1232SA19R0033 AMD 09.pdf
PDF 3 MB Posted
- Solicitation number
- 1232SA19R0033
About this file
This solicitation is for the modernization of the Agricultural Research Service Technology Center (ARTC) in Salinas, California. The USDA Agricultural Research Service intends to issue a Request for Proposal for the design-build construction of new research buildings to replace outdated facilities through a phased approach. Phase 1 involves the construction of two new lab/office buildings totaling 71,000 square feet, while Phase 2 comprises a new 37,000 square foot headhouse and greenhouse. The selected contractor will be responsible for all construction services with a performance period of approximately 1440 calendar days. The solicitation will utilize full and open competition with a small business set-aside and NAICS code 236220. Proposals are due October 11, 2019 with award based on a best value tradeoff evaluation of past performance, team experience, and project management approach.
View the file
Other files
Show all 29
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
(x)
1232SA19R0033
x x
1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT
THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
x
ARS-1232SA
BELTSVILLE MD 20705
RM 3-2102
5601 SUNNYSIDE AVENUE
USDA ARS ACQUISITION AND PROPERTY D
01/02/20200009
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
FACILITY CODE CODE
10B. DATED (SEE ITEM 13)
10A. MODIFICATION OF CONTRACT/ORDER NO.
9B. DATED (SEE ITEM 11)
9A. AMENDMENT OF SOLICITATION NO.
CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY
PAGE OF PAGES
4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)
1. CONTRACT ID CODE
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
08/30/2019
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
E. IMPORTANT: Contractor is not, is required to sign this document and return __________________ copies to the issuing office.
ORDER NO. IN ITEM 10A.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
The purpose of this modification is to provide "flattened" versions of some pdf format drawings provided in Amendment 008 that may have had errors in viewing/ plotting.
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
STEPHEN STOLTE
STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA
FAR (48 CFR) 53.243
NSN 7540-01-152-8070
Previous edition unusable
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
A B C D E F G H J K L M N O P Q R S T U V W X Y
UNASSIGNED
PLANT PATH.PLANT PATH.
PLANT PATH.PLANT PATH.
PLANT PATH.PLANT PATH.
PLANT PATH.PLANT PATH.
PLANT PATH.
PLANT
BRDG
CROPCROPBIOLOGY
BIOLOGY
BIOLOGY
BIOLOGY
BIOLOGY
CROPCROP
CROP
CROP
CROP
PLANT
BRDG
PLANT
BRDG
UNASSIGNED UNASSIGNED
PLANT
BRDG
PLANT
BRDG
C09
C07
C05
C03
C01
C08
C10
C06
C04
C02
B09
B07
B05
B03
B01
B11
B08
B06
B04
B02
A09
A07
A05
A03
A01
A11
A10
A08
A06
A04
A02
B10
CORRIDOR CORRIDOR CORRIDOR
GAS UNIT HEATER
FLUE POWER VENT
TYPICAL
G G G
NATURAL GAS MAIN LINE ENTRY
SEE GP-120 FOR CONTINUATION
LEGEND
GAS PIPING
FLUE POWER VENT
SEE UNIT HEATER SCHEDULE ON HM-500
MECHANICAL
SERVICES
GALVANIZED TS TO SPAN
FROM PERIMETER GIRT TYPICAL.
GALVANIZED TS TO SPAN
FROM PERIMETER GIRT
C
PHASE 2 ALTERNATE
NO. 3001
SPACE FOR OVERHEAD ELECTRICAL CONDUITS
(COORDINATE EXACT LOCATIONS WITH ELECTRICAL)
FROM
POWER VENTER
REPLACE GLASS BY A
GALV. STEEL PLATE
AROUND EACH FLUE PIPE
VENT TERMINATION SUPPORT
BRACKET MAKE FROM
GALV. STEEL FLAT BAR TERMINATE
BY ATTACHING TO STRUCTURE
TEE WITH DRIP LEG AND
CLEANOUT CAP AT LOW
POINT OF VENT SYSTEM
GUTTER
8Ø METAL SLEEVE
SECURE AROUND GLAZING
WITH ALUMINUM EXTRUSIONS
WITH METAL FACE PLATE
FLUE PIPE SIZE PER
MANUFACTURER'S RECOMMENDATIONS
PITCH VENT PIPE DOWNWARD
FROM UNIT 3/4" PER FOOT
2" HIGH TEMPERATURE
WATERPROOF INSULATION
PERIMETER GIRT
GALVANIZED TS TO SPAN FROM
PERIMETER GIRTS
NATURAL GAS SUPPLY
0.5" (TYP.)
GALVANIZED THREADED ROD
TRIM FLUSH WITH NUT
ADJUST BLADES
TO THROW WITH
10° ANGLE UPWARD
AND LOCK IN PLACE
FLUE PIPE SIZE PER
MANUFACTURER 'S
RECOMMENDATIONS
GM-210
GM-210
U/S OF GUTTER
EL 12' - 0"
U/S OF PERIMETER GIRT
EL 11' - 7"
GRID
GREENHOUSE PLAN VIEW
SCALE 1/8"=1'0"
GAS UNIT HEATER
SCALE 1 1/2"=1'-0"GM-210
GM-210
TYPICAL
(TYPICAL)
EL 1' - 8"
(TYPICAL)
EL 19.75"
(TYPICAL)
EL 19.75"
INSTALL FLUE ABOVE BLACKOUT
SYSTEM IN THIS ROOM ONLY.SEE GM-150
PEAK
EL ± 19' - 10"
FLOOR SLAB
EL 0' - 0"
TOP OF KNEEWALL
EL 2' - 6"
TOP OF GIRT
EL 3' - 6"
U/S OF GIRT
EL 7' - 2"
UNDER GUTTER
EL 12' - 0"
U/S OF PERIMETER GIRT
EL 11' - 7"
(TYPICAL)
EL ± 127"
(TYPICAL)
EL ± 127"
(TYPICAL)
EL ± 127"
GM-210
GM-210
U/S OF PERIMETER GIRT
EL 11' - 7"
TOP OF KNEEWALL
EL 2' - 6"
FLOOR SLAB
EL 0' - 0"
AREA FOR PIPE SERVICES.
PROVIDE GROMMETS WHERE PIPE
CROSSES ALUMINUM SHEET.
SASH
GM-210GM-210
GM-210 GM-210
NATURAL GAS PIPING
SCALE 1 1/2"=1'-0"
GRID
FLOOR SLAB
EL 0' - 0"
TOP OF KNEEWALL
EL 2' - 6"
BENCH
OUTLINE
GALVANIZED STEEL
NATURAL GAS PIPING
GALVANIZED STEEL
SUPPORT, ANCHOR
TO WALL
GM-210
GM-210
GLASS
SEE GP-120
FOR CONTINUATION
SEE HM-110
FOR CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120
FOR CONTINUATION
SEE GP-120
FOR CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
SEE GP-120 FOR
CONTINUATION
Plotted By: RYAN MCGRATH Plot Date: 1/2/2020 1:20:25 PM Saved By: RYAN.MCGRATH File: B:\SAG\2016\SAG16056.01\10-SAG16056.01_ASC\Greenhouse\1312 GM-210 PERIM HEATING.dwg Save Date: 12/24/2019 11:47 AM
PERIM. HEATING
GM-210
2 2
2 2 2
ROOF ACCESS ASSEMBLY
SCALE 1/8" = 1'-0"GS-110
GS-110
GLASS
TRUSS LINE
TYPICAL
FOR A-8, A-10 AND
B-10 ONLY
SEE DETAILS
ON GM-140
"X" BRACE
0.5" STEEL
ROD, TYPICAL
UNASSIGNED
PLANT PATH.PLANT PATH.
PLANT PATH.PLANT PATH.
PLANT PATH.PLANT PATH.
PLANT PATH.PLANT PATH.
PLANT PATH.
PLANT
BRDG
CROPCROPBIOLOGY
BIOLOGY
BIOLOGY
BIOLOGY
BIOLOGY
CROPCROP
CROP
CROP
CROP
PLANT
BRDG
PLANT
BRDG
UNASSIGNED UNASSIGNED
PLANT
BRDG
PLANT
BRDG
C09
C07
C05
C03
C01
C08
C10
C06
C04
C02
B09
B07
B05
B03
B01
B11
B08
B06
B04
B02
A09
A07
A05
A03
A01
A11
A10
A08
A06
A04
A02
B10
CORRIDOR CORRIDOR CORRIDOR
A B C D E F G H J K L M N O P Q R S T U V W X Y
PHASE 2 ALTERNATE
NO. 3001
GS-110
GS-140
GS-110
GS-140
GS-110
GS-140
GS-140
GS-110
GS-140
GS-110
GS-110
GS-140
GS-110
GS-140
GS-110GS-130
GS-110 GS-130
GS-110
GS-130
GS-130
GS-110
GS-110
GS-110
GS-110
GS-120
GS-110
GS-150
GS-110
GS-120
GS-110
GS-150
GS-110
GS-110
GS-110
GS-110
PEAK
EL ± 14' - 11"
FLOOR SLAB
EL 0' - 0"
TOP OF KNEEWALL
EL 2' - 6"
UNDER GUTTER
EL 12' - 0"
U/S OF PERIMETER GIRT
EL 11' 6"
U/S OF GIRT
EL 7' - 2"
FLOOR SLAB
EL 0' - 0"
TOP OF KNEEWALL
EL 2' - 6"
UNDER GUTTER
EL 12' - 0"
U/S OF PERIMETER GIRT
EL 11' - 7"
U/S OF GIRT
EL 7' - 2"
GREENHOUSE PLAN VIEW
SCALE 1/8"=1'-0"
0.1% BUILDING SLOPE0.1% BUILDING SLOPE
PEA GRAVEL
6" THICK
GS-110 GS-120
GS-110
GM-140
SEE GM-110 FOR VENT INFORMATION
SEE GM-110 FOR
SASH INFORMATION
SEE PLAN VIEW FOR EXTEND
OF SCREENBOX
SPECIAL CONCRETE
HEIGHT ON THIS WALL
SEE STRUCTURAL
GS-100 AND GS-106
GS-110
GS-130
A07 A08
A09 A10
A05 A06
A03 A04
A01 A02
A11A
A11B
B09 B10
B11A
B07 B08
B05 B06
B03 B04
B01 B02
B11B
C09
C08
C10A
C07
C05 C06
C03 C04
C01 C02
C10B
PEAK
EL ± 19' - 10"
FLOOR SLAB
EL 0' - 0"
TOP OF KNEEWALL
EL 2' - 6"
TOP OF GIRT
EL 3' - 6"
U/S OF GIRT
EL 7' - 2"
UNDER GUTTER
EL 12' - 0"
U/S OF PERIMETER GIRT
EL 11' - 7"
26¡0'0"
ABOVE 4'-0"
GS-110
GS-140
GS-140
GS-110
BETWEEN
2'-6" & 4'-0"
GS-110
GS-140
26¡ 0' 0"
GS-110
GS-110
TOP VIEW
HORIZONTAL
DIMENSIONS
ALUMINUM SAFETY
GRATING WELDED ON
RAFTERS
PRE CAMBERED
ALUMINUM RAFTER
PLASTIC CAP AT EACH LEGS.
ADAPT SHADE TO SIT ON
LOWER VENT EXTRUSION
QTY: 2 ASSEMBLIES REQUIRED FOR THE PROJECT
ALUMINUM SAFETY GRATING
"X" BRACE
0.5" STEEL ROD
TYPICAL
GS-110
GS-140
TRUSS TYPICAL
TRUSS TYPICAL
0.5" STEEL ROD
TYPICAL
GS-110GS-110
PEAK
EL ± 14' - 11"
FLOOR SLAB
EL 0' - 0"
UNDER GUTTER
EL 12' - 0"
U/S OF PERIMETER GIRT
EL 11' - 7"
U/S OF GIRT
EL 7' - 2"
OFF
TRUSS
"X" BRACE ON GRID
OFFSET "X" BRACE
ROOF "X" BRACE
XXX COMPARTMENT NUMBER
XXX DOOR NUMBER (GS-150)
LEGEND
TOP OF KNEEWALL
EL 4' - 0"
TOP OF KNEEWALL
EL 2'-6"
4'-0" HIGH WALL.
DOWN TO 2'-6" NORTH OF GRID 12.
U/S OF PERIMETER GIRT
EL 11' - 7"
TOP OF KNEEWALL
EL 2' - 6"
FLOOR SLAB
EL 0' - 0"
PROVIDE ALUMINUM
SHEET PANEL ABOVE DOOR
SASH
SERVICES ENTRY / ALL DOORS
SCALE 1" = 2'-0"GS-110
GS-110 TYPICAL
GS-110 GS-110
LOWER END TO FIT
SAFELY IN GUTTER
SEE GM-140
SEE GM-140
PEAK
EL ± 15' - 0"
ROOF "X" BRACE
TYP.
ROOF "X" BRACE
TYP.
ROOF "X" BRACE
TYP.
PROVIDE ALUMINUM
SHEET PANEL ABOVE DOOR
PROVIDE ALUMINUM
SHEET PANEL ABOVE DOOR
GLAZING MATERIAL SCHEDULE
IDENTIFICATION ROOF WALLS UP TO GUTTER ELEVATION WALLS, ABOVE GUTTER ELEVATION
PARTITION CORRIDOR EXTERIOR PARTITION EXTERIOR
GREENHOUSE POLYCARBONATE GLAZING PANELS POLYCARBONATE GLAZING PANELS FLOAT GLASS
LINK
16mm WHITE ACRYLIC, 20% LIGHT
THROUGH
N/A N/A
16mm WHITE ACRYLIC, 20%
LIGHT THROUGH
N/A N/A
SCREEN BOX 8mm CLEAR ACRYLIC N/A N/A
CLEAR POLYPROPYLENE
ECONET TYPE "S" OR EQUAL
N/A N/A
NOTE: -ALL SIDEWALLS UP TO GUTTER ELEVATION AND ROOFS SHALL RECEIVE CORRUGATED SIDE-WALL POLYCARBONATE GLAZING PANELS
SIMILAR OR EQUAL TO IN PERFORMANCE TO DYNAGLASS PLUS.
-MINIMUM GLASS PANE WIDTH IS 30 INCHES.
-PROVIDE Z BARS AND BUTT JOINTS FOR GLAZING.
Plotted By: RYAN MCGRATH Plot Date: 1/2/2020 1:19:44 PM Saved By: RYAN.MCGRATH File: B:\SAG\2016\SAG16056.01\10-SAG16056.01_ASC\Greenhouse\1312 GS-110 STRUCTURE.dwg Save Date: 10/24/2019 10:05 AM
GREENHOUSE STRUCTURE
GS-110
CART
SPACE
W/ LIGHTING
EXISTING
COLD ROOM
EXISTING
COLD
ROOM
FUTURE
COLD ROOM
CONCRETE SLAB
MANAGER'S
OFFICE
SOIL
WORK AREA
VIROLOGY
INSECTARY #2
VIROLOGY
INSECTARY #1
INSECTARY
TRANSFER
STEAM
AUTOCLAVE
ROOM
COLD ROOMS
POTTING/SOIL MIXING AREA
RESTROOM
& SHOWER
FEMALE
POST HARVEST
ENTOMOLOGY
RESTROOM
& SHOWER
MALE
CORRIDOR
HH.10
HH.11
HH.12
HH.13
HH.14
HH.15
HH.16
HH.17
HH.18
HH.19
HH.20
CORRIDOR
HH.16
GENERAL STORAGE
MECHANICAL / ELECTRICAL
ROOM
TELECOM
JANITOR
CHEMICAL
SPRAY
ROOM
INOCULATION
SPRAY
ROOM
PHOTOGRAPHY/
LAUNDRY ROOM
HH.01
HH.02
CORRIDOR
HH.03
HH.04
HH.05
HH.06
HH.07
HH.08 HH.09
POTS & MEDIA
HEADHOUSE / DETAILED PLAN VIEW
SCALE 1/4" = 1'-0"
HEADHOUSE / DETAILED PLAN VIEW
SCALE 1/4" = 1'-0"
GENERAL NOTES (PIPE BRACING)
A) PROVIDE SEISMIC BRACING FOR ALL PIPING
2.5" Ø AND LARGER.
B) PROVIDE SEISMIC BRACING FOR PIPES
1" Ø AND LARGER FOR THE FOLLOWING
SERVICES: NATURAL GAS, COMPRESSED AIR,
VACUUM.
C) PROVIDE DETAILED SEISMIC BRACING
DESIGN PER SPECIFICATIONS
D) FOLLOW PRESCRIPTIONS INDICATED
ON DRAWING M-503
WATER HEATER VENTING
NTS
STEAM BOILER VENTING
NTS
METER AREA. GAS METER AND
REGULATOR(S) BY GAS UTILITY COMPANY
NATURAL GAS LINE
FOR ± 2013 CUBIC FEET PER HOUR
WATER HEATER
DOMESTIC WATER
G
G
WATER HEATER
WELL WATER
Ø 0.75"
Ø 0.5"
G
G
Ø 2"
GAS VENT
GAS VENT
Ø 0.5"
STEAM BOILER
Ø 10" FLUE OUTLET,
EXHAUST ON ROOF
G
MANUAL SHUT-OFF
VALVE TYPICAL
Ø 0.5" GAS
COCK
SINGLE WALL
CONNECTORS
WELL WATER
HEATER
DOMESTIC WATER
HEATER
Ø 7"
DOUBLE WALL
GAS VENT
Ø 7"
STEAM BOILER
Ø 10"
SINGLE WALL
GAS VENT
VENT CAP
VENT CAP
Ø 7" FLUE OUTLET,
EXHAUST ON ROOF.
CONNECT TO GAS
SUPPLY ON ROOF
Ø 0.5"
GAS COCK
Ø 0.5" GAS
COCK
G
Ø 4"
POWER EXHAUSTER
NATURAL GAS UNIT HEATER
NTS
VENT PIPE
HANGER RODS ATTACHED
TO BUILDING STRUCTURE
VIBRATION ISOLATOR
GROUND JOINT UNION
MANUAL SHUT-OFF
VALVE
SEDIMENT TRAP
NATURAL PIPE SUPPLY
SEE HP-101 FOR
CONTINUATION
SEE HP-101 FOR
CONTINUATION
SEE HP-101 FOR
CONTINUATION
SEE HP-101 FOR
CONTINUATION
SEE HP-101 FOR
CONTINUATION
SEE HP-101 FOR
CONTINUATION
SEE HP-101 FOR
CONTINUATION
Plotted By: RYAN MCGRATH Plot Date: 1/2/2020 1:21:23 PM Saved By: RYAN.MCGRATH File: B:\SAG\2016\SAG16056.01\10-SAG16056.01_ASC\Greenhouse\1312 HM-110 HEAD. PIPING.dwg Save Date: 10/16/2019 01:11 PM
HEADHOUSE PIPING &
SCHEMATICS
HM-110
KEY NOTE
CONCRETE CURB
AUTOMATIC CANTILEVER SLIDING GATE
NEW FENCE TO MATCH EXISTING
MANUAL SWING GATE
GENERAL NOTE:
ALL SITE AND LANDSCAPE INFO SHOWN FOR GRAPHICAL REFERENCE ONLY,
BIDDER TO PRICE WORK BASED ON CIVIL AND LANDSCAPE DRAWINGS.
FOR PAVEMENT PATCHING AND CONFIGURATION, SEE CIVIL DRAWINGS
FOR PLANTING & TREES, SEE LANDSCAPE DRAWINGS.
SEE A002-2 THRU A002-3 FOR PHASING AND ALTERNATE.
1.
2.
3.
4.
Plotted By: RYAN MCGRATH Plot Date: 1/2/2020 12:00:07 PM Saved By: RYAN.MCGRATH File: B:\SAG\2016\SAG16056.01\10-SAG16056.01_ASC\Architectural-Interior-Structural\18759A001.dwg Save Date: 01/02/2020 11:59 AM
FINAL ARCHITECTURAL
SITE PLAN
A001
Plotted By: RYAN MCGRATH Plot Date: 1/2/2020 12:04:04 PM Saved By: RYAN.MCGRATH File: B:\SAG\2016\SAG16056.01\10-SAG16056.01_ASC\Architectural-Interior-Structural\18759A002-2.dwg Save Date: 01/02/2020 11:47 AM
KEY NOTE
CONCRETE CURB
AUTOMATIC CANTILEVER SLIDING GATE
NEW FENCE TO MATCH EXISTING
MANUAL SWING GATE
PHASE ONE SITE PLAN
A002-2
Plotted By: RYAN MCGRATH Plot Date: 1/2/2020 12:05:26 PM Saved By: RYAN.MCGRATH File: B:\SAG\2016\SAG16056.01\10-SAG16056.01_ASC\Architectural-Interior-Structural\18759AD001.dwg Save Date: 01/02/2020 11:58 AM
NOTE:
1. SHEDS #76, #77 TO BE RELOCATED
SEE DWG. A001 FOR NEW LOCATIONS
2. REFER TO PHASING A002-2 & A002-3
LEGEND:
BUILDING TO BE DEMOLISHED
OR RELOCATED
BUILDING TO REMAIN
EXISTING & DEMO SITE PLAN
AD001
| Sol_1232SA19R0033_Amd_0009 |
| 1312 GM-210 PERIM HEATING |
| 1312 GS-110 STRUCTURE |
| 1312 HM-110 HEAD. PIPING |
| 18759A001 |
| 18759A002-2 |
| 18759AD001 |
File details come from the government source that posted it. Updated .