALLOW CONCRETE TO
CURE, PREPARE SURFACE, AND APPLY PER COATING MANUFACTURERS WRITTEN INSTRUCTION.
2. APPLY NEW STRIPING AFTER APPLICATION OF COATING AND APPROPRIATE CURING TIME PER
MANUFACTURES WRITTEN INSTRUCTION.
3. PROVIDE HANDICAP PARKING STALLS MARKED IN ACCORDANCE WITH ADA STANDARDS WHERE INDICATED.
S
T
A
I
R
T
O
W
S
T
A
I
R
T
O
W
E
X
V
X
V
X
V
X
V
X
V
X
V
X
V
X
V
KEY PLAN
NO SCALE
B
ID
D O
C U
M E
N
TS
.1 1.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i t h
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 RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REPAIR PARKING GARAGE
FLOORS AND BEAMS
Project Director
Revisions: Date: JPSEP # 221152.00
JOHN P. STOPEN
ENGINEERING, LLP
P.O. BOX 29, SUITE 400
SYRACUSE, NEW YORK 13201
450 SOUTH SALINA STREET
(315) 472-5238 FAX (315) 472-8430
528A7-22-177
V.A. MEDICAL CENTER
SYRACUSE, NY
January 11, 2023
BID DOCUMENTS
G-112
STRIPING, SEALING, AND COATING
PLANS - LEVEL A AND LEVEL 1
G-113
A2
G-113
A3
G-113
A4
G-113
A5
G-113
A6
G-113
B1
G-113
B4
G-113
D:116-SP_LVL-2
EXISTING LEVEL 2 STRIPING PLAN
1/16" = 1'-0"
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG. ELEVATOR
EXG. STAIRWAY
S T
A
W
17 SPACES @ 8'-6" = 144'-6"
17 SPACES @ 8'-6" = 144'-6" to LEVEL 1
SEE LEVEL 3 FOR SPACING
EXG. STAIRWAY
EXG. ELEVATOR
S T
A
W
E X
G
E
X P
J T
E
X G
E
X P
J T
RAMP UP RAMP DOWN
RAMP DOWN
17 SPACES @ 8'-6" = 144'-6" to LEVEL 1
SEE LEVEL 3 FOR SPACING
17 SPACES @ 8'-6" = 144'-6"
E X
G
E
X P
J T
RAMP DOWN
20 SPACES @ 8'-6" = 170'-0"
22 SPACES @ 8'-6" = 187'-0"
S
P A
C E
A
C E
NOTES:
1. PROVIDE URETHANE MEMBRANE PER SPECIFICATIONS ON ALL DRIVE SURFACES. ALLOW CONCRETE TO
CURE, PREPARE SURFACE, AND APPLY PER COATING MANUFACTURERS WRITTEN INSTRUCTION.
2. APPLY NEW STRIPING AFTER APPLICATION OF COATING AND APPROPRIATE CURING TIME PER
MANUFACTURES WRITTEN INSTRUCTION.
8'-0" 5'-0" 8'-0" 5'-0" 8'-0"
8'-0" 5'-0" 8'-0"
5'-0"
D:116-SP_LVL-3
EXISTING LEVEL 3 STRIPING PLAN
1/16" = 1'-0"
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG. ELEVATOR
EXG. STAIRWAY
S T
A
W
17 SPACES @ 8'-6" = 144'-6"
17 SPACES @ 8'-6" = 144'-6" to LEVEL 2
SEE LEVEL 4 FOR SPACING
EXG. STAIRWAY
EXG. ELEVATOR
S T
A
W
E X
G
E
X P
J T
E
X G
E
X P
J T
RAMP UP RAMP DOWN
RAMP DOWN
17 SPACES @ 8'-6" = 144'-6" to LEVEL 2
SEE LEVEL 4 FOR SPACING
17 SPACES @ 8'-6" = 144'-6"
E X
G
E
X P
J T
RAMP DOWN
EXG. SNOW
REMOVAL RAMP
EXG. SNOW
REMOVAL RAMP
S
P A
C E
A
C E
22 SPACES @ 8'-6" = 187'-0"
NOTES:
1. PROVIDE URETHANE MEMBRANE PER SPECIFICATIONS ON ALL DRIVE SURFACES. ALLOW CONCRETE TO
CURE, PREPARE SURFACE, AND APPLY PER COATING MANUFACTURERS WRITTEN INSTRUCTION.
2. APPLY NEW STRIPING AFTER APPLICATION OF COATING AND APPROPRIATE CURING TIME PER
MANUFACTURES WRITTEN INSTRUCTION.
8'-0" 8'-0"
22 SPACES @ 8'-6" = 187'-0"
8'-0" 5'-0" 8'-0"
5'-0"
STRIPPED FOR
MOTORCYCLES
PARKING
STRIPPED FOR
MOTORCYCLES
PARKING
S
T
A
I
R
T
O
W
S
T
A
I
R
T
O
W
E
X
V
X
V
X
V
X
V
X
V
X
V
X
V
X
V
KEY PLAN
NO SCALE
B
ID
D O
C U
M E
N
TS
.1 1.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i t h
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 RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REPAIR PARKING GARAGE
FLOORS AND BEAMS
Project Director
Revisions: Date: JPSEP # 221152.00
JOHN P. STOPEN
ENGINEERING, LLP
P.O. BOX 29, SUITE 400
SYRACUSE, NEW YORK 13201
450 SOUTH SALINA STREET
(315) 472-5238 FAX (315) 472-8430
528A7-22-177
V.A. MEDICAL CENTER
SYRACUSE, NY
January 11, 2023
BID DOCUMENTS
G-113
STRIPING, SEALING, AND COATING
PLANS - LEVEL 2 AND LEVEL 3
G-114
A2
G-114
A3
G-114
A4
G-114
A5
G-114
A6
G-114
B1
G-114
B4
G-114
D:116-SP_LVL-4
EXISTING LEVEL 4 STRIPING PLAN
1/16" = 1'-0"
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG. ELEVATOR
EXG. STAIRWAY
S T
A
W
17 SPACES @ 8'-6" = 144'-6"
EXG. STAIRWAY
EXG. ELEVATOR
S T
A
W
E X
G
E
X P
J T
E
X G
E
X P
J T
RAMP UP RAMP DOWN
RAMP DOWN
17 SPACES @ 8'-6" = 144'-6"
E X
G
E
X P
J T
RAMP DOWN
EXG. 8" STRUCT. SLAB
EXG. 8"
STRUCT.
SLAB
NOTES:
1. PROVIDE URETHANE MEMBRANE PER SPECIFICATIONS ON ALL DRIVE SURFACES. ALLOW
CONCRETE TO CURE, PREPARE SURFACE, AND APPLY PER COATING MANUFACTURERS
WRITTEN INSTRUCTION.
2. APPLY NEW STRIPING AFTER APPLICATION OF COATING AND APPROPRIATE CURING TIME PER MANUFACTURES
WRITTEN INSTRUCTION.
3. - INDICATES FLOOR AREA NOT IN CONTRACT (PARKING STRIPS NOT SHOWN FOR CLARITY.)
4. - NO COATING TO BE APPLIED. APPLY NEW STRIPING AFTER APPROPRIATE CONCRETE CURING
TIME PER MANUFACTURERS WRITTEN INSTRUCTION.
EXG. 6" STRUCT. SLAB
EXG. 8" STRUCT. SLAB EXG. 6" STRUCT. SLAB EXG. 8" STRUCT. SLAB
EXG. 6" STRUCT. SLAB EXG. 8" STRUCT. SLAB
REMOVE EXG.STRIPING
& RESTRIP AS SHOWN
S
T
A
I
R
T
O
W
S
T
A
I
R
T
O
W
E
X
V
X
V
X
V
X
V
X
V
X
V
X
V
X
V
KEY PLAN
NO SCALE
B5
G-114
B6
G-114
C4
G-114
C5
G-114
C6
G-114
D4
G-114
D5
G-114
D6
G-114
B
ID
D O
C U
M E
N
TS
.1 1.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i t h
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 RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REPAIR PARKING GARAGE
FLOORS AND BEAMS
Project Director
Revisions: Date: JPSEP # 221152.00
JOHN P. STOPEN
ENGINEERING, LLP
P.O. BOX 29, SUITE 400
SYRACUSE, NEW YORK 13201
450 SOUTH SALINA STREET
(315) 472-5238 FAX (315) 472-8430
528A7-22-177
V.A. MEDICAL CENTER
SYRACUSE, NY
January 11, 2023
BID DOCUMENTS
G-114
STRIPING, SEALING AND COATING
PLAN - LEVEL 4
S-101
A6
S-101
B6
S-101
C6
S-101
D6
S-101
LEGEND
D:LEGEND
LEGEND
NO SCALE
CRACK IN CONCRETE, NUMBER IS APPROXIMATE LINEAR FOOT LENGTH,
NO NUMBER INDICATES ONE LINEAR FOOT OR LESS.
USE DETAILS ON DRAWING C5/S-301 AS REQUIRED.
XXX - XX
DIMENSION IN FEET FROM ' EAST or WEST ' EXTERIOR CURB
E or W (EAST SIDE or WEST SIDE OF GARAGE)
VECTOR CORROSION SERVICES TENDON NUMBER
50 S.F.
6 FT
6 FT
C=4 L.F.
APPROXIMATE AREA OF DELAMINATED OR SPALLED CONCRETE SLAB
OR BEAM SOFFIT. NUMBER IS APPROXIMATE SQUARE FOOT AREA.
NO NUMBER INDICATES ONE SQUARE FOOT or LESS.
USE DETAILS ON DRAWING S-301 AS REQUIRED.
TENDON BREAK / DAMAGE
USE DETAILS C5/S-303 or D5/S-303 AS REQUIRED.
ARROW INDICATES VERTICAL SURFACE OF CONCRETE WALL, COLUMN,
CURB, or BEAM. (C = CRACK & S = DELAMINATED or SPALLED CONCRETE)
NUMBER IS APPROXIMATE LINEAR FOOT LENGTH or SQUARE FOOT, NO
NUMBER INDICATES ONE LINEAR FOOT or ONE SQUARE FOOT OR LESS.
USE DETAILS ON DRAWING S-301 AS REQUIRED.
CRACKED and/or DELAMINATED CONCRETE CURB.
NUMBER IS APPROXIMATE LINEAR FOOT LENGTH.
USE DETAILS B5/S-301 and/or B6/S-301 AS REQUIRED.
NOTE:
QUANTITIES SHOWN ON PLAN WERE THE RESULT OF FIELD SURVEY FROM JPSLLP
AROUND NOV. 2021. USE BID QUANTITIES PER D6/S-301 "REPAIR QUANTITIES ".
S=4 S.F.
or
D:LEVEL_C
EXISTING LEVEL C FLOOR PLAN
3/32" = 1'-0"
256'-4"±
17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"±
17'-0"±
1'-2"±1'-2"±
2'-11
2'-11
239'-4"±17'-0"±
20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"±
20'-0"± 20'-0"± 20'-0"± 20'-0"± 1'-2"±1'-2"±
S T
A
W
1'-2"±
S T
A
W
EXG. ELEVATOR
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
EXG
E X
G
H
I G
H
C
U R
B
EXG
EXG. STAIRWAY
RAMP UP RAMP DOWN
RAMP DOWN
E X
P
J T
EXG
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
E
EXG
F
EXG
D1
C
EXG
B
EXG
8E
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG. 6" HIGH CURB
EXG
EXG
EXG
EXG
EXG
EXG
EXG
2 3
EXG
EXG
5 6
EXG
EXG EXG
8W
EXG
EXG
EXG
EXG
EXG
13 14
EXG. ELEVATOR
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURB EXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG. F.D.
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
E X
G
H
I G
H
C
U R
B E
X G
H
I G
H
C
U R
B
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG. CONC. SUMP
EXG. 6" HIGH CURB
EXG. 5" SLAB-ON-GRADE
E X
G
T
R E
N C
H
D
R A
I N
E X
G
T
R E
N C
H
D
R A
I N
8 FT
EXG. 5" SLAB-ON-GRADE
EXG. 5" SLAB-ON-GRADEEXG. 5" SLAB-ON-GRADE
20 S.F.
1 FT
C=6' L.F.
C=6' L.F.
S=15 S.F.
S=4 S.F.
2 S.F.
S=4 S.F. @ MID HGT.
S=3 S.F.
TOP
S L
O P
E
C O
N S
T R
U C
T I O
N
J O
I N
T
C
J
4'-0"
4'-0" 4'-0" 4'-0"
4'-0"
4'-0"
TO REMAIN TYP.
S L
O P
E
SLOPE 2.386 %
SLOPE 2.386 %
C O
N S
T R
U C
T I O
N
J O
I N
T
C
J
S L
O P
E
S L
O P
E
B1
S-301
T
Y
P
C1
S-301
LEVEL C.5
NOMINAL ELEV. 479.1
LEVEL C
NOMINAL ELEV. 473.5
C1
S-301
EXG. CURBS & SIDEWALKS
TO REMAIN TYP.
EXG. CURBS & SIDEWALKS
TO REMAIN TYP.
EXG. CURBS & SIDEWALKS
TO REMAIN TYP.
EXG. CURBS & SIDEWALKS
2 FT1 FT
REPLACE BUMPER RAIL, SEE
DETAIL D1/S-301 FOR INFO.
A5
S-302
EXG. MANHOLE
AREA NOT IN
CONTRACT
REPLACE BUMPER RAIL,
SEE DETAIL D1/S-301
FOR INFO.
S J
S J
S J
S J
S J
S J
S J
S J
S J
S J
S J
S J
S J
S.J.
S.J.
S.J.
S.J.
S.J. S.J.
S.J.
S.J.
S.J.
S.J.
S.J.
S.J.
S.J.
S.J.
S.J.
S.J.
C.J.
S.J.
S.J.
S.J.
S.J.
S.J.
S J
C O
N S
T R
U C
T I O
N
J O
I N
T
C
J
C O
N S
T R
U C
T I O
N
J O
I N
T
C
J
S J
S J
S J
S J
S J
S J
S J
S J
S J
S J
S J
S J
S J
S J
S J
S J
S J
S J
E Q
U A
L
S
P A
C E
S
M
A X
E Q
U A
L
S
P A
C E
S
M
A X
E Q
U A
L
S
P A
C E
S
M
A X
EQUAL SPACES
12'-0" MAX.
EQUAL SPACES
12'-0" MAX.
EQUAL SPACES
12'-0" MAX.
PLAN NOTES:
1. " C.J. " - DENOTES LOCATION OF SLAB-ON-GRADE
CONSTRUCTION JOINT, SEE DETAIL B1/S-301 FOR INFORMATION.
2. " S.J. " - DENOTES LOCATION OF SLAB-ON-GRADE CONTROL
JOINT, SEE DETAIL B1a/S-301 FOR INFORMATION.
3. " " - INDICATES EXISTING 5" CONCRETE S.O.G.
TO BE DEMOLISHED AND DISPOSED OF OFF
SITE. REPAIR SUBBASE AND PROVIDE 95%
COMPACTION AND CONSTRUCT NEW 5 IN
CONCRETE S.O.G. AS SHOWN, SEE DETAILS
B1/S-301, B1a/S-301, C1/S-301 and C1a/S-301
FOR INFORMATION. PREPARE SURFACE
AND PROVIDE PENETRATING SEALER PER
SPECIFICATION.
4. PROVIDE COATING AND STRIPING PER G-111.
DEDUCTIVE BID ALTERNATE #1:
OMIT WORK DESCRIBED IN NOTE #3.
B1a
S-301
T
Y
P
B1a
S-301
T
Y
P
B1a
S-301
T
Y
P
S
S=4 S.F.
@ MID HGT.
EXG. 4"x72" TRENCH DRAIN
DEPRESS & SLOPE SLAB TO
FLOOR DRAIN GRATE EL.477.74
(REPLACE DRAIN ASSEMBLY
TO MATCH EXISTING
DEPRESS & SLOPE SLAB TO
FLOOR DRAIN GRATE EL.477.74
(REPLACE DRAIN ASSEMBLY
TO MATCH EXISTING
DEPRESS & SLOPE SLAB TO
FLOOR DRAIN GRATE EL.472.14
(REPLACE DRAIN ASSEMBLY
TO MATCH EXISTING
DEPRESS & SLOPE SLAB TO
FLOOR DRAIN GRATE EL.472.14
(REPLACE DRAIN ASSEMBLY
TO MATCH EXISTING
C1a
S-301
T
Y
P
C1a
S-301
T
Y
P
C1a
S-301
T
Y
P
S
T
A
I
R
T
O
W
S
T
A
I
R
T
O
W
E
X
V
X
V
X
V
X
V
X
V
X
V
X
V
X
V
KEY PLAN
NO SCALE
B
ID
D O
C U
M E
N
TS
.1 1.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i t h
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 RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REPAIR PARKING GARAGE
FLOORS AND BEAMS
Project Director
Revisions: Date: JPSEP # 221152.00
JOHN P. STOPEN
ENGINEERING, LLP
P.O. BOX 29, SUITE 400
SYRACUSE, NEW YORK 13201
450 SOUTH SALINA STREET
(315) 472-5238 FAX (315) 472-8430
528A7-22-177
V.A. MEDICAL CENTER
SYRACUSE, NY
January 11, 2023
BID DOCUMENTS
S-101
EXISTING LEVEL C FLOOR PLAN
S-102
A6
S-102
B6
S-102
C6
S-102
D6
S-102
LEGEND
D:LEGEND
LEGEND
NO SCALE
CRACK IN CONCRETE, NUMBER IS APPROXIMATE LINEAR FOOT LENGTH,
NO NUMBER INDICATES ONE LINEAR FOOT OR LESS.
USE DETAILS ON DRAWING C5/S-301 AS REQUIRED.
XXX - XX
DIMENSION IN FEET FROM ' EAST or WEST ' EXTERIOR CURB
E or W (EAST SIDE or WEST SIDE OF GARAGE)
VECTOR CORROSION SERVICES TENDON NUMBER
50 S.F.
6 FT
6 FT
C=4 L.F.
APPROXIMATE AREA OF DELAMINATED OR SPALLED CONCRETE SLAB
OR BEAM SOFFIT. NUMBER IS APPROXIMATE SQUARE FOOT AREA.
NO NUMBER INDICATES ONE SQUARE FOOT or LESS.
USE DETAILS ON DRAWING S-301 AS REQUIRED.
TENDON BREAK / DAMAGE
USE DETAILS C5/S-303 or D5/S-303 AS REQUIRED.
ARROW INDICATES VERTICAL SURFACE OF CONCRETE WALL, COLUMN,
CURB, or BEAM. (C = CRACK & S = DELAMINATED or SPALLED CONCRETE)
NUMBER IS APPROXIMATE LINEAR FOOT LENGTH or SQUARE FOOT, NO
NUMBER INDICATES ONE LINEAR FOOT or ONE SQUARE FOOT OR LESS.
USE DETAILS ON DRAWING S-301 AS REQUIRED.
CRACKED and/or DELAMINATED CONCRETE CURB.
NUMBER IS APPROXIMATE LINEAR FOOT LENGTH.
USE DETAILS B5/S-301 and/or B6/S-301 AS REQUIRED.
NOTE:
QUANTITIES SHOWN ON PLAN WERE THE RESULT OF FIELD SURVEY FROM JPSLLP
AROUND NOV. 2021. USE BID QUANTITIES PER D6/S-301 "REPAIR QUANTITIES ".
S=4 S.F.
or
D:LEVEL_B
EXISTING LEVEL B FLOOR PLAN
3/32" = 1'-0"
256'-4"±
17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±
2'-11
2'-11
239'-4"±17'-0"±
20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 1'-2"±1'-2"±
1'-2"±
2'-11
2'-11
S T
A
W
EXG. ELEVATOR
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
S T
A
W
EXG. F.D.
RAMP UP
RAMP DOWN
RAMP DOWN
E X
G
E
X P
J T
E X
G
E
X P
J T
EXG. 6" CONC. SLAB
EXG. 5" SLAB-ON-GRADE
EXG. 6" HIGH CURB
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
E
EXG
F
EXG
D1
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
E X
G
S x
EXG. ELEVATOR
E X
G
S x
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB EXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG. F.D.
EXG. F.D.
EXG. F.D.
EXG. F.D.
EXG. 6" P/T SLABEXG. 6" P/T SLAB
EXG. 6" P/T SLABEXG. 6" P/T SLAB
EXG. F.D.
EXG. F.D.
EXG. 6" CONC. SLAB
EXG. STAIRWAY
EXG. AIR SHAFT
E X
G
H
I G
H
C
U R
B
EXG. AIR SHAFT
2 S.F.
12 S.F.
2 S.F.
4 S.F.
20 S.F.
F
T
2 FT
1 FT
30 FT
6 S.F.
12 S.F.
11 FT
7 FT
5 FT
6 FT
4 FT
1 FT 7 FT
F
T
F
T
F
2 FT
1 FT
1 FT1 FT
46 FT
6 FT
9 FT
9 S.F.
40 S.F.
6 S.F.
45 FT
10 S.F.
20 S.F.
3 S.F.
3 S.F.
3 S.F.
24 S.F.
4 S.F.
8 S.F.
35 S.F.
15 S.F.
4 S.F.
4 S.F.
2 S.F.
2 S.F.
3 S.F.
2 S.F.
3 S.F.
2 S.F.
8 S.F.
26 S.F.
5 S.F.
30 S.F.
C
F
S=3' S.F.-BUMPER TUBE CONN.
43W - 75.9
44W - 70.1
A5
S-302
R
E
P
L
A
C
E
E
X
J
I
N
T
C5
S-302
R
E
P
L
A
C
E
E
X
I
N
T
1 FT
S J
S J
S.J.
S.J.
S.J.
S.J.
S.J.
E Q
U A
L
S
P A
C E
S
M
A X
EQUAL SPACES
12'-0" MAX.
D5
S-303
D5
S-303
REPLACE BUMPER RAIL, SEE
DETAIL D1/S-301 FOR INFO.
REPLACE BUMPER RAIL, SEE
DETAIL D1/S-301 FOR INFO.
REPLACE BUMPER
RAIL, SEE DETAIL
D1/S-301 FOR INFO.
9'-0"
REMOVE EXG. S.O.G.
REPLACE w/ NEW
5" S.O.G.
S
S
F
PLAN NOTES:
1. " C.J. " - DENOTES LOCATION OF SLAB-ON-GRADE
CONSTRUCTION JOINT, SEE DETAIL B1/S-301 FOR INFORMATION.
2. " S.J. " - DENOTES LOCATION OF SLAB-ON-GRADE CONTROL
JOINT, SEE DETAIL B1a/S-301 FOR INFORMATION.
3. PERFORM REPAIR WORK AT AREAS INDICATED. SEE GENERAL
NOTES A2/S-301 AND SPECIFICATION.
4. PROVIDE COATING AND STRIPING PER G-111.
5. PREPARE AND REPAINT PER SPECIFICATIONS EXISTING
BUMPER RAILS TO REMAIN.
6. " " - INDICATES EXISTING 5" CONCRETE S.O.G.
TO BE DEMOLISHED AND DISPOSED OF OFF
SITE. REPAIR SUBBASE AND PROVIDE 95%
COMPACTION AND CONSTRUCT NEW 5 IN
CONCRETE S.O.G. AS SHOWN, SEE DETAILS
B1/S-301, 1a/S-301 and C1/S-301 FOR
INFORMATION.
7. " " - INDICATES EXISTING 5" CONCRETE S.O.G.
AND PARTIAL ELEVATED SLAB TO
EXPANSION JOINT TO BE DEMOLISHED AND
DISPOSED OF OFF SITE. CONSTRUCT NEW 5
IN CONCRETE S.O.G. AS SHOWN, SEE
DETAIL A5/S-302, FOR INFORMATION.
S
T
A
I
R
T
O
W
S
T
A
I
R
T
O
W
E
X
V
X
V
X
V
X
V
X
V
X
V
X
V
X
V
KEY PLAN
NO SCALE
B
ID
D O
C U
M E
N
TS
.1 1.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i t h
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 RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REPAIR PARKING GARAGE
FLOORS AND BEAMS
Project Director
Revisions: Date: JPSEP # 221152.00
JOHN P. STOPEN
ENGINEERING, LLP
P.O. BOX 29, SUITE 400
SYRACUSE, NEW YORK 13201
450 SOUTH SALINA STREET
(315) 472-5238 FAX (315) 472-8430
528A7-22-177
V.A. MEDICAL CENTER
SYRACUSE, NY
January 11, 2023
BID DOCUMENTS
S-102
EXISTING LEVEL B FLOOR PLAN
S-103
A6
S-103
B6
S-103
C6
S-103
D6
S-103
LEGEND
D:LEGEND
LEGEND
NO SCALE
CRACK IN CONCRETE, NUMBER IS APPROXIMATE LINEAR FOOT LENGTH,
NO NUMBER INDICATES ONE LINEAR FOOT OR LESS.
USE DETAILS ON DRAWING C5/S-301 AS REQUIRED.
XXX - XX
DIMENSION IN FEET FROM ' EAST or WEST ' EXTERIOR CURB
E or W (EAST SIDE or WEST SIDE OF GARAGE)
VECTOR CORROSION SERVICES TENDON NUMBER
50 S.F.
6 FT
6 FT
C=4 L.F.
APPROXIMATE AREA OF DELAMINATED OR SPALLED CONCRETE SLAB
OR BEAM SOFFIT. NUMBER IS APPROXIMATE SQUARE FOOT AREA.
NO NUMBER INDICATES ONE SQUARE FOOT or LESS.
USE DETAILS ON DRAWING S-301 AS REQUIRED.
TENDON BREAK / DAMAGE
USE DETAILS C5/S-303 or D5/S-303 AS REQUIRED.
ARROW INDICATES VERTICAL SURFACE OF CONCRETE WALL, COLUMN,
CURB, or BEAM. (C = CRACK & S = DELAMINATED or SPALLED CONCRETE)
NUMBER IS APPROXIMATE LINEAR FOOT LENGTH or SQUARE FOOT, NO
NUMBER INDICATES ONE LINEAR FOOT or ONE SQUARE FOOT OR LESS.
USE DETAILS ON DRAWING S-301 AS REQUIRED.
CRACKED and/or DELAMINATED CONCRETE CURB.
NUMBER IS APPROXIMATE LINEAR FOOT LENGTH.
USE DETAILS B5/S-301 and/or B6/S-301 AS REQUIRED.
NOTE:
QUANTITIES SHOWN ON PLAN WERE THE RESULT OF FIELD SURVEY FROM JPSLLP
AROUND NOV. 2021. USE BID QUANTITIES PER D6/S-301 "REPAIR QUANTITIES ".
S=4 S.F.
or
D:LEVEL_A
EXISTING LEVEL A FLOOR PLAN
3/32" = 1'-0"
256'-4"±
17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±
2'-11
2'-11
239'-4"±17'-0"±
20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 1'-2"±1'-2"±
1'-2"±
2'-11
2'-11
S T
A
W
EXG. ELEVATOR
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
S T
A
W
EXG. F.D.
RAMP UP
RAMP DOWN
RAMP DOWN
E X
G
E
X P
J T
E X
G
E
X P
J T
EXG. 6" CONC. SLAB
EXG. 6" P/T SLAB
EXG. 6" HIGH CURB
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
E
EXG
F
EXG
D1
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
E X
G
S x
EXG. ELEVATOR
E X
G
S x
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG. F.D.
EXG. F.D.
EXG. F.D.
EXG. F.D.
EXG. 6" P/T SLAB
EXG. 6" P/T SLAB
EXG. 6" P/T SLABEXG. 6" P/T SLAB
EXG. F.D.
EXG. F.D.
EXG. 6" CONC. SLAB
EXG. STAIRWAY
EXG. AIR SHAFT
E X
G
H
I G
H
C
U R
B
E X
G
P E
D E
S T
R I A
N
E N
T R
A N
C E
EXG. AIR SHAFT
6 S.F.
8 S.F.
2 S.F.
3 S.F.
12 S.F.
12 S.F.
20 S.F.
3/8" DEEP
3/8" DEEP
6 S.F.
2 S.F.
2 S.F.
2 S.F.
8 S.F.
20 S.F.
35 S.F.
12 S.F.
3 S.F.
10 S.F.
3 S.F.
4 S.F.
35 S.F.
20 S.F.
3 S.F.
4 S.F.
2 S.F.
3 S.F.
2 S.F.
2 S.F.
65 S.F.
3 S.F.
2 S.F.
4 S.F.
3 S.F.
8 S.F.
6 S.F.
6 S.F.
6 S.F.
115 S.F.
6 S.F.
4 S.F.
24 S.F.
12 S.F.
S=2 S.F.
3 S.F.
4 S.F.
15 FT
3 S.F.
3 S.F.
24 S.F.
6 FT
4 FT
5 FT 18 FT
6 S.F.
30 FT 20 FT
6 S.F.
7 FT
3 FT
1 FT
2 FT
6 FT
4 FT
4 FT27 FT20 FT
6 FT
5 FT
4 FT
8 FT
3 FT
2 FT
3 FT
20 FT
2 FT
20 FT5 FT
S=2 S.F.
2 S.F.
13E - 64
2W - 79.1
42W - 9.1
B5
S-302
R
E
P
L
A
C
E
E
X
I
N
T
C5
S-302
R
E
P
L
A
C
E
E
X
I
N
T
REPLACE BUMPER RAIL, SEE
DETAIL D1/S-301 FOR INFO.
D5
S-303
D5
S-303
D5
S-303
REPLACE BUMPER RAIL, SEE
DETAIL D1/S-301 FOR INFO.
S
S
F
B
U
M
P
E
R
T
U
N
N
S
F
B
U
M
P
E
R
T
U
N
N
S
S
S=2 S.F.
PLAN NOTES:
1. PERFORM REPAIR WORK AT AREAS INDICATED. SEE GENERAL
NOTES A2/S-301 AND SPECIFICATION.
2. PROVIDE COATING AND STRIPING PER G-112.
3. PREPARE AND REPAINT PER SPECIFICATIONS EXISTING
BUMPER RAILS TO REMAIN.
S
T
A
I
R
T
O
W
S
T
A
I
R
T
O
W
E
X
V
X
V
X
V
X
V
X
V
X
V
X
V
X
V
KEY PLAN
NO SCALE
B
ID
D O
C U
M E
N
TS
.1 1.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i t h
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 RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REPAIR PARKING GARAGE
FLOORS AND BEAMS
Project Director
Revisions: Date: JPSEP # 221152.00
JOHN P. STOPEN
ENGINEERING, LLP
P.O. BOX 29, SUITE 400
SYRACUSE, NEW YORK 13201
450 SOUTH SALINA STREET
(315) 472-5238 FAX (315) 472-8430
528A7-22-177
V.A. MEDICAL CENTER
SYRACUSE, NY
January 11, 2023
BID DOCUMENTS
S-103
EXISTING LEVEL A FLOOR PLAN
S-104
A6
S-104
B6
S-104
C6
S-104
D6
S-104
LEGEND
D:LEGEND
LEGEND
NO SCALE
CRACK IN CONCRETE, NUMBER IS APPROXIMATE LINEAR FOOT LENGTH,
NO NUMBER INDICATES ONE LINEAR FOOT OR LESS.
USE DETAILS ON DRAWING C5/S-301 AS REQUIRED.
XXX - XX
DIMENSION IN FEET FROM ' EAST or WEST ' EXTERIOR CURB
E or W (EAST SIDE or WEST SIDE OF GARAGE)
VECTOR CORROSION SERVICES TENDON NUMBER
50 S.F.
6 FT
6 FT
C=4 L.F.
APPROXIMATE AREA OF DELAMINATED OR SPALLED CONCRETE SLAB
OR BEAM SOFFIT. NUMBER IS APPROXIMATE SQUARE FOOT AREA.
NO NUMBER INDICATES ONE SQUARE FOOT or LESS.
USE DETAILS ON DRAWING S-301 AS REQUIRED.
TENDON BREAK / DAMAGE
USE DETAILS C5/S-303 or D5/S-303 AS REQUIRED.
ARROW INDICATES VERTICAL SURFACE OF CONCRETE WALL, COLUMN,
CURB, or BEAM. (C = CRACK & S = DELAMINATED or SPALLED CONCRETE)
NUMBER IS APPROXIMATE LINEAR FOOT LENGTH or SQUARE FOOT, NO
NUMBER INDICATES ONE LINEAR FOOT or ONE SQUARE FOOT OR LESS.
USE DETAILS ON DRAWING S-301 AS REQUIRED.
CRACKED and/or DELAMINATED CONCRETE CURB.
NUMBER IS APPROXIMATE LINEAR FOOT LENGTH.
USE DETAILS B5/S-301 and/or B6/S-301 AS REQUIRED.
NOTE:
QUANTITIES SHOWN ON PLAN WERE THE RESULT OF FIELD SURVEY FROM JPSLLP
AROUND NOV. 2021. USE BID QUANTITIES PER D6/S-301 "REPAIR QUANTITIES ".
S=4 S.F.
or
D:LEVEL_1
EXISTING LEVEL 1 FLOOR PLAN
3/32" = 1'-0"
256'-4"±
17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±
2'-11
2'-11
239'-4"±17'-0"±
20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±
1'-2"± 2'-11
2'-11
S T
A
W
EXG. ELEVATOR
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
S T
A
W
EXG. F.D.
RAMP UP
RAMP DOWN
RAMP DOWN
RAMP DOWN
E X
G
E
X P
J T
E
X G
E
X P
J T
E
X G
E
X P
J T
EXG. 6" CONC. SLAB
EXG. 6" P/T SLAB
EXG. 6" HIGH CURB
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
E
EXG
F
EXG
D1
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG. ELEVATOR
E X
G
H
I G
H
C
U R
B
E X
G
E
N C
L O
S E
D
P
E D
E S
T R
I A
N
W
A L
K W
A Y
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB EXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB
EXG. 6" HIGH CURB EXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. F.D. EXG. F.D.
EXG. F.D.
EXG. F.D. EXG. F.D. EXG. F.D.
EXG. F.D.
EXG. 6" P/T SLABEXG. 6" P/T SLAB
EXG. 6" P/T SLAB
EXG. 6" P/T SLAB
EXG. 6" P/T SLABEXG. 6" P/T SLAB
EXG. F.D.
EXG. F.D.
EXG.
PEDESTRIAN
BRIDGE
EXG. 6" CONC. SLAB
E X
G
G
U A
R D
R A
I L
3 S.F.
4 S.F.
12 S.F.
8 S.F.
42 S.F.
2 S.F.
2 S.F.
2 S.F.
12 S.F.
12 S.F.
4 S.F.
6 S.F.
12 S.F.
15 S.F.
20 S.F.
4 S.F.
4 S.F.
3 S.F.
16 S.F.16 S.F.
25 S.F.
30 S.F.
S=3 S.F.
5 FT
8 S.F.
16 S.F.
12 S.F.
50 S.F.
20 S.F.
18 S.F.
6 S.F.
4'-0"
8 S.F.
8 S.F.
6 FT
4 S.F.
F
T
3 FT
2 FT
2 FT
2 FT
F
T
4 FT
2 FT
3 S.F.
5 FT
3 FT
3 FT
12 FT
6 FT
2 FT
2 FT
5 FT
3 S.F.
3 FT
8 S.F.
F
T
F
16 S.F.
3 S.F.
3 S.F.
2 FT
2 FT
3 FT
4 S.F.
12 S.F.
6 S.F.
16 S.F.
25 S.F.
20 S.F.
10 S.F.
16 S.F.
1 FT 2 FT
3 FT
2 FT
10 FT 10 FT
12 S.F.
6 FT
2 FT
4 FT
4 FT
6 FT
8 S.F.
2 FT
5 FT
1 FT3 FT
2 FT
2 FT
FAILED TENDON
FAILED TENDON
FAILED TENDON
R E
P A
N
D O
N S
D4
S-303
D3
S-303
D2
S-303
D4
S-303
43W - 49
29W - 53.9
R E
P A
N
D O
N
R E
P A
N
D O
N
D4
S-303
B5
S-302
R
E
P
L
A
C
E
E
X
I
N
T
C5
S-302
R
E
P
L
A
C
E
E
X
I
N
T
C5
S-302
R
E
P
L
A
C
E
E
X
I
N
T
REPLACE BUMPER RAIL, SEE
DETAIL D1/S-301 FOR INFO.
REPLACE BUMPER RAIL, SEE
DETAIL D1/S-301 FOR INFO.
D5
S-303
D5
S-303
22W - 70.5
D5
S-303
FAILED TENDON
F A
I L
D
N
D O
N
D3
S-303
S
S
S
S
S
S
S=2 S.F.
S
S
S S S
S
S
S
S
S
SSS
SPALLED POST BASE,
SEE NOTE #4
SPALLED POST BASE,
SEE NOTE #4
SPALLED POST BASE,
SEE NOTE #4
SPALLED POST
BASE, SEE NOTE #4
SPALLED POST
BASE, SEE NOTE #4
SPALLED POST BASE,
SEE NOTE #4
PLAN NOTES:
1. PERFORM REPAIR WORK AT AREAS INDICATED. SEE GENERAL
NOTES A2/S-301 AND SPECIFICATION.
2. PROVIDE COATING AND STRIPING PER G-112.
3. PREPARE AND REPAINT PER SPECIFICATIONS EXISTING
BUMPER RAILS TO REMAIN.
4. REMOVE EXISTING POST, REPAIR SPALLED CONCRETE per
DETAILS B5/S-301 and / or B6/S-301 AND REINSTALL EXISTING
POST.
S
T
A
I
R
T
O
W
S
T
A
I
R
T
O
W
E
X
V
X
V
X
V
X
V
X
V
X
V
X
V
X
V
KEY PLAN
NO SCALE
B
ID
D O
C U
M E
N
TS
.1 1.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i t h
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 RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REPAIR PARKING GARAGE
FLOORS AND BEAMS
Project Director
Revisions: Date: JPSEP # 221152.00
JOHN P. STOPEN
ENGINEERING, LLP
P.O. BOX 29, SUITE 400
SYRACUSE, NEW YORK 13201
450 SOUTH SALINA STREET
(315) 472-5238 FAX (315) 472-8430
528A7-22-177
V.A. MEDICAL CENTER
SYRACUSE, NY
January 11, 2023
BID DOCUMENTS
S-104
EXISTING LEVEL 1 FLOOR PLAN
S-105
A6
S-105
B6
S-105
C6
S-105
D6
S-105
LEGEND
D:LEGEND
LEGEND
NO SCALE
CRACK IN CONCRETE, NUMBER IS APPROXIMATE LINEAR FOOT LENGTH,
NO NUMBER INDICATES ONE LINEAR FOOT OR LESS.
USE DETAILS ON DRAWING C5/S-301 AS REQUIRED.
XXX - XX
DIMENSION IN FEET FROM ' EAST or WEST ' EXTERIOR CURB
E or W (EAST SIDE or WEST SIDE OF GARAGE)
VECTOR CORROSION SERVICES TENDON NUMBER
50 S.F.
6 FT
6 FT
C=4 L.F.
APPROXIMATE AREA OF DELAMINATED OR SPALLED CONCRETE SLAB
OR BEAM SOFFIT. NUMBER IS APPROXIMATE SQUARE FOOT AREA.
NO NUMBER INDICATES ONE SQUARE FOOT or LESS.
USE DETAILS ON DRAWING S-301 AS REQUIRED.
TENDON BREAK / DAMAGE
USE DETAILS C5/S-303 or D5/S-303 AS REQUIRED.
ARROW INDICATES VERTICAL SURFACE OF CONCRETE WALL, COLUMN,
CURB, or BEAM. (C = CRACK & S = DELAMINATED or SPALLED CONCRETE)
NUMBER IS APPROXIMATE LINEAR FOOT LENGTH or SQUARE FOOT, NO
NUMBER INDICATES ONE LINEAR FOOT or ONE SQUARE FOOT OR LESS.
USE DETAILS ON DRAWING S-301 AS REQUIRED.
CRACKED and/or DELAMINATED CONCRETE CURB.
NUMBER IS APPROXIMATE LINEAR FOOT LENGTH.
USE DETAILS B5/S-301 and/or B6/S-301 AS REQUIRED.
NOTE:
QUANTITIES SHOWN ON PLAN WERE THE RESULT OF FIELD SURVEY FROM JPSLLP
AROUND NOV. 2021. USE BID QUANTITIES PER D6/S-301 "REPAIR QUANTITIES ".
S=4 S.F.
or
D:LEVEL_2
EXISTING LEVEL 2 FLOOR PLAN
3/32" = 1'-0"
256'-4"±
17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±
2'-11
2'-11
239'-4"±17'-0"±
20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±
1'-2"± 2'-11
2'-11
S T
A
W
EXG. ELEVATOR
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
S T
A
W
EXG. F.D.
RAMP UP
RAMP DOWN
RAMP DOWN
RAMP DOWN
E X
G
E
X P
J T
E
X G
E
X P
J T
EXG. 6" CONC. SLAB
EXG. 6" P/T SLAB
EXG. 6" HIGH CURB
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
E
EXG
F
EXG
D1
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
E X
G
S x
E X
G
W x
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURB EXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURB EXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. F.D. EXG. F.D.
EXG. F.D.
EXG. F.D. EXG. F.D. EXG. F.D.
EXG. 6" P/T SLABEXG. 6" P/T SLAB
EXG. 6" P/T SLABEXG. 6" P/T SLAB
EXG. 6" P/T SLABEXG. 6" P/T SLAB
EXG. F.D.
EXG. F.D.
E X
G
W x
EXG. STAIRWAY
EXG. ELEVATOR
E X
G
S x
8 S.F.
20 S.F.
10 S.F.
2 S.F.
6 S.F.
3 S.F.
2 S.F.
2 S.F.
2 S.F.
2 S.F.
4 S.F.
2 S.F.
E X
G
E
X P
J T
7W - 75.5 7W - 56.1 7W - 40
3E - 54.8
13E - 5.9
17W - 16.117W - 77.4
20W - 24.3
29W - 21.529E - 21.7
24E - 75.8
35E - 23.6
38E - 88.7
65E - 23.2
REPLACE BUMPER
RAIL, SEE DETAIL
D1/S-301 FOR INFO.
REPLACE BUMPER RAIL, SEE
DETAIL D1/S-301 FOR INFO.
D5
S-302
R
E
P
L
A
C
E
E
X
I
N
T
B3
S-302
R
E
P
L
A
C
E
E
X
I
N
T
B3
S-302
R
E
P
L
A
C
E
E
X
I
N
T
D5
S-303
C5
S-303
C5
S-303
D5
S-303
D5
S-303
D5
S-303
D5
S-303
D5
S-303
D5
S-303
D5
S-303
D5
S-303
FAILED TENDON
S
S
S
S
S
S
PLAN NOTES:
1. PERFORM REPAIR WORK AT AREAS INDICATED. SEE GENERAL
NOTES A2/S-301 AND SPECIFICATION.
2. PROVIDE COATING AND STRIPING PER G-113.
3. PREPARE AND REPAINT PER SPECIFICATIONS EXISTING
BUMPER RAILS TO REMAIN.
S
T
A
I
R
T
O
W
S
T
A
I
R
T
O
W
E
X
V
X
V
X
V
X
V
X
V
X
V
X
V
X
V
KEY PLAN
NO SCALE
B
ID
D O
C U
M E
N
TS
.1 1.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i t h
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 RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REPAIR PARKING GARAGE
FLOORS AND BEAMS
Project Director
Revisions: Date: JPSEP # 221152.00
JOHN P. STOPEN
ENGINEERING, LLP
P.O. BOX 29, SUITE 400
SYRACUSE, NEW YORK 13201
450 SOUTH SALINA STREET
(315) 472-5238 FAX (315) 472-8430
528A7-22-177
V.A. MEDICAL CENTER
SYRACUSE, NY
January 11, 2023
BID DOCUMENTS
S-105
EXISTING LEVEL 2 FLOOR PLAN
S-106
A6
S-106
B6
S-106
C6
S-106
D6
S-106
LEGEND
D:LEGEND
LEGEND
NO SCALE
CRACK IN CONCRETE, NUMBER IS APPROXIMATE LINEAR FOOT LENGTH,
NO NUMBER INDICATES ONE LINEAR FOOT OR LESS.
USE DETAILS ON DRAWING C5/S-301 AS REQUIRED.
XXX - XX
DIMENSION IN FEET FROM ' EAST or WEST ' EXTERIOR CURB
E or W (EAST SIDE or WEST SIDE OF GARAGE)
VECTOR CORROSION SERVICES TENDON NUMBER
50 S.F.
6 FT
6 FT
C=4 L.F.
APPROXIMATE AREA OF DELAMINATED OR SPALLED CONCRETE SLAB
OR BEAM SOFFIT. NUMBER IS APPROXIMATE SQUARE FOOT AREA.
NO NUMBER INDICATES ONE SQUARE FOOT or LESS.
USE DETAILS ON DRAWING S-301 AS REQUIRED.
TENDON BREAK / DAMAGE
USE DETAILS C5/S-303 or D5/S-303 AS REQUIRED.
ARROW INDICATES VERTICAL SURFACE OF CONCRETE WALL, COLUMN,
CURB, or BEAM. (C = CRACK & S = DELAMINATED or SPALLED CONCRETE)
NUMBER IS APPROXIMATE LINEAR FOOT LENGTH or SQUARE FOOT, NO
NUMBER INDICATES ONE LINEAR FOOT or ONE SQUARE FOOT OR LESS.
USE DETAILS ON DRAWING S-301 AS REQUIRED.
CRACKED and/or DELAMINATED CONCRETE CURB.
NUMBER IS APPROXIMATE LINEAR FOOT LENGTH.
USE DETAILS B5/S-301 and/or B6/S-301 AS REQUIRED.
NOTE:
QUANTITIES SHOWN ON PLAN WERE THE RESULT OF FIELD SURVEY FROM JPSLLP
AROUND NOV. 2021. USE BID QUANTITIES PER D6/S-301 "REPAIR QUANTITIES ".
S=4 S.F.
or
D:LEVEL_3
EXISTING LEVEL 3 FLOOR PLAN
3/32" = 1'-0"
256'-4"±
17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±
2'-11
2'-11
239'-4"±17'-0"±
20'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 6'-0"± 17'-0"± 20'-0"± 20'-0"± 20'-0"± 20'-0"± 17'-0"± 1'-2"±1'-2"±
1'-2"± 2'-11
2'-11
S T
A
W
EXG. ELEVATOR
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
EXG. STAIRWAY
E X
G
H
I G
H
C
U R
B
S T
A
W
EXG. F.D.
RAMP UP
RAMP DOWN
RAMP DOWN
RAMP DOWN
E X
G
E
X P
J T
E
X G
E
X P
J T
EXG. 6" CONC. SLAB
EXG. 6" P/T SLAB
EXG. 6" HIGH CURB
EXG
E
EXG
F
EXG
D
EXG
C
EXG
B
EXG
A
EXG
E
EXG
F
EXG
D1
EXG
C
EXG
B
EXG
A
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
EXG
8E
EXG
8W
EXG
EXG
EXG
EXG
EXG
EXG
EXG. SNOW
REMOVAL RAMP
EXG. SNOW
REMOVAL RAMP
E X
G
S x
EXG. W12x35
EXG. ELEVATOR
E X
G
S x
EXG. W12x35
EXG. W12x35
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
E X
G
H
I G
H
C
U R
B
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURB EXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. 6" HIGH CURB EXG. 6" HIGH CURB
EXG. 6" HIGH CURBEXG. 6" HIGH CURB
EXG. F.D. EXG. F.D.
EXG. F.D.
EXG. F.D. EXG. F.D. EXG. F.D.
EXG. 6" P/T SLABEXG. 6" P/T SLAB
EXG. 6" P/T SLABEXG. 6" P/T SLAB
EXG. 6" P/T SLABEXG. 6" P/T SLAB
2 S.F.
6 S.F.
3 S.F.
4 S.F.
4 S.F.
16 S.F.
12 S.F.
12 S.F.
2 S.F.
16 S.F.
12 S.F.
2 S.F.
16 S.F.
10 S.F.
10 S.F.
2 S.F.
2 S.F.
8 S.F.
EXG. F.D.
4 S.F.
8 S.F.
10 S.F.
2 S.F.
E X
G
E
X P
J T
62E - 12.3
50E - 61.3
38E - 10.3
26E - 23.7
45W - 52.8
33W - 3.9
17W - 77.1
A2
S-302
R
E
P
L
A
C
E
E
X
I
N
T
B3
S-302
R
E
P
L
A
C
E
E
X
I
N
T
B3
S-302
R
E
P
L
A
C
E
E
X
I
N
T
REPLACE BUMPER
RAIL, SEE DETAIL
D1/S-301 FOR INFO.
REPLACE BUMPER RAIL, SEE
DETAIL D1/S-301 FOR INFO.
D5
S-303
D5
S-303
D5
S-303
D5
S-303
D5
S-303
D5
S-303
D5
S-303
12.5 FT
S
PLAN NOTES:
1. PERFORM REPAIR WORK AT AREAS INDICATED. SEE GENERAL
NOTES A2/S-301 AND SPECIFICATION.
2. PROVIDE COATING AND STRIPING PER G-113.
3. PREPARE AND REPAINT PER SPECIFICATIONS EXISTING
BUMPER RAILS TO REMAIN.
S
T
A
I
R
T
O
W
S
T
A
I
R
T
O
W
E
X
V
X
V
X
V
X
V
X
V
X
V
X
V
X
V
KEY PLAN
NO SCALE
B
ID
D O
C U
M E
N
TS
.1 1.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i t h
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 RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
REPAIR PARKING GARAGE
FLOORS AND BEAMS
Project Director
Revisions: Date: JPSEP # 221152.00
JOHN P. STOPEN
ENGINEERING, LLP
P.O. BOX 29, SUITE 400
SYRACUSE, NEW YORK 13201
450 SOUTH SALINA STREET
(315) 472-5238 FAX (315) 472-8430
528A7-22-177
V.A. MEDICAL CENTER
SYRACUSE, NY
January 11, 2023
BID DOCUMENTS
S-106
EXISTING LEVEL 3 FLOOR PLAN
S-107
A6
S-107
B6
S-107
C6
S-107
D6
S-107
LEGEND
D:LEGEND
LEGEND
NO SCALE
CRACK IN CONCRETE, NUMBER IS APPROXIMATE LINEAR FOOT LENGTH,
NO NUMBER INDICATES ONE LINEAR FOOT OR LESS.
USE DETAILS ON DRAWING C5/S-301 AS REQUIRED.
XXX - XX
DIMENSION IN FEET FROM ' EAST or WEST ' EXTERIOR CURB
E or W (EAST SIDE or WEST SIDE OF GARAGE)
VECTOR CORROSION SERVICES TENDON NUMBER
50 S.F.
6 FT
6 FT
C=4 L.F.
APPROXIMATE AREA…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .