36C24418B0578-004.pdf

PDF 9 MB Posted Jul 17, 2018

Attached to: Remove Fuel Storage Tanks, Project 542-15-205
Solicitation number: 36C24418B0578
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 4

About this file

From the source

36C24418B0578 VA-Coatesville UST 100 Drawings.pdf

View the file

Other files

File	Type	Posted
36C24418C0216-000.docx	DOCX document	Sep 14, 2018
36C24418B0578-0002000.docx	DOCX document	Aug 1, 2018
36C24418B0578-0002004.pdf	PDF	Aug 1, 2018
36C24418B0578-0002003.pdf	PDF	Aug 1, 2018
36C24418B0578-0002002.pdf	PDF	Aug 1, 2018
36C24418B0578-0002001.pdf	PDF	Aug 1, 2018
36C24418B0578-001.docx	DOCX document	Jul 17, 2018
36C24418B0578-005.pdf	PDF	Jul 17, 2018
36C24418B0578-003.pdf	PDF	Jul 17, 2018
36C24418B0578-002.pdf	PDF	Jul 17, 2018
36C24418B0578-0001000.docx	DOCX document	Jul 16, 2018
36C24418B0578-000.docx	DOCX document	Jun 22, 2018

Show all 12

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

G-1

COVER SHEET

COATESVILLE

VA MEDICAL CENTER

WORK AREA (TYP.)

B& S&B CHRIST CONSULTING, LLCS

CCCC 8485 WEST SUNSET ROAD, SUITE 105

LAS VEGAS, NV 89113

OFFICE: (702) 202-6004

SBCHRISTCONSULTING.COM

OPS RESEARCH & CIVIL/ENV ENGINEERING

VAMC COATESVILLE

UNDERGROUND FUEL STORAGE TANK

REMOVAL

VAMC COATESVILLE, PAAPPROVED BY:

TITLE:

STATION:

SB MR

VA542-15-205

222017 NOV 3

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

DEPARTMENT OF VETERANS AFFAIRS MEDICAL CENTER

AutoCAD SHX Text

VAMC COATESVILLE FUEL STORAGE TANK REMOVAL V.A. PROJECT NO.: 542-15-205

AutoCAD SHX Text

STATE REFERENCE MAP

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE

AutoCAD SHX Text E-1

AutoCAD SHX Text

ELECTRICAL INDEX SHEET

AutoCAD SHX Text E-2

AutoCAD SHX Text

ELECTRICAL DIAGRAM AND DETAILS

AutoCAD SHX Text

ED-1

AutoCAD SHX Text

BLDG 1 - GENERATOR ROOM ELECTRICAL DEMO PLAN

AutoCAD SHX Text

ED-2

AutoCAD SHX Text

BLDG 71- ELECTRICAL DEMO PLAN

AutoCAD SHX Text

ED-3

AutoCAD SHX Text

BLDG 75 - ELECTRICAL DEMO PLAN

AutoCAD SHX Text

ED-4

AutoCAD SHX Text

BLDG 79 - ELECTRICAL DEMO PLAN

AutoCAD SHX Text

ED-5

AutoCAD SHX Text

BLDG 81 - ELECTRICAL DEMO PLAN

AutoCAD SHX Text

ED-6

AutoCAD SHX Text

BLDG 100 - ELECTRICAL DEMO PLAN

AutoCAD SHX Text

ED-7

AutoCAD SHX Text

BLDG 138 - ELECTRICAL DEMO PLAN

AutoCAD SHX Text

ED-8

AutoCAD SHX Text

BLDG 139 - ELECTRICAL DEMO PLAN

AutoCAD SHX Text

SHEET LIST (CONT.)

AutoCAD SHX Text

SHEET LIST

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE

AutoCAD SHX Text G-1

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text G-2

AutoCAD SHX Text

ABBREVIATIONS AND NOTES

AutoCAD SHX Text

CD-1

AutoCAD SHX Text

BLDG 1 - SITE PLAN

AutoCAD SHX Text

CD-2

AutoCAD SHX Text

BLDG 1 - GENERATOR ROOM ENLARGED PLAN

AutoCAD SHX Text

CD-3

AutoCAD SHX Text

BLDG 71 - IMPROVEMENT AND DEMO PLAN

AutoCAD SHX Text

CD-4

AutoCAD SHX Text

BLDG 75 - IMPROVEMENT AND DEMO PLAN

AutoCAD SHX Text

CD-5

AutoCAD SHX Text

BLDG 79 - IMPROVEMENT AND DEMO PLAN

AutoCAD SHX Text

CD-6

AutoCAD SHX Text

BLDG 81 - IMPROVEMENT AND DEMO PLAN

AutoCAD SHX Text

CD-7

AutoCAD SHX Text

BLDG 100 - IMPROVEMENT AND DEMO PLAN

AutoCAD SHX Text

CD-8

AutoCAD SHX Text

BLDG 138 - IMPROVEMENT AND DEMO PLAN

AutoCAD SHX Text

CD-9

AutoCAD SHX Text

BLDG 139 - IMPROVEMENT AND DEMO PLAN

AutoCAD SHX Text

AE-1

AutoCAD SHX Text

BLDG 1 - GENERATOR ROOM ARCHITECTURAL

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Sht. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

FOR BID

B& S&B CHRIST CONSULTING, LLCS

CCCC 8485 WEST SUNSET ROAD, SUITE 105

LAS VEGAS, NV 89113

OFFICE: (702) 202-6004

SBCHRISTCONSULTING.COM

OPS RESEARCH & CIVIL/ENV ENGINEERING

VAMC COATESVILLE

UNDERGROUND FUEL STORAGE TANK

REMOVAL

VAMC COATESVILLE, PAAPPROVED BY:

TITLE:

STATION:

SB MR

VA542-15-205

222017 NOV 3

G-2

ABBREVIATIONS AND NOTES

AutoCAD SHX Text A/E ARCHITECT / ENGINEER ARCHITECT / ENGINEER ABAN ABANDON ABANDON ABC AGGREGATE BASE COURSE AGGREGATE BASE COURSE ADA AMERICANS WITH DISABILITIES ACT AMERICANS WITH DISABILITIES ACT APPD APPROVED APPROVED APPROX APPROXIMATE APPROXIMATE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS AMERICAN SOCIETY OF CIVIL ENGINEERS ASME AMERICAN SOCIETY MECHANICAL ENGINEERS AMERICAN SOCIETY MECHANICAL ENGINEERS ASPE AMERICAN SOCIETY PLUMBING ENGINEERS AMERICAN SOCIETY PLUMBING ENGINEERS ATS AUTOMATIC TRANSFER SWITCH AUTOMATIC TRANSFER SWITCH AVE AVENUE AVENUE AWWA AMERICAN WATER WORKS ASSOCIATION AMERICAN WATER WORKS ASSOCIATION BLDG BUILDING BUILDING BLVD BOULEVARD BOULEVARD CHKV CHECK VALVE CHECK VALVE CHR CHILLED WATER RETURN CHILLED WATER RETURN CHS CHILLED WATER SUPPLY CHILLED WATER SUPPLY CI CAST IRON OR CURB INLET CAST IRON OR CURB INLET CIP CAST-IN-PLACE OR CAST IRON PIPE CAST-IN-PLACE OR CAST IRON PIPE CIR CIRCLE CIRCLE CJ CONSTRUCTION JOINT OR CONTROL JOINT CONSTRUCTION JOINT OR CONTROL JOINT CO CERTIFICATE OR OCCUPANCY CERTIFICATE OR OCCUPANCY COMM COMMUNICATION COMMUNICATION CONC CONCENTRIC OR CONCRETE CONCENTRIC OR CONCRETE COR CONTRACTING OFFICER REPRESENTATIVE CONTRACTING OFFICER REPRESENTATIVE CSTL CAST STEEL CAST STEEL CU FT CUBIC FEET CUBIC FEET CU IN CUBIC INCH CUBIC INCH CU YD CUBIC YARD CUBIC YARD CV CONTROL VALVE CONTROL VALVE DEP (PADEP) PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION DIA DIAMETER DIAMETER DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DISC DISCONNECT DISCONNECT (E) EXISTING EXISTING E EAST EAST EA EACH EACH EDP EMERGENCY DISTRIBUTION PANEL EMERGENCY DISTRIBUTION PANEL ELEC ELECTRICAL LINE/CONDUIT ELECTRICAL LINE/CONDUIT ELEV ELEVATION ELEVATION EPA ENVIRONMENTAL PROTECTION AGENCY ENVIRONMENTAL PROTECTION AGENCY FF FINISH FLOOR FINISH FLOOR FG FINSHED GRADE FINSHED GRADE FLL FLOW LINE FLOW LINE FPM FEET PER MINUTE FEET PER MINUTE FPS FEET PER SECOND FEET PER SECOND GAL GALLON GALLON GC GENERAL CONTRACTOR GENERAL CONTRACTOR GPD GALLONS PER DAY GALLONS PER DAY GPH GALLONS PER HOUR GALLONS PER HOUR GPM GALLONS PER MINUTE GALLONS PER MINUTE GTV GATE VALVE GATE VALVE INV INVERT INVERT INV EL INVERT ELEVATION INVERT ELEVATION IP IRON PIPE IRON PIPE LAT LATITUDE LATITUDE LF LINEAR FEET (FOOT) LINEAR FEET (FOOT) M METER METER MAX MAXIMUM MAXIMUM MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS mm MILLIMETER MILLIMETER MTS MANUAL TRANSFER SWITCHMANUAL TRANSFER SWITCH

AutoCAD SHX Text

1. CONTRACTOR SHALL PHOTOGRAPH SITE PRIOR TO AND FOLLOWING CONSTRUCTION AND CONTRACTOR SHALL PHOTOGRAPH SITE PRIOR TO AND FOLLOWING CONSTRUCTION AND PROVIDE AN ELECTRONIC COPY TO THE COR. 2. NOT ALL EXISTING EQUIPMENT AND APPURTENANCES ARE NECESSARILY SHOWN ON NOT ALL EXISTING EQUIPMENT AND APPURTENANCES ARE NECESSARILY SHOWN ON THESE DRAWINGS, BUT WHAT IS DEEMED NECESSARY TO SHOW INTENT OF WORK INVOLVED IN THIS PROJECT. REFER TO ALL PLANS, SCHEDULES AND SPECIFICATIONS FOR COMPLETE SYSTEM REQUIREMENTS. 3. DRAWINGS ARE BASED ON RECORD DRAWINGS AND LIMITED FIELD OBSERVATIONS. DRAWINGS ARE BASED ON RECORD DRAWINGS AND LIMITED FIELD OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO WORK. DEVIATIONS FROM CONDITIONS SHOWN IN THESE PLANS SHALL BE REPORTED TO THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) IMMEDIATELY AND NO WORK SHALL BE PERFORMED IN THIS AREA UNTIL A RESOLUTION HAS BEEN ESTABLISHED. SITE CONDITIONS DIFFERING FROM THOSE SHOWN ON THESE PLANS WILL NOT BE GENERALLY CONSIDERED A BASIS FOR CONTRACT MODIFICATION AS THE CONTRACTOR SHALL TAKE INTO ACCOUNT WORST CASE SITE CONDITIONS WHEREVER POSSIBLE. 4. THE SAFETY OF THE VAMC PATIENTS IS PARAMOUNT. CONTRACTOR SHALL ATTEND A THE SAFETY OF THE VAMC PATIENTS IS PARAMOUNT. CONTRACTOR SHALL ATTEND A MANDATORY SAFETY BRIEFING AT THE PRECONSTRUCTION MEETING PRIOR TO ANY WORK 5. CONTRACTOR IS RESPONSIBLE FOR SITE SECURITY. CONTRACTOR SHALL INCLUDE AT CONTRACTOR IS RESPONSIBLE FOR SITE SECURITY. CONTRACTOR SHALL INCLUDE AT LEAST A 7-FOOT HIGH CHAIN LINK FENCE AROUND SITES UNDER CONSTRUCTION. ADA ACCESS INTO A FACILITY SHALL NOT BE IMPEDED. CONTRACTOR TO PROVIDE TEMPORARY ADA ACCESS WHERE APPLICABLE. 6. UNLESS NOTED OTHERWISE, EXISTING MECHANICAL, PLUMBING AND ELECTRICAL UNLESS NOTED OTHERWISE, EXISTING MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT SHALL REMAIN AND BE PROTECTED DURING CONSTRUCTION. 7. REMOVE ALL HANGERS, ALL-THREAD RODS, UNI-STRUT, FASTENERS AND OTHER REMOVE ALL HANGERS, ALL-THREAD RODS, UNI-STRUT, FASTENERS AND OTHER SUPPORTS ASSOCIATED WITH EQUIPMENT INDICATED FOR DEMOLITION. 8. NO EQUIPMENT SHALL BE ABANDONED IN PLACE UNLESS APPROVED BY THE COR. NO EQUIPMENT SHALL BE ABANDONED IN PLACE UNLESS APPROVED BY THE COR. 9. VA MAINTAINS THE RIGHT TO RETAIN ANY EQUIPMENT REMOVED - VERIFY WITH COR IF VA MAINTAINS THE RIGHT TO RETAIN ANY EQUIPMENT REMOVED - VERIFY WITH COR IF ANY EQUIPMENT IS TO BE KEPT. THIS EQUIPMENT SHALL BE CAREFULLY REMOVED BY THE CONTRACTOR AND STORED ON THE PROPERTY AT A LOCATION DESIGNATED BY THE COR. ALL DEMOLISHED EQUIPMENT NOT KEPT BY THE VA SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR. 10. ANY FLOOR, WALL, OR CEILING OPENINGS MADE DUE TO DEMOLITION OF EQUIPMENT ANY FLOOR, WALL, OR CEILING OPENINGS MADE DUE TO DEMOLITION OF EQUIPMENT SHALL BE PROPERLY PATCHED AND FINISHED TO MATCH EXISTING. 11. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING SURFACES TO A LIKE-NEW CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING SURFACES TO A LIKE-NEW CONDITION IF ANY DAMAGE OCCURS FROM THEIR ACTIONS. 12. EARTHWORK, PORTLAND CEMENT CONCRETE, AND ASPHALTIC CONCRETE SHALL BE IN EARTHWORK, PORTLAND CEMENT CONCRETE, AND ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS. 13. CONTRACTOR SHALL MAINTAIN TWO (2), CURRENT, FULL SIZE SETS OF AS-BUILT CONTRACTOR SHALL MAINTAIN TWO (2), CURRENT, FULL SIZE SETS OF AS-BUILT DRAWINGS DURING CONSTRUCTION. AS-BUILTS SHALL BE MADE AVAILABLE TO THE COR AT ALL TIMES. SEE SPECIFICATION SECTION 010000. 14. CONTRACTOR SHALL PROVIDE SIGNED RECEIPTS FOR ALL UNDERGROUND STORAGE CONTRACTOR SHALL PROVIDE SIGNED RECEIPTS FOR ALL UNDERGROUND STORAGE TANKS AND FUEL LINES DELIVERED TO RECYCLE AND/OR DISPOSAL FACILITIES, IN ACCORDANCE WITH SPECIFICATION SECTION 026500. 15. UNFORSEEN UNDERGROUND OBSTACLES SUCH AS ROCKS, TREE ROOTS, ETC., SHALL BE UNFORSEEN UNDERGROUND OBSTACLES SUCH AS ROCKS, TREE ROOTS, ETC., SHALL BE HANDLED IN ACCORDANCE WITH SPECIFICATION SECTION 312000. 16. PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S TECHNICAL DOCUMENT PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S TECHNICAL DOCUMENT "CLOSURE REQUIREMENTS FOR UNDERGROUND STORAGE TANK SYSTEMS" NUMBER 263-4500-601 SHALL TAKE PRECEDENCE FOR ANY CONFLICTS BETWEEN DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS.

AutoCAD SHX Text

1. EACH OF THE FOLLOWING BUILDING SITES SHALL CONSTITUTE A PHASE OF WORK. THE ACTUAL PHASING ORDER EACH OF THE FOLLOWING BUILDING SITES SHALL CONSTITUTE A PHASE OF WORK. THE ACTUAL PHASING ORDER SHALL BE COORDINATED WITH THE COR SO AS TO MINIMIZE DISRUPTION TO CAMPUS ACTIVITIES. A. BUILDING 1 BUILDING 1 B. BUILDING 71 BUILDING 71 C. BUILDING 75 BUILDING 75 D. BUILDING 79 BUILDING 79 E. BUILDING 81 BUILDING 81 F. BUILDING 100 BUILDING 100 G. BUILDING 138 BUILDING 138 H. BUILDING 139 BUILDING 139 2. PROVIDE COR WITH A CONSTRUCTION SCHEDULE OF WORK AND SPECIFIC IMPACTS INCLUDING DURATION TO PROVIDE COR WITH A CONSTRUCTION SCHEDULE OF WORK AND SPECIFIC IMPACTS INCLUDING DURATION TO ROADWAY ACCESS, PARKING ACCESS, AND BUILDING ACCESS (IDENTIFY STAGING AND LIMITS OF CONSTRUCTION). ADA PATH OF TRAVEL MUST BE MAINTAINED. 3. CONTRACTOR SHALL WORK WITH THE COR TO NOTIFY BUILDING OCCUPANTS (EMPLOYEES) OF DISRUPTIONS OR CONTRACTOR SHALL WORK WITH THE COR TO NOTIFY BUILDING OCCUPANTS (EMPLOYEES) OF DISRUPTIONS OR CLOSURES DUE TO CONSTRUCTION. 4. OPEN TRENCHES OR EQUIPMENT SHALL NOT BE LEFT UNSECURED AT ANY TIME.OPEN TRENCHES OR EQUIPMENT SHALL NOT BE LEFT UNSECURED AT ANY TIME.

AutoCAD SHX Text

ELEVATION INDICATOR

AutoCAD SHX Text

SITE SYMBOLS - GENERAL

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

IDENTIFICATION DEVICE INDICATOR

AutoCAD SHX Text

KEYNOTE INDICATOR

AutoCAD SHX Text

DRAWING BLOCK TITLE WITH GRAPHIC SCALE (SHOWN HALF ACTUAL SIZE)

AutoCAD SHX Text

EARTH, CRUSHED ROCK GRAVEL

AutoCAD SHX Text

EARTH, UNDISTURBED

AutoCAD SHX Text

EARTHWORK, COMPACTED FILL

AutoCAD SHX Text

SAND

AutoCAD SHX Text

EARTHWORK, GRAVEL, POROUS FILL

AutoCAD SHX Text

EROSION AND SEDIMENTATION CONTROL, FILTRATION BED

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

CENTER LINE INDICATOR

AutoCAD SHX Text

DEMOLITION LINE

AutoCAD SHX Text

EXISTING TO REMAIN LINE

AutoCAD SHX Text

FEATURES ABOVE LINE INDICATOR

AutoCAD SHX Text

BREAK, ROUND (USER DEFINES SIZE)

AutoCAD SHX Text

BREAK, ROUND (USER DEFINES SIZE)

AutoCAD SHX Text

DETAIL INDICATOR

AutoCAD SHX Text A-512

AutoCAD SHX Text D2

AutoCAD SHX Text

DIMENSION (CIVIL ONLY)

AutoCAD SHX Text

FEATURES ABOVE LINE INDICATOR

AutoCAD SHX Text

MATCHLINE

AutoCAD SHX Text

SEE XX/XXX

AutoCAD SHX Text

REVISION INDICATOR (SHOWN WITH CLOUD)

AutoCAD SHX Text

SITE SYMBOLS - EARTHWORK

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

DRAIN LINE

AutoCAD SHX Text D

AutoCAD SHX Text

SANITARY SEWER LINE

AutoCAD SHX Text

POWER LINE

AutoCAD SHX Text

ELE

AutoCAD SHX Text

SITE SYMBOLS - UTILITIES

AutoCAD SHX Text

UTILITY, WATER MANHOLE

AutoCAD SHX Text W

AutoCAD SHX Text

UTILITY, SANITARY MANHOLE

AutoCAD SHX Text

UTILITY, ELECTRICAL MANHOLE

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text C201

AutoCAD SHX Text

PL105

AutoCAD SHX Text A

AutoCAD SHX Text 26-P 3

AutoCAD SHX Text

PL105

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text

DRAWING NUMBER WHERE DRAWN

AutoCAD SHX Text

SECTION LETTER

AutoCAD SHX Text

DRAWING NUMBER WHERE SHOWN

AutoCAD SHX Text

BUILDING NO. WHERE EQUIPMENT IS LOCATED

AutoCAD SHX Text

EQUIPMENT ABBREVIATION (PUMP)

AutoCAD SHX Text

PUMP NO.3 IN BUILDING NO.26

AutoCAD SHX Text

TYPICAL UNIT NO.

AutoCAD SHX Text

DRAWING SYMBOLS

AutoCAD SHX Text START TO END LENGTH OF ISSUE PIPE CONDITION ASSESSMENT NOTE PERCENT OF AREA BLOCKED NEW PIPE MATERIAL MANHOLE CONDITION ASSESSMENT NOTE STRUCTURAL DEFECT DEFECT AT JOINT

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text X' -X'

AutoCAD SHX Text J

AutoCAD SHX Text

AutoCAD SHX Text X%

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text

ELECTRICAL PULL BOX

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

COMMUNICATIONS LINE

AutoCAD SHX Text

TEL

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text W

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

(N) NEW NEW N NORTH NORTH NA NOT APPLICABLE NOT APPLICABLE NATL NATIONAL NATIONAL NBC NATIONAL BUILDING CODE NATIONAL BUILDING CODE NO NUMBER NUMBER NOM NOMINAL NOMINAL NORM NORMAL NORMAL NTS NOT TO SCALE NOT TO SCALE O.C. ON CENTER ON CENTER PCC PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE PERIM PERIMETER PERIMETER PERM PERMANENT PERMANENT PL PROPERTY LINE PROPERTY LINE POW LN POWER LINE POWER LINE PRELIM PRELIMINARY PRELIMINARY PROJ PROJECT PROJECT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PIPE POLYVINYL CHLORIDE PIPE RCRA RESOURCE CONSERVATION AND RESOURCE CONSERVATION AND RECOVERY ACT RPPA REDUCED PRESSURE PRINCIPLE REDUCED PRESSURE PRINCIPLE ASSEMBLY RM ROOM ROOM SMH SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE S SOUTH SOUTH SP EL SPOT ELEVATION SPOT ELEVATION SPEC SPECIFICATION SPECIFICATION SQ IN SQUARE INCH SQUARE INCH SQ FT SQUARE FOOT (FEET) SQUARE FOOT (FEET) SQ YD SQUARE YARD SQUARE YARD SS SANITARY SEWER SANITARY SEWER ST STREET STREET STA STATION STATION STD STANDARD STANDARD SW SIDEWALK SIDEWALK SWR SEWER SEWER SYM SYMBOL SYMBOL TEMP TEMPORARY TEMPORARY THK THICKNESS THICKNESS THRU THROUGH THROUGH TMH TOP OF MANHOLE TOP OF MANHOLE TX TRANSFORMER TRANSFORMER TYP TYPICAL TYPICAL UFC UNIFORM FIRE CODE UNIFORM FIRE CODE UGND UNDERGROUND UNDERGROUND UNFIN UNFINISHED UNFINISHED UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED UTIL UTILITY UTILITY VA VETERANS ADMINISTRATION VETERANS ADMINISTRATION VAR VARIES VARIES VB VALVE BOX VALVE BOX VERT VERTICAL VERTICAL VIF VERIFY IN FIELD VERIFY IN FIELD VOL VOLUME VOLUME V-R VEEDER-ROOT VEEDER-ROOT W/ WITH WITH W/O WITHOUT WITHOUT WI WROUGHT IRON WROUGHT IRON WL WATER LINE WATER LINE WTR WATER WATER " INCHES INCHES DIAMETER

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

CONSTRUCTION PHASING PLAN

AutoCAD SHX Text

ABBREVIATIONS

AutoCAD SHX Text CONTRACTOR WILL BE RESPONSIBLE FOR IDENTIFYING AND PROVIDING CONSTRUCTION STAGING AREA. AVAILABLE SPACE AT THE CENTRAL VA FACILITY, INCLUDING PARKING AND DRIVE AREAS, IS HIGHLY CONSTRAINED AND IMPACTS ARE TO BE MINIMIZED TO THE FULLEST EXTENT PRACTICAL. ALL IMPACTS ARE TO BE COORDINATED WITH VA COR AT LEAST TWO WEEKS PRIOR TO START OF WORK.

AutoCAD SHX Text

CONSTRUCTION STAGING

AutoCAD SHX Text S

AutoCAD SHX Text CONTRACTOR CANNOT RELY ON AVAILABLE VA AS-BUILT DRAWINGS TO IDENTIFY ALL EXISTING UNDERGROUND UTILITIES. PRIOR TO ANY EXCAVATING, CONTRACTOR IS REQUIRED TO MAKE SURE THAT THE LOCATION OF ALL UNDERGROUND UTILITIES IN EXCAVATION SITES ARE ACCURATELY IDENTIFIED. IT WILL BE REQUIRED FOR THE CONTRACTOR TO EMPLOY THE SERVICES OF A SUBSURFACE UTILITY ENGINEERING FIRM TO CONDUCT SURVEYS TO LOCATE ALL UNDERGROUND UTILITIES IN AREAS TO BE EXCAVATED. SUCH SURVEYS MIGHT UTILIZE GEOPHYSICAL PROSPECTING TECHNIQUES AND ELECTROMAGNETICS. IN SOME CIRCUMSTANCES THESE CONVENTIONAL METHODS DO NOT PRECISELY LOCATE THE UTILITIES, IN WHICH CASE THE FOLLOWING ADDITIONAL MEANS MAY BE UTILIZED: TV VIDEO PIPE INSPECTION, GROUND PENETRATING RADAR (FOR NON-METALLICS), AND VACUUM EXCAVATION. THE SUBSURFACE UTILITY ENGINEERING ANALYST MUST MAINTAIN NECESSARY TRAFFIC CONTROL AND SAFETY STANDARDS TO DELIVER A COMPREHENSIVE REPORT ON ALL UNDERGROUND UTILITIES. SURVEY GROUND MARKS MUST BE LAID OUT AND A COMPUTER-GENERATED ILLUSTRATION OF JOB-SITE MUST BE PROVIDED. THE UTILITY LOCATION & COORDINATION UNIFORM COLOR CODE MUST BE USED FOR THE GROUND MARKS AND ILLUSTRATIONS.

AutoCAD SHX Text

LOCATION OF UNDERGROUND UTILITIES

AutoCAD SHX Text

EXISTING TREE

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Sht. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

FOR BID

AutoCAD SHX Text

1. "PERMANENT CLOSURE - REMOVAL" IS THE METHOD OF CLOSURE FOR ALL TANKS "PERMANENT CLOSURE - REMOVAL" IS THE METHOD OF CLOSURE FOR ALL TANKS ASSOCIATED WITH THIS PROJECT. 2. CONTRACTOR SHALL NOTIFY THE PADEP 30 DAYS PRIOR TO THE REMOVAL OF THE CONTRACTOR SHALL NOTIFY THE PADEP 30 DAYS PRIOR TO THE REMOVAL OF THE UNDERGROUND STORAGE TANKS. 3. ALL TANK-HANDLING ACTIVITIES SHALL BE PERFORMED BY A PADEP-CERTIFIED ALL TANK-HANDLING ACTIVITIES SHALL BE PERFORMED BY A PADEP-CERTIFIED INSTALLER WHO HAS UMR CERTIFICATION. ACTIVITIES INCLUDE REMOVAL OF TANKS, PIPING (FUEL AND VENT) & ASSOCIATED BURIED ELECTRICAL CONDUIT. ACTIVITIES ALSO INCLUDE REMOVAL OF FUEL & SLUDGE, CLEANING AND RECYCLING OF THE ABOVE. 4. CONTRACTOR SHALL RETAIN A QUALIFIED TESTING LABORATORY TO PERFORM SOIL CONTRACTOR SHALL RETAIN A QUALIFIED TESTING LABORATORY TO PERFORM SOIL SAMPLING AND TESTING. 5. WORK MAY INCLUDE REMOVAL, CONTAINMENT, TRANSPORTATION AND DELIVERY OF WORK MAY INCLUDE REMOVAL, CONTAINMENT, TRANSPORTATION AND DELIVERY OF CONTAMINATED SOILS TO AN APPROVED FACILITY IF CONTAMINATED SOILS ARE ENCOUNTERED. REFER TO SPECIFICATION SECTION 026500. ALL TRANSPORTATION AND DISPOSAL SHALL BE PERFORMED BY LICENSED AND CERTIFIED COMPANIES. 6. ALL SOILS DISPOSAL SHALL BE IN ACCORDANCE WITH RCRA STANDARDS. CONTRACTOR ALL SOILS DISPOSAL SHALL BE IN ACCORDANCE WITH RCRA STANDARDS. CONTRACTOR SHALL MAINTAIN A LOG OF ALL SAMPLING RESULTS AS WELL AS DISPOSAL RECEIPTS, ALL OF WHICH SHALL BE SUBMITTED TO THE COR.

AutoCAD SHX Text

PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION (PADEP)

CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH TECHNICAL DOCUMENT NUMBER NUMBER 263-4500-601 "CLOSURE REQUIREMENTS FOR UNDERGROUND STORAGE TANK SYSTEMS" AS WELL AS THE DRAWINGS AND SPECIFICATIONS, AND NOT RELY ON WHAT IS IN THIS BOX ALONE. BELOW IS A NON-COMPREHENSIVE SUMMARY OF PADEP REQUIREMENTS FOR THIS PROJECT.

BUILDING 1 - IMPROVEMENT SITE PLAN BUILDING 1 - DEMOLITION SITE PLAN

DEMOLITION KEYED NOTES

GENERAL NOTES ON SHEET G-2 APPLY TO THIS SHEET

NEW WORK KEYED NOTES

* DENOTES ITEM TO BE REMOVED.

B& S&B CHRIST CONSULTING, LLCS

CCCC 8485 WEST SUNSET ROAD, SUITE 105

LAS VEGAS, NV 89113

OFFICE: (702) 202-6004

SBCHRISTCONSULTING.COM

OPS RESEARCH & CIVIL/ENV ENGINEERING

VAMC COATESVILLE

UNDERGROUND FUEL STORAGE TANK

REMOVAL

VAMC COATESVILLE, PAAPPROVED BY:

TITLE:

STATION:

SB MR

VA542-15-205

222017 NOV 3

CD-1

BLDG 1 - SITE PLAN

AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

KEY MAP NTS

AutoCAD SHX Text

WORK AREA

AutoCAD SHX Text

BUILDING 3

AutoCAD SHX Text

* 1000 GAL DBL. WALL FIBERGLASS STORAGE TANK UNDER SLAB

AutoCAD SHX Text

LOADING DOCK

AutoCAD SHX Text

CONC. PAD, (TYP. 3)

AutoCAD SHX Text

EMERGENCY GENERATOR ROOM G14 (SEE ENLARGED PLAN SHEET CD-2)

AutoCAD SHX Text

5" WATER

AutoCAD SHX Text

* FUEL LINES AND CONDUITS

AutoCAD SHX Text

* 2" VENT

AutoCAD SHX Text

* 6" GENERATOR EXHAUST AND MUFFLER (ON ROOF)

AutoCAD SHX Text

(8) EXPOSED CONDUITS

AutoCAD SHX Text

EXHAUST FAN (ON ROOF)

AutoCAD SHX Text

AREA WELL WITH GRATE, (TYP. 3)

AutoCAD SHX Text

* CONC. PAD, (TYP. 2)

AutoCAD SHX Text

EXTERIOR ELECTRICAL PANEL, (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text EXCAVATION SHALL BE IN ACCORDANCE WITH DEP GUIDELINES AND THESE SPECIFICATIONS. EXCAVATE ONLY AFTER LOCATION SERVICES ARE COMPLETED. NOTE: INDICATED EXCAVATION AREAS ARE FOR REFERENCE ONLY AND WILL VARY DEPENDING ON ACTUAL SITE AND SOILS CONDITIONS. EXCAVATIONS SHALL BE SHORED PER OSHA REQUIREMENTS. REMOVE CONCRETE SLAB AND ASSOCIATED DIESEL FUEL STORAGE TANK BELOW IT. SLAB AND TANK SHALL BE REMOVED IN ACCORDANCE WITH DEP GUIDELINES. TANK SHALL BE SENT TO LANDFILL AFTER DEP CLEANING PROCEDURES HAVE BEEN COMPLETED. REMOVE BURIED FUEL LINES AND CONTAINMENT SLEEVES FROM TANK TO WITHIN 6" OF WEST FOUNDATION WALL OF GENERATOR ROOM. ALL ITEMS SHALL BE REMOVED IN ACCORDANCE WITH DEP GUIDELINES. COORDINATE REMOVAL WITH ELECTRICAL DEMOLITION. LINES THROUGH FOUNDATION WALL AND UP THROUGH GENERATOR ROOM FLOOR SHALL BE ABANDONED IN PLACE (SEE CD-2 FOR MORE INFORMATION). REMOVE BURIED AND ABOVEGROUND VENT LINE IN ACCORDANCE WITH DEP GUIDELINES. REMOVE ALL FASTENERS AND OTHER ABOVEGROUND SUPPORTS FROM BLDG. 1 EXTERIOR. REMOVE TWO (2) CONCRETE SLABS. REMOVE ROOF-MOUNTED GENERATOR EXHAUST SYSTEM IN ITS ENTIRETY. REMOVE HORIZONTAL AND VERTICAL PIPE, MUFFLER AND ALL ASSOCIATED ROOF AND WALL SUPPORTS. COORDINATE REMOVAL OF LIGHTNING PROTECTION LINE FROM VERTICAL EXHAUST STACK WITH ELECTRICAL DEMOLITION. PROTECT IN PLACE.

AutoCAD SHX Text

AutoCAD SHX Text BACKFILL, HYDROSEED AND APPLY STRAW-INFUSED NETTING TO EXCAVATION AREAS IN ACCORDANCE WITH SPECIFICATION SECTION 312000. NOTE: INDICATED BACKFILL AREAS ARE FOR REFERENCE ONLY AND WILL VARY DEPENDING ON ACTUAL SITE AND SOILS CONDITIONS. PATCH AND REPAIR EXTERIOR SURFACES OF ROOMS G14 AND G15 RESULTING FROM DEMOLITION WORK TO MATCH EXISTING SURFACES (RED BRICK AND MORTAR). PATCH AND REPAIR ROOF AND UPPER BUILDING WALLS RESULTING FROM DEMOLITION TO MATCH EXISTING SURFACES INCLUDING ROOF INSULATION. SEAL ALL REPAIRS WATER-TIGHT. UPPER WALLS ARE RED BRICK AND MORTAR. ROOFING IS BUILT-UP TYPE. INSULATION TYPE, IF PRESENT, IS UNKNOWN. FILL ABANDONED LINES WITH NON-SHRINK GROUT AND CAP AT WEST FOUNDATION WALL AFTER DEP CLEANING PROCEDURES HAVE BEEN COMPLETED.

AutoCAD SHX Text

* EXCAVATION

AutoCAD SHX Text

BUILDING 1

AutoCAD SHX Text

5" SEWER

AutoCAD SHX Text

6" STORM

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

DROP INLET

AutoCAD SHX Text

COURTYARD

AutoCAD SHX Text

CONDENSING UNIT, (TYP. 2)

AutoCAD SHX Text

* EXHAUST STACK

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

BUILDING 3

AutoCAD SHX Text

LOADING DOCK

AutoCAD SHX Text

EMERGENCY GENERATOR ROOM G14 (SEE ENLARGED PLAN SHEET CD-2)

AutoCAD SHX Text

(E) 5" WATER

AutoCAD SHX Text

GROUNDS REMEDIATION

AutoCAD SHX Text

PATCH AND REPAIR ROOF

AutoCAD SHX Text

(E) (8) EXPOSED CONDUITS

AutoCAD SHX Text

(E) EXHAUST FAN (ON ROOF)

AutoCAD SHX Text

(E) AREA WELL WITH GRATE, (TYP. 3)

AutoCAD SHX Text

(E) EXTERIOR ELECTRICAL PANEL, (TYP.)

AutoCAD SHX Text

BUILDING 1

AutoCAD SHX Text

(E) 5" SEWER

AutoCAD SHX Text

(E) 6" STORM

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

(E) DROP INLET

AutoCAD SHX Text

COURTYARD

AutoCAD SHX Text

(E) CONDENSING UNIT, (TYP. 2)

AutoCAD SHX Text

PATCH AND REPAIR

AutoCAD SHX Text

(E) TYP.

AutoCAD SHX Text

ABANDONED LINES

AutoCAD SHX Text

ELECTRICAL ROOM G15

AutoCAD SHX Text

ELECTRICAL ROOM G15

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Sht. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

FOR BID

BLDG 1

GENERATOR ROOM G14 - ENLARGED IMPROVEMENT PLAN GENERATOR ROOM G14 - ENLARGED DEMOLITION PLAN

GENERAL NOTES ON SHEET G-2 APPLY TO THIS SHEET

NEW WORK KEYED NOTES

* DENOTES ITEM TO BE REMOVED.

PLAN

NORTH

PLAN

NORTH

CD-2

BLDG 1 - GENERATOR ROOM ENLARGED

PLAN

B& S&B CHRIST CONSULTING, LLCS

CCCC 8485 WEST SUNSET ROAD, SUITE 105

LAS VEGAS, NV 89113

OFFICE: (702) 202-6004

SBCHRISTCONSULTING.COM

OPS RESEARCH & CIVIL/ENV ENGINEERING

VAMC COATESVILLE

UNDERGROUND FUEL STORAGE TANK

REMOVAL

VAMC COATESVILLE, PAAPPROVED BY:

TITLE:

STATION:

SB MR

VA542-15-205

222017 NOV 3

AutoCAD SHX Text

KEY MAP NTS

AutoCAD SHX Text

WORK AREA

AutoCAD SHX Text

AutoCAD SHX Text REMOVE GENERATOR EXHAUST STACK UP THROUGH ROOF. REMOVE GENERATOR, FASTENERS AND ASSOCIATED HOUSEKEEPING PAD FLUSH WITH FLOOR. ANY REBAR OR OTHER FASTENERS BETWEEN PAD AND FLOOR SHALL BE REMOVED OR CUT FLUSH WITH FLOOR. COORDINATE GENERATOR REMOVAL FROM VA CAMPUS WITH COR. REMOVE GENERATOR EXHAUST LOUVER AND ASSOCIATED DUCTWORK. SAWCUT AND REMOVE SLOPED CONCRETE SILL. STEEL LINTEL AT TOP OF OPENING TO REMAIN. NOTE THIS OPENING SHALL SERVE AS THE EXTRACTION POINT FOR THE GENERATOR. REMOVE BATTERY RACK AND BATTERIES. NOTE BATTERIES SHALL BE RETURNED TO VA. SEE ELECTRICAL FOR REMOVAL OF VEEDER-ROOT TANK MONITORING SYSTEM AND ASSOCIATED EXTERIOR ENUNCIATOR. TRUNCATE FUEL LINES AND CONTAINMENT SLEEVES UNDER FOUNDATION TO FLUSH WITH FLOOR. LINES SHALL BE CLEANED IN ACCORDANCE WITH DEP PROCEDURES, FILLED WITH NON-SHRINK GROUT AND CAPPED FLUSH WITH FLOOR AND WEST FOUNDATION WALL, AND ABANDONED IN PLACE. SEE SHEET CD-1 FOR REMOVAL OF BURIED FUEL LINES WEST OF GENERATOR ROOM FOUNDATION WALL. REMOVE COMBUSTION LOUVER AND ASSOCIATED MOTORIZED DAMPER. SAWCUT AND REMOVE SLOPED CONCRETE SILL. STEEL LINTEL AT TOP OF OPENING TO REMAIN. COORDINATE DEMOLITION WITH ELECTRICAL DEMOLITION. REMOVE DIESEL FUEL DAY TANK, VENT THROUGH WALL AND ALL ASSOCIATED EXPOSED LINES IN GENERATOR ROOM. COORDINATE REMOVAL WITH ELECTRICAL DEMOLITION. PROTECT IN PLACE.

AutoCAD SHX Text

AutoCAD SHX Text PATCH AND REPAIR OPENING IN CEILING RESULTING FROM DEMOLITION TO MATCH EXISTING SURFACES INCLUDING ROOF INSULATION. EXISTING ROOFING IS BUILT-UP TYPE. INTERIOR CEILING IS CORRUGATED METAL. INSULATION TYPE (IF PRESENT) IS NOT KNOWN. CONTRACTOR SHALL SMOOTH PREVIOUS HOUSEKEEPING PAD LOCATION TO MATCH SURROUNDING FLOOR. FILL ABANDONED LINES AND CONTAINMENT SLEEVES WITH NON-SHRINK GROUT. FINISH GROUT SUCH THAT IT IS FLUSH WITH SURROUNDING FLOOR. SEE ARCHITECTURAL SHEET AE-1 FOR WALL OPENING INFILL INFORMATION. PATCH AND REPAIR EXTERIOR SURFACES OF GENERATOR ROOM RESULTING FROM DEMOLITION WORK TO MATCH EXISTING SURFACES (RED BRICK AND MORTAR). SEE SHEET AE-1 FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

* 39"x84" COMBUSTION LOUVER

AutoCAD SHX Text

EXHAUST GRILLE IN CEILING AND UP TO FAN ON ROOF

AutoCAD SHX Text

* EXPOSED FUEL LINES, (TYP.)

AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

BUILDING 1

AutoCAD SHX Text

(8) EXPOSED CONDUITS TO ELECTRICAL ROOM G15

AutoCAD SHX Text

BUILDING 3

AutoCAD SHX Text

* 68"x74" EXHAUST LOUVER

AutoCAD SHX Text

* BATTERY RACK

AutoCAD SHX Text

* BATTERY CHARGER

AutoCAD SHX Text

* V-R

AutoCAD SHX Text

* BURIED FUEL LINES AND CONDUITS

AutoCAD SHX Text

* DAY TANK

AutoCAD SHX Text

INTAKE LOUVER

AutoCAD SHX Text

* 30"x64" COMBUSTION LOUVER

AutoCAD SHX Text

* 6" DIA. EXHAUST PIPE UP THROUGH ROOF

AutoCAD SHX Text

* VENT

AutoCAD SHX Text

PANEL G/B1

AutoCAD SHX Text

"PANEL 2"

AutoCAD SHX Text

* GENERATOR SKID ON HOUSEKEEPING PAD

AutoCAD SHX Text

* LINES SLEEVED THROUGH FLOOR

AutoCAD SHX Text

MTS

AutoCAD SHX Text

GENERATOR DISC.

AutoCAD SHX Text

(TYP. ALL ELECTRICAL)

AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

PATCH AND REPAIR

AutoCAD SHX Text

FLOOR REPAIR

AutoCAD SHX Text

PATCH AND REPAIR

AutoCAD SHX Text 39"x84" OPENING INFILL

AutoCAD SHX Text

ABANDONED LINES

AutoCAD SHX Text

AutoCAD SHX Text 68"x74" OPENING INFILL

AutoCAD SHX Text

AutoCAD SHX Text 30"x64" OPENING INFILL

AutoCAD SHX Text

BUILDING 1

AutoCAD SHX Text

(E) (8) EXPOSED CONDUITS TO ELECTRICAL ROOM G15

AutoCAD SHX Text

(E) EXHAUST GRILLE IN CEILING AND UP TO FAN ON ROOF

AutoCAD SHX Text

BUILDING 3

AutoCAD SHX Text

(E) INTAKE LOUVER

AutoCAD SHX Text

(E) PANEL G/B1

AutoCAD SHX Text

(E) "PANEL 2"

AutoCAD SHX Text

(E) MTS

AutoCAD SHX Text

(E) GENERATOR DISC.

AutoCAD SHX Text

PATCH AND REPAIR

AutoCAD SHX Text

BLDG 1

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Sht. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

BUILDING 71 - IMPROVEMENT SITE PLAN BUILDING 71 - DEMOLITION PLAN

GENERAL NOTES ON SHEET G-2 APPLY TO THIS SHEET

NEW WORK KEYED NOTES

* DENOTES ITEM TO BE REMOVED.

CD-3

BLDG 71 - IMPROVEMENT AND DEMO PLAN

B& S&B CHRIST CONSULTING, LLCS

CCCC 8485 WEST SUNSET ROAD, SUITE 105

LAS VEGAS, NV 89113

OFFICE: (702) 202-6004

SBCHRISTCONSULTING.COM

OPS RESEARCH & CIVIL/ENV ENGINEERING

VAMC COATESVILLE

UNDERGROUND FUEL STORAGE TANK

REMOVAL

VAMC COATESVILLE, PAAPPROVED BY:

TITLE:

STATION:

SB MR

VA542-15-205

222017 NOV 3

AutoCAD SHX Text

KEY MAP NTS

AutoCAD SHX Text

WORK AREA

AutoCAD SHX Text

BUILDING 71

AutoCAD SHX Text

BUILDING 6

AutoCAD SHX Text

SWITCHBOARD

AutoCAD SHX Text

SWITCHGEAR

AutoCAD SHX Text

PANEL "LP-71"

AutoCAD SHX Text

ELEC CONDUIT, (TYP. 4) LOCATION UNKNOWN

AutoCAD SHX Text

DROP INLET

AutoCAD SHX Text

* 1500 GAL DBL-WALL STEEL STORAGE TANK UNDER SLAB

AutoCAD SHX Text

* 2" VENT

AutoCAD SHX Text

* PIPING ENCLOSURE BOX

AutoCAD SHX Text

* V-R

AutoCAD SHX Text

* FUEL LINES AND CONDUITS

AutoCAD SHX Text

8" STORM DRAIN

AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

AutoCAD SHX Text EXCAVATION SHALL BE IN ACCORDANCE WITH DEP GUIDELINES AND THESE SPECIFICATIONS. EXCAVATE ONLY AFTER LOCATION SERVICES ARE COMPLETED. NOTE: INDICATED EXCAVATION AREAS ARE FOR REFERENCE ONLY AND WILL VARY DEPENDING ON ACTUAL SITE AND SOILS CONDITIONS. EXCAVATIONS SHALL BE SHORED PER OSHA REQUIREMENTS. REMOVE CONCRETE SLAB AND ASSOCIATED DIESEL FUEL STORAGE TANK BELOW IT. SLAB AND TANK SHALL BE REMOVED IN ACCORDANCE WITH DEP GUIDELINES. TANK SHALL BE SENT TO A RECYCLER AFTER DEP CLEANING PROCEDURES HAVE BEEN COMPLETED. REMOVE BURIED FUEL LINES AND CONTAINMENT SLEEVES BETWEEN TANK AND BUILDING 71. ALL ITEMS SHALL BE REMOVED IN ACCORDANCE WITH DEP GUIDELINES. COORDINATE REMOVAL WITH ELECTRICAL DEMOLITION. REMOVE PIPING ENCLOSURE BOX, ABOVEGROUND FUEL LINES AND ASSOCIATED CONCRETE SLAB. COORDINATE REMOVAL WITH ELECTRICAL DEMOLITION. REMOVE BURIED AND ABOVEGROUND VENT LINE IN ACCORDANCE WITH DEP GUIDELINES. REMOVE ALL FASTENERS AND OTHER ABOVEGROUND SUPPORTS FROM BLDG. 71 EXTERIOR. SEE ELECTRICAL FOR REMOVAL OF VEEDER-ROOT TANK MONITORING SYSTEM AND ASSOCIATED EXTERIOR ENUNCIATOR. PROTECT IN PLACE. CONTRACTOR SHALL TAKE EXTREME CARE TO NOT DISTURB OR DAMAGE EXISTING TREES OR THEIR ROOT SYSTEMS. IF TREE REMOVAL IS DEEMED NECESSARY, SEE SPECIFICATION SECTION 312000 AND COORDINATE WITH VA COR AS REQUIRED.

AutoCAD SHX Text

BUILDING 71

AutoCAD SHX Text

BUILDING 6

AutoCAD SHX Text

(E) ELEC CONDUIT, (TYP. 4)

AutoCAD SHX Text

(E) DROP INLET

AutoCAD SHX Text

GROUNDS REMEDIATION

AutoCAD SHX Text

PATCH AND REPAIR

AutoCAD SHX Text

(E) 8" STORM DRAIN

AutoCAD SHX Text

(E) SWITCHBOARD

AutoCAD SHX Text

(E) SWITCHGEAR

AutoCAD SHX Text

(E) PANEL "LP-71"

AutoCAD SHX Text

* EXCAVATION

AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

BLDG 71

AutoCAD SHX Text

TREE, (TYP.)

AutoCAD SHX Text

TREE, (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Sht. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

BUILDING 75 - IMPROVEMENT SITE PLAN BUILDING 75 - DEMOLITION PLAN

NEW WORK KEYED NOTES

GENERAL NOTES ON SHEET G-2 APPLY TO THIS SHEET

* DENOTES ITEM TO BE REMOVED.

B& S&B CHRIST CONSULTING, LLCS

CCCC 8485 WEST SUNSET ROAD, SUITE 105

LAS VEGAS, NV 89113

OFFICE: (702) 202-6004

SBCHRISTCONSULTING.COM

OPS RESEARCH & CIVIL/ENV ENGINEERING

VAMC COATESVILLE

UNDERGROUND FUEL STORAGE TANK

REMOVAL

VAMC COATESVILLE, PAAPPROVED BY:

TITLE:

STATION:

SB MR

VA542-15-205

222017 NOV 3

CD-4

BLDG 75 - IMPROVEMENT AND DEMO PLAN

AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

KEY MAP NTS

AutoCAD SHX Text

WORK AREA

AutoCAD SHX Text

6" SANITARY SEWER

AutoCAD SHX Text

10" CHS

AutoCAD SHX Text

10" CHR

AutoCAD SHX Text

STEAM LINE

AutoCAD SHX Text

PANEL "LP-75"

AutoCAD SHX Text

SWITCHBOARD

AutoCAD SHX Text

SWITCHGEAR

AutoCAD SHX Text

BUILDING 75

AutoCAD SHX Text

BUILDING 9

AutoCAD SHX Text

ELECTRICAL CONDUITS

AutoCAD SHX Text

* 1500 GAL DBL-WALL STEEL STORAGE TANK UNDER SLAB

AutoCAD SHX Text

* 2" VENT

AutoCAD SHX Text

* PIPING ENCLOSURE BOX

AutoCAD SHX Text

* FUEL LINES AND CONDUITS

AutoCAD SHX Text

* EXCAVATION

AutoCAD SHX Text

BUILDING 8

AutoCAD SHX Text

STEAM VENT, (TYP. 4)

AutoCAD SHX Text

ELEC. CONDUIT

AutoCAD SHX Text

* V-R

AutoCAD SHX Text

AutoCAD SHX Text EXCAVATION SHALL BE IN ACCORDANCE WITH DEP GUIDELINES AND THESE SPECIFICATIONS. EXCAVATE ONLY AFTER LOCATION SERVICES ARE COMPLETED. NOTE: INDICATED EXCAVATION AREAS ARE FOR REFERENCE ONLY AND WILL VARY DEPENDING ON ACTUAL SITE AND SOILS CONDITIONS. EXCAVATIONS SHALL BE SHORED PER OSHA REQUIREMENTS. REMOVE CONCRETE SLAB AND ASSOCIATED DIESEL FUEL STORAGE TANK BELOW IT. SLAB AND TANK SHALL BE REMOVED IN ACCORDANCE WITH DEP GUIDELINES. TANK SHALL BE SENT TO A RECYCLER AFTER DEP CLEANING PROCEDURES HAVE BEEN COMPLETED. REMOVE BURIED FUEL LINES AND CONTAINMENT SLEEVES BETWEEN TANK AND BUILDING 75. ALL ITEMS SHALL BE REMOVED IN ACCORDANCE WITH DEP GUIDELINES. COORDINATE REMOVAL WITH ELECTRICAL DEMOLITION. REMOVE PIPING ENCLOSURE BOX, ABOVEGROUND FUEL LINES AND ASSOCIATED CONCRETE SLAB. COORDINATE REMOVAL WITH ELECTRICAL DEMOLITION. REMOVE BURIED AND ABOVEGROUND VENT LINE IN ACCORDANCE WITH DEP GUIDELINES. REMOVE ALL FASTENERS AND OTHER ABOVEGROUND SUPPORTS FROM BLDG. 75 EXTERIOR. SEE ELECTRICAL FOR REMOVAL OF VEEDER-ROOT TANK MONITORING SYSTEM AND ASSOCIATED EXTERIOR ENUNCIATOR. PROTECT IN PLACE.

AutoCAD SHX Text

GROUNDS REMEDIATION

AutoCAD SHX Text

PATCH AND REPAIR

AutoCAD SHX Text

(E) 6" SANITARY SEWER

AutoCAD SHX Text

(E) STEAM LINE

AutoCAD SHX Text

(E) PANEL "LP-75"

AutoCAD SHX Text

(E) SWITCHBOARD

AutoCAD SHX Text

(E) SWITCHGEAR

AutoCAD SHX Text

BUILDING 75

AutoCAD SHX Text

BUILDING 9

AutoCAD SHX Text

(E) ELECTRICAL CONDUITS

AutoCAD SHX Text

BUILDING 8

AutoCAD SHX Text

(E) STEAM VENT, (TYP. 4)

AutoCAD SHX Text

(E) ELEC. CONDUIT

AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Sht. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

FOR BID

AutoCAD SHX Text

BLDG 75

AutoCAD SHX Text

10" CHS

AutoCAD SHX Text

10" CHR

BUILDING 79 - IMPROVEMENT SITE PLAN BUILDING 79 - DEMOLITON PLAN

DEMOLITION KEYED NOTES

NEW WORK KEYED NOTES

GENERAL NOTES ON SHEET G-2 APPLY TO THIS SHEET

* DENOTES ITEM TO BE REMOVED.

PIPING ABANDONMENT DETERMINATION DIAGRAM

B& S&B CHRIST CONSULTING, LLCS

CCCC 8485 WEST SUNSET ROAD, SUITE 105

LAS VEGAS, NV 89113

OFFICE: (702) 202-6004

SBCHRISTCONSULTING.COM

OPS RESEARCH & CIVIL/ENV ENGINEERING

VAMC COATESVILLE

UNDERGROUND FUEL STORAGE TANK

REMOVAL

VAMC COATESVILLE, PAAPPROVED BY:

TITLE:

STATION:

SB MR

VA542-15-205

222017 NOV 3

CD-5

BLDG 79 - IMPROVEMENT AND DEMO PLAN

D + 5'

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

KEY MAP NTS

AutoCAD SHX Text

WORK AREA

AutoCAD SHX Text

8" SANITARY SEWER

AutoCAD SHX Text

PANEL "LP-79"

AutoCAD SHX Text

SWITCHGEAR

AutoCAD SHX Text

SWITCHBOARD

AutoCAD SHX Text

BUILDING 79

AutoCAD SHX Text

* 1500 GAL DBL-WALL STEEL STORAGE TANK UNDER SLAB

AutoCAD SHX Text

* 2" VENT

AutoCAD SHX Text

* PIPING ENCLOSURE BOX

AutoCAD SHX Text

* EXCAVATION

AutoCAD SHX Text

* V-R

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

WATER TOWER

AutoCAD SHX Text

* FUEL LINES AND CONDUITS

AutoCAD SHX Text

BUILDING 59

AutoCAD SHX Text

ELEC. CONDUIT

AutoCAD SHX Text

ELEC. CONDUIT

AutoCAD SHX Text

STEAM LINE

AutoCAD SHX Text

* TRANSITION SUMP W/ LIQUID SENSOR

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

ELEC. CONDUITS

AutoCAD SHX Text

AutoCAD SHX Text EXCAVATION SHALL BE IN ACCORDANCE WITH DEP GUIDELINES AND THESE SPECIFICATIONS. EXCAVATE ONLY AFTER LOCATION SERVICES ARE COMPLETED. NOTE: INDICATED EXCAVATION AREAS ARE FOR REFERENCE ONLY AND WILL VARY DEPENDING ON ACTUAL SITE AND SOILS CONDITIONS. EXCAVATIONS SHALL BE SHORED PER OSHA REQUIREMENTS. REMOVE BURIED FUEL LINES AND CONTAINMENT SLEEVES BETWEEN TANK AND BUILDING 79. ALL ITEMS SHALL BE REMOVED IN ACCORDANCE WITH DEP GUIDELINES. COORDINATE REMOVAL WITH ELECTRICAL DEMOLITION. THE ACTUAL DEPTH OF THE PIPING SHALL DETERMINE WHETHER OR NOT LINES LOCATED IN THE VICINITY OF WATER TOWER FOOTINGS ARE ABANDONED IN PLACE. SEE DIAGRAM THIS SHEET FOR DETERMINATION PROCEDURE. REMOVE CONCRETE SLAB, ASSOCIATED DIESEL FUEL STORAGE TANK BELOW IT AND VENT LINE. SLAB, TANK AND VENT SHALL BE REMOVED IN ACCORDANCE WITH DEP GUIDELINES. TANK SHALL BE SENT TO A RECYCLER AFTER DEP CLEANING PROCEDURES HAVE BEEN COMPLETED. CONTRACTOR SHALL VERIFY EXACT LOCATION OF TRANSITION SUMP. CONTRACTOR SHALL USE THE SAME METHOD AS DESCRIBED IN KEYNOTE 2 ABOVE TO DETERMINE IF THE SUMP SHALL BE REMOVED OR ABANDONED IN PLACE. IF ABANDONED, SUMP SHALL BE CLEANED IN ACCORDANCE WITH DEP GUIDELINES. OTHERWISE, REMOVE SUMP IN ITS ENTIRETY. REMOVE PIPING ENCLOSURE BOX AND ABOVEGROUND FUEL LINES. COORDINATE REMOVAL WITH ELECTRICAL DEMOLITION. SEE ELECTRICAL FOR REMOVAL OF VEEDER-ROOT TANK MONITORING SYSTEM AND ASSOCIATED EXTERIOR ENUNCIATOR. PROTECT IN PLACE.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.