N6274222R1308 AMD02 - DRAWINGS.pdf
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- Attached to
- FY22 MILCON PROJECT AJJY163000 APSI - AIRFIELD DAMAGE REPAIR WAREHOUSE ANDERSEN AIR FORCE BASE, GUAM
- Solicitation number
- N6274222R1308
About this file
This is a solicitation for a design-bid-build construction project to build an airfield damage repair storage facility at Andersen Air Force Base in Guam. The facility will be approximately 7,000 square meters of concrete construction and include supporting site utilities, pavements, and site improvements. The project is to design and construct a complete and usable storage facility in accordance with Department of Defense and base criteria for general building requirements, high performance sustainable building standards. The solicitation was issued by the Naval Facilities Engineering Command on behalf of the Department of the Navy.
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NO PARKING
FIRE LANE
NO PARKING
FIRE LANE
C-102
A3 TEMPORARY EROSION CONTROL PLAN
SCALE 1" = 30'-0"
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17246036
DATE: 11/10/21
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AMENDMENT NO. 0002
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CE001
ENVIRONMENTAL PROTECTION NOTES
A. PROTECT THE ENVIRONMENTAL RESOURCES DURING THE ENTIRE DURATION
OF THIS CONTRACT. COMPLY WITH FEDERAL, GUAM, AND LOCAL
REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION, INCLUDING
WATER, AIR, SOLID WASTE, HAZARDOUS WASTE AND SUBSTANCES,
CONTAMINATED SOIL, SILICA, OILY SUBSTANCES, AND NOISE POLLUTION.
COMPLY WITH ALL REQUIREMENTS SPECIFIED IN SECTIONS 01 57 19
TEMPORARY ENVIRONMENTAL CONTROLS AND 01 57 19.01 20
SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS.
B. SUBMIT ALL NECESSARY ENVIRONMENTAL PLANS AS SPECIFIED IN THE
SPECIFICATIONS FOR REVIEW AND APPROVAL BY THE GOVERNMENT.
C. ARCHAEOLOGICAL MONITORING IS NOT REQUIRED. COMPLETE CULTURAL
RESOURCE AWARENESS TRAINING. SHOULD THE CONTRACTOR MAKE AN
INADVERTENT DISCOVERY; STOP WORK UNTIL THE GOVERNMENT ASSESSES
THE SITUATION.
D. COMPLETE NATURAL RESOURCE AWARENESS TRAINING. PREPARE AND
IMPLEMENT A HAZARD ANALYSIS AND CRITICAL CONTROL POINT PLAN.
E. THE PROJECT SITE IS LOCATED IN AN AREA WITH A HIGH PROBABILITY AREA
OF ENCOUNTERING MEC/MPPEH. PERFORM FULL CLEARANCE AHEAD OF
EARTHWORK. SUBMIT PLANNING DOCUMENTS FOR GOVERNMENT REVIEW
AND APPROVAL.
F. VEGETATION REMOVED DURING CLEARING AND GRUBBING SHALL BE
PROCEEDED FOR REUSE ONSITE. OBTAIN A SOLID WASTE MANAGEMENT
FACILITY PERMIT TO PROCESS GREEN WASTE AND INCLUDE THE PERMIT IN
THE CONTRACTOR'S WASTE MANAGEMENT PLAN.
G. PROVIDE ALL NECESSARY SAMPLING AND TESTING FOR WASTE
CHARACTERIZATION AND DISPOSAL. PREPARE WASTE MANIFEST. ALL
WASTE SHALL BE PROPERLY PACKAGED AND DISPOSED OF IN ACCORDANCE
WITH APPLICABLE FEDERAL, GUAM, AND INSTALLATION REGULATIONS AND
REQUIREMENTS.
H. USE ENGINEERING CONTROLS SUCH AS WATER MISTING AND WIND
BARRIERS TO CONTROL FUGITIVE DUST AND SILICA DURING THE ENTIRE
DURATION OF THIS CONTRACT.
I. EROSION CONTROL MEASURES MUST BE IMPLEMENTED AND PRECAUTIONS
MUST BE TAKEN TO MITIGATE IMPACTS TO STORM DRAIN SYSTEMS AND/OR
NEARBY BODIES OF WATER.
A. SITE WORKERS MUST BE INFORMED OF THE PRESENCE OF HAZARDOUS
MATRIALS, CONTAMINATED SOIL, AND MEC. THE HAZARDS MUST BE
MITIGATED PROPERLY PRIOR TO ANY DISTURBANCES OR DEMOLITION.
B. ALL WORK INVOLVING HAZARDOUS MATERIALS/WASTE AND CONTAMINATED
SOIL MUST BE CONDUCTED IN A CONTROLLED MANNER PROTECTIVE OF THE
WORKERS, BASE PERSONNEL, AND THE ENVIRONMENT IN ACCORDANCE
WITH APPLICABLE FEDERAL, GUAM, AND INSTALLATIONS REGULATIONS AND
REQUIREMENTS.
C. COMPLY WITH ALL APPLICABLE FEDERAL, GUAM, AND INSTALLATION HEALTH
AND SAFETY REGULATIONS.
D. PROVIDE ALL NECESSARY TRAINING TO EMPLOYEES AND
SUBCONTRACTORS TO COMPLY WITH ALL APPLICABLE FEDERAL, GUAM, AND
INSTALLATION HEALTH AND SAFETY LAWS AND REGULATIONS.
PESTICIDE-IMPACTED SOIL (PIS) MANAGEMENT
NOTES
A. A SOIL SCREENING SURVEY REPORT IS AVAILABLE UPON REQUEST. THE
ANALYTICAL RESULTS FOR CONTAMINANTS WERE COMPARED TO THE STATE
OF HAWAII, DEPARTMENT OF HEALTH, TIER 1, ENVIRONMENTAL SCREENING
LEVELS (ESL). REVIEW AND UNDERSTAND THE SURVEY REPORT.
B. CONDUCT CONTAMINATED/POTENTIALLY CONTAMINATED SOIL WORK IN
ACCORDANCE WITH SECTION 02 61 13 EXCAVATION AND HANDLING OF
CONTAMINATED MATERIAL.
C. PIS EXCEEDING THE ESL WAS IDENTIFIED WITHIN THE PROJECT AREA.
CONDUCT PIS WORK IN ACCORDANCE WITH SECTION 02 61 13. THE PIS
BOUNDARY IS AS FOLLOWS:
1. LATERAL BOUNDARY: SOIL AT DEMOLISHED BUILDING 21003 FOOTPRINT
PLUS 3 FEET FROM THE EDGE OF THE FOOTPRINT
2. VERTICAL BOUNDARY: 0-2 FEET BELOW GROUND SURFACE
D. PREPARE A SOIL MANAGEMENT PLAN FOR GOVERNMENT REVIEW AND
APPROVAL PRIOR TO ANY SITE DISTURBANCE.
E. REUSE THE PIS UNDER 1 FT OF CLEAN SOIL OR IMPERVIOUS SURFACE (I.E.
BUILDING SLAB, PAVEMENT, ETC.) IF THE SOIL MEETS THE GEOTECHNICAL
REQUIREMENTS SPECIFIED IN SECTION 31 23 00.00 20 EXCAVATION AND FILL.
DO NOT REUSE OR RELOCATE PIS IN UTILITY TRENCHES.
F. PLACE A PERMEABLE BUT PROTECTIVE BARRIER (I.E. ORANGE WARNING
BARRIER GEOTEXTILE) BELOW AND ABOVE THE PIS. PROVIDE A CLOSURE
REPORT WITH DRAWINGS SHOWING THE PIS RELOCATION AREAS.
G. STOCKPILE PIS SEPARATELY AND DO NOT MIX PIS WITH CLEAN SOIL.
H. EXCESS SOIL THAT WILL BE TRANSPORTED OFF-SITE FOR REUSE OR
DISPOSAL MUST BE CHARACTERIZED TO ENSURE COMPLIANCE WITH
FEDERAL, GUAM AND RECIPIENT GUIDELINES AND REQUIREMENTS. PROVIDE
NECESSARY SOIL SAMPLING AND CHARACTERIZATION FOR DISPOSAL.
1. PIS: IF REUSING OF PIS IS NOT FEASIBLE, DISPOSE OF THE SOIL AT A
PERMITTED FACILITY IN THE MAINLAND U.S. IF DISPOSAL THE OF PIS IS
REQUIRED, CONTRACTOR MUST CONTACT THE CONTRACTING OFFICER.
2. OTHER EXCESS SOIL: COMPLY SOIL TESTING AND DISPOSAL
REQUIREMENTS SPECIFIED IN SECTION 31 23 00.00 20 EXCAVATION AND
FILL.
WORKER SAFETY NOTES
HAZARDOUS MATERIAL
DEMOLITION/REMOVAL NOTES
LEGEND AND ABBREVIATIONS
ACM ASBESTOS-CONTAINING MATERIAL
LBP LEAD-BASED PAINT (LEAD CONCENTRATION ≥ 5,000 MG/KG)
LCP LEAD-CONTAINING PAINT (LEAD CONCENTRATION < 5,000 MG/KG)
MG/KG MILLIGRAMS PER KILOGRAM
MEC MUNITIONS AND EXPLOSIVES OF CONCERN
MPPEH MATERIAL POTENTIALLY PRESENTING AN EXPLOSIVE HAZARD
PCB POLYCHLORINATED BIPHENYL
PIS PESTICIDE-IMPACTED SOIL
SQ. FT. SQUARE FOOT
TSCA TOXIC SUBSTANCES CONTROL ACT
A. A HAZARDOUS BUILDING MATERIAL SURVEY REPORT IS AVAILABLE UPON
REQUEST. CONDUCT ADDITIONAL HAZARDOUS MATERIAL TESTING, AS
NEEDED.
B. ASBESTOS-CONTAINING MATERIALS (ACM): ACM DISTURBANCE WORK MUST
COMPLY WITH THE REQUIREMENTS IN SECTION 02 82 00 ASBESTOS
REMEDIATION. THE CONFIRMED ACM IS AS FOLLOW:
ACM: 550 LINEAR FEET OF LIGHT GRAY CEMENT DRAINPIPE (18% ASBESTOS)
C. LEAD-BASED PAINTS (LBP) AND LEAD-CONTAINING PAINTS (LCP): COMPLY
WITH THE REQUIREMENTS IN SECTION 02 83.00 LEAD REMEDIATION.
1. ASSUME ALL PAINTED SURFACE CONTAINS LEAD.
2. TOTAL PAINT REMOVAL IS NOT ANTICIPATED, EXCEPT WHERE
DEMOLITION ACTIVITIES, SUCH AS CUTTING, GRINDING, OR
PENETRATION, WOULD GENERATE AIRBORNE LEAD DUST.
3. PAINT IN POOR CONDITIONS, SUCH AS CRACKING, PEELING, CHIPPING
OR FLAKING, MUST BE REMOVED PRIOR TO ANY DEMOLITION ACTIVITIES.
4. PAINT WASTE SHALL BE TESTED FOR TOXICITY CHARACTERISTIC
LEACHING PROCEDURE (TCLP) PRIOR TO DISPOSAL.
D. POLYCHLORINATED BIPHENYLS (PCB): CONDUCT WORK IN ACCORDANCE
WITH SECTION 02 84 33 REMOVAL AND DISPOSAL OF PCBS.
1. TRANSFORMER: NO PCB INFORMATION WAS AVAILABLE FOR THE
TRANSFORMER OIL. ASSUME THE OIL CONTAINS PCB GREATER THAN 50
PPM WHICH IS A TOXIC SUBSTANCES CONTROL ACT (TSCA) REGULATED
WASTE. COLLECT AN OIL SAMPLE FOR PCB ANALYSIS AND DISPOSE OF
THE OIL ACCORDINGLY IN ACCORDANCE WITH TSCA.
2. TRANSFORMER PAD: REPORTABLE LEVELS OF PCB WERE FOUND
BELOW THE CONCENTRATION, 2 MG/KG, THAT LOCAL RECYCLING OR
DISPOSAL FACILITIES ARE PERMITTED TO ACCEPT THE DEMOLISHED
DEBRIS. THE CONCRETE SAMPLING WAS LIMITED TO THE EXPOSED
TRANSFORMER PAD ALONG THE CONCRETE PAD. CONDUCT FURTHER
CONCRETE SAMPLING AND TESTING FOR THE ENTIRE PAD WHEN THE
TRANSFORMER AND ELECTRICAL EQUIPMENT IS REMOVED.
E. NO HAZARDOUS MATERIAL SURVEY WAS CONDUCTED FOR THE
UNDERGROUND UTILITIES (I.E. WATER, SEWER PIPELINES) TO BE
DEMOLISHED. IF SUSPECT MATERIALS PREVIOUSLY UNFORESEEN BECOME
UNCOVERED, CONDUCT ADDITIONAL TESTING WITH THE CONTRACTOR'S
EXPENSE PRIOR TO DISTURBANCE OF SUSPECTED MATERIALS. IF
HAZARDOUS MATERIAL REMOVAL/ABATEMENT IS REQUIRED FOR
UNFORESEEN MATERIALS, CONTRACTOR MUST CONTACT THE
CONTRACTING OFFICER.
APPROXIMATE PROJECT LIMITS
PESTICIDE-IMPACTED SOIL
LEGEND
PESTICIDE-IMPACTED SOIL AT DEMOLISHED BUILDING 21003 FOOTPRINT:
LATERAL: SOIL AT DEMOLISHED BUILDING 21003 FOOTPRINT PLUS 3
FEET FROM THE EDGE OF THE FOOTPRINT
VERTICAL: ASSUME 0-2 FEET BELOW GROUND SURFACE
PIS BOUNDARY:
LATERAL: SOIL AT DEMOLISHED BUILDING 21003 FOOTPRINT PLUS 3 FEET
FROM THE EDGE OF THE FOOTPRINT
VERTICAL: 0-2 FEET BELOW GROUND SURFACE
BONNIS BOULEVARD
PLAN
NORTH
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150"
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50"
20" 30"
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AMENDMENT NO. 0002
1 2 3 4 5
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO
ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
IF SHEET IS LESS THAN 22 X 34
REDUCED PRINT. USE GRAPHIC SCALES
1 2 3 4
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
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BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC DATE
APPROVED
SY
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D
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C R
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AS SHOWN
1641920
FIRE PROTECTION
FY
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JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102 UNITED STATES
N62742-17-D-0003
A/E INFO
D
C
B
A
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0342
JEG NO. WFXO6314
DRAWFORM REVISION: 30 APR 2015
Eunjin Kotkovetz 11/10/2021
CL CL EK
1 2 3 4 5
D
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B
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1 2 3 4
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
AN
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CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC DATE
APPROVED
SY
M
D
ES
C R
IP
TI
O N
D
AT
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AS SHOWN
1641920
FIRE PROTECTION
FY
M
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C O
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AP
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JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102 UNITED STATES
N62742-17-D-0003
A/E INFO
D
C
B
A
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0342
JEG NO. WFXO6314
DRAWFORM REVISION: 30 APR 2015
EMS HSJ EMS
AMENDMENT NO. 0002
C-504
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EMS HSJ EMS
C1 VALVE AND BOX ASSEMBLY DETAIL
NOT TO SCALE
C3 VALVE BOX DETAIL
NOT TO SCALE
A1 TAPPING SLEEVE AND VALVE INSTALLATION DETAIL
NOT TO SCALE
A3 WATERLINE TRENCH DETAIL
NOT TO SCALE
A5 CONCRETE THRUST BLOCK SCHEDULE
NOT TO SCALE
D1 IDENTIFICATION TAG FOR VALVE BOX COVER
NOT TO SCALE
C4 POST INDICATOR VALVE DETAIL
NOT TO SCALE
17246046
DATE: 11/10/21
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1 2 3 4
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
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SCALE
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N A
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F
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BA
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G U
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C O
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AN
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CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC DATE
APPROVED
SY
M
D
ES
C R
IP
TI
O N
D
AT
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AS SHOWN
1641920
FIRE PROTECTION
FY
M
IL
C O
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-3
/ A
JJ
Y2
AP
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AI
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D D
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D
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N S
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BM
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TA
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JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102 UNITED STATES
N62742-17-D-0003
A/E INFO
D
C
B
A
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0342
JEG NO. WFXO6314
DRAWFORM REVISION: 30 APR 2015
EMS HSJ EMS
AMENDMENT NO. 0002
C-506
A1 CATCH BASIN DETAIL
NOT TO SCALE
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EMS HSJ EMS
A4 STORM DRAINAGE MANHOLE DETAIL
NOT TO SCALE
C3 DRAINAGE PIPE TRENCH DETAIL
NOT TO SCALE
A4 PLAN
NOT TO SCALE
B4 PLAN
NOT TO SCALE
C3 @LANDSCAPE
NOT TO SCALE
C4 @AC PAVEMENT
NOT TO SCALE
A
B
A3 METAL GRATING DETAILS
NOT TO SCALE
D1 CONNECTION TO EXISTING CATCH BASIN
NOT TO SCALE
17246048
DATE: 11/10/21
C
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1 2 3 4
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE
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C O
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CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC DATE
APPROVED
SY
M
D
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C R
IP
TI
O N
D
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AS SHOWN
1641920
FIRE PROTECTION
FY
M
IL
C O
N P
-3
/ A
JJ
Y2
AP
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D D
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IF
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BM
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TA
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JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102 UNITED STATES
N62742-17-D-0003
A/E INFO
D
C
B
A
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0342
JEG NO. WFXO6314
DRAWFORM REVISION: 30 APR 2015
EMS HSJ EMS
AMENDMENT NO. 0002
C-507
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EMS HSJ EMS
A1 SEWERLINE TRENCH DETAIL
NOT TO SCALE
B1 SEWERLINE TRENCH BELOW A.C. PAVEMENT DETAIL
NOT TO SCALE
A3 SEWERLINE MANHOLE DETAIL
NOT TO SCALE
A3 PLAN
NOT TO SCALE
B3 SECTION
NOT TO SCALE
A5 FLEXIBLE SMH CONNECTION DETAIL
NOT TO SCALE
A4 SECTION
NOT TO SCALE
A5 TOP VIEW
NOT TO SCALE
C4 CONNECTION TO EXIST SEWERLINE - TYPE A
NOT TO SCALE
D4 CONNECTION TO EXIST SEWERLINE - TYPE B
NOT TO SCALE
D1 SEWER MANHOLE ADJUSTMENT DETAIL
NOT TO SCALE
D3 DETAIL
NOT TO SCALE
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IN
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IN
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C O
M M
AN
D
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC DATE
APPROVED
SY
M
D
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C R
IP
TI
O N
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AS SHOWN
1641920
FIRE PROTECTION
FY
M
IL
C O
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-3
/ A
JJ
Y2
AP
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TA
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JACOBS GOVERNMENT SERVICES COMPANY
777 MAIN STREET
FORT WORTH, TEXAS 76102 UNITED STATES
N62742-17-D-0003
A/E INFO
D
C
B
A
A/E Contract No. N62742-17-D-0003 A/E Task Order No. N6274219F0342
JEG NO. WFXO6314
DRAWFORM REVISION: 30 APR 2015
EMS HSJ EMS
AMENDMENT NO. 0002
C-509
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EMS HSJ EMS
A1 STANDARD SILT FENCE DETAIL
NOT TO SCALE
B2 SECTION A-A
NOT TO SCALE
A4 SANDBAGS TYPICAL INSTALLATION DETAIL
NOT TO SCALE
A3 ELEVATION
NOT TO SCALE
A4 SECTION
NOT TO SCALE
B4 STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
17246051
DATE: 11/10/21
C
B
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO
ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
IF SHEET IS LESS THAN 22 X 34
REDUCED PRINT. USE GRAPHIC SCALES
1 2 3 4
D
C
B
A
10 Nov 2021
C
B
A
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO
ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
IF SHEET IS LESS THAN 22 X 34
REDUCED PRINT. USE GRAPHIC SCALES
1 2 3 4
D
C
B
A
C
B
A
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO
ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
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REDUCED PRINT. USE GRAPHIC SCALES
1 2 3 4
D
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
AMONG THE VARIOUS TRADES AS NECESSARY TO AVOID CONFLICTS AND TO
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IF SHEET IS LESS THAN 22 X 34
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1 2 3 4
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
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1 2 3 4
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
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IF SHEET IS LESS THAN 22 X 34
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1 2 3 4
D
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C
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
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1 2 3 4
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
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1 2 3 4
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
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1 2 3 4
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
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IF SHEET IS LESS THAN 22 X 34
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1 2 3 4
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AM
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/1
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JC
11-10-2021
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
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ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
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1 2 3 4
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AM
D
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ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
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ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
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ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
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ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
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ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
IF SHEET IS LESS THAN 22 X 34
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1 2 3 4
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D
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/1
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ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
IF SHEET IS LESS THAN 22 X 34
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1 2 3 4
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11/10/2021
C
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
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ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
IF SHEET IS LESS THAN 22 X 34
REDUCED PRINT. USE GRAPHIC SCALES
1 2 3 4
D
C
B
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK
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ENSURE THE INSTALLATION OF ALL WORK WITHIN THE AVAILABLE SPACE.
IF SHEET IS LESS THAN 22 X 34
REDUCED PRINT. USE GRAPHIC SCALES
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D
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| P3000 AMD# 002 - CV & EV |
| C-102 - TEMPORARY EROSION CONTROL PLAN |
| CE001 - ENVIRONMENTAL PROTECTION AND HAZMAT NOTES |
| C-504 - MISCELLANEOUS DETAILS |
| C-506 - MISCELLANEOUS DETAILS |
| C-507 - MISCELLANEOUS DETAILS |
| C-509 - MISCELLANEOUS DETAILS |
| P3000 AMD# 002 - ST |
| S-001 - GENERAL STRUCTURAL NOTES |
| SB102 - PARTIAL FOUNDATION PLAN -AREA A |
| S-202 - ELEVATIONS |
| S-203 - ELEVATIONS |
| S-204 - ELEVATIONS |
| S-400 - ENLARGED PLANS AND SECTIONS |
| S-502 - TYPICAL CONCRETE DETAILS |
| S-504 - PRECAST SECTIONS AND DETAILS |
| S-505 - PRECAST SECTIONS AND DETAILS |
| P3000 AMD# 002 - AR |
| AE102 - PARTIAL FLOOR PLAN - AREA A |
| AE103 - PARTIAL FLOOR PLAN - AREA B |
| AE104 - PARTIAL FLOOR PLAN - AREA C |
| AE105 - PARTIAL FLOOR PLAN - AREA D |
| AE121 - OVERALL REFLECTED CEILING PLAN |
| A-201 - EXTERIOR ELEVATIONS |
| A-202 - EXTERIOR ELEVATIONS |
| A-203 - EXTERIOR ELEVATIONS |
| A-612 - DOOR, WINDOW & LOUVER DETAILS |
| P3000 AMD@ 002 - EE |
| EG101 - GROUNDING PLAN |
| E-401 - ENLARGED PLAN |
| E-501 - DETAILS |
| DATE: 16 NOV 2021 | |
| 2021-11-16T12:02:01-1000 |
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2021-11-16T12:10:10-1000
2021-11-16T12:10:11-1000
2021-11-16T12:11:21-1000
2021-11-16T12:11:22-1000
File details come from the government source that posted it. Updated .