Part_3_of_6_-_Plans.pdf

PDF 22 MB Posted Dec 22, 2017

Attached to: Veteran Administration (VA) American Lake Seismic Upgrades Phase 1 Building 18 Renovations in Tacoma, WA
Solicitation number: W912DW18R0010
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

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Part 3 of 6 - Plans

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Other files

File	Type	Posted
R0005.pdf	PDF	Jan 31, 2018
R0004.pdf	PDF	Jan 24, 2018
R0003.pdf	PDF	Jan 24, 2018
R0002.pdf	PDF	Jan 16, 2018
R0001.pdf	PDF	Jan 9, 2018
Part_2_of_6_-_Technical_Specifications.pdf	PDF	Dec 22, 2017
Part_1_of_6_-_RFP.pdf	PDF	Dec 22, 2017
Part_4_of_6_-_Plans.pdf	PDF	Dec 22, 2017
Part_6_of_6_-_Plans.pdf	PDF	Dec 22, 2017
Part_5_of_6_-_Plans.pdf	PDF	Dec 22, 2017

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731 COMMERCE STREET,

SUITE 2

TACOMA, WA 98402-4502

PH (253) 292-0357

FX (253) 292-0358

www.enginuitysys.com http://www.medtoxnw@msn.com

ED-TOX

SAFE ENVIROMENT OF AMERICA, INC dba

NORTHWEST

OCCUPATIONAL ENVIROMENTAL HEALTH SERVICES

(253) 351-0677 (253) 351-0688 (FAX)

1701 WEST VALLEY HIGHWAY N. SUITE #1

AUBURN, WASHINGTON 98001

731 COMMERCE STREET,

SUITE 2

TACOMA, WA 98402-4502

PH (253) 292-0357

FX (253) 292-0358

www.enginuitysys.com

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 Revisions:

AutoCAD SHX Text Date

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- FULLY SPRINKLERED

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BUILDING 18 RENOVATION

AutoCAD SHX Text 663-403

AutoCAD SHX Text 12-11-2017

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

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AutoCAD SHX Text E

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA AMERICAN LAKE DIVISION - TACOMA, WA

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DR CHECKS REVIEW FOR VA

AutoCAD SHX Text 4/22/15

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ISSUED FOR VA 100%%% DD2 REVIEW

AutoCAD SHX Text 8/11/15

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ISSUED FOR VA SUPPLEMENTARY ITEMS REVIEW

AutoCAD SHX Text 9/30/15

AutoCAD SHX Text NOT TO SCALE UNLESS PRINTED 30x42

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ISSUED FOR 95%%% COST ESTIMATE

AutoCAD SHX Text 1/11/16

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ISSUED FOR 95%%% CD1 REVIEW

AutoCAD SHX Text 1/29/16

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ISSUED FOR SUPPLEMENTAL CD1

AutoCAD SHX Text 3/8/16

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ISSUED FOR 100%%% CD2

AutoCAD SHX Text 6/24/16

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ISSUED FOR 100%%% CD-2 BCOES UPDATES

AutoCAD SHX Text 1/11/17

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USACE BCOES DR CHECKS RESPONSES

AutoCAD SHX Text 8/22/17

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ISSUED FOR 100%%% SUBMITTAL

AutoCAD SHX Text 12/11/17

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100%%% CD SUBMITTAL

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BUILDING 18

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HAZARDOUS ABATEMENT NOTES

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HA001

AutoCAD SHX Text GENERAL NOTES 1. AT LEAST TRACE LEVELS OF LEAD IS PRESENT ON ALL PAINTED SURFACES. THE GENERAL CONTRACTOR SHALL COORDINATE WORK BETWEEN ALL AT LEAST TRACE LEVELS OF LEAD IS PRESENT ON ALL PAINTED SURFACES. THE GENERAL CONTRACTOR SHALL COORDINATE WORK BETWEEN ALL DISCIPLINES AS STATED THROUGHOUT THE DRAWINGS AND SPECIFICATIONS. LEAD-BASED PAINT WILL REMAIN ON BUILDING COMPONENTS REQUIRING COMPLIANCE WITH WAC 296-155-176 FOR ALL TRADES DURING RENOVATIONS. 2. QUANTITIES INDICATED ON DRAWINGS AND SPECIFICATIONS WERE ESTIMATED BASED ON SITE SURVEY AND ARE CONSIDERED ACCURATE WITHIN +/- QUANTITIES INDICATED ON DRAWINGS AND SPECIFICATIONS WERE ESTIMATED BASED ON SITE SURVEY AND ARE CONSIDERED ACCURATE WITHIN +/- 5%. THE CONTRACTOR SHALL FIELD VERIFY ALL QUANTITIES. NO CONTRACTOR CHANGES WILL BE CONSIDERED FOR VARIANCES FROM THESE QUANTITIES OF LESS THAN 5%. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES IN PROJECT QUANTITIES PRIOR TO CONDUCTING REGULATED MATERIAL ABATEMENT ACTIVITIES. CONTRACTOR MUST HAVE CONTRACTING OFFICERS WRITTEN VERIFICATION OF QUANTITIES PRIOR TO REMOVAL, FOR CONSIDERATION OF COMPENSATION. 3. THE DRAWINGS INCLUDED WITHIN THIS SET REPRESENT AS-BUILT CONDITIONS; HOWEVER, THE ACCURACY OF THE INFORMATION IS NOT GUARANTEED. THE DRAWINGS INCLUDED WITHIN THIS SET REPRESENT AS-BUILT CONDITIONS; HOWEVER, THE ACCURACY OF THE INFORMATION IS NOT GUARANTEED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND OBSTRUCTIONS. 4. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS, REGULATIONS, AND ACCEPTED INDUSTRY PRACTICE. ALL ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS, REGULATIONS, AND ACCEPTED INDUSTRY PRACTICE. ALL WORK, INCLUDING WORK PRACTICES, IS TO BE CRAFTSMAN-LIKE AND IS SUBJECT TO INSPECTION BY THE OWNER, THE OWNER'S CONSULTANTS, AND REGULATORY PERSONNEL. 5. DEMOLITION OF NON-ACM BUILDING MATERIALS WILL BE REQUIRED TO ACCESS REGULATED MATERIALS. MATERIALS WHICH MAY BE IMPACTED ARE, DEMOLITION OF NON-ACM BUILDING MATERIALS WILL BE REQUIRED TO ACCESS REGULATED MATERIALS. MATERIALS WHICH MAY BE IMPACTED ARE, BUT ARE NOT LIMITED TO: CABINETS, RAISED FLOORING, GYPSUM WALLBOARD, EXPANDED METAL OR WOOD LATH & PLASTER, WALL FRAMING, CARPET, CERAMIC TILE, AND WOOD, ETC. NO SEPARATE PAYMENT FOR THIS DEMOLITION SHALL BE MADE. THE COST ASSOCIATED WITH THIS WORK SHALL BE INCLUDED IN THE LUMP SUM PRICE OF THE PROJECT. 6. TSI MATERIALS MAY EXIST WITHIN WALL CAVITIES BEHIND EXISTING RADIATORS THROUGHOUT THE BUILDING. THESE MATERIALS ARE PIPE RUN AND TSI MATERIALS MAY EXIST WITHIN WALL CAVITIES BEHIND EXISTING RADIATORS THROUGHOUT THE BUILDING. THESE MATERIALS ARE PIPE RUN AND FITTING INSULATION. 7. FOLLOWING COMPLETION OF THE REGULATED MATERIAL ABATEMENT SCOPE OF WORK, THE CONTRACTOR SHALL SUBMIT ALL SPECIFIED CLOSEOUT FOLLOWING COMPLETION OF THE REGULATED MATERIAL ABATEMENT SCOPE OF WORK, THE CONTRACTOR SHALL SUBMIT ALL SPECIFIED CLOSEOUT INFORMATION (IE. HAZARDOUS WASTE DISPOSAL MANIFESTS, AIR MONITORING DATA, ETC.) WITHIN 60 DAYS OF COMPLETION. THIS CLOSEOUT PACKAGE IS REQUIRED REGARDLESS OF OVERALL PROJECT COMPLETION. ASBESTOS NOTES 1. REMOVE AND DISPOSE OF ACM IN ACCORDANCE WITH APPLICABLE REGULATIONS, SPECIFICATIONS AND APPROVED WORK PLAN. REMOVAL OF ACM IS REMOVE AND DISPOSE OF ACM IN ACCORDANCE WITH APPLICABLE REGULATIONS, SPECIFICATIONS AND APPROVED WORK PLAN. REMOVAL OF ACM IS IN PREPARATION FOR RENOVATION OF THE BUILDING. 2. BUILDING WILL BE VACANT DURING ABATEMENT AND NO LIFE-CRITICAL SYSTEMS ARE PRESENT. BUILDING WILL BE VACANT DURING ABATEMENT AND NO LIFE-CRITICAL SYSTEMS ARE PRESENT. 3. REMOVE ALL ASBESTOS INSULATION FROM MECHANICAL SYSTEMS AND PLUMBING COMPONENTS. ASBESTOS PIPE INSULATION AND FITTINGS ARE REMOVE ALL ASBESTOS INSULATION FROM MECHANICAL SYSTEMS AND PLUMBING COMPONENTS. ASBESTOS PIPE INSULATION AND FITTINGS ARE SHOWN SCHEMATICALLY ON THE ABATEMENT PLAN DRAWINGS. REFER TO QUANTITY TABLE FOR DETAILS AND COORDINATE WITH MECHANICAL DEMOLITION DRAWINGS. 4. REMNANT ASBESTOS INSULATION AND/OR PENETRATION FIREPROOFING IS ASSUMED PRESENT IN PIPE PENETRATIONS. ASBESTOS INSULATION MAY BE REMNANT ASBESTOS INSULATION AND/OR PENETRATION FIREPROOFING IS ASSUMED PRESENT IN PIPE PENETRATIONS. ASBESTOS INSULATION MAY BE PRESENT IN WALL CAVITIES. ABATEMENT CONTRACTOR SHALL REVIEW AS-BUILT MECHANICAL DRAWINGS AND TRACE ALL PIPING FROM SOURCE TO TERMINATION POINT AND REMOVE ALL ASBESTOS PIPING, INSULATION, AND REMNANT TSI AS REQUIRED. WRAP AND CUT METHODS MAY BE USED WHERE EXISTING SYSTEMS ARE BEING DEMOLISHED, COORDINATE WITH MECHANICAL DEMOLITION DRAWINGS. 5. SELECTIVE DEMOLITION OF NON-ACM BUILDING MATERIALS WILL BE REQUIRED IN ORDER TO ACCOMPLISH ABATEMENT. SELECTIVE DEMOLITION OF NON-ACM BUILDING MATERIALS WILL BE REQUIRED IN ORDER TO ACCOMPLISH ABATEMENT. 6. REMOVE ALL ASBESTOS FLOOR TILES AND ASBESTOS MASTIC FROM THE BUILDING. NON-ACM TILES ON ACM MASTIC SHALL BE REMOVED AND REMOVE ALL ASBESTOS FLOOR TILES AND ASBESTOS MASTIC FROM THE BUILDING. NON-ACM TILES ON ACM MASTIC SHALL BE REMOVED AND DISPOSED AS ACM. ASSUME ACM FLOORING IS LOCATED UNDERNEATH WALLS TO BE DEMOLISHED AND OTHER NON-ACM FLOORING MATERIALS. COORDINATE WITH DEMOLITION PLANS. 7. MAJOR DECONTAMINATION AREAS SHOWN ON HA-03 DEFINE NEGATIVE PRESSURE ENCLOSURES FOR ASBESTOS ABATEMENT WORK. ESTABLISH MAJOR DECONTAMINATION AREAS SHOWN ON HA-03 DEFINE NEGATIVE PRESSURE ENCLOSURES FOR ASBESTOS ABATEMENT WORK. ESTABLISH NEGATIVE PRESSURE ENCLOSURES IN ACCORDANCE WITH SECTION 02 82 11 FOR CLASS I AND CLASS II WORK. INSTALL TEMPORARY NEGATIVE AIR MACHINES INSIDE THE ENCLOSURE TO DIRECT AIR MOVEMENT AS NECESSARY TO PREVENT DEAD AIR SPACE AND TO ENSURE FOUR AIR CHANGES PER HOUR WHILE MAINTAINING -0.02 INCHES WATER COLUMN. CONTRACTOR MODIFICATIONS TO MAJOR DECONTAMINATION AUXILIARY ROOMS MUST BE SUBMITTED AND APPROVED BY THE CPIH. ACHIEVE AIR CLEARANCES IN ACCORDANCE WITH SECTION 02 82 11 PRIOR TO REMOVAL OF THE NEGATIVE PRESSURE ENCLOSURE. 8. WORK AREA CALCULATIONS FOR NEGATIVE PRESSUREWORK AREA CALCULATIONS FOR NEGATIVE PRESSURE

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TABLE 1. SUMMARY OF ASBESTOS-CONTAINING MATERIALS

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MATERIAL

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LOCATION

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FRIABLE

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QUANTITY

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9-INCH FLOOR TILE AND MASTIC

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THROUGHOUT

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2,300 SF

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12-INCH FLOOR TILE AND MASTIC

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THROUGHOUT

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9,060 SF

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REMNANT MASTIC

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VARIOUS UNDER RAISED FLOOR AND CARPETING

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1,840 SF

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PIPE INSULATION

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VARIOUS LOCATIONS

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YES

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350 LF

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TROWELED INSULATING CEMENT

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VISIBLE THROUGHOUT BUILDING

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YES

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125 EA

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ACM CHEMSTONE COUNTERTOPS

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ROOM 6

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150 SF

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STAINLESS STEEL SINK UNDERCOATING

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ROOM 36

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1 EA

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MIRROR MASTIC (ASSUMED)

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VARIOUS ROOMS

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5 EA

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FIRE DOORS (ASSUMED)

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THROUGHOUT

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YES

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9 EA

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TABLE 2. SUMMARY OF HBM AND UNIVERSAL WASTE

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LOCATION

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CONCERN

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NAME

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QUANTITY

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NOTES

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BUILDING 18 INTERIOR

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UNIVERSAL WASTES

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MERCURY CONTAINING THERMOSTATS

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8 EA

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REMOVE & RECYCLE

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BUILDING 18 INTERIOR

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UNIVERSAL WASTES

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FLUORESCENT LAMPS 4-FOOT

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392 EA

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REMOVE & RECYCLE

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BUILDING 18 INTERIOR

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UNIVERSAL WASTES

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HIGH DENSITY DISCHARGE LAMP/BALLASTS

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33 EA

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RECYCLE LAMPS, DISPOSE OF BALLASTS

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BUILDING 18 INTERIOR

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UNIVERSAL WASTES

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EMERGENCY EXIT SIGNS

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23 EA

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REMOVE & RECYCLE

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BUILDING 18 INTERIOR

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POLYCHLORINATED BIPHENYL'S

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FLUORESCENT LIGHT BALLASTS

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INSTALLED THROUGHOUT

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BUILDING 18 INTERIOR

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OZONE-DEPLETING SUBSTANCES

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HVAC UNITS

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4 EA

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ROOF TOP MOUNTED, REMOVE & RECYCLE

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BUILDING 18 INTERIOR

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OZONE-DEPLETING SUBSTANCES

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PORTABLE CONDITIONERS

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2 EA

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REMOVE & RECYCLE

AutoCAD SHX Text THE NUMBER OF NEGATIVE AIR MACHINES IS BASED ON 75% CAPACITY OF A 2000 CFM MACHINE TO ACHIEVE FOUR AIR CHANGES PER HOUR. ABATEMENT CONTRACTOR WILL NEED TO PERFORM SELECT DEMOLITION BASED ON ARCHITECTURAL DEMOLITION PLANS TO OPEN UP AREAS AS ONE PRESSURE DIFFERENTIAL SYSTEM FOR EACH MAJOR DECONTAMINATION AREA. LEAD-BASED PAINT NOTES 1. DEMOLITION AND RENOVATION OF INTERIOR FINISHES WILL IMPACT PAINTED SURFACES WITH LEAD CONTENT. PERFORM DEMOLITION AND RENOVATION DEMOLITION AND RENOVATION OF INTERIOR FINISHES WILL IMPACT PAINTED SURFACES WITH LEAD CONTENT. PERFORM DEMOLITION AND RENOVATION WORK IN ACCORDANCE WITH APPLICABLE REGULATIONS, SPECIFICATIONS, AND APPROVED WORK PLAN. 2. PEELING PAINT IN THE BUILDING SHALL BE SCRAPED AND SURFACES PREPARED FOR REPAINTING, COORDINATE WITH GENERAL CONTRACTOR AND PEELING PAINT IN THE BUILDING SHALL BE SCRAPED AND SURFACES PREPARED FOR REPAINTING, COORDINATE WITH GENERAL CONTRACTOR AND PAINTING CONTRACTOR. 3. PERFORM PAINT REMOVAL USING NEGATIVE PRESSURE AND ENGINEERING CONTROLS AS SPECIFIED IN SECTION 02 83 33.13. PERFORM PAINT REMOVAL USING NEGATIVE PRESSURE AND ENGINEERING CONTROLS AS SPECIFIED IN SECTION 02 83 33.13. FLUORESCENT LIGHT FIXTURE NOTES 1. REMOVE FLUORESCENT LIGHT FIXTURES AND DISPOSE OF ALL NON ELECTRONIC BALLASTS AS PCB BALLASTS. HANDLING AND DISPOSAL OF LIGHT REMOVE FLUORESCENT LIGHT FIXTURES AND DISPOSE OF ALL NON ELECTRONIC BALLASTS AS PCB BALLASTS. HANDLING AND DISPOSAL OF LIGHT TUBES AND BALLASTS SHALL BE PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH ALL REGULATIONS. 2. THE CONTRACTOR SHALL RECYCLE FLUORESCENT TUBES AND ANY ELECTRONIC LIGHT BALLASTS. THE CONTRACTOR SHALL RECYCLE FLUORESCENT TUBES AND ANY ELECTRONIC LIGHT BALLASTS. 3. DISPOSAL OF PCB BALLASTS SHALL BE PERFORMED BY THE CONTRACTOR. THE CONTRACTOR SHALL REMOVE, PROPERLY PACKAGE, AND DELIVER DISPOSAL OF PCB BALLASTS SHALL BE PERFORMED BY THE CONTRACTOR. THE CONTRACTOR SHALL REMOVE, PROPERLY PACKAGE, AND DELIVER PCB BALLASTS TO A TSD FACILITY FOR DISPOSAL. ACRONYMS ACM = ASBESTOS-CONTAINING MATERIAL = ASBESTOS-CONTAINING MATERIAL ASBESTOS-CONTAINING MATERIAL VCT = VINYL CONTAINING TILE = VINYL CONTAINING TILE VINYL CONTAINING TILE EA = EACH = EACH EACH SF = SQUARE FEET = SQUARE FEET SQUARE FEET LF = LINEAL FEET= LINEAL FEETLINEAL FEET

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LENGTH

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WIDTH

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HEIGHT

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TOTAL CF

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CFM/MINUTE

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NAM

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TOTAL SF

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AutoCAD SHX Text 95,676

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AutoCAD SHX Text 4.2

AutoCAD SHX Text 6,834

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AutoCAD SHX Text 94,724

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AutoCAD SHX Text 4.2

AutoCAD SHX Text 6,766

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AutoCAD SHX Text 70,448

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AutoCAD SHX Text 3.1

AutoCAD SHX Text 5,032

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AutoCAD SHX Text 25,970

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AutoCAD SHX Text 1.1

AutoCAD SHX Text 1,855

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AutoCAD SHX Text Approved: Project Director

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AutoCAD SHX Text Date

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AutoCAD SHX Text Revisions:

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- FULLY SPRINKLERED

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BUILDING 18 RENOVATION

AutoCAD SHX Text 663-403

AutoCAD SHX Text 12-11-2017

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text B

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA AMERICAN LAKE DIVISION - TACOMA, WA

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DR CHECKS REVIEW FOR VA

AutoCAD SHX Text 4/22/15

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ISSUED FOR VA 100%%% DD2 REVIEW

AutoCAD SHX Text 8/11/15

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ISSUED FOR VA SUPPLEMENTARY ITEMS REVIEW

AutoCAD SHX Text 9/30/15

AutoCAD SHX Text NOT TO SCALE UNLESS PRINTED 30x42

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ISSUED FOR 95%%% COST ESTIMATE

AutoCAD SHX Text 1/11/16

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ISSUED FOR 95%%% CD1 REVIEW

AutoCAD SHX Text 1/29/16

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ISSUED FOR SUPPLEMENTAL CD1

AutoCAD SHX Text 3/8/16

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ISSUED FOR 100%%% CD2

AutoCAD SHX Text 6/24/16

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ISSUED FOR 100%%% CD-2 BCOES UPDATES

AutoCAD SHX Text 1/11/17

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USACE BCOES DR CHECKS RESPONSES

AutoCAD SHX Text 8/22/17

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ISSUED FOR 100%%% SUBMITTAL

AutoCAD SHX Text 12/11/17

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100%%% CD SUBMITTAL

3.1 4.3

1 32

731 COMMERCE STREET,

SUITE 2

TACOMA, WA 98402-4502

PH (253) 292-0357

FX (253) 292-0358

www.enginuitysys.com http://www.medtoxnw@msn.com

ED-TOX

SAFE ENVIROMENT OF AMERICA, INC dba

NORTHWEST

OCCUPATIONAL ENVIROMENTAL HEALTH SERVICES

(253) 351-0677 (253) 351-0688 (FAX)

1701 WEST VALLEY HIGHWAY N. SUITE #1

AUBURN, WASHINGTON 98001

731 COMMERCE STREET,

SUITE 2

TACOMA, WA 98402-4502

PH (253) 292-0357

FX (253) 292-0358

www.enginuitysys.com

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BUILDING MATCHLINE

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BUILDING MATCHLINE

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FAX/ PRINTER

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EMERGENCY MANAGEMENT STORAGE 117

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CORRIDOR

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CORRIDOR

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COVERED WALKWAY

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COVERED WALKWAY

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HBPC OFFICE 102

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SOCIAL WORK INTERNS/STAFF 101

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CLOTHING ROOM 105

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WASHER/ DRYER & STORAGE 105A

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EEO OFFICE 108

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SAFETY SPECIALIST OFFICE 110

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IH TECHNICIAN

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SAFETY TECHNICIAN 109

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SAFETY CHIEF 109A

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EMS CHIEF 111

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BREAK ROOM 113A

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TRAVELER'S CUBICLE

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FILES & CONFERENCE AREA 114C

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EMS OFFICE 114A

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EMERGENCY MANAGEMENT STORAGE 118

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EMERGENCY PREPAREDNESS MANAGER 119

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STORAGE (SAFETY) 120

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DSS MANAGER 114B

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HBPC OFFICE 103

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HBPC OFFICE 106

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DRESSING AREA

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REGIONAL EMERGENCY MANAGEMENT 114E

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SAFETY TECH CUBICLE

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REGIONAL EMERGENCY MANAGEMENT 114D

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WOMEN

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MEN

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WET LAB (MOLECULAR BIOLOGY) LAB

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TOILET 121D

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SWITCHGEAR 121C

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OFFICE 121B

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LAYOUT/ ILLUSTRATION RM MEDICAL MEDIA 121

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OFFICE/WORK RM BREAK LOUNGE

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ENTRY

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SAFETY & EMERGENCY PREPAREDNESS TECHNICIAN 115

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TOILET 124A

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HR. WTR.

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STG.

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C.W.T. PRODUCTION 124

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C.W.T. PAINT SHOP 125

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RESEARCH (C.W.T.) 122

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OFFICE 122A

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RESEARCH 130

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RESEARCH 131

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RESEARCH 127

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RESEARCH 128

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CLOS. 128A

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CLOS. 126B

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CORR.

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CORRIDOR

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CORR.

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MEN 129

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TOILET 132

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OFFICE 105

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OFFICE 104

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OFFICE 103

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OFFICE 102

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CORRIDOR 106 227

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OFFICE 107

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OFFICE 108

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TOILET 109

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OFFICE 110

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OFFICE 101

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MECH. 3C

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HAZARD MATERIAL 3D

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ENTRY 100

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OFFICE 3E

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LAB 3B

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TOILET 6A

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TOILET 7A

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WAITING 7

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OFFICE 7B

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OFFICE 7D

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OFFICE 7E

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OFFICE 7F

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OFFICE 7G

AutoCAD SHX Text

OFFICE 7C

AutoCAD SHX Text

LEGEND: - EXISTING WALLS, DOORS, WINDOWS TO REMAIN - DEMO WALLS, DOORS, WINDOWS

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 Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

- FULLY SPRINKLERED

AutoCAD SHX Text

BUILDING 18 RENOVATION

AutoCAD SHX Text 663-403

AutoCAD SHX Text 12-11-2017

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

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text

VA AMERICAN LAKE DIVISION - TACOMA, WA

AutoCAD SHX Text

DR CHECKS REVIEW FOR VA

AutoCAD SHX Text 4/22/15

AutoCAD SHX Text

ISSUED FOR VA 100%%% DD2 REVIEW

AutoCAD SHX Text 8/11/15

AutoCAD SHX Text

ISSUED FOR VA SUPPLEMENTARY ITEMS REVIEW

AutoCAD SHX Text 9/30/15

AutoCAD SHX Text NOT TO SCALE UNLESS PRINTED 30x42

AutoCAD SHX Text

ISSUED FOR 95%%% COST ESTIMATE

AutoCAD SHX Text 1/11/16

AutoCAD SHX Text

ISSUED FOR 95%%% CD1 REVIEW

AutoCAD SHX Text 1/29/16

AutoCAD SHX Text

ISSUED FOR SUPPLEMENTAL CD1

AutoCAD SHX Text 3/8/16

AutoCAD SHX Text

ISSUED FOR 100%%% CD2

AutoCAD SHX Text 6/24/16

AutoCAD SHX Text

ISSUED FOR 100%%% CD-2 BCOES UPDATES

AutoCAD SHX Text 1/11/17

AutoCAD SHX Text

USACE BCOES DR CHECKS RESPONSES

AutoCAD SHX Text 8/22/17

AutoCAD SHX Text

ISSUED FOR 100%%% SUBMITTAL

AutoCAD SHX Text 12/11/17

AutoCAD SHX Text

100%%% CD SUBMITTAL

AutoCAD SHX Text

BUILDING 18

AutoCAD SHX Text

ABATEMENT PLAN

AutoCAD SHX Text

HA002

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 16'

AutoCAD SHX Text 12'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 0'

AutoCAD SHX Text

TRUE NORTH PLAN NORTH

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

ABATEMENT PLAN

AutoCAD SHX Text LEGEND ACM 9"x9" VAT WITH ACM BLACK MASTIC ON CONCRETE NON-ACM 12"x12" VCT WITH NON-ACM MASTIC ON NON-ACM LEVELING COMPOUND ON ACM RESIDUAL BLACK MASTIC NON-ACM 12"x12" VCT WITH ACM BLACK MASTIC NON-ACM RAISED FLOORING OVER RESIDUAL ACM BLACK MASTIC NON-ACM CARPET WITH NON-ACM MASTIC ON NON-ACM VCT ON ACM BLACK MASTIC

AutoCAD SHX Text SHEET NOTES: 1. REFER TO HA-03 FOR MAJOR DECONTAMINATION AREA DETAILS. REFER TO HA-03 FOR MAJOR DECONTAMINATION AREA DETAILS.

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 Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

- FULLY SPRINKLERED

AutoCAD SHX Text

BUILDING 18 RENOVATION

AutoCAD SHX Text 663-403

AutoCAD SHX Text 12-11-2017

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

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text

VA AMERICAN LAKE DIVISION - TACOMA, WA

AutoCAD SHX Text

DR CHECKS REVIEW FOR VA

AutoCAD SHX Text 4/22/15

AutoCAD SHX Text

ISSUED FOR VA 100%%% DD2 REVIEW

AutoCAD SHX Text 8/11/15

AutoCAD SHX Text

ISSUED FOR VA SUPPLEMENTARY ITEMS REVIEW

AutoCAD SHX Text 9/30/15

AutoCAD SHX Text NOT TO SCALE UNLESS PRINTED 30x42

AutoCAD SHX Text

ISSUED FOR 95%%% COST ESTIMATE

AutoCAD SHX Text 1/11/16

AutoCAD SHX Text

ISSUED FOR 95%%% CD1 REVIEW

AutoCAD SHX Text 1/29/16

AutoCAD SHX Text

ISSUED FOR SUPPLEMENTAL CD1

AutoCAD SHX Text 3/8/16

AutoCAD SHX Text

ISSUED FOR 100%%% CD2

AutoCAD SHX Text 6/24/16

AutoCAD SHX Text

ISSUED FOR 100%%% CD-2 BCOES UPDATES

AutoCAD SHX Text 1/11/17

AutoCAD SHX Text

USACE BCOES DR CHECKS RESPONSES

AutoCAD SHX Text 8/22/17

AutoCAD SHX Text

ISSUED FOR 100%%% SUBMITTAL

AutoCAD SHX Text 12/11/17

3.1 4.3

1 32

731 COMMERCE STREET,

SUITE 2

TACOMA, WA 98402-4502

PH (253) 292-0357

FX (253) 292-0358

www.enginuitysys.com http://www.medtoxnw@msn.com

ED-TOX

SAFE ENVIROMENT OF AMERICA, INC dba

NORTHWEST

OCCUPATIONAL ENVIROMENTAL HEALTH SERVICES

(253) 351-0677 (253) 351-0688 (FAX)

1701 WEST VALLEY HIGHWAY N. SUITE #1

AUBURN, WASHINGTON 98001

NAM

PDF

W/EDF

P D

W /E

D F

W/EDF

NAM

/E D

W /E

D F

NAM

PDF

P D

NAM

731 COMMERCE STREET,

SUITE 2

TACOMA, WA 98402-4502

PH (253) 292-0357

FX (253) 292-0358

www.enginuitysys.com

AutoCAD SHX Text

BUILDING MATCHLINE

AutoCAD SHX Text

BUILDING MATCHLINE

AutoCAD SHX Text

FAX/ PRINTER

AutoCAD SHX Text

EMERGENCY MANAGEMENT STORAGE 117

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

COVERED WALKWAY

AutoCAD SHX Text

COVERED WALKWAY

AutoCAD SHX Text

HBPC OFFICE 102

AutoCAD SHX Text

SOCIAL WORK INTERNS/STAFF 101

AutoCAD SHX Text

CLOTHING ROOM 105

AutoCAD SHX Text

WASHER/ DRYER & STORAGE 105A

AutoCAD SHX Text

EEO OFFICE 108

AutoCAD SHX Text

SAFETY SPECIALIST OFFICE 110

AutoCAD SHX Text

IH TECHNICIAN

AutoCAD SHX Text

SAFETY TECHNICIAN 109

AutoCAD SHX Text

SAFETY CHIEF 109A

AutoCAD SHX Text

EMS CHIEF 111

AutoCAD SHX Text

BREAK ROOM 113A

AutoCAD SHX Text

TRAVELER'S CUBICLE

AutoCAD SHX Text

FILES & CONFERENCE AREA 114C

AutoCAD SHX Text

EMS OFFICE 114A

AutoCAD SHX Text

EMERGENCY MANAGEMENT STORAGE 118

AutoCAD SHX Text

EMERGENCY PREPAREDNESS MANAGER 119

AutoCAD SHX Text

STORAGE (SAFETY) 120

AutoCAD SHX Text

DSS MANAGER 114B

AutoCAD SHX Text

HBPC OFFICE 103

AutoCAD SHX Text

HBPC OFFICE 106

AutoCAD SHX Text

DRESSING AREA

AutoCAD SHX Text

REGIONAL EMERGENCY MANAGEMENT 114E

AutoCAD SHX Text

SAFETY TECH CUBICLE

AutoCAD SHX Text

REGIONAL EMERGENCY MANAGEMENT 114D

AutoCAD SHX Text

WOMEN

AutoCAD SHX Text

MEN

AutoCAD SHX Text

WET LAB (MOLECULAR BIOLOGY) LAB

AutoCAD SHX Text

TOILET 121D

AutoCAD SHX Text

SWITCHGEAR 121C

AutoCAD SHX Text

OFFICE 121B

AutoCAD SHX Text

LAYOUT/ ILLUSTRATION RM MEDICAL MEDIA 121

AutoCAD SHX Text

OFFICE/WORK RM BREAK LOUNGE

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

SAFETY & EMERGENCY PREPAREDNESS TECHNICIAN 115

AutoCAD SHX Text

TOILET 124A

AutoCAD SHX Text

HR. WTR.

AutoCAD SHX Text

STG.

AutoCAD SHX Text

C.W.T. PRODUCTION 124

AutoCAD SHX Text

C.W.T. PAINT SHOP 125

AutoCAD SHX Text V.R.T. 123

AutoCAD SHX Text

RESEARCH (C.W.T.) 122

AutoCAD SHX Text

OFFICE 122A

AutoCAD SHX Text

RESEARCH 130

AutoCAD SHX Text

RESEARCH 131

AutoCAD SHX Text

RESEARCH 127

AutoCAD SHX Text

RESEARCH 128

AutoCAD SHX Text

CLOS. 128A

AutoCAD SHX Text

CLOS. 126B

AutoCAD SHX Text

CORR.

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

CORR.

AutoCAD SHX Text

MEN 129

AutoCAD SHX Text

TOILET 132

AutoCAD SHX Text

OFFICE 105

AutoCAD SHX Text

OFFICE 104

AutoCAD SHX Text

OFFICE 103

AutoCAD SHX Text

OFFICE 102

AutoCAD SHX Text

CORRIDOR 106 227

AutoCAD SHX Text

OFFICE 107

AutoCAD SHX Text

OFFICE 108

AutoCAD SHX Text

TOILET 109

AutoCAD SHX Text

OFFICE 110

AutoCAD SHX Text

OFFICE 101

AutoCAD SHX Text

MECH. 3C

AutoCAD SHX Text

HAZARD MATERIAL 3D

AutoCAD SHX Text

ENTRY 100

AutoCAD SHX Text

OFFICE 3E

AutoCAD SHX Text

LAB 3B

AutoCAD SHX Text R.M.S. 4

AutoCAD SHX Text

TOILET 6A

AutoCAD SHX Text

TOILET 7A

AutoCAD SHX Text

WAITING 7

AutoCAD SHX Text

OFFICE 7B

AutoCAD SHX Text

OFFICE 7D

AutoCAD SHX Text

OFFICE 7E

AutoCAD SHX Text

OFFICE 7F

AutoCAD SHX Text

OFFICE 7G

AutoCAD SHX Text

OFFICE 7C

AutoCAD SHX Text

LEGEND: - EXISTING WALLS, DOORS, WINDOWS TO REMAIN - DEMO WALLS, DOORS, WINDOWS

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 Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

- FULLY SPRINKLERED

AutoCAD SHX Text

BUILDING 18 RENOVATION

AutoCAD SHX Text 663-403

AutoCAD SHX Text 12-11-2017

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

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text

VA AMERICAN LAKE DIVISION - TACOMA, WA

AutoCAD SHX Text

DR CHECKS REVIEW FOR VA

AutoCAD SHX Text 4/22/15

AutoCAD SHX Text

ISSUED FOR VA 100%%% DD2 REVIEW

AutoCAD SHX Text 8/11/15

AutoCAD SHX Text

ISSUED FOR VA SUPPLEMENTARY ITEMS REVIEW

AutoCAD SHX Text 9/30/15

AutoCAD SHX Text NOT TO SCALE UNLESS PRINTED 30x42

AutoCAD SHX Text

ISSUED FOR 95%%% COST ESTIMATE

AutoCAD SHX Text 1/11/16

AutoCAD SHX Text

ISSUED FOR 95%%% CD1 REVIEW

AutoCAD SHX Text 1/29/16

AutoCAD SHX Text

ISSUED FOR SUPPLEMENTAL CD1

AutoCAD SHX Text 3/8/16

AutoCAD SHX Text

ISSUED FOR 100%%% CD2

AutoCAD SHX Text 6/24/16

AutoCAD SHX Text

ISSUED FOR 100%%% CD-2 BCOES UPDATES

AutoCAD SHX Text 1/11/17

AutoCAD SHX Text

USACE BCOES DR CHECKS RESPONSES

AutoCAD SHX Text 8/22/17

AutoCAD SHX Text

ISSUED FOR 100%%% SUBMITTAL

AutoCAD SHX Text 12/11/17

AutoCAD SHX Text

100%%% CD SUBMITTAL

AutoCAD SHX Text

BUILDING 18

AutoCAD SHX Text

ABATEMENT PLAN

AutoCAD SHX Text

HA003

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 16'

AutoCAD SHX Text 12'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 0'

AutoCAD SHX Text

TRUE NORTH PLAN NORTH

AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

ABATEMENT PLAN

AutoCAD SHX Text LEGEND AREAS OF ASBESTOS MDF AND PIPE INSULATION AREAS OF PEELING PAINT ACM CHEMSTONE COUNTERTOP MAJOR DECONTAMINATION AREA NEGATIVE AIR MACHINE DECONTAMINATION SYSTEM WASTE LOAD OUT SYSTEM

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 Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

- FULLY SPRINKLERED

AutoCAD SHX Text

BUILDING 18 RENOVATION

AutoCAD SHX Text 663-403

AutoCAD SHX Text 12-11-2017

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

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text

VA AMERICAN LAKE DIVISION - TACOMA, WA

AutoCAD SHX Text

DR CHECKS REVIEW FOR VA

AutoCAD SHX Text 4/22/15

AutoCAD SHX Text

ISSUED FOR VA 100%%% DD2 REVIEW

AutoCAD SHX Text 8/11/15

AutoCAD SHX Text

ISSUED FOR VA SUPPLEMENTARY ITEMS REVIEW

AutoCAD SHX Text 9/30/15

AutoCAD SHX Text NOT TO SCALE UNLESS PRINTED 30x42

AutoCAD SHX Text

ISSUED FOR 95%%% COST ESTIMATE

AutoCAD SHX Text 1/11/16

AutoCAD SHX Text

ISSUED FOR 95%%% CD1 REVIEW

AutoCAD SHX Text 1/29/16

AutoCAD SHX Text

ISSUED FOR SUPPLEMENTAL CD1

AutoCAD SHX Text 3/8/16

AutoCAD SHX Text

ISSUED FOR 100%%% CD2

AutoCAD SHX Text 6/24/16

AutoCAD SHX Text

ISSUED FOR 100%%% CD-2 BCOES UPDATES

AutoCAD SHX Text 1/11/17

AutoCAD SHX Text

USACE BCOES DR CHECKS RESPONSES

AutoCAD SHX Text 8/22/17

AutoCAD SHX Text

ISSUED FOR 100%%% SUBMITTAL

AutoCAD SHX Text 12/11/17

CU500

BUILDING 18

PROPOSED

STAGING AREA /

STOCKPILE AREA

DEMOLISH AND REPLACE

STEP WITH RAMP

4.9% SLOPE MAX.

11LF 6" DIP

@ 0.5%

FG: 255.7±

MATCH

EXISTING

FG: 255.1±

MATCH

EXISTING

6.25'

FG: 255.1±

MATCH

EXISTING

FG: 255.37

FG: 255.4±

FG: 255.0±

MATCH

EXISTING

STCB 002

TYPE 40

NO BOTTOM

RIM=255.4±

6" DIP NW

IE=252.9±

REMOVE ROCK FROM BASIN, CLEAN BASIN AND

REPLACE WITH CLEAN ROCK MEETING WSDOT

9-03.12(5).

STCB 004

TYPE 40

NO BOTTOM

RIM=255.4±

6" DIP SE

IE=252.9±

CONNECT TO

EXISTING

DOWNSPOUT.

CONNECT TO

EXISTING

DOWNSPOUT.

11LF 6" DIP

@ 0.5%

BLDG

13LF 6" PVC @ 2.10%

SSCO

RIM: 255.07

IE: 245.89

6" PVC SE IE:245.62

PRIOR TO CONSTRUCTION CONTRACTOR

SHALL POTHOLE AND VERIFY

COMMUNICATION & ELECTRICAL LINE

LOCATIONS AND DEPTHS.

DEMOLISH SIDEWALK

TO NEAREST JOINT.

NEW CONCRETE

SIDEWALK.

CU500

1. AN AUTOCAD FILE IS AVAILABLE FOR HORIZONTAL SITE LAYOUT.

2. CONTRACTOR SHALL FIELD VERIFY CONDITIONS AND IMMEDIATELY

CONTACT ENGINEER IF THE PROPOSED IMPROVEMENTS CANNOT BE

PROVIDED.

3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS.

4. EROSION CONTROL MEASURES SHALL BE PROVIDED IMMEDIATELY AT

THE COMMENCEMENT OF CONSTRUCTION. HYDROSEED SHALL BE

APPLIED TO ALL DISTURBED AREAS PER HYDROSEED NOTES.

5. PROTECT EXISTING UTILITIES, SURFACES AND SIGNAGE TO REMAIN.

6. VERIFY EXISTING UTILITIES SERVICING SITE.

7. INFORMATION PRESENTED IN THIS DRAWING REPRESENTS THE BEST

AVAILABLE INFORMATION AT THE TIME OF DESIGN. THIS DRAWING MAY

NOT INCLUDE ALL EXISTING UTILITIES, AND THE UTILITY LOCATIONS

SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL SATISFY

THEMSELVES THAT ALL UTILITIES HAVE BEEN IDENTIFIED AND

LOCATED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY

THE CONTRACTOR QUALITY CONTROL OFFICER IF ANY INFORMATION

PROVIDED, EXISTING OR PROPOSED, IS BELIEVED TO BE IN ERROR.

THE CONTRACTOR SHALL HIRE AN INDEPENDENT UTILITY LOCATE

SERVICE.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL

DEMOLISHED AND CLEARED MATERIALS.

9. CONTRACTOR SHALL PROVIDE MINIMUM 2 WEEK ADVANCE NOTICE OF

ANY ROAD CLOSURE. COORDINATE CLOSURE WITH VETERANS

AFFAIRS POLICE AND UNION REPRESENTATIVE.

10. CONTRACTOR SHALL PROVIDE ADEQUATE MEASURES TO STABILIZE

ROADS, PARKING AREAS AND OTHER ON-SITE VEHICLE

TRANSPORTATION ROUTES TO PREVENT EROSION CAUSED BY

TRAFFIC OR RUNOFF.

11. CONTRACTOR TO PROVIDE ADEQUATE MEASURES TO PREVENT THE

TRANSPORT OF SEDIMENT ONTO PAVED ROADS FROM MOTOR

VEHICLES LEAVING THE PROJECT SITE. DEPOSITED SEDIMENT SHALL

BE CLEANED DAILY BY SHOVELING OR SWEEPING. WATER CLEANING

SHALL ONLY BE DONE AFTER THE AREA HAS BEEN SHOVELED OUT

AND SWEPT.

12. PROVIDE INLET SEDIMENT PROTECTION AT 1ST DOWNSTREAM CATCH

BASINS.

13. HYDROSEED DISTURBED GRASS AREAS PER HYDROSEED NOTES.

14. CONTRACTOR SHALL SUPPLY A MINIMUM OF 6" APPROVED TOPSOIL TO

ALL LANDSCAPED AREAS.

1. SEEDING SHALL BE USED THROUGHOUT THE PROJECT ON DISTURBED AREAS

THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN UNWORKED FOR

MORE THAN 30 DAYS.

2. MULCH IS REQUIRED AT ALL TIMES TO PROTECT SEEDS FROM HEAT,

MOISTURE LOSS, AND TRANSPORT DUE TO RUNOFF.

3. CHANNELS THAT WILL BE VEGETATED SHALL BE INSTALLED BEFORE MAJOR

EARTHWORK AND HYDROSEEDED WITH A BONDED FIBER MIX (I.E., 75

PERCENT COVER) BEFORE WATER IS ALLOWED TO FLOW IN THE DITCH. WITH

CHANNELS THAT WILL HAVE HIGH FLOWS, EROSION CONTROL BLANKETS

SHALL BE INSTALLED OVER THE HYDROSEED. IF VEGETATION CANNOT BE

ESTABLISHED FROM SEED BEFORE WATER IS ALLOWED IN THE DITCH, SOD

SHALL BE INSTALLED IN THE BOTTOM OF THE DITCH OVER HYDROMULCH AND

BLANKETS.

4. ALL DISTURBED AREAS SHALL BE REVIEWED IN LATE AUGUST TO EARLY

SEPTEMBER AND ALL SEEDING SHALL BE COMPLETED BY THE END OF

SEPTEMBER.

5. AT FINAL SITE STABILIZATION, ALL DISTURBED AREAS, NOT OTHERWISE

VEGETATED OR STABILIZED, SHALL BE SEEDED AND MULCHED. FINAL

STABILIZATION MEANS THE COMPLETION OF ALL SOIL DISTURBING ACTIVITIES

AT THE SITE AND THE ESTABLISHMENT OF A PERMANENT VEGETATIVE

COVER, OR EQUIVALENT PERMANENT STABILIZATION MEASURES (SUCH AS

PAVEMENT, RIPRAP, GABIONS, OR GEOTEXTILES) WHICH WILL PREVENT

EROSION.

6. THE OPTIMUM SEEDING WINDOWS FOR WESTERN WASHINGTON ARE APRIL 1

THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 1. SEEDING THAT

OCCURS BETWEEN JULY 1 AND AUGUST 30 WILL REQUIRE IRRIGATION UNTIL

75 PERCENT GRASS COVER IS ESTABLISHED. SEEDING THAT OCCURS

BETWEEN OCTOBER 1 AND MARCH 30 WILL REQUIRE A MULCH OR PLASTIC

COVER UNTIL 75 PERCENT GRASS COVER IS ESTABLISHED.

7. TO PREVENT SEED FROM BEING WASHED AWAY, CONFIRM THAT ALL

REQUIRED SURFACE WATER CONTROL MEASURES HAVE BEEN INSTALLED.

8. THE SEEDBED SHALL BE FIRM AND ROUGH. ALL SOIL SHALL BE ROUGHENED,

NO MATTER THE SLOPE. IF COMPACTION IS REQUIRED FOR ENGINEERING

PURPOSES, SLOPES MUST BE TRACK WALKED BEFORE SEEDING.

BACKBLADING OR SMOOTHING OF SLOPES GREATER THAN 4:1 IS NOT

ALLOWED IF THEY ARE TO BE SEEDED.

9. 10-4-6 N-P-K (NITROGEN-PHOSPHOROUS-POTASSIUM) FERTILIZER CAN BE

USED AT A RATE OF 90 POUNDS/ACRE. SLOW RELEASE FERTILIZERS SHALL

BE USED. FERTILIZER SHALL NOT BE ADDED TO THE HYDROMULCH MACHINE

AND AGITATED MORE THAN 20 MINUTES BEFORE IT IS USED.

10. HYDROSEED APPLICATIONS SHALL INCLUDE A MINIMUM OF 1,500

POUNDS/ACRE OF MULCH WITH 3 PERCENT TACKIFIER. MULCH MAY CONSIST

OF 100 PERCENT: COTTONSEED MEAL; FIBERS MADE OF WOOD; RECYCLED

CELLULOSE; HEMP AND KENAF; COMPOST; OR BLENDS OF THESE. TACKIFIER

SHALL BE PLANT-BASED, SUCH AS GUAR OR ALPHA PLANTAGO, OR CHEMICAL

BASED, SUCH AS POLYACRYLAMIDE OR POLYMERS. ANY MULCH OR

TACKIFIER USED SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.

SEED AND FERTILIZER SHALL BE ADDED AT TIME OF APPLICATION.

11. MULCH IS ALWAYS REQUIRED FOR SEEDING. MULCH CAN BE APPLIED ON

TOP OF THE SEED OR SIMULTANEOUSLY BY HYDROSEEDING. SEE MULCHING

NOTES.

12. SEED MIXES SHALL BE APPLIED AT 120 POUNDS/ACRE.

13. TEMPORARY EROSION CONTROL SEED MIX SHALL ADHERE TO THE

FOLLOWING MIXTURE:

CHEWINGS OR ANNUAL BLUE GRASS

PERENNIAL RYE

RED TOP OR COLONIAL BENT GRASS

WHITE DUTCH CLOVER

14. LANDSCAPING SEED MIX SHALL ADHERE TO THE FOLLOWING MIXTURE:

PERENNIAL RYE BLEND

CHEWING AND RED FESCUE BLEND

15. ANY SEEDED AREAS THAT FAIL TO ACHIEVE AT LEAST 80 PERCENT COVER

(100 PERCENT COVER FOR AREAS THAT RECEIVE SHEET OR CONCENTRATED

FLOWS) SHALL BE RESEEDED. IF RESEEDING IS INEFFECTIVE, AN ALTERNATE

METHOD, SUCH AS SODDING, MULCHING, OR NETS/BLANKETS SHALL BE

USED.

16. AFTER ADEQUATE COVER IS ACHIEVED, ANY AREAS THAT EXPERIENCE

EROSION SHALL BE RESEEDED AND PROTECTED BY MULCH. IF THE EROSION

PROBLEM IS DRAINAGE RELATED, THE PROBLEM SHALL BE FIXED AND THE

ERODED AREA RESEEDED AND PROTECTED BY MULCH.

17. SEEDED AREAS SHALL BE SUPPLIED WITH ADEQUATE MOISTURE, BUT NOT

WATERED TO THE EXTENT THAT IT CAUSES RUNOFF.

EXISTING CONTOUR

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING COMMUNICATION LINE

EXISTING SANITARY LINE

EXISTING TELEPHONE LINE

EXISTING STORM DRAIN LINE

EXISTING POWER LINE

EXISTING STEAM LINE

EXISTING CATCH BASIN

PROPOSED SANITARY SEWER LINE

PROPOSED SANITARY SEWER CLEANOUT

PROPOSED DRAINAGE LINE

PROPOSED CATCH BASIN

SAWCUT LINE

CONSTRUCTION LIMITS

ASPHALT PAVEMENT

CU500

CONCRETE SIDEWALK

INLET SEDIMENT PROTECTION

90%

% GERMINATION

90%

85%

90%

% WEIGHT

40%

50%

% PURITY

98%

92%

98%

% GERMINATION

90%

% WEIGHT

70%

30%

% PURITY

98%

CU500

CONTACT VA PROJECT ENGINEER PRIOR TO

BEGINNING UNDERGROUND EARTHWORK

M A

T C

L I N

H E

731 COMMERCE STREET,

SUITE 2

TACOMA, WA 98402-4502

PH (253) 292-0357

FX (253) 292-0358

www.enginuitysys.com

PORTABLE

FF=258.60±

FG: 255.29

MATCH

EXISTING

FG: 256.12

MATCH

EXISTING

FG: 255.88

MATCH

EXISTING

CONNECT TO BUILDING

GAS LINE. SEE

MECHANICAL PLANS.

DEMOLISH EXISTING VEGETATION AND

REPLACE-IN-KIND (TYP.)

GRIND EXISTING PAVEMENT BENEATH

RAMP AND REMOVE "NO PARKING".

OVERLAY WITH ASPHALT PAVEMENT TO

MATCH PROPOSED GRADES.

REPAINT "NO PARKING"

MEETING WSDOT 9-08.1(2)L

MINIMUM TWO COATS. SURFACE

SHALL BE CLEAN AND DRY PRIOR

TO APPLICATION.

NO PARKING

11LF 6" DIP @ 0.5%

PROPOSED ROLL-UP

DOOR LOCATIONS. SEE

ARCHITECTURAL PLANS.

11LF 6" DIP @ 0.5% MIN.

11LF 6" DIP @

0.5% MIN.

11LF 6" DIP @

0.5% MIN.

11LF 6" DIP @

0.5% MIN.

BOLLARD

(TYP.)

CU500

FG: 255.14

MATCH

EXISTING

FG: 255.39

MATCH

EXISTING

FG: 255.15

MATCH

EXISTING

FG: 255.36

MATCH

EXISTING

FG: 255.83±

CONNECT TO EXISTING

STORM DRAINAGE LINE IE=252.50

CONNECT TO EXISTING

STORM DRAINAGE LINE IE=252.80

CONNECT TO EXISTING

STORM DRAINAGE LINE IE=253.05

CONNECT TO EXISTING

STORM DRAINAGE LINE IE=253.85

STCB 001

TYPE 40

NO BOTTOM

RIM=255.2±

6" DIP NW

IE=252.7±

DOOR

BUTTON

STOP

STCB 003

TYPE 40

NO BOTTOM

RIM=255.2±

6" DIP SE

IE=252.7±

CONNECT TO

EXISTING

DOWNSPOUT.

CONNECT TO EXISTING

DOWNSPOUT.

CONNECT TO

EXISTING

DOWNSPOUT.

CONNECT TO

EXISTING

DOWNSPOUT.CONNECT TO

EXISTING

DOWNSPOUT.

CONNECT TO

EXISTING

DOWNSPOUT.

11LF 6" DIP

@ 0.5%

FG: 255.06

MATCH

EXISTING

PRIOR TO

CONSTRUCTION

CONTRACTOR SHALL

POTHOLE AND VERIFY

SANITARY SEWER LINE

LOCATION AND DEPTH

PRIOR TO CONSTRUCTION CONTRACTOR SHALL

POTHOLE AND VERIFY UNDERGROUND

COMMUNICATION LINE LOCATION AND DEPTH

BLDG 149

GAS METER BY PSE. SEE

MECHANICAL PLANS FOR

REGULATOR.

PROPOSED GAS TRENCH 282 LF

NEW GAS LINE BY PSE.

TRENCHING, BEDDING,

BACKFILL AND RESTORATION

BY CONTRACTOR. WORK SHALL

BE INCLUDED IN THE BASE BID, TYP.

PROTECT

EXISTING

TREES (TYP.)

PROTECT

EXISTING

TREES

(TYP.)

CU500

PROVIDE 6"

CONCRETE PAD.

COORDINATE

PAD LOCATION &

SIZE WITH PSE.

PRIOR TO CONSTRUCTION

CONTRACTOR SHALL POTHOLE

AND VERIFY EXACT LOCATION

OF UNDERGROUNDVAULT

CU500

VAULT

ACCESS

BUILDING 18

PAINT SLOPED

AREA RED

FG: 255.68

CONCRETE PAD. SEE

STRUCTURAL PLANS

SHEET SS101.

ELEVATION 6" ABOVE

FINISHED ELEV = 255.50'.

FG: 255.16

FG: 254.95

FG: 254.87

FG: 254.94

1. AN AUTOCAD FILE IS AVAILABLE FOR HORIZONTAL SITE LAYOUT.

2. CONTRACTOR SHALL FIELD VERIFY CONDITIONS AND IMMEDIATELY CONTACT

ENGINEER IF THE PROPOSED IMPROVEMENTS CANNOT BE PROVIDED.

3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

4. EROSION CONTROL MEASURES SHALL BE PROVIDED IMMEDIATELY AT THE

COMMENCEMENT OF CONSTRUCTION. HYDROSEED SHALL BE APPLIED TO ALL

DISTURBED AREAS PER HYDROSEED NOTES.

5. PROTECT EXISTING UTILITIES, SURFACES AND SIGNAGE TO REMAIN.

6. VERIFY EXISTING UTILITIES SERVICING SITE.

7. INFORMATION PRESENTED IN THIS DRAWING REPRESENTS THE BEST AVAILABLE

INFORMATION AT THE TIME OF DESIGN. THIS DRAWING MAY NOT INCLUDE ALL

EXISTING UTILITIES, AND THE UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY.

CONTRACTOR SHALL SATISFY THEMSELVES THAT ALL UTILITIES HAVE BEEN

IDENTIFIED AND LOCATED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY

THE CONTRACTOR QUALITY CONTROL OFFICER IF ANY INFORMATION PROVIDED,

EXISTING OR PROPOSED, IS BELIEVED TO BE IN ERROR. THE CONTRACTOR SHALL

HIRE AN INDEPENDENT UTILITY LOCATE SERVICE.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL DEMOLISHED AND

CLEARED MATERIALS.

9. CONTRACTOR SHALL PROVIDE MINIMUM 2 WEEK ADVANCE NOTICE OF ANY ROAD

CLOSURE. COORDINATE CLOSURE WITH VETERANS AFFAIRS POLICE AND UNION

REPRESENTATIVE.

10. CONTRACTOR SHALL PROVIDE ADEQUATE MEASURES TO STABILIZE ROADS, PARKING

AREAS AND OTHER ON-SITE VEHICLE TRANSPORTATION ROUTES TO PREVENT

EROSION CAUSED BY TRAFFIC OR RUNOFF.

11. CONTRACTOR TO PROVIDE ADEQUATE MEASURES TO PREVENT THE TRANSPORT OF

SEDIMENT ONTO PAVED ROADS FROM MOTOR VEHICLES LEAVING THE PROJECT SITE.

DEPOSITED SEDIMENT SHALL BE CLEANED DAILY BY SHOVELING OR SWEEPING.

WATER CLEANING SHALL ONLY BE DONE AFTER THE AREA HAS BEEN SHOVELED OUT

AND SWEPT.

12. PROVIDE INLET SEDIMENT PROTECTION AT 1ST DOWNSTREAM CATCH BASINS.

13. HYDROSEED DISTURBED GRASS AREAS PER HYDROSEED NOTES.

14. CONTRACTOR SHALL SUPPLY A MINIMUM OF 6" APPROVED TOPSOIL TO ALL

LANDSCAPED AREAS.

15. CONTRACTOR SHALL FILL TYPE 40 CATCH BASINS WITH 2' GRAVEL BACKFILL FOR

DRYWELLS MEETING WSDOT 9-03.12(5).

16. SEE SHEET CU-101 FOR HYDROSEED NOTES.

CONTACT VA PROJECT ENGINEER PRIOR TO

BEGINNING UNDERGROUND EARTHWORK

M A

T C

L I N

H E

EXISTING CONTOUR

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING COMMUNICATION LINE

EXISTING SANITARY LINE

EXISTING TELEPHONE LINE

EXISTING STORM DRAIN LINE

EXISTING POWER LINE

EXISTING STEAM LINE

EXISTING CATCH BASIN

PROPOSED DRAINAGE LINE

PROPOSED CATCH BASIN

SAWCUT LINE

CONSTRUCTION LIMITS

ASPHALT PAVEMENT

CU500

CONCRETE SIDEWALK

INLET SEDIMENT PROTECTION

CU500

MATCH LINE - SEE SHEET CU103

KEYNOTES

TRAILER SHALL BE LEFT IN PLACE UNTIL BUILDING 18 RENOVATIONS

ARE COMPLETE. TO BE UTILIZED AS OFFICE SPACE FOR

CONTRACTOR, CORPS OF ENGINEERS AND VA PERSONNEL.

CONTRACTOR TO PROVIDE BARRIER SEPARATION IN HALLWAY

BETWEEN CONTRACTOR AND GOVERNMENT OFFICES. CONTRACTOR

TO PROVIDE PERMANENT RESTROOM FACILITIES WITHIN THE

TRAILER TO INCLUDE POTABLE WATER FOR GOVERNMENT

PERSONNEL USE. TEMPORARY POWER AND WATER SHALL BE

PROVIDED TO THE TRAILER THROUGHOUT THE CONSTRUCTION

PERIOD. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

AT COMPLETION OF BUILDING 18 RENOVATION, CONTRACTOR SHALL

REMOVE TRAILER, SAWCUT AND REMOVE ASPHALT PAD BENEATH

TRAILER, SUPPORT BLOCKS, MISCELLANEOUS DEBRIS AND STAIRS.

CONTRACTOR SHALL HYDROSEED PER NOTES ON SHEET CU101.

731 COMMERCE STREET,

SUITE 2

TACOMA, WA 98402-4502

PH (253) 292-0357

CU500

DEMOLISH AND REPLACE ASPHALT

CONCRETE PAVING (TYP.) AC

PAVEMENT PATCH

PRIOR TO CONSTRUCTION CONTRACTOR

SHALL POTHOLE AND VERIFY STORM

SEWER LINE LOCATION AND DEPTH

PRIOR TO CONSTRUCTION CONTRACTOR

SHALL POTHOLE AND VERIFY WATER

LINE LOCATION AND DEPTH.

TYPICAL UTILITY CROSSING

PROTECT

EXISTING

DRIVE. (TYP.)

PROVIDE 4" WIDE

WHITE PAINT

STRIPE.

DEMOLISH SIDEWALK TO NEAREST

JOINT. NEW CONCRETE SIDEWALK.

DEMOLISH AND

REPLACE CURB

& GUTTER.

DEMOLISH AND REPLACE

CURB & GUTTER.

PROTECT

EXISTING

DRIVE. (TYP.)

CU500

PRIOR TO CONSTRUCTION CONTRACTOR

SHALL POTHOLE AND VERIFY

UNDERGROUND ELECTRICAL LINE

LOCATION AND DEPTH

BUILDING 143

BUILDING 199

REPLACE ROCK.

MATCH EXISTING.

PROTECT

EXISTING

TREES (TYP.)

PROTECT

EXISTING

UTILITIES (TYP.)

PROTECT

EXISTING

UTILITIES (TYP.)

CONNECT TO EXISTING

GAS LINE BY PSE.

DEMOLISH EXISTING VEGETATION AND

REPLACE-IN-KIND (TYP.)

PROPOSED GAS TRENCH 282 LF

NEW GAS LINE BY PSE.

TRENCHING, BEDDING,

BACKFILL AND RESTORATION

BY CONTRACTOR. WORK SHALL

BE INCLUDED IN THE BASE BID, TYP.

PROTECT

EXISTING

TREES (TYP.)

PROTECT

EXISTING

TREES (TYP.)

CU500

CU…

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