S02 Sol 0004 AttJ.1c of 7 VA 585-21-115 Final Bid Drawing Set 01AUG24 VOL.pdf
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- Solicitation number
- 36C25225R0004
About this file
These are civil and structural engineering construction drawings for a boiler plant replacement project at the Oscar G. Johnson VA Medical Center in Iron Mountain, MI. The drawings show detailed plans for utility infrastructure including sanitary sewer, storm drainage, water lines, and fuel pipe trenches, with specific elevations, slopes, and connection points indicated throughout the site.
The drawings include foundation demolition plans, new foundation construction details, equipment pad specifications, and fuel oil tank site plans. Key technical details include 30" PVC DR35 pipe installations at 0.75% slope, various manhole specifications with rim and invert elevations, concrete pad dimensions up to 24" thick, and precast tunnel sections for fuel lines. The plans incorporate coordination requirements with mechanical, electrical, and plumbing systems, and specify minimum 4,000 PSI concrete strength where required. The drawings are part of the final bid set dated February 23, 2024, prepared by Encorus Group for the Department of Veterans Affairs Office of Construction and Facilities Management.
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154' OF 30" PVC DR 35 @ 0.75%
60' OF 30" PVC DR 35 @ 0.75%
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EX 10"
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EX 6" WATER
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EX 24"
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NEW UTILITY
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NEW 6" RAIN
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302' OF 4" HDPE DR 21 @ 0%
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39' OF 4" CAST IRON@ 2% INV OUT 1140.50
31' OF 6" CAST IRON@ 2% 50' ARC LENGTH
INSULATE PIPE
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MAIN
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Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
CIVIL UTILITY PROFILES FINAL BID SET
REPLACE BOILER PLANT
325 EAST "H" STREET
IRON MOUNTAIN, MI 49801
2024-02-23
CU172
SITE
585-21-115
Br DJL
REV 0 - 100% BID SET 2024-02-23
SCALE: VERTICAL: 1" = 5'-0" HORIZTONAL: 1" = 20'-0"
STORM PROFILE2
2/CU171
12 16
GENERAL NOTES
1. SEE C-001 FOR CIVIL SERIES NOTES AND LEGENDS
SCALE: VERTICAL: 1" = 5'-0" HORIZTONAL: 1" = 20'-0"
SANITARY PROFILE1
1/CU171
SCALE: VERTICAL: 1" = 5'-0" HORIZTONAL: 1" = 20'-0"
FUEL PIPE TRENCH3
3/CU171
REV 1 - PRE-BID UPDATES 2024-08-01
8/1/2024 SHEET 22
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
AutoCAD SHX Text
REMOVABLE COVER
2" FUEL OIL SUPPLY
PLAN
ASPHALT JOINT
A A
SECTION A-A
56"
8"
8"
8"
5"
MIN
8" MI
N
CAST IN PLACE TOOTHED ANCHOR
CHANNELS WITH 5/8" DIA TOOTHED
T-BOLTS AND (3) WELDED "I" ANCHORS,
HOT-DIPPED GALVANIZED
4.5" DIA (TYP)
1 5/8" METAL FRAMING SYSTEM CHANNEL
(TYP)
ELECTRICAL CONDUIT (TYP)
SEE ELECTRICAL DRAWINGS
FOR ADDITIONAL INFORMATION
1.5" CALCIUM SILICATE
INSULATION W/
ALUMINUM JACKET
(TYP)
2" FUEL OIL RETURN
PIPE SUPPORT (TYP)
PIPE SADDLE (TYP)
1 5/8" METAL FRAMING SYSTEM POST
BACK-TO-BACK STRUT CHANNEL
2" FUEL OIL SUPPLY 4" CONTAINMENT PIPE
PIPE INSULATION
2" FUEL OIL RETURN
ELECTRICAL CONDUIT
NOTE:
1. FOR DESIGN OF CONCRETE UTILITY TUNNEL, REFER TO STRUCTURAL DRAWINGS.
8'
MA
X
SU
PP
OR
T
SP
AC
IN
G
90° FITTING
MIN WORKING LOAD: 500LB (TYP)
FLOOR MOUNT POST BASE
ANCHOR WITH ONE 1/2" DIA ASTM THREADED ROD
WITH EPOXY ADHESIVE, 4 1/2" EMBEDMENT.
INSTALL PER MANUFACTURER'S INSTRUCTIONS.
1 5/8" METAL FRAMING SYSTEM POST
BACK-TO-BACK STRUT CHANNEL
1 5/8" METAL FRAMING SYSTEM CHANNEL
(TYP)
5"
MIN
1 1 /2"
MI
N
1 1/2"
MIN
1 1 /2"
MI
N
(T
YP
1 1/2"
MIN
NOTES:
1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS.
2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS REQUIRED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS.
3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE REQUIRED TO PROTECT CHANNEL AND CONCRETE
SURROUND.
4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" ABOVE THE TOP OF THE CHANNEL EDGE.
5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS.
6. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.
EXPANSION JOINT
SEE NOTE 3
PAVEMENT PER
DESIGN DOCUMENTS
SEE NOTE 4
6"
6"
6"
1/8
6"
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
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
CIVIL UTILITY FUEL TRENCH
DETAILS
100% BID SET
REPLACE BOILER PLANT
325 EAST "H" STREET
IRON MOUNTAIN, MI 49801
2024-02-23
CU501
SITE
585-21-115
Br CJR
REV 0 - 100% BID SET 2024-02-23
SCALE: 1" = 10'
FUEL TUNNEL DETAIL1 SCALE: NTS
TRENCH DRAIN DETAIL - EXPOSED CONCRETE2
GENERAL NOTES
1. SEE C-001 FOR CIVIL SERIES NOTES AND LEGENDS
SHEET 232/22/2024
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 one quarter inch = one foot
ECCENTRIC CONE
"O" RING JOINT
FOR "O" RING JOINTS, ASPHALTIC JOINT
COMPOUND (60-100mil) SHALL BE BUTTERED
ON SPIGOTS AND BELLS PRIOR TO
ASSEMBLING THE MANHOLE SECTIONS.
AFTER THE BARREL SECTIONS ARE
ASSEMBLED, THE EXCESS JOINT COMPOUND
SHALL BE TROWELED OFF THE INSIDE AND
OUTSIDE FACES. THE INSIDE FACE OF THE
JOINT SHALL THEN BE TROWELED.
2° TAPER
FIRST MANHOLE STEP SHALL BE 6"
FROM THE TOP OF THE CONE.
6" CLASS 1, NO. 1 STONE COMPACTED TO THE
PROPER ELEVATION, REQUIRED UNDER ALL
MANHOLE BASES.
6" BELOW LOWEST INVERT (EMBED MIN. 12"
INTO CLEAN #1 STONE)
70"
6"
8"
6" (M
IN
THE CHANNEL WIDTHS OF ALL BENCH TROUGHS
SHALL BE EQUAL TO THE DIAMETER OF THE PIPE.
2 1 /2"
C L
RIM ELEVATION OF THE COVER TO BE FLUSH
WITH PAVEMENT
THE JOINT BETWEEN THE MANHOLE FRAME AND
THE EXTENSION RING TO BE MADE WITH AN
APPROVED COMPOUND SUCH AS DEWITT NO.10,
DURASEAL 3101, PIONEER 301 OR EQUAL.
5'-0" 5"
8" 2'-0"
6"
8"
2'- 6"
(M
IN
) 4 '-0
"(M
AX
3'- 0"
MI
N.
6' -0
"M
AX
1"
6"
#4 6" EW (12' DEPTH OR LESS)
#5 5" EW (12' DEPTH OR MORE)
4000 P.S.I. CONCRETE FILL
ADJUST TO GRADE WITH APPROVED PRE-CAST
EXTENSION RINGS.
(A) THE JOINTS BETWEEN THE CONE SECTION AND THE
EXTENSION RINGS SHALL BE MORTARED IN PLACE,
(B) THE INDIVIDUAL RINGS SHALL NOT EXCEED 6" IN
THICKNESS. THE TOTAL NUMBER PLACED SHALL BE
LIMITED TO 2 OR A MAXIMUM OF 12" IN HEIGHT.
(C) THE ENTIRE OUTSIDE SURFACE FROM THE FRAME
CASTING TO THE CONE SECTION SHALL BE COATED
WITH COATING MATERIAL.
SEWER PIPE SHALL NOT BE CLOSER THAN
6" TO MANHOLE JOINT SURFACES FOR BASE
AND BARREL SECTIONS.
WATERTIGHT MANHOLE BOOT SEAL OR LINK-SEAL CONSISTING
OF SOLID SYNTHETIC RUBBER LINKS CONNECTED WITH HEAVY
ELONGATED WASHERS, BOLTS AND NUTS.
AFTER INSTALLATION, THE LINK SEAL ASSEMBLIES AT THE
WALL PENETRATIONS OF THE MANHOLE SHALL BE COATED.
ASTM C478 (LATEST DATE) REINFORCED
CONCRETE (4000 PSI) TONGUE AND GROOVE
SECTIONS WITH ROUND NEOPRENE GASKETS
OR SUPERSEAL.
SEE DETAIL 3
THIS SHEET
FINISHED GRADE
5'-0"
PIPE SIZE MANHOLE I. D.
18"
TEE FITTING EQUAL
IN SIZE TO SEWER
2/3 D
IA
"TEE CUTOUT"
PLAN
SANITARY SEWER
CONCRETE BENCH
SECTION D-D
STAINLESS STEEL SCREWS THROUGH
STRAPS AND INTO PRESSURE
TREATED WOOD (BOTH SIDES) WOOD
BLOCKING SHALL BE HAUNCHED TO
ACCEPT THE CURVATURE OF THE
PIPE DIAMETER
COUPLING (AS NECESSARY)
90° SWEEPING ELBOW OR (2)
45° BENDS ANGLED
DOWNSTREAM
MAXIMUM DISTANCE 4"
MANHOLE WALL
CORE DRILL & PROVIDE WATERTIGHT
CONNECTION (SEE CONNECTION TO EXISTING
MH DETAIL)
SANITARY SEWER
3'-0"MIN
SEE DETAIL ``TEE
CUTOUT"
RUN EQUAL IN SIZE
TO SEWER
DROP ASSEMBLY CAN ALSO BE A DURAN,
INC INSIDE DROP BOWL, OR APPROVED
EQUAL
DROP LEG SIZE AS NOTED ON
PLANS (P.V.C. )
ANCHOR AS REQUIRED WITH ALUMINUM OR
STAINLESS STEEL STRAPS AND BOLTS (4'-0"
O.C. MAXIMUM SPACING)
1. A DROP PIPE SHALL BE PROVIDED FOR A SEWER ENTERING A MANHOLE AT AN ELEVATION OF 24 INCHES
OR MORE ABOVE THE MANHOLE INVERT ONLY INSIDE DROP ASSEMBLIES WILL BE ALLOWED.
2. INSIDE DROP LEG SHALL BE INSTALLED ON MANHOLE WALL LOCATED AS SHOWN OR AS APPROVED BY
ECDSM
3. ON NEW CONSTRUCTION INSIDE DROP ASSEMBLIES SHALL BE INSTALLED IN MANHOLES NOT LESS THAN
5'-0" IN DIAMETER
NOTES:
PROPOSED SEWER
STAIRS
REDUCER SECTION
D
D
1. FOR TRENCH WIDTHS EXCEEDING 4' REFER TO VA STANDARD
DETAIL 32 12 16-02 "TYPE 2 UTILITY TRENCH PATCH". FOR TRENCH
WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS,
REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".
2. 2" MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS
GREATER.
3. BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY
FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6'.
4. 4" MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE
COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS
GREATER.
REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH
PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.
4'-0" MAX
1'-0" MAX1'-0" MAX
ABC 100% MIN
COMPACTION
ASPHALTIC CONCRETE
EXISTING
PAVEMENT
TACK COAT (TYP)
TRENCH
BACKFILL
SAW CUT EXISTING
ASPHALT (FULL DEPTH
BOTH SIDES)
90% MIN COMPACTION
4. 4" MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE
COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS
GREATER. PORTLAND CEMENT CONCRETE (PCC) THICKNESS EQUAL
TO EXISTING.
1. FOR TRENCH WIDTHS 4' OR LESS REFER TO VA STANDARD DETAIL
32 12 16-01 "TYPE 1 UTILITY TRENCH PATCH". FOR TRENCH WHERE
PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS, REFER
TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".
2. 2" MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS
GREATER.
3. BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY
FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6'.
REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH
PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.
TRENCH WIDTHS
GREATER THAN 4'-0"
PATCH WIDTH IN
ACCORDANCE
WITH AGENCY
REQUIREMENTS
TRENCH
BACKFILL
EXISTING
PAVEMENT
TACK COAT (TYP)
SAW CUT EXISTING
ASPHALT (FULL DEPTH
BOTH SIDES)
GRANULAR MATERIAL
OR PCC
90% MIN COMPACTION
SST SAFETY CHAINS (TYP)
8"
VENT OUT EAST SIDE OF TANK AND RUN TO
BUILDING WALL ADJACENT TO CONTROL BOX
4'X4' ALUMINUM ACCESS HATCH
304 SST SCHED 40 DOUBLE GUIDE
RAIL SYSTEM PER WWS PRODUCTS
SPECIFICATION SHEETS
EL 1138.55
LIFTING CABLE PER PUMP
MANUFACTURER REQUIREMENTS
PRECAST WETWELL, SHOP
DRAWING SUBMITTAL REQUIREDBASE BELOW
PUMP DISCHARGE DIAMETER
304 SST ANCHOR BOLTS PER PUMP
MANUFACTURER REQUIREMENTS
GROUT FILLET ALL AROUND
ANGLE=30°-45°
6" M
IN
NOTES:
1. THE WETWELL HATCH SHALL BE US FOUNDRY, NEEHAN (OR APPROVED EQUAL) THD/TPD ALUMINUM ACCESS HATCHES. ALL
HARDWARE TO BE 316 STAINLESS STEEL.
2. FALL PROTECTION REQUIRED FOR WETWELL (SUBMITTAL REQUIRED).
3. HATCHES TO BE EQUIPPED WITH AUTOMATIC HOLD OPEN ARMS, HORIZONTAL COMPRESSION SPRINGS, WATERTIGHT SLAM
LOCKS, RECESSED OVERSIZE,
PADLOCK BOX, AND SAFETY CHAINS. HINGES TO BE ATTACHED USING TAMPER PROOF CARRIAGE BOLTS WITH WELDED BUTS.
5. SHOP DRAWINGS REQUIRED FOR PRECAST WETWELL. ALL PRECAST STRUCTURES MUST MEET ASTM C478 SPECIFICATIONS.
6. GRINDER PUMP 3hp, 3 PHASE, 460V & 4" DISCHARGING PIPE.
2 STRIPS OF "RAMNEK"
(OR APPROVED EQUAL)
3/4" x 45 CHAMFER CAST IN SLAB ON
TOP AND UNDERSIDES OF ALL SLAB
OPENINGS AND EXTERIOR SURFACES.
2 STRIPS OF "RAMNEK" (OR
APPROVED EQUAL) AT ALL JOINTS
WALL PENETRATION SEAL (TYP)
ALL PIPE OPENINGS
2"
PUMPS OFF EL 1131.00
EL 1136.03N
EL1142.88
6" MIN
4" 316 STAINLESS
STEEL
4" DR 14 HDPE
8'
LEAD PUMP ON
LAG PUMP ON
HIGH WATER ALARM
EL 1133.50
EL 1134.50
EL 1135.00
WETWELL BOTTOM EL 1130.50
EL 1139.78W
PLUG VALVE
GRAVITY
SEWER
VENT
1'
PRESSURE
GAUGE
FLANGED PLUG
FLANGED WEIGHT AND LEVER
CHECK VALVE W/SST BOLTS
PRECAST VALVE VAULT
PIPE SUPPORT
3" PLUG W/316 SST WIRE ROPE
CABLE ATTATCH TO TOP SLAB
3' MIN
CHECK VALVE
W/BUNA-N
TEE (FL X FL) (TYP)
GROUT SLOPE (1:12)
TOWARD SUMP (MIN)
4' MIN
CHECK VALVE
PLUG VALVE
DRAIN LINE
3" DR 35 PJ
6'
4'X4' ALUMINUM ACCESS HATCH
9" MIN
" M
IN
A
A
FOUR 7/8" DIAMETER HOLES ON
33 3/4" DIAMETER BOLT CIRCLE
" D
IA
ME
TE
R
25 1/2"
24 1/4"
7"
1 1 /2"
22"
26 3/16"
36" DIAMETER
B B
24" DIAMETER
24" DIAMETER
1 1 /2"
1 1 /2"
1/4
1/4
SECTION A-A
SECTION B-B
SECTION B-BATERNATE PROFILES
PERMITTED
NOTES:
1. THE CASTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT STANDARD
SPECIFICATION FOR GRAY IRON CASTINGS.
2. ALL CASTINGS SHALL BE CLEARED BY CURRENT APPROVED BLASTING
METHODS.
3. THE SEATING FACE OF THE LID AND THE SEAT FOR THE SAME ON THE
FRAME SHALL BE GROUND OR MACHINED SO THAT THE LID WILL HAVE AN
EVEN BEARING ON ITS SEAT TO PREVENT ROCKING OR TILTING.
4. THE CASTINGS SHALL BE FREE OF POURING FAULTS, BLOW HOLES, CRACKS
AND OTHER IMPERFECTIONS. THEY SHALL BE SOUND, TRUE TO FORM AND
THICKNESS, CLEAN AND NEATLY FINISHED, AND SHALL BE COATED WITH COAL TAR
PITCH VARNISH.
5. THIS COVER IS DESIGNED TO FIT ON ANY MANHOLE OR ON ANY EXISTING
SIMILAR STRUCTURE WHEN SO DESIGNATED ON THE PLAINS.
6. LID SHALL BE LABLED SANITARY MH.
Br CJR
REV 0 - 100% BID SET 2024-02-23
SCALE: NTS
MONOLITHIC PRECAST BASE SANITARY MANHOLES1
GENERAL NOTES
1. SEE C-001 FOR CIVIL SERIES NOTES AND LEGENDS
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
CIVIL UTILITY SEWER DETAILS FINAL BID SET
REPLACE BOILER PLANT
325 EAST "H" STREET
IRON MOUNTAIN, MI 49801
2024-02-23
CU502
SITE
585-21-115
SCALE: NTS
INSIDE DROP PIPE DETAIL2
SCALE: NTS
TYPICAL TYPE 1 UTILITY TRENCH PATCH6 SCALE: NTS
TYPICAL TYPE 2 UTILITY TRENCH PATCH7SCALE: NTS
SEWER LIFT STATION5
SCALE: NTS
MDOT B FRAME & COVER3
REV 1 - PRE-BID UPDATES 2024-08-01
8/1/2024 SHEET 24
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
8" KNOCKOUT
BOTH SIDES
5'-0"
6"
5'- 1"
4'-
VA
RI
ES
RI
SE
T
O
SU
RF
AC
E
6"
4'-0" 6"
FLOW LINE
4'- 3"
6"
SECTION A-A
#2 CRUSHED
STONE
NATIVE SOIL
EXISTING GROUND
3' X 5' ALUMINUM
ACCESS HATCH
'-0
RIM ELEVATION OF THE COVER
TO BE FLUSH WITH PAVEMENT
B
B
RIM ELEVATION OF THE COVER
TO BE FLUSH WITH PAVEMENT
FLOW
6" 45° BEND
CAST IRON OR DUCTILE IRON PIPE
6" PLUG
OMIT WHERE SEWER JOINS
BUILDING CONNECTION
SANITARY WYE
18" X 18" X 6" CONCRETE
SLAB WITH HELIX STEAL
FIBERS
COUNTERSUNK PLUGFINISH
GRADE
IN
UNPAVED
AREA
2"
IN
U
NP
AV
ED
A
RE
A
FINISH
GRADE
IN PAVING
SECTION "A"-"A"
TOP VIEW
NOTES:
CONCRETE: 4000 PSI @ 28 DAYS.
STEEL: ASTM A496-A615 GRADE 60-60 KSI
FRAME W/ NEENAH R-3561 GRATE, OR
APPROVED EQUAL, FOR CATCH BASINS
NOT WITHIN CURB.
5" DIA DRAIN HOLE
6"
42" SQ
6"
30" SQ
AA
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
CIVIL UTILITY SEWER DETAILS 100% BID SET
PARTIALLY
SPRINKLERED
REPLACE BOILER PLANT
325 EAST "H" STREET
IRON MOUNTAIN, MI 49801
2024-02-23
CU503
585-21-115
Br CJR
REV 0 - 100% BID SET 2024-02-23
GENERAL NOTES
1. SEE C-001 FOR CIVIL SERIES NOTES AND LEGENDS
SCALE: NTS
OIL/WATER SEPARATOR1 SCALE: NTS
TYPICAL CLEANOUT TO GRADE DETAIL3
SCALE: NTS
TYPICAL CATCH BASIN DETAIL2
SHEET 252/22/2024
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
SHOE
HDPE REDUCING TEE
CONCRETE PAD TO
SUPPORT VALVE
MALE ADAPTERS
SAND STABILIZED WITH CEMENT AROUND SHOE
FLANGE
CONNECTION
DRAIN PORT
CU502
HDPE REDUCING TEE
NOTE:
HYDRANT NOZZLES
180° APART
FIRE HYDRANT
HOSE NOZZLES
NOZZLE TO FACE ROAD
MI
N
GRADE
VALVE BOX
LENGTH TO BE ADJUSTABLE
GATE VALVE
CO
VE
R
MECHANICAL JOINT CONNECTIONS
MJ GLAND SEAL
FITTING STIFFNER
MJ END ON VALVE OR PIPE
HDPE ADAPTOR WITH HEAVY WEIGHT C110 METAL GLAND
SEWER MAIN
WATERMAIN
" M
IN
THRUST BLOCK DIMENSIONS
PIPE Ø
TEES & DEAD ENDS 90° ELBOWS 45° ELBOWS
L H L H L H
12" FW 7'-6" 3'-9" 8'-9" 4'-6" 6'-6" 3'-3"
10" FW 6'-0" 3'-3" 7'-6" 3'-9" 5'-6" 2'-9"
8" FW 5'-3" 2'-9" 6'-0" 3'-3" 4'-6" 2'-3"
6" FW 4'-0" 2'-0" 4'-3" 2'-9" 3'-6" 1'-9"
4" FW 2'-9" 1'-6" 3'-3" 1'-9" 2'-9" 1'-6"
NOTES:
1. PLACE 4 MIIL POLYETHYLENE CONCRETE AND FITTING (CONCRETE SHALL
NOT INTERFERE WITH JOINT).
2. CONCRETE MIN THICKNESS SHALL BE 12"
3. THE HORIZONTAL DIMENSION (B) OF THE BEARING AREA SHALL BE
BETWEEN 1.0 AND 2.0 TIMES THE VERTICAL DIMENSION (H). (H <= B <= 2H)
4. THE VERTICAL DIMENSION OF THE BEARING AREA SHALL BE EQUAL TO 1/2
THE TOTAL DEPTH (H) TO THE BOTTOM OF HE THRUST BLOCK BUT NOT
LESS THAN THE OUTSIDE DIAMETER (DO) OF THE FITTING. (DO < H <= H/2)
5. THRUST BLOCK ORIENTATION SHALL BE SUCH THAT THE CENTER OF THE
FITTING CORRESPONDS WITH THE CENTER OF THE THRUST BLOCK.
6. THE MINIMUM ALLOWABLE ANGLE (VERT OR HORZ) SHALL BE 45°.
UNDISTURBED
EARTH
POURED
CONCRETE
BLOCKS
45° MIN
UNDISTURBED EARTH
POURED CONCRETE
BLOCKS
45° MIN
B
2"MIN B
2"
MIN
B
B2" MI
N
MI
N
B
2"
MIN
2"
MIN
H 2H
45° MIN
45° MIN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
CIVIL UTILITY WATER DETAILS 100% BID SET
REPLACE BOILER PLANT
325 EAST "H" STREET
IRON MOUNTAIN, MI 49801
2024-02-23
CU504
SITE
585-21-115
Br DJL
REV 0 - 100% BID SET 2024-02-23
SCALE: NTS
FIRE HYDRANT BRANCH CONNECTION DETAIL1 SCALE: NTS
FIRE HYDRANT DETAIL2 SCALE: NTS
VALVE BOX DETAIL3
SCALE: NTS
MECHANICAL JOINT FITTING4 SCALE: NTS
STANDARD UTILITY CROSSING5
GENERAL NOTES
1. SEE C-001 FOR CIVIL SERIES NOTES AND LEGENDS
SCALE: NTS
THRUST BLOCK DETAIL6
SHEET 262/22/2024
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
DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING
COMPONENT (FT ²) ZONE EFF AREA +CN (PSF) -CN (PSF) PRES (+VE) PRES (+VE)
< = 56 SF 1 56 0.58 -1.33 8.9 -20.5
112 SF 1 112 0.58 -1.33 8.9 -20.5
> 225 SF 1 225.1 0.58 -1.33 8.9 -20.5
< = 56 SF 2 56 0.91 -2.01 13.9 -31
112 SF 2 112 0.91 -2.01 13.9 -31
> 225 SF 2 225.1 0.58 -1.33 8.9 -20.5
< = 56 SF 3 56 0.91 -2.01 13.9 -31
112 SF 3 112 0.91 -2.01 13.9 -31
> 225 SF 3 225.1 0.58 -1.33 8.9 -20.5
DEMOLITION WALL/EXTENT
TOP OF SLAB
0'-0"
PHASE CALLOUT#
ROOF LEGEND KEY
KEYED NOTEX
X
ELEVATION LABEL
CONCRETE STEP
COLUMN CENTER LINE
"TOE" DIRECTION OF ANGLE / CHANNEL
UNDERPINNING CONCRETE
EXISTING CONCRETE
SPAN OF METAL DECK/ METAL GRATING
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved: Project Director
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 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"
6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t
6"
6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t
100% BID SET REPLACE BOILER PLANT
325 EAST "H" STREET
IRON MOUNTAIN, MI 49801
585-21-115
2024-02-23REV 0 - 100% BID SET 2024-02-23 S-001
STRUCTURAL NOTES AND LEGENDS
DJS CCW
PARTIALLY SPRINKLERED
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
CONTRACTOR SHALL SUBMIT A SCHEDULE OF PROPOSED WORK TO THE VA FOR REVIEW.
WORK SHALL NOT START UNTIL SUCH TIME AS THE VA APPROVES THE SCHEDULE.
CONTRACTOR SHALL VERIFY ALL COMPONENTS ARE SIZED FOR ACCESS TO THE SITE VIA
TRUCK OR RAIL, AS REQUIRED.
CONTRACTOR IS RESPONSIBLE FOR SAFETY AND SHORING DURING CONSTRUCTION
INCLUDING ANY TEMPORARY SHORING AT EXISTING STRUCTURE.
CONSTRUCTION MEANS, METHODS, AND CRAFTSMANSHIP ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL INFORMATION ON
DRAWINGS, AND SPECIFICATIONS.
CONTRACTOR SHALL PROVIDE ADEQUATE MEANS TO PROTECT EXISTING AREAS FROM
DUST AND FOREIGN MATERIAL DURING CONSTRUCTION.
CONTRACTOR SHALL PROVIDE ADEQUATE PROVISIONS TO ENSURE THAT INTERIOR AREAS
REMAIN WEATHER TIGHT DURING CONSTRUCTION.
CONTRACTOR SHALL VERIFY BY SITE VISIT/FIELD MEASUREMENT ALL EXISTING
CONDITIONS, INCLUDING RELATED STRUCTURAL MEMBERS AND CONNECTIONS, PRIOR TO
COMMENCEMENT OF CONSTRUCTION. NOTIFY VA IN WRITING OF ANY CONDITIONS NOT
MATCHING THESE DRAWINGS OR ANY PROBLEM AREAS WHICH MAY HAVE AN EFFECT ON
THE INTENDED SCOPE OF WORK.
CONTRACTOR SHALL REPORT EXISTING STEEL THAT IS FOUND TO BE IN A DETERIORATED
CONDITION TO THE VA.
CONTRACTOR SHALL DISMANTLE, REMOVE, AND DISPOSE OF EXISTING STRUCTURE,
CONCRETE, AND REINFORCEMENT BARS AS DIRECTED BY VA.
CONTRACTOR SHALL PATCH, MATCH, AND RESTORE TO EXISTING CONDITION ALL AREAS
AFFECTED BY CONSTRUCTION ACTIVITIES.
SHOP DRAWING SUBMITTALS SHALL BE SUBMITTED TO THE VA AND ENGINEER OF RECORD.
APPROVAL BY VA AND ENGINEER OF RECORD REQUIRED PRIOR TO FABRICATION.
ALL SUBMITTALS, INCLUDING SHOP DRAWINGS, MUST BE STAMPED BY THE CONTRACTOR.
BY STAMPING THE SUBMITTAL, CONTRACTOR ACKNOWLEDGES HAVING REVIEWED THE
SUBMITTAL.
SUBSTITUTIONS WILL BE MADE ON AN “OR EQUIVALENT” BASIS AND ARE TO BE APPROVED
BY THE VA AND ENGINEER OF RECORD.
CONTRACTOR SHALL MAINTAIN THE WORKSITE IN AN ORDERLY CONDITION AND PROVIDE
FOR REGULAR CLEANUP OF THE CONSTRUCTION AREA ON A DAILY BASIS.
UPON COMPLETION OF ALL WORK, CONTRACTOR SHALL REMOVE DEMOLISHED MATERIALS
(COORDINATE WITH VA), TEMPORARY FACILITIES, EQUIPMENT, SURPLUS MATERIAL AND
SUPPLIES. FINAL CLEANUP SHALL LEAVE THE SITE IN AN ORDERLY CONDITION.
CONTRACTOR SHALL REVIEW GEOTECHNICAL ENGINEERING REPORT FROM COLEMAN
ENGINEERING COMPANY, DATED JUNE 14, 2023, TITLED 'GEOTECHNICAL INVESTIGATION'.
GENERAL CONDITIONS:
600 S 162-54
MEMBER DEPTH IN 600 = 6"
MEMBER TYPE: (S : "C" MEMBER; T : TRACK)
MATERIAL THICKNESS IN MILS
FLANGE WIDTH IN 162 = 1.62"
33 - 20ga 43 - 18ga 54 - 16ga
GENERAL STUD FRAMING INFORMATION:
IN ITS COMPLETED STATE, REPLACE BOILER PLANT FOR THE OSCAR G. JOHNSON VA MEDICAL CENTER IS DESIGNED FOR
THE FOLLOWING SURCHARGE LOADS. DO NOT EXCEED STATED SURCHARGE LOADS.
1. DEAD LOAD: STRUCTURE SELF WEIGHT
EQUIPMENT WEIGHTS:
BOILER 1 48,860 LBS
BASE WEIGHT (INCLUDING WATER) 48,360 LBS
STACK 500 LBS
BOILER 2 48,860 LBS
BASE WEIGHT (INCLUDING WATER) 48,360 LBS
STACK 500 LBS
BOILER 3 48,860 LBS
BASE WEIGHT (INCLUDING WATER) 48,360 LBS
STACK 500 LBS
ABOVE GROUND FUEL OIL TANK (40,000 GALLONS)
TANK DEAD LOAD 71,000 LBS
TANK CONTENTS 370,000 LBS
TRAY TYPE DEAERATOR SYSTEM
DEAERATOR 15,000 LBS
FEEDWATER PUMPS (3) 200 LBS EACH
CONDENSATE TANK SYSTEM
CONDENSATE TANK 11,000 LBS
TRANSFER PUMPS (2) 100 LBS (EACH)
MAKE-UP WATER SYSTEM
RO SYSTEM 500 LBS
STORAGE TANK 20,850 LBS
RO TRANSFER PUMP 100 LBS
RESIN TANKS (2) 1,000 LBS (EACH)
BRINE TANK 600 LBS
PREFILTER 800 LBS
CHEMICAL FEED STATION
DRUMS (8) 250 LBS EACH
FUEL OIL PUMP SKID 600 LBS
BLOW-DOWN SEPARATOR 1,500 LBS
PIPING ON PIPE RACKS 150 PS
HVAC EQUIPMENT :
COMBUSTION MAKE-UP AHU 500 LBS
AIR HANDLING UNIT (2) 300 LBS (EACH)
CONDENSER UNIT (2) 200 LBS EACH
ELECTRICAL EQUIPMENT
CABLE TRAY 100 PSF
SWITCHGEAR 19,000 LBS (EACH)
PANEL BOXES 150 LBS (EACH)
TRANSFORMER 7,000 LBS (EACH)
GENERATOR 10,000 LBS
2. ROOF LIVE LOAD: 40 PSF
3. LIVE LOAD:
OFFICE AREAS 80 PSF
ALL FUTURE FLOORS 100 PSF
CATWALKS/SERVICE PLATFORMS 40 PSF
CORRIDORS 100 PSF
FILE AND COMPUTER ROOMS 125 PSF
LOADING DOCKS AND EXTERIOR PLATFORMS 250 PSF
MECHANICAL ROOMS 150 PSF
MACHINE ROOM 150 PSF
(AREAS SUPPORTING HEAVY EQUIPMENT SHALL BE DESIGNED
FOR THE ACTUAL OPERATING WEIGHT OF SUCH EQUIPMENT.)
MAINTENANCE AND REPAIR SHOPS 150 PSF
4. SNOW LOAD: RISK CATEGORY IV
GROUND SNOW LOAD, Pg = 60 PSF FLAT ROOF SNOW LOAD, Pr= 46 PSF SNOW LOAD IMPORTANCE FACTOR, Is = 1.2 THERMAL FACTOR, Ct = 1.0 SLOPE FACTOR, Cs = 1.0 DRIFT SURCHARGE, Pd = 42 PSF WIDTH OF SNOW DRIFT, w = 15.5 FT
5. SEISMIC LOAD : RISK CATEGORY IV
SEISMIC IMPORTANCE FACTOR, Ie = 1.50 MAPPED SPECTRAL RESPONSE ACCELERATION (PERIOD = 0.2S) Ss = 0.043
MAPPED SPECTRAL RESPONSE ACCELERATION (PERIOD = 1.0S) S1 = 0.024
SITE CLASS D
DESIGN SPECTRAL RESPOSE ACCELERATION AT 0.2S SA SDS = 0.046
DESIGN SPECTRAL RESPOSE ACCELERATION AT 1.0S SA SD1 = 0.038
SEISMIC DESIGN CATEGORY SDC = A
BASIC SEISMIC FORCE RESISTING SYSTEM: STEEL ORDINARY
CONCENTRICALLY BRACED FRAMES
SEISMIC RESPONSE COEFFICIENT Cs = 0.10
RESPONSE MODIFICATION COEFFICIENT, R = 3.25
SEISMIC BASE SHEAR, V = 37 KIP
DESIGN DATA:
UNO UNLESS NOTED OTHERWISE
BLDG BUILDING
BOT BOTTOM
B/CONC BOTTOM OF CONCRETE
℄ CENTERLINE
CF CONCRETE FLOOR
CJP COMPLETE JOINT PENETRATION
CMU CONCRETE MASONRY UNIT
COL COLUMN
DBL DOUBLE
DIA DIAMETER
DIM DIMENSION
EMB EMBED
(E) EXISTING
EOD EDGE OF DECK
EW EACH WAY
f'c CONCRETE COMPRESSIVE STRENGTH
FF FINISH FLOOR
FNDN FOUNDATION
FT FOOT
FW FOUNDATION WALL
GA GUAGE
HORZ HORIZONTAL
HP HIGH POINT
IN INCH
KB KNEE BRACE
LBS POUNDS
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LP LOW POINT
MAX MAXIMUM
MIN MINIMUM
MPH MILES PER HOUR
NOM NOMINAL
NTS NOT TO SCALE
OC ON CENTER
PL PLATE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
R RADIUS
REF REFERENCE
SF SQUARE FEET
SIM SIMILAR
SOG SLAB ON GRADE
STL STEEL
THK THICK
T/STEEL TOP OF STEEL
TYP TYPICAL
VERT VERTICAL
WF WIDE FLANGE
WF WALL FOOTING
WP WORK POINT
GENERAL ABBREVIATION:
GENERAL SYMBOLS:
LINETYPE LEGEND:
6. WIND LOAD : RISK CATEGORY IV
BASIC DESIGN WIND SPEED, VULT = 117 MPH
ALLOWABLE STRESS DESIGN WIND SPEED VASD = 91 MPH
INTERNAL PRESSURE COEFFICIENT +/- 0.18
7. VEHICLE LOADING: HS-20 TRUCK
8 KIPS 32 KIPS 32 KIPS
. 14'-0" - 30'-0"14'-0"
NOTES:
1. WHEEL TO WHEEL WIDTH IS 6'-0".
Revisions: Date: SHEET 272/23/2024
2'
- 1
0" R
EF
4"
R
EF
0" R
EF
0"
R
EF
0" R
EF
1'
- 1
0" R
EF
0" R
EF
1 2 3
A
B
D
F
H
M
.9 2.8 2.9
J.1
SD201
22' - 6" REF 16' - 10" REF
42' - 7" REF 1' - 1" REF
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved: Project Director
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 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"
6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t
6"
6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t
100% BID SET REPLACE BOILER PLANT
325 EAST "H" STREET
IRON MOUNTAIN, MI 49801
585-21-115
2024-02-23REV 0 - 100% BID SET 2024-02-23 SD101
STRUCTURAL DEMOLITION PLAN -
BASEMENT LEVEL 2
DJS CCW
PARTIALLY SPRINKLERED
KEYPLAN
N
12 16
AREA OF WORK
4. COORDINATE DEMOLITION WORK WITH OTHER DISCIPLINE DRAWINGS.
3.
WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE
PHASED WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND
BETWEEN ANY AND ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND
INTENT SHOWN THROUGHOUT THIS DRAWING SET.
2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA
1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.
GENERAL NOTES
N
KEYED NOTES
1 DEMOLISH OPENING FOR DOORWAY
2 DEMOLISH EXISTING CONCRETE PAD, FOUNDATION WALLS, FOOTING, AND REMOVE ALL
EXISTING REINFORCING ASSOCIATED WITH DOOR ENTRANCE
SCALE: 3/16" = 1'-0"1 STRUCTURAL DEMOLITION PLAN - BASEMENT LEVEL
Revisions: Date:
SHEET 282/23/2024
A
B
D
F
H
M
.9 2.8 2.9
J.1
SD201
22' - 6" REF 16' - 10" REF
0" R
EF
RE
F 1'
- 1 0"
0" R
EF
0"
R
EF
0" R
EF
4"
R
EF
42' - 7" REF 1' - 1" REF
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved: Project Director
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 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"
6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t
6"
6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t
100% BID SET REPLACE BOILER PLANT
325 EAST "H" STREET
IRON MOUNTAIN, MI 49801
585-21-115
2024-02-23REV 0 - 100% BID SET 2024-02-23 SD121
STRUCTURAL DEMOLITION PLAN -
GROUND FLOOR LEVEL 2
DJS KRL
PARTIALLY SPRINKLERED
KEYPLAN
N
12 16
AREA OF WORK
SCALE: 3/16" = 1'-0"1 STRUCTURAL DEMOLITION PLAN - GROUND FLOOR LEVEL
KEYED NOTES
1 DEMOLISH EXISTING CONCRETE EQUIPMENT PAD BELOW FINISHED CONCRETE FLOOR
AND REMOVE ALL EXISTING REINFORCING. SCARIFY THE EXISTING SURFACE 2" BELOW
THE EQUIPMENT PAD. WHERE CONCRETE IS DEMOLISHED, CARE SHALL BE TAKEN TO
NOT DAMAGE EXISTING FLOOR. EXISTING FLOOR TO REMAIN, IF FLOOR IS DAMAGED
THEN CONTRACTOR SHALL COMPLETE REPAIRS AS NEEDED
2 DEMOLISH EXISTING CONCRETE PAD AND REMOVE ALL EXISTING REINFORCING
ASSOCIATED WITH DOOR ENTRANCE
3 DEMOLISH EXISTING WALL TO ACCOMMODATE THE NEW WALL OPENING. REFER TO THE
ARCHITECTURAL DRAWINGS FOR EXTENT AND LOCATIONS OF WALL OPENINGS
4 DEMOLISH METAL PLATES, ANGLES, ANCHORS AND OTHER ACCESSORIES. PREPARE
SURFACE TO BE FILLED WITH CONCRETE
5. REFERENCE FOUNDATION DEMOLITION SCHEDULE ON DRAWING SD121.
4. COORDINATE DEMOLITION WORK WITH OTHER DISCIPLINE DRAWINGS.
3. WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE
PHASED WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND
BETWEEN ANY AND ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND
INTENT SHOWN THROUGHOUT THIS DRAWING SET.
2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA
1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.
GENERAL NOTES
N
CONCRETE DEMOLITION SCHEDULE
MARK VOLUME LENGTH WIDTH THICKNESS
01 124.31 CF 12' - 9" 18' - 0" 0' - 6 1/2"
02 2.00 CF 3' - 0" 2' - 0" 0' - 4"
03 124.31 CF 12' - 9" 18' - 0" 0' - 6 1/2"
04 2.00 CF 3' - 0" 2' - 0" 0' - 4"
05 124.31 CF 12' - 9" 18' - 0" 0' - 6 1/2"
06 2.00 CF 3' - 0" 2' - 0" 0' - 4"
07 3.33 CF 5' - 0" 2' - 0" 0' - 4"
08 30.56 CF 21' - 0 1/4" 6' - 4" 0' - 4"
09 12.67 CF 4' - 0" 6' - 4" 0' - 6"
TOTAL CONCRETE: 9 425.50 CF
Revisions: Date:
SHEET 292/23/2024
A
B
D
F
H
M
22' - 6" REF 16' - 10" REF
" R
EF
0"
R
EF
0" R
EF
0"
R
EF
4" R
EF
J.1
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved: Project Director
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 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"
6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t
6"
6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t
100% BID SET REPLACE BOILER PLANT
325 EAST "H" STREET
IRON MOUNTAIN, MI 49801
585-21-115
2024-02-23REV 0 - 100% BID SET 2024-02-23 SD141
STRUCTURAL DEMOLITION PLAN -
MEZZANINE LEVEL 2
DJS CCW
PARTIALLY SPRINKLERED
SCALE: 3/16" = 1'-0"1 STRUCTURAL DEMOLITION PLAN - MEZZANINE PLAN
KEYPLAN
N
12 16
AREA OF WORK
N
4. COORDINATE DEMOLITION WORK WITH OTHER DISCIPLINE DRAWINGS.
3.
WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE
PHASED WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND
BETWEEN ANY AND ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND
INTENT SHOWN THROUGHOUT THIS DRAWING SET.
2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA
1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.
GENERAL NOTES
KEYED NOTES
1 DEMOLISH AND REMOVE ALL CATWALKS, PLATFORMS AND SUPPORTING MEMBERS
Revisions: Date:
SHEET 302/23/2024
A B D F H MJ.1
20' - 4" REF 19' - 0" REF 19' - 0" REF 12' - 0" REF
REF
1' - 10" 21' - 0" REF
7'
- 0
/1 SD101
/1 SD121
GROUND FLOOR ELEV 0'-0"
GARAGE FLOOR ELEV -0'-3"
B/CONC ELEV -5'-6"
B/CONC ELEV -6'-4"
B/CONC ELEV -8'-4"
B/CONC ELEV -9'-7"
B/CONC ELEV -13'-9"
B/CONC ELEV -10'-0"
B/CONC ELEV -10'-6"
B/CONC ELEV -7'-6"
B/CONC ELEV -12'-3"
/1 SB201
3'
- 6
2' - 10 1/4" 2' - 4"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved: Project Director
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 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"
6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t
6"
6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t
100% BID SET REPLACE BOILER PLANT
325 EAST "H" STREET
IRON MOUNTAIN, MI 49801
585-21-115
2024-02-23REV 0 - 100% BID SET 2024-02-23 SD201
STRUCTURAL DEMOLITION
FOUNDATION ELEVATIONS 2
DJS CCW
PARTIALLY SPRINKLERED
SCALE: 1/4" = 1'-0"1 STRUCTURAL DEMOLITION FOUNDATION ELEVATION
3. COORDINATE THIS DRAWING WITH FOR SEQUENCE OF WORK AFTER
DEMOLITION.
2. COORDINATE DEMOLITION WORK WITH OTHER DISCIPLINE DRAWINGS.
1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.
GENERAL NOTES
KEYED NOTES
1 DEMOLISH OPENING FOR DOORWAY
2 DEMOLISH EXISTING CONCRETE PAD, FOUNDATION WALLS, FOOTING, AND REMOVE ALL
EXISTING REINFORCING ASSOCIATED WITH DOOR ENTRANCE
Revisions: Date: SHEET 312/23/2024
A
B
D
A'
B'
C'
3"
[-7'-3"] [9'-3"] [-11'-3"]
[-1 1'-
3"
[-11'-3"]
[-9 '-3
[-1
1'- 3"
-0'-6"
-0'-6"
-10'-6"
[-6 '-6
3'
[-5'-3"]
4 1 /2"
[-11'-3"]P-1
SB304
3 3 3
SB201
9 1 /2"
2'
- 1
1/ 2"
LEGEND:
[X'-X"] TOP OF FOOTING ELEVATION 0'-0" UNLESS
NOTED OTHERWISE (+ OR -) FROM 0'-0"
X'-X" TOP OF FOUNDATION WALL ELEVATION 0'-0" UNLESS
NOTED OTHERWISE (+ OR -) FROM 0'-0"
TOP OF SLAB ELEVATION 0'-0" UNLESS NOTED
OTHERWISE (+ OR -) FROM 0'-0"X'-X"
/6 SB502
/1 SB501
/9 SB501
/9 SB501
1' - 2"
11' - 2"
1' - 0" 1'
- 7 1/
2" 1'
- 0
8"
[-9 '-6
SB304
SB304
P-1 [-11'-3"]
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved: Project Director
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 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"
6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t
6"
6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t
100% BID SET REPLACE BOILER PLANT
325 EAST "H" STREET
IRON MOUNTAIN, MI 49801
585-21-115
2024-02-23REV 0 - 100% BID SET 2024-02-23 SB101
STRUCTURAL FOUNDATION PLAN -
BASEMENT LEVEL 2
DJS CCW
PARTIALLY SPRINKLERED
N
KEYPLAN
N AREA OF WORK
12 16
5. REFERENCE FOUNDATION SCHEDULES ON DRAWING SB601.
4. COORDINATE SIZE AND LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS.
3.
WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE
PHASED WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND
BETWEEN ANY AND ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND
INTENT SHOWN THROUGHOUT THIS DRAWING SET.
2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA
1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.
GENERAL NOTES
SCALE: 1/4" = 1'-0"1 STRUCTURAL FOUNDATION PLAN - BASEMENT LEVEL
KEYED NOTES
1 THE EXISTING FOUNDATION REQUIRES UNDERPINNING; SEE DETAIL
2 THE NEW FOOTING IS STEPPED TO MATCH EXISTING FOOTINGS; SEE DETAIL
3 STEPPED FOOTING; REFER TO DETAIL
4 1'-6" DIA X 2'-0" DEEP SUMP PIT ASSEMBLY; COORDINATE WITH PLUMBING DRAWINGS
5 6" SLAB ON GRADE WITH 6X6 - W6XW6 WLEDED WIRE REINFORCEMENT SHEETS,
UNLESS NOTED OTHERWISE. TOP OF SLAB ELEVATION 0'-0" UNLESS NOTED OTHERWISE
(= OR -) FROM 0'-0"; REFER TO DETAIL
Revisions: Date:
SHEET 322/23/2024
1 2 3
A
B
D
F
H
M
.9
A'
B'
C'
D'
F'
1' 2'
2.8'
E'
P-1
P-1P-1, P-1, P-1
7 1 /2"
1'
- 0
1' - 0"
SB501
TYP
1' - 2"
18' - 0" 6" 2' - 0"
9" 6'
- 3
9" 6'
- 3
9"
18' - 0"
6'
- 2
1/ 2"
2' - 0"
3'
- 0
3'
- 0
2' - 0"
3'
- 0
6'
- 4
"3'
- 8
2'
- 1
21' - 0 1/4" 3' - 9"2' - 6"
W F-
2 [ -4
'-0
W F-
2 [ -4
'-0
WF-2 [-4'-0"]
LEGEND:
[X'-X"] TOP OF FOOTING ELEVATION -0'-0" UNLESS NOTED
OTHERWISE (+ OR -) FROM 0'-0"
X'-X" TOP OF FOUNDATION WALL ELEVATION
0'-0" UNLESS NOTED OTHERWISE (+ OR -) FROM 0'-0"
-0'-6"-0'-6"
-0'-6"
-0'-6"
-0'-6"
-0'-6"-0'-6"
-0'-6"
MA
TC
HL
IN
E
SB
TOP OF SLAB ELEVATION 0'-0" UNLESS NOTED
OTHERWISE (+ OR -) FROM 0'-0"X'-X"
WF-2 [-4'-0"]
W F-
[-5
'-4
W F-
[-8
'-7
SB502
[-9'-6"]
W F-
1 [ -9
'-6
[-7'-4"]
W F-
[-8
'-7
W F-
[-1
2'- 3"
3'
J.1 W
F-
[-4 '-4
[-4'-4"]
P-1
P-1
SB304
SB304
W F-
3 [ -4
'-0
WF-3 [-4'-0"]
SB304
SB303
SB304
SB303
G'
3"
9 1
/2"
0"
6" 9'
- 6
2 1 /2"
2'
- 1
1/ 2"
/7 SB501
70' - 5" 2' - 1 1/2" 32' - 8 1/4" 34' - 5 1/8" 1' - 2"
8' - 5"
7'
- 0
5'
- 0
2' - 0"
7' - 2"
+0'-6"
/5 SB501
+0'-6"
+0'-6"
/1 SB501
[-4' -0"
F-1
F-2
[-4'-0"]
[-4'-0"]
P-1, F-3[-4'-0"]
P-1, F-2[-4'-0"]
P-1, F-2[-4'-0"]
[-4'-0"]
[-8'-7"]
/5 SB501
7' - 5"
5' - 6" 19' - 5"
18' - 11" 9' - 0"
1/
2" 2'
- 0
1/
2" 2'
- 0
8 3 /4"
2'
- 0
7' - 2"
2" 4'
- 1 0 1
/2"
5' - 6" 19' - 5"
5' - 6" 19' - 5"
4 1 /2"
8'
- 7
6'
- 3 1/
2" 8'
- 7
6'
- 3
1/ 2"
8'
- 7
8" P-1
SB401
6" 6"5 1/4"
5 1/4" 6"
5 1/4" 6" 6"
5 1/4"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
5 1/4"
SB304
TOP OF COLUMN PIER ELEVATION -2'-0" UNLESS NOTED
OTHERWISE (+ OR -) FROM -2'-0"X'-X"
+1'-6"
SB201
1' - 7 1/2"
1'
- 7
1/ 2"
8"
. 8"
8"
1'
- 2
1' - 2"
2'
- 0
1'
- 7
3/ 4"
3'
- 6
SB302
2' - 0" 2' - 0" 17' - 0"5
22' - 5"
SB304
SB304
P-1
[-4' -0"
P-1,[-4'-0"]
P-1, F-2[-4'-0"]
P-1[-4'-0"]
P-1[-4'-0"]
P-1,[-4'-0"]
P-1[-5'-0"]
-0'-6"
/7 SB502/8 SB502
P-1 [-8'-6"]
FW-1
FW-1
FW-1
FW-3
FW-3
FW-4
FW-4
FW-4
FW-2
FW-2
SB401
4 5
/4 SB305
/3 SB305
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved: Project Director
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 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"
6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t
6"
6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t
100% BID SET REPLACE BOILER PLANT
325 EAST "H" STREET
IRON MOUNTAIN, MI 49801
585-21-115
2024-02-23REV 0 - 100% BID SET 2024-02-23 SB121
STRUCTURAL FOUNDATION PLAN -
GROUND FLOOR LEVEL 2
DJS CCW
PARTIALLY SPRINKLERED
KEYPLAN
N AREA OF WORK
12 16
N
5.
REFERENCE FOUNDATION SCHEDULES ON DRAWING SB601. SEE DETAIL
AND FOR PERIMETER AND INTERIOR COLUMN SECTIONS
4. COORDINATE SIZE AND LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS.
3.
WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE
PHASED WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND
BETWEEN ANY AND ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND
INTENT SHOWN THROUGHOUT THIS DRAWING SET.
2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA
1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.
GENERAL NOTES
KEYED NOTES
1 NEW 24" EQUIPMENT PAD; REFER TO DETAIL
2 NEW 12" THICK EQUIPMENT PAD; REFER TO DETAIL
3 FILL WITH CONCRETE LEVEL WITH FINISHED FLOOR ELEVATION
4 TRENCH DRAIN; REFER TO PLUMBING DRAWINGS FOR SIZES AND LOCATION
5 THICKENED SLAB; REFER TO TYPICAL DETAIL
6 6" SLAB ON GRADE WITH 6X6 - W6XW6 WLEDED WIRE REINFORCEMENT SHEETS,
UNLESS NOTED OTHERWISE. TOP OF SLAB ELEVATION 0'-0" UNLESS NOTED OTHERWISE
(+ OR -) FROM 0'-0"; REFER TO DETAIL
7 BOLLARD; REFER TO DETAIL 2 / CS501
8 PIPE PENETRATION THROUGH FOUNDATION WALL. FOR DETAILS REFER TO DETAILS
. AND COORDINATE WITH MECHANICAL DRAWINGS FOR FINAL
LOCATION
SCALE: 3/16" = 1'-0"1 STRUCTURAL FOUNDATION PLAN - GROUND FLOOR LEVEL
Revisions: Date:
SHEET 332/23/2024
1'
E'
SB302
SB302
SB172
TRANSITION PRE-CAST
TUNNEL SECTION
TRANSITION PRE-CAST
TUNNEL SECTION 1
CLOSURE POUR
NEW LIGHT POLE FOUNDATION TYP
TRANSITION PRE-CAST
TUNNEL SECTION
MATCHLINE
/1 SB121
TRUCK SLAB
6" MAINTENANCE SLAB
TANK FOUNDATION TANK FOUNDATION
TRENCH DRAIN
1 3 /4"
135°
2' - 3"
(4) 8'-
0" P
RECAST TUNNEL S
ECTIONS W
ITH REMOVABLE
LID
S = 3
2' - 0"
CLOSURE
POUR
(4 )8
'-0 " P
RE
CA
ST
T
UN
NE
L S
EC
TI
ON
S W
IT
H
RE
MO
VA
BL
E
LID
S
0" 4'
- 0
9'
- 1
3/ 4"
73' - 6 5/8"38' - 5 3/4"
(8) 8'-0" PRECAST TUNNEL SECTIONS WITH REMOVABLE LIDS = 64' - 0" 7' - 3"
62' - 1"
0"
2' - 0"
2'
- 0
5'
- 0
5' - 0"
5' - 0"
5'
- 0
4' - 0"
(1) 8'-0" PRECAST TUNNEL SECTIONS WITH REMOVABLE LIDS = 8' - 0"
2' - 0"
4' -
1/4
17' - 11 3/8"
SB503
TYP
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved: Project Director
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 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"
6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t
6"
6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t
100% BID SET REPLACE BOILER PLANT
325 EAST "H" STREET
IRON MOUNTAIN, MI 49801
585-21-115
2024-02-23REV 0 - 100% BID SET 2024-02-23 SB171
STRUCTURAL FOUNDATION PLAN -
FUEL OIL TANK SITE 2
DJS CCW
PARTIALLY SPRINKLERED
N
KEYPLAN
N
AREA OF WORK
12 16
7. ALL EXPOSED STEEL SHALL HAVE A 2-HOUR FIREPROOFING APPLIED.
6.
SEE CIVIL DRAWINGS FOR ALL SUMPS, FENCE POST, TRENCH DETAILS, AND
LOCATIONS.
5. SEE MECHANICAL DRAWINGS FOR ALL PIPING LOCATIONS.
4. COORDINATE SIZE AND LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS.
3.
WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE
PHASED WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND
BETWEEN ANY AND ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND
INTENT SHOWN THROUGHOUT THIS DRAWING SET.
2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA
1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.
GENERAL NOTES
KEYED NOTES
1 CAST IN PLACE LID TO BE FLUSH WITH BUILDING
SCALE: 3/16" = 1'-0"1 STRUCTURAL FOUNDATION PLAN - FUEL OIL TANK SITE
Revisions: Date:
SHEET 342/23/2024
LIGHT POLE FOUNDATION TYP
PRE-CAST
CONCRETE TUNNEL
SLOPE 0.5%SLOPE 0.5%
SL
OP
E 0.5
SL
OP
E 0.5
SCJ
SC
J
SC
J
2" HIGH CURB
2" HIGH CURB
SB302
SB301
SB301
SB301
TYP
TYP
SB503
SC
J
SC
J
SC
J
PRE-INSTALLED TRENCH DRAINS,
REFER TO CIVIL DRAWINGS
2" HIGH CURB
9" TRUCK SLAB
ELEVATION 0'-0"
11'-0" MAXIMUM TYP
SB501
SB501
SB501
TANK FOUNDATION TANK FOUNDATION
TRUCK SLAB
HIGH POINT ELEVATION:
LOW POINT ELEVATION:
6" MAINTENANCE SLAB
ELEVATION 0'-0"
/1 SB171
8' - 0 1/2" 46' - 0" 8' - 0 1/2"
6"
6" 2'
- 6
3 1 /8"
2' - 6"
8'
- 6
" T
YP
0" T
YP
9'
- 0
2'
- 4
1/ 2"
30' - 9 1/2" 6"
8" 5'
- 0
2'
- 6
62' - 1"
0"
8'
- 6
2' - 6"
1'
- 9
MANHOLE
/2 SB501
/3 SB501
SB501
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved: Project Director
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 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"
6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t
6"
6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t
100% BID SET REPLACE BOILER PLANT
325 EAST "H" STREET
IRON MOUNTAIN, MI 49801
585-21-115
2024-02-23REV 0 - 100% BID SET 2024-02-23 SB172
STRUCTURAL FOUNDATION PLAN -
FUEL OIL TANK 2
DJS CCW
PARTIALLY SPRINKLERED
SCALE: 1/4" = 1'-0"1 STRUCTURAL FOUNDATION PLAN - FUEL OIL TANKN
KEYPLAN
N
AREA OF WORK
12 16
KEYED NOTES
1 SEE ELECTRICAL DRAWINGS FOR LIGHT POLE ORIENTATION.
2 FOR SLAB DETAILS, REFER TO DETAIL
3 FOR SLAB DETAILS, REFER TO DETAIL
6. SEE CIVIL DRAWINGS FOR ALL SUMPS, FENCE POST, TRENCH DETAILS, AND
LOCATIONS.
5. SEE MECHANICAL DRAWINGS FOR ALL PIPING LOCATIONS.
4. COORDINATE SIZE AND LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS.
3.
WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE
PHASED WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND
BETWEEN ANY AND ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND
INTENT SHOWN THROUGHOUT THIS DRAWING SET.
2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA
1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.
GENERAL NOTES
Revisions: Date:
SHEET 352/23/2024
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