SF101.3A A0004.pdf
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- Solicitation number
- 36C24125R0077Solicitation
About this file
This document is a Structural Foundation Plan for Phase 3, Area A of a construction project at West Roxbury VA Medical Center in West Roxbury, Massachusetts. The drawing, prepared by Miller-Remick LLC Consultants as the Engineer of Record, details the foundation design for a new Emergency Generator Building and associated infrastructure as part of a larger project to replace boilers and upgrade controls.
The foundation plan specifies that all foundations must be constructed on micropiles, with the contractor required to retain a Professional Engineer registered in the project jurisdiction for micropile foundation design. The plan identifies multiple pile cap types (PC4, PC5A, PC6A) with varying elevations ranging from 90'-0" to 96'-0", grade beam types (GB1 through GB17) at elevation 95'-0" with some variations, and pier types (P1, P2) positioned at -1'-0" below slab elevation. Key contract requirements include dewatering the existing site prior to excavation, exercising caution during excavation due to unknown buried debris with mandatory removal and disposal of existing debris and abandoned subgrade structures, and coordination of all below-slab utilities and penetrations with concrete and reinforcing steel. A geotechnical engineer must be retained for design and inspection of micropiles. The document includes Addendum 01 dated March 2, 2026, and was issued for construction as bid documents on November 14, 2025, with an effective date of March 13, 2026.
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Text version
A
8 7 6 5 4
C
D
B
[94' - 6"]
PC4
[94' - 6"]
PC4
[94' - 6"]
PC4
[94' - 6"]
PC4
[90' - 0"]
PC4
[94' - 6"]
PC4
[94' - 6"]
PC4
[94' - 6"]
PC4
[90' - 0"]
PC4
[94' - 6"]
PC4
[94' - 6"]
PC4
[96' - 0"]
PC5A
[94' - 6"]
PC4
[94' - 6"]
PC4
21' - 4" 18' - 0" 18' - 0" 18' - 0" 25' - 3"
P1
P1P1P1P1
P1P1P1P1
A.4
C.7
EXISTING FTG, VIF
PIPE BRIDGE FTG &
POST (TYP); SEE
SF101.3E
7.68.48.7
E
F
1" GAP
5' - 0" 7' - 6" 7' - 6"
SLAB PILE (TYP),
SEE SF111.3A
S-211.3
S-302.3
S-501
S-501
S-501
S-501
S-501
TYP
TYP @
THK SLAB
& COL
TYP @
GB
TYP @
COL
/2
PIPE PIT
S-511
TRENCH; SEE
SF111.3A
F O
R C
O N
T
IN
U A
T
IO
N
S E
E D
R A
W
IN
G S
F .3
B
1' - 3"
S-511
FOUNDATION
WALL
F O
R C
O N
T
IN
U A
T
IO
N
S E
E D
R A
W
IN
G S
F .5
18' - 0" VIF
G B
G B
A
GB6 (95' - 0")
EXIST FTG; B/FTG
EL=96'-0" REF,
VIF
1" GAP
G B
S-511
GB6 (95' - 0") GB6 (95' - 0") GB6 (90' - 6") GB6 (95' - 0")GB6 (96' - 0")
GB4B (95' - 0") GB4C (95' - 0")GB4A (95' - 0")GB4A (95' - 0")
GB5 (95' - 0") GB5 (95' - 0")GB5 (95' - 0")GB5 (95' - 0")
S-511
TY
P
S-501
S-501
GB1 (95' - 0")
GB2 (95' - 0")
GB2 (95' - 0")
GB2 (95' - 0")
GB2 (95' - 0")
GB2 (95' - 0")
G B
A
G B
G B
GB6 (95' - 0")GB6 (95' - 0")GB6 (95' - 0") GB6 (95' - 0")
G B
G B
G B
TYP @
THK SLAB
& GB
TRENCH; SEE
SF111.3A
TY
P C
OL
TY
P G B
PILE CAP
(TYP)
EXIST FND WALL
REF, VIF
GB1 (95' - 0")GB1 (95' - 0")GB1 (95' - 0") GB1 (95' - 0")
S-302.3
S-511
TYP
7' - 6" 1' - 4"
[94' - 6"]
PC6A
[94' - 6"]
PC6A
GB3 (95' - 0")
TY
P
S-212.3
P2
(96' - 0")
[93' - 0"]
(96' - 0")
[93' - 0"] [93' - 0"]
(96' - 0")
(96' - 0")
(96' - 0")
(96' - 0")
(9
(93' - 6")
[93' - 6"]
(9
(9
(96' - 0")
[93' - 0"]
[94' - 0"]
(9
[93' - 0"] [93' - 0"]
(9
(9
G B
G B
GB17 (95' - 0")
GB17 (95' - 0")
(93' - 6")
(93' - 6")
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
21 4 5 6 7 8 9 10
Phase
ENGINEER OF RECORD MILLER-REMICK LLC
PROFESSIONAL ENGINEERCONSULTANTS
321 4 5 6 7 8 9 10
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR
ANY PURPOSE WHATSOEVER WITHOUT THE SEAL AND
SIGNATURE OF THE PROFESSIONAL ENGINEER
o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h o n e fo o t th re e in c h o n e fo o t
523A4-20-208
PLAN
NORTH
KEYPLAN
ACTUAL
NORTH
NEW
EMERGENCY
GENERATOR
BLDG.
MR PROJECT NO:
Hazardous Materials:
MABBETT & ASSOCIATES
Architect & Civil Engineering:
WBRC
Fire & Life Safety:
KOFFEL ASSOCIATES
Electronic Security:
GRW
Tunnel Structural & Civil Engineering:
PEC
EXISTING
BOILER
PLANT
NEW BOILER
PLANT
TUNNEL
BLDG 1
Physical Security:
FORCE PROTECT
/1
/2
:4
:3
P
M
SF101.3A
STRUCTURAL
FOUNDATION PLAN
PHASE 3, AREA A
REPLACE BOILERS AND
UPGRADE CONTROLS
WEST ROXBURY VA MEDICAL CENTER
WEST ROXBURY, MA
11/14/2025 ER DS
BID DOCUMENTS
ISSUED FOR CONSTRUCTION
0506-0012
SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN - PHASE 3 AREA A
PLAN NOTES:
1. ALL FOUNDATIONS TO BE CONSTRUCTED ON MICROPILES. CONTRACTOR TO
RETAIN PROFESSIONAL ENGINEER REGISTERED IN PROJECT JURISDICTION FOR
DESIGN OF MICROPILE FOUNDATION.
2. PC# DENOTES PILE CAP TYPE. SEE S-502 & S-503.
3. [#'-##"] DENOTES BOTTOM OF PILE CAP ELEVATION.
4. GB# DENOTES GRADE BEAM TYPE. SEE S-703 FOR GRADE BEAM SCHEDULE.
5. (#'-##") DENOTES BOTTOM OF GRADE BEAM ELEVATION.
6. P# DENOTES PIER TYPE. TOP OF PIER EL = -1'-0" BELOW SLAB ELEVATION,
UNO. SEE S-703 FOR PIER SCHEDULE.
7. SEE S-701 FOR COLUMN SCHEDULE.
GENERAL SHEET NOTES:
1. REFER TO DRAWING S-001 AND S-002 FOR STRUCTURAL GENERAL NOTES AND
ABBREVIATIONS.
2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING DUE TO UNKNOWN BURIED
DEBRIS. ALL EXISTING DEBRIS AND ABANDONED SUBGRADE STRUCTURES, FEATURES,
AND/OR OBJECTS ARE TO BE REMOVED AND DISPOSED OF.
3. DEWATER EXISTING SITE PRIOR TO EXCAVATION FOR FOUNDATIONS. REFER TO
GENERAL NOTES AND SPECIFICATIONS.
4. RETAIN GEOTECHNICAL ENGINEER FOR DESIGN AND INSPECTION OF MICROPILES. REFER
TO GENERAL NOTES AND SPECIFICATIONS.
5. FOR PROJECT WORK POINT, SEE DRAWING SF101.5
6. COORDINATE ALL BELOW-SLAB UTILITIES AND PENETRATIONS WITH CONCRETE AND
REINFORCING STEEL.
NO. DESCRIPTION DATE
1 ADDENDUM 01 03/02/26
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