663A4-22-202 Drawings.pdf

DRAWING INDEX

PAGE NUMBER SHEET NUMBER SHEET NAME

GENERAL

1 OF 24 G-001 COVER PAGE

CIVIL

2 OF 24 C-001 CIVIL GENERAL NOTES, LEGEND, AND ABBREVIATIONS

3 OF 24 CU101 SITE LAYOUT AND UTILITY PLAN

4 OF 24 C-501 CIVIL CONSTRUCTION DETAILS

ARCHITECTURAL

5 OF 24 AS101 ICRA DETAILS

6 OF 24 A-400 BUILDING 16 - LEVEL 00 -FLOOR PLAN

7 OF 24 A-401 BUILDING 16 - LEVEL 01 -FLOOR PLAN

8 OF 24 A-402 BUILDING 16 - LEVEL 02 -FLOOR PLAN

9 OF 24 A-403 BUILDING 16 - ATTIC -FLOOR PLAN

10 OF 24 A-404 BUILDING 16 - ELEVATION

11 OF 24 AW001 SIGNAGE DETAILS AND SCHEDULE

MECHANICAL

12 OF 24 FP001 FIRE PROTECTION GENERAL NOTES AND ABBREVIATIONS

13 OF 24 FP101 FOUNDATION PLAN - FIRE PROTECTION

14 OF 24 FP102 FLOOR PLAN LEVEL 1 FIRE PROTECTION

15 OF 24 FP103 FLOOR PLAN LEVEL 2 - FIRE PROTECTION

16 OF 24 FP104 FLOOR PLAN LEVEL 3 - FIRE PROTECTION

ELECTRICAL

17 OF 24 E-001 ABBREVIATIONS, GENERAL NOTES, AND SHEET INDEX

18 OF 24 E-002 ELECTRICAL LEGENDS

19 OF 24 E-100 BUILDING 16 -LEVEL 00 -ELECTRICAL FLOOR PLANS

20 OF 24 E-101 BUILDING 16 -LEVEL 01 -ELECTRICAL FLOOR PLANS

21 OF 24 E-102 BUILDING 16 -LEVEL 02 -ELECTRICAL FLOOR PLANS

22 OF 24 E-501 ELECTRICAL DETAILS

23 OF 24 E-601 BLDG 16 -ONE-LINE DIAGRAM

24 OF 24 E-701 ELECTRICAL SCHEDULES

SEWAGE NOTE:

PER AIB 1962 (12.13) BLDG. 80 W/4 CONC.

SWR. LN. TO LOCATION MH #58

E157

E163

148 149

95 134

T97

62 27

159 BO

28A

72A

BO

200 29

4 137

EXIST'G 2" WATER LINE

BURIED @ 12" DEPTH

N

3 71

11 55

37 120 10 54

42 60

E92

27 86

145 59

SEPTIC TANK

E162

E164

SHOWN (CLOSED WINTER)

IRRIGATION LINES NOT

SEPTIC TANK

500 GAL. SEPTIC TANK

M A

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P L

C I

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A

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P A

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PARKING

12" TR

PARKING

4" TR

VETERANS DR.

IRRIGATION LINES NOT

SHOWN (CLOSED WINTER)

PARKING

PARKING

PATIENT

PARKING

6" CI

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PARKING

MAIN PARKING

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IRRIGATION LINES NOT

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VETERANS DR.

ARCHITECTURAL

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

PHONE: (206) 590-2118

DESIGN TEAM

FIRE PROTECTION

SPEES DESIGN BUILD

STRUCTURAL

ELECTRICAL

SPEES DESIGN BUILD

MECHANICAL

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

PHONE: (206) 590-2118

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

PHONE: (206) 590-2118

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

PHONE: (206) 590-2118

CIVIL

POND AND COMPANY

3500 PARKWAY LANE SUITE 500

PEACHTREE CORNERS GEORGIA 30092

PHONE: (678) 336-7740

WSP USA, INC.

33301 9TH AVENUE SOUTH

FEDERAL WAY, WA 98003-2600

PHONE: (206) 431-2300

PROJECT INFORMATION

STATE:

COUNTY:

OWNER:

CODE ANALYSIS

PROJECT DESCRIPTION

THE PROPOSED DESIGN INSTALL SPRINKLER

AND WATER MAIN CONNECTION IN

BUILDING 16.

APPLICABLE BUILDING

BUILDING 16

ICRA CLASS REQUIREMENTS

REQUIREMENTS DEPENDENT ON

EACH INDIVIDUAL ROOM LOCATION,

CLASS I, II, III AND IV.

WASHINGTON

PIERCE COUNTY

DEPARTMENT OF VETERANS

AFFAIRS

GENERAL NOTES

1. COORDINATE WORK WITH ALL CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS &

SPECIFICATIONS.

2. SPECIFICATIONS SHALL SUPERSEDE DRAWINGS IN THE CASE OF ANY CONFLICTING INFORMATION.

BRING TO THE AWARENESS OF AND VERIFY WITH VA COR PRIOR TO PROCEEDING.

3. THE CONTRACTOR AND ANY SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND PROJECT REQUIREMENTS PRIOR TO SUBMITTING A BID OR BEGINNING WORK. NO ALLOWANCES WILL BE MADE ON BEHALF OF THE CONTRACTOR OR SUB-CONTRACTORS FOR FAILURE

TO VISIT THE SITE.

4. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK. ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT

IMMEDIATELY TO THE ATTENTION OF THE COR.

5. ALL WORK SHALL BE PERFORMED WITH A HIGH-LEVEL OF WORKMANSHIP.

6. THE CONTRACTOR SHALL VERIFY ALL PRODUCT TYPES AND QUANTITIES DURING SITE WALK

THROUGH, PRIOR TO PURCHASING ANY MATERIALS, EQUIPMENT, PRODUCTS OR LABOR.

7. THE CONTRACTOR SHALL VERIFY AND COORDINATE WITH ALL INSTALLERS TO ENSURE COMPLIANCE

WITH THE CONTRACT DOCUMENTS.

COR

SIGNATURE LINE

BUILDING/S IN SCOPE

LOCATION MAP

AMERICAN LAKE CAMPUS, 9600 VETERANS

DRIVE SW. TACOMA, WA 98493

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

/0 /2

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:2 a m

A u to d e s k D o c s /6

A

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-2

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A W

A A m e ri c a n L a k e

B

S p ri n k le r/ V

A A

L

A

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S D

B .r v t

G-001

COVER PAGE

DS OB

100% CONSTRUCTION

DOCUMENTS

01/04/2024

663A4-22-202VA WA AMERICAN LAKE

B16 SPRINKLER

AMERICAN LAKE CAMPUS, 9600 VETERANS DRIVE SW.

TACOMA, WA 98493

BLDG 16 INSTALL SPRINKLER AND WATER MAIN CONNECTION

AMERICAN LAKE CAMPUS, 9600 VETERANS DRIVE SW. TACOMA, WA 98493

PROJECT #: 663A4-22-202

1/4" = 1'-0"

SITE PLAN

TRUE

NORTH

TRUE

NORTH

Revisions: Date:

35% 01/16/2024

95% 02/26/2024

95% 04/01/2024

Issue Date 06/25/2024

01 OF 246/25/246/25/24

A/E:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

GENERAL CIVIL NOTES

1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY, STATE AND

FEDERAL REGULATIONS APPLICABLE TO CONSTRUCTION OF THIS SITE.

2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN

STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND CONSTRUCTION

STANDARDS ADOPTED BY THE U.S. ARMY CORPS OF ENGINEERS (USACE).

WHERE CONFLICTS OR OMISSIONS EXIST, THE USACE STANDARDS SHALL

DICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS AND SPECIFICATIONS

SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY

THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

3. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINES, CENTERLINE OF UTILITY,

CENTER OF MANHOLE OR CATCH BASIN, CENTERLINE OF ROAD, FACE OF

BUILDING, FACE OF CURB, FACE OF WALL, OR CENTERLINE OF STRIPING

UNLESS OTHERWISE NOTED.

4. EXISTING CONDITIONS SHOWN ARE BASED UPON GIS INFORMATION

PROVIDED BY FACILITIES MANAGEMENT SERVICE, VA PUGET SOUND

HEALTHCARE SYSTEM (VAPSHCS). ALL EXISTING INFORMATION SHOULD BE

CONSIDERED APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR

PRIOR TO CONSTRUCTION OR ORDERING MATERIALS.

5. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

PROVIDED, INSTALLED, AND MAINTAINED AS SHOWN ON THE APPLICABLE

EROSION, SEDIMENTATION AND POLLUTION CONTROL PLANS CONTAINED

WITHIN THESE CONSTRUCTION DOCUMENTS. CONTRACTOR TO MOVE ALL

CONSTRUCTION DEBRIS OFF THE AMERICAN LAKE VA CAMPUS IN

WASHINGTON.

6. PROPERTY AND DISPOSE DEBRIS AT A LEGAL, PERMITTED LANDFILL

CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

7. NO BURNING IS ALLOWED ON AMERICAN LAKE VA CAMPUS.

8. CONTRACTOR TO ENSURE ALL EXISTING TOPS OF MANHOLES AND VALVE

BOXES ARE RAISED OR LOWERED TO BE FLUSH WITH FINISHED GRADES,

UNLESS NOTED OTHERWISE.

9. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED FLUSH WITH

EXISTING, WITH NO PONDING OF STORMWATER, UNLESS NOTED OTHERWISE.

10. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE

DRAINAGE AWAY FROM ALL BUILDINGS AND TO DRAINAGE STRUCTURES OR

DITCHES. NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE

DISTURBED DURING CONSTRUCTION, UNLESS SHOWN OTHERWISE.

11. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, COORDINATES, AND

DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR

SHALL BRING ALL DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TO

STARTING CONSTRUCTION.

12. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE

WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD),

LATEST EDITION.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING

INSTALLATION OF ALL NEW UTILITIES WITH THOSE THAT ARE EXISTING. IF

EXISTING UTILITIES ARE IN CONFLICT WITH NEW UTILITIES, THE SITE

CONTRACTOR SHALL NOTIFY THE COR BEFORE PROCEEDING WITH

CONSTRUCTION.

14. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN

APPROVED AREA DURING CONSTRUCTION. EXCESS OR UNUSABLE TOPSOIL

SHALL BE DISPOSED OF OFF-SITE IN A MANNER THAT IS LEGAL AND

CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

15. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON

THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION

AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO

THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO

MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE

UTILITIES WITH THE COR OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE

CAUTION WHEN CROSSING UNDERGROUND UTILITIES, WHETHER SHOWN ON

THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH

INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO

THE ATTENTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE BY THE

CONTRACTOR IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY

STANDARDS. THE CONTRACTOR SHALL COORDINATE DISCONNECTION OF

EXISTING UTILITIES WITH THE APPROPRIATE UTILITY PROVIDER.

16. UTILITIES INDICATED SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

APPLICABLE PROVISIONS OF THE SPECIFICATIONS. GRADING SHALL BE AS

INDICATED, AND SHALL PRODUCE A FINISHED SURFACE WITH NO PONDING

OF WATER, READY TO RECEIVE PLANTING MATERIALS OR GRASSING.

17. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL

REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY

CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL

BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER

DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER

REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS OR

ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLATION

OF THE REQUIREMENTS ABOVE, SHALL BE FULLY BORNE BY THE

CONTRACTOR.

18. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE ENGAGED IN LAND

DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION, SEDIMENTATION

AND POLLUTION CONTROL AND STORMWATER POLLUTION PREVENTION

REQUIREMENTS CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS,

AND PERMITS.

19. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT PART OF THIS

PROJECT, SHALL BE RETURNED TO PRE-CONSTRUCTION OR BETTER

CONDITION PRIOR TO THE COMPLETION OF THE PROJECT AS DETERMINED

BY THE COR.

20. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR

PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY

OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH

ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY THE APPLICABLE

REGULATORY AGENCY.

21. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND

TEMPORARY SUPPORTS, ETC. ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

22. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT WILL

REMAIN. ANY ITEM DAMAGED DURING THE PERFORMANCE OF THE WORK

SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITION, OR REPLACED

WITH NEW AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE

PRECAUTIONS TO AVOID OVERLOADING PAVEMENTS WHICH WILL REMAIN.

23. CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL

MEASURES DAILY AND DURING PROLONGED PERIODS OF CONTINUOUS

RAINFALL EVENTS TO ENSURE THAT ALL CONTROLS ARE FUNCTIONING

PROPERLY. DAMAGED CONTROLS SHALL BE REPLACED BY THE END OF THE

WORKDAY.

24. EACH SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS AND

SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

25. SHEET KEYNOTES ON THE PLANS ARE SPECIFIC TO THAT SHEET ONLY.

MISSING SEQUENTIAL NUMBERS DO NOT APPLY TO THAT SHEET.

GENERAL CIVIL DEMOLITION NOTES

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY. RESTORE

GRADES AND SURFACE IMPROVEMENTS TO MATCH EXISTING CONDITIONS OR

PER REQUIREMENTS OF NEW WORK, WHICHEVER IS APPLICABLE.

2. EROSION AND SEDIMENTATION CONTROL MEASURES AND TEMPORARY

CONSTRUCTION FENCING SHALL BE IN PLACE PRIOR TO COMMENCEMENT OR

CONCURRENT WITH DEMOLITION.

3. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL NETWORK OUTSIDE

LIMITS OF DEMOLITION PRIOR TO COMMENCEMENT OF WORK. THIS WORK

MUST BE PERFORMED BY LICENSED & REGISTERED SOUTH DAKOTA LAND

SURVEYOR.

4. ALL DEMOLITION WORK SHALL BE COORDINATED WITH CONTRACTOR'S

SCHEDULE, LOGISTICS PLAN (APPROVED BY COR), EROSION, SEDIMENTATION

AND POLLUTION CONTROL PLAN PRIOR TO WORK.

5. ALL TEMPORARY FENCING, TRASH, AND LITTER TO BE FULLY DEMOLISHED

AND REMOVED FROM SITE TO A LEGAL LANDFILL. PERIMETER FENCING TO

REMAIN UNLESS OTHERWISE NOTED.

GENERAL CIVIL SITE NOTES

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY

BARRICADES AROUND THE WORK AND PROVIDE PROTECTION AGAINST

WATER DAMAGE AND SOIL EROSION.

2. ALL BUILDING DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH THE

ARCHITECTURAL PLANS.

3. PAVEMENT MARKINGS, INCLUDING ANY STANDARD HANDICAP SYMBOLS,

PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE PAINTED ON PAVEMENT

AT LOCATIONS SHOWN.

4. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT WASHINGTON STATE

DEPARTMENT OF TRANSPORTATION (WSDOT) AND MUTCD STANDARDS AND

SPECIFICATIONS.

GRADING AND DRAINAGE NOTES

1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO PREVENT

SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN RAINS, AND FOR ALL

FINISHED GRADING. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES

PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT

CONTROL MEASURES PRIOR TO ANY SITE CLEARING OR EXCAVATION.

3. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER AND

WASTE.

4. THE CONTRACTOR SHALL REMOVE ALL EROSION AND SEDIMENT CONTROL

FENCING FROM THE SITE PRIOR TO FINAL PROJECT ACCEPTANCE, AND

SHALL SMOOTH THE GROUND SURFACE WHERE THE FENCE WAS REMOVED;

THEN, MULCH OR SEED & STRAW (SEASON APPROPRIATE GRASS) THE

RESTORED SURFACE AS SUNLIGHT CONDITIONS WARRANT.

5. CONTRACTOR SHALL MARK, PRESERVE AND PROTECT ALL SURVEY

BENCHMARKS.

6. IF BENCHMARK MUST BE DEMOLISHED FOR CONSTRUCTION, CONTRACTOR

SHALL RELOCATE BENCHMARK AND PROVIDE NEW DATA ON AS-BUlLTS.

7. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER (SEE PLANS).

8. ALL SPOT ELEVATIONS NOTED ARE FINISH GRADE.

GENERAL UTILITY NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING

CONNECTIONS WITH BUILDING CONTRACTOR AND THE INFORMATION

PROVIDED ON MECHANICAL AND ELECTRICAL SHEETS.

2. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 30 DAYS FOR ALL

REQUIRED UTILITY SHUTDOWNS FOR UTILITY CONNECTIONS WITH THE

CONTRACTING OFFICER.

3. ALL OTHER EQUIPMENT SHALL BE PAINTED TO MATCH BASE STANDARD.

4. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY THE

CONTRACTING OFFICER IN WRITING.

5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING ALL UTILITY

CONNECTION FEES AND OBTAINING ALL PERMITS REQUIRED FOR THE UTILITY

CONSTRUCTION AND CONNECTIONS. THIS INCLUDES ALL FEES ASSOCIATED

WITH CONNECTION CHARGES AND METERS.

6. ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING AND

INSPECTION METHODS DETAILED IN THE SPECIFICATIONS, WHICH MAY

INCLUDE VIDEO CAMERA INSPECTION. COORDINATE CAMERA AND

EQUIPMENT WITH THE SITE SECURITY MANAGER AND CONTRACTING

OFFICER PRIOR TO BRINGING ANY PHOTOGRAPHY OR VIDEO EQUIPMENT ON

SITE.

7. ALL WATER CONSTRUCTION WORK ON THIS PROJECT SHALL BE PERFORMED

IN ACCORDANCE WITH ALL APPLICABLE INDUSTRY CODES AND STANDARDS.

THESE CODES AND STANDARDS INCLUDE BUT ARE NOT LIMITED TO THE

FOLLOWING: AMERICAN WATER WORKS ASSOCIATION (AWWA), AMERICAN

NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY FOR TESTING

AND MATERIALS (ASTM), OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA), AMERICAN ASSOCIATION OF STATE HIGHWAY AND

TRANSPORTATION OFFICIALS (AASHTO), NATIONAL FIRE PROTECTION

ASSOCIATION (NFPA), UNIFIED FACILITIES CRITERIA (UFC), ENVIRONMENTAL

PROTECTION AGENCY (EPA) AND USACE EM 385-1-1 SAFETY AND HEALTH

REQUIREMENT MANUAL. THE MOST STRINGENT SHALL BE APPLIED IN ALL

CASES ESPECIALLY FOR ISSUES RELATED TO SAFETY.

WATER UTILITY NOTES:

1. THRUST BLOCKS OR JOINT RESTRAINTS ARE REQUIRED AT ALL TEES, BENDS,

OR ELBOWS OF PRESSURIZED PIPING IN ACCORDANCE WITH THE DRAWINGS,

SPECIFICATIONS, AND MANUFACTURER'S RECOMMENDATIONS. SEE SHEET

C-501 FOR TYPICAL THRUST BLOCK DETAIL. MECHANICAL JOINT RESTRAINTS

ARE ALLOWED IN AREAS WHERE PROXIMITY OF ADJACENT UTILITIES OR

STRUCTURES WILL MAKE PLACEMENT OF THRUST BLOCKS DIFFICULT. USE

OF JOINT RESTRAINTS SHALL BE APPROVED BY THE CONTRACTING OFFICER.

2. WATER LINES SHALL BE INSTALLED A MINIMUM OF 3 FEET BEHIND THE EDGE

OF PAVEMENT OR FACE OF CURB UNLESS INDICATED OTHERWISE. SEE

SPECIFICATIONS FOR ADDITIONAL CLEARANCE REQUIREMENTS FOR WATER

PIPING.

EROSION CONTROL NOTES:

1. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY

DISTURBANCE.

2. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND

ANY MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL EROSION AND

STORM WATER RUNOFF.

3. LIMITS OF CONSTRUCTION IS DEFINED AS THOSE AREAS AFFECTED BY THE

CONTRACTOR'S OPERATIONS INVOLVING EXCAVATION, EMBANKMENT, AND

FINAL GRADING REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH

THE ELEVATIONS, GRADES, AND SECTIONS SHOWN IN THESE DRAWINGS.

4. CONTRACTOR SHALL SEED AND FERTILIZE AREAS DISTURBED DURING

CONSTRUCTION OUTSIDE THE LIMITS OF PAVED AREAS IN ACCORDANCE

WITH THE CONTRACT SPECIFICATIONS AFTER COMPLETION OF ALL PAVING

AND TOPSOIL FINISH GRADING WORK FOR EACH PHASE OF THE PROJECT.

5. THE CONTRACTOR SHALL SEED ALL DISTURBED AREAS WITHIN THE SITE

LIMITS, INCLUDING ALL CUT AND FILL SECTIONS IN ACCORDANCE WITH THE

PLANS AND SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN GRASS UNTIL A

PERMANENT VEGETATION COVER HAS BEEN ESTABLISHED PRIOR TO FINAL

ACCEPTANCE OF THE PROJECT. ESTABLISHMENT OF A PERMANENT

VEGETATION COVER SHALL INCLUDE: PLACEMENT OF TOPSOIL, APPLICATION

OF FERTILIZER, PLANTING OF GRASS SPECIES SELECTED, IRRIGATIONS AS

REQUIRED, AND RAKING OR HAND FINISHING.

6. CONTRACTORS STAGING AREA SHALL BE RETURNED TO ORIGINAL

CONDITIONS AS APPROVED BY THE CONTRACTING OFFICERS AT

COMPLETION OF CONSTRUCTION.

7. CONTRACTOR SHALL CONTROL DUST WITHIN THE CONSTRUCTION SITE TO

MITIGATE BLOWING MATERIAL ONTO ADJACENT AIRFIELD OPERATIONS

AREAS BY WETTING SOILS OR OTHER MITIGATION MEASURES.

8. ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL

BE REMOVED ONCE AN AREA OF DISTURBANCE HAS BEEN STABILIZED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

100% SUBMITTAL

03/28/2024

663A4-22-202UPGRADE FIRE SPRINKLER

IN B16

VA STATION AMERICAN LAKE

Revisions: Date:

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

Pond & Company

(678) 336-7740 C-001

KH CP

CIVIL GENERAL NOTES, LEGEND,

AND ABBREVIATIONS

AT

AND

DIAMETER

ABANDONED

ASPHALT CONCRETE

APRON GROUNDING POINT

ENGINEER IN CHARGE

APPROVED

APPROXIMATELY

BUILDING

BENCHMARK

BOTTOM

BYPASS

CLEARED AMERICAN GUARDS

COMPOST AMENDED VEGETATED FILTER STRIP

CATCH BASIN

CENTERLINE

CUBIC FEET

CORRUGATED METAL PIPE

CATHODIC PROTECTION TEST STATION

CONCRETE

CONTRACTING OFFICER'S REPRESENTATIVE

CEMENT TREATED BASE

DROP INLET

DIAMETER

DUCTILE IRON PIPE

DESIGNER

DEFENSE LOGISTICS AGENCY

DIRECTORATE OF PUBLIC WORKS

DUPLICATE

EASTING

ENGINEERED DISPERSION

EXISTING GRADE

ELEVATION

EDGE OF PAVEMENT

EASEMENT

EXISTING

FINISHED FLOOR ELEVATION

FINISHED GRADE

FIRE HYDRANT

FEET

GRADED-CRUSHED AGGREGATE BASE COURSE

GEOGRAPHIC INFORMATION SYSTEM

GROUND SERVICE EQUIPMENT

HIGH DENSITY POLYETHYLENE PIPE

HORIZONTAL

HEIGHT

INSIDE BOTTOM OF WALL

INSIDE DIAMETER

INVERT ELEVATION

INCH

INCORPORATED

INVERT

IRON PIN FOUND

IRON PIN SET

JUNCTION BOX

CONTRACTING OFFICER

LINEAR FEET

B-21 LOW OBSERVABLE RESTORATION FACILITY

LIMITS OF DISTURBANCE

LIGHTNING PROTECTION

MAXIMUM

MITERED END SECTION

MINIMUM

MONUMENT

MONITORING WELL

NORTHING

NOW OR FORMERLY

NUMBER

NOT TO SCALE

OUTSIDE BOTTOM OF WALL

ON CENTER

ON CENTER EACH WAY

OUTSIDE DIAMETER

OFFSET

OIL/WATER SEPARATOR

PORTLAND CEMENT CONCRETE

POST INDICATOR VALVE

POINT OF BEGINNING

PROPOSED

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POWER-TELEPHONE POLE

POLYVINYL CHLORIDE

QUALITY CONTROL

REINFORCED CONCRETE PIPE

RADIUS POINT

RIGHT OF WAY

STORM DRAIN

SQUARE FEET

SPECIFICATIONS

SQUARE

SANITARY SEWER

SANITARY SEWER MANHOLE

STATION

STANDARD

SOIL VAPOR EXTRACTION

TEMPORARY BENCHMARK

TYPICAL

VERTICAL

WATER METER

WATER VALVE

WELDED WIRE FABRIC

WITH

WATER TO CEMENT

YEAR

Ø

ABND

AC

AG

EIC

APPR

APPROX.

BLDG

BM

BOT

BP

CAGS

CAVFS

CB

CF

CMP

CPTS

CONC

COR

CTB

DI

DIA

DIP

DES

DLA

DPW

DUP

E

ED

EG

EL OR ELEV

EP

ESMT

EX

FFE

FG

FH

FT

GCAB

GIS

GSE

HDPE

HORZ

HT

IBW

ID

IE

IN

INC

INV

IPF

IPS

JB

KO

LF

LO

LOD

LP

MAX

MES

MIN

MON

MW

N N/F

NO

NTS

OBW

OC

OCEW

OD

OFST

OWS

PCC

PIV

POB

PROP

PSF

PSI

PTP

PVC

QC

RCP

RP

R/W

SD

SF

SPEC

SQ

SS

SSMH

STA

STD

SVE

TBM

TYP

VERT

WM

WV

WWF

W/ W/C

YR

ABBREVIATIONS

FENCE

MINOR CONTOUR

INDEX CONTOUR

STORM DRAIN

WATER VALVE

DESCRIPTIONPROPOSED ITEM

SPOT ELEVATION267.54

DROP INLET

LEGEND

NORTH ARROW

CONTROL POINT

LIMITS OF DISTURBANCE

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUTCO

FIRE HYDRANT

HEADWALL

AC PAVING

300'

EXISTING ITEM

UNDER DRAIN CLEAN OUT

UNDER DRAIN MANHOLE

300'

WATER LINE

UNDERGROUND COMMUNICATION UTILITY LINE

UNDERGROUND ELECTRICAL CONDUIT

VTANG LEASE LINE

UNDERGROUND ELECTRICAL CONDUIT (ABANDONED)

CO

SOIL BORING/PAVEMENT CORE

NATURAL GAS LINE

SANITARY SEWER LINE

FAA RTR UNDERGROUND CABLEFAA FAA

UNDERGROUND FIBER OPTICS

ELECTRICAL MANHOLE

ELECTRICAL HAND HOLE OR VAULT

STORM SEWER MANHOLE

MW MONITORING WELL

CONCRETE PAVING

FIRE WATER LINE

STORM SEWER

INDUSTRIAL WASTE

SANITARY SEWER

LOD

UE

I INDUSTRIAL WASTE MANHOLE

AG APRON GROUNDING POINT

TELEPHONE MANHOLE

ELECTRICAL MANHOLE

SAN

GROUND ROD TEST WELL

3/4" GROUND ROD

S

NORTH

LIMITS OF CONSTRUCTION

SEE SHEETS CU101 & C-501

IW

N/A

N/A

SHEET NAMING CONVENTION

C-001

2 DIGIT SEQUENTIAL # (01-99)

(FIRST DIGIT INDICATES PLAN

TYPE. SECOND DIGIT INDICATES

FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

2 - PROFILES

3 - SECTIONS

4 - ENLARGED PLANS

6 - SCHEDULES AND DIAGRAMS

9 - 3D VIEWS (ISO, PERSPECTIVES,

PHOTOS)

2 DIGIT DESCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

PROJECT CONTACTS:

CIVIL ENGINEER FOR THIS PROJECT IS:

POND & COMPANY

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GA 30092

P: (678) 336.7740

CONTACT: KEVIN HENDRIX, PE

SURVEYOR FOR THIS PROJECT IS:

N/A

GEOTECH FOR THIS PROJECT IS:

N/A

1 - PLANS

5 - DETAILS

7 - USER DEFINED

8 - USER DEFINED

Issue Date

01/04/2024

Issue Date 06/25/2024

A/E:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

W W

W W

W W

W W

W W

W W

W W

W W

W

W W W W W W W W W W W W W W W W W W W

SM

SM

SM

SM

SM

SM

SM

SM

SM

SM

SM

SM

SM

SM

SM

WWWWW

SMSMSMSMSMSMSMSM

W

WWW

SMSMSM

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

SS

W W

SS

SM

UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE

UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE

UE

U E

U E

U E

UE

UE

U E

U E

U E

UE

U E

U E

UE

UE

UE

UE

U E

U E

U E

U E

U E

U E

U E

UE

U E

U E

U E

U E

U E

U E

U E

U E

UE

E E

E

E E E

E E

E E E E E E E E E E E E

ST

ST

ST

ST

ST

STSTSTSTSTST

SMSMSMSMSMSM

SM

16 17

UE

UE

UE

UE

UE

UE

UE

U

E U

E

UE

EN

G

LE

W

AY

FW

FW

FW

FW FW FW FW FW FW FW FW

FW

FW FW FW

LOD

LO

D

LODLOD

LO

D

LO

DLODLODLODLODLODLODLOD

LOD

LOD

LO

D

LO

D

LO

D

LOD

LO

D

LO

D

LO

D

LOD LOD LOD LOD LOD LOD

LO

D

LOD LOD LO

D

PIV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

100% SUBMITTAL

03/28/2024

663A4-22-202UPGRADE FIRE SPRINKLER

IN B16

VA STATION AMERICAN LAKE

Revisions: Date:

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

Pond & Company

(678) 336-7740

SCALE: 1" = 10' 0 5' 30'20'10'A1 SITE LAYOUT AND UTILITY PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

100% SUBMITTAL

03/28/2024

663A4-22-202UPGRADE FIRE SPRINKLER

IN B16

VA STATION AMERICAN LAKE

Revisions: Date:

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

Pond & Company

(678) 336-7740

NORTH

GENERAL SHEET NOTES

1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. REFER TO SHEET C-001 FOR CIVIL GENERAL NOTES.

3. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

SHEET KEYNOTES

4 1. NEW 4" DIP FIRE WATER LINE, INSTALLED WITH 36" MINIMUM

COVER. SEE PLUMBING/FIRE PROTECTION PLANS FOR

CONTINUATION INTO BUILDING. SEE PIPE BEDDING DETAIL

(DETAIL C1/C-501)

2. 6" x 4" TAPPING SLEEVE. SEE ASBESTOS PIPING NOTE BELOW.

3. CONCRETE THRUST BLOCKS AT ALL BENDS AND TEES, TYPICAL.

(DETAIL C5/C-501)

4. FIRE DEPARTMENT CONNECTION (BUILDING MOUNTED) SEE

PLUMBING/FIRE PROTECTION PLANS.

5. PROVIDE NEW STREET SIDE ISOLATION VALVE AND ACCESS BOX

ON EXISTING 2" DOMESTIC WATER SERVICE

6. PROVIDE GRASSING AND TEMPORARY MULCHING TO STABILIZE

DISTURBED AREAS PER WSDOT EROSION AND SEDIMENT

CONTROL MANUAL. (DETAIL F1/C-501)

7. POST INDICATOR VALVE (PIV)

8. CLEANLY SAW CUT AND DEMOLISH EXISTING PAVEMENT AS

SHOWN FOR INSTALLATION OF NEW PIPE. PROVIDE PAVEMENT

PATCH ONCE NEW PIPE IS IN PLACE (DETAIL F6/C-501). MATCH

ELEVATIONS OF EXISTING, ENSURING NO PONDING OF STORM

WATER AND POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES.

9. DEPTH OF SEWER LINE IS CURRENTLY UNKNOWN, CONTRACTOR

TO VERIFY PRIOR TO CONSTRUCTION. 18" VERTICAL

SEPARATION REQUIRED. CONTRACTOR TO NOTIFY OWNER IF

DISCREPANCIES ARE FOUND.

10. DEPTH OF EXISTING UNDERGROUND UTILITY IS CURRENTLY

UNKNOWN, CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION.

18" VERTICAL SEPARATION REQUIRED. CONTRACTOR TO NOTIFY

OWNER IF DISCREPANCIES ARE FOUND.

CU101

KH CP

SITE LAYOUT AND UTILITY PLAN

ASBESTOS PIPING NOTES

1. THE EXISTING WATER MAIN MATERIALS IS UNKNOWN,

BUT MAY CONSIST OF ASBESTOS CONCRETE PIPING.

2. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING

THE MATERIAL OF THE EXISTING WATER MAIN PRIOR

TO CONSTRUCTION AND DETERMINING IS ASBESTOS IS

PRESENT.

3. IF ASBESTOS IS PRESENT, THE CONTRACTOR IS

RESPONSIBLE FOR ENSURING THAT ALL APPLICABLE

LOCAL, STATE, AND FEDERAL REQUIREMENTS ARE

FOLLOWED IN MAKING THE NEW WATER LINE

CONNECTION.

Issue Date

01/04/2024

Issue Date 06/25/2024

A/E:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

100% SUBMITTAL

03/28/2024

663A4-22-202UPGRADE FIRE SPRINKLER

IN B16

VA STATION AMERICAN LAKE

Revisions: Date:

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

Pond & Company

(678) 336-7740

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

100% SUBMITTAL

03/28/2024

663A4-22-202UPGRADE FIRE SPRINKLER

IN B16

VA STATION AMERICAN LAKE

Revisions: Date:

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

Pond & Company

(678) 336-7740 C-501

KH CP

CIVIL CONSTRUCTION DETAILS

NOTES:

1. PROVIDE CONTRACTION AND EXPANSION JOINTS WITHIN NEW CONCRETE PAVEMENT, MATCHING

LAYOUT OF THE JOINTS WITHIN THE EXISTING PAVEMENT.

2. PROVIDE EXPANSION JOINTS BETWEEN NEW CONCRETE PAVEMENT AND STRUCTURES AND EXISTING

RIGID PAVEMENT.

Issue Date

01/04/2024

Issue Date 06/25/2024

A/E:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

1. COMPLY WITH ALL REQUIREMENTS LISTED IN THE

INFECTION CONTROL SECTION OF SPECIFICATION 01 35

26 -SAFETY REQUIREMENTS.

2. CONSTRUCTION ZONE ENTRANCES AND EXITS SHALL BE

LOCKED AT ALL TIMES UNLESS IN USE BY THE

CONTRACTOR. WHEN IN USE, ACCESS WILL BE

CONTROLLED AND MONITORED BY THE CONTRACTOR.

3. ADHESIVE WALK OFF CONSTRUCTION MATS TO BE USED

AT ALL CONSTRUCTION ZONE AND ANTE ROOM

ENTRANCES AND EXITS.

4. TEMP BARRIERS AND DOORS MAY ONLY BE DEMOLISHED

ONCE GIVEN FINAL APPROVAL BY THE VA COR.

( + ) PRESSURE

CONSTRUCTION ZONE, ( - - ) PRESSURE

ANTE ROOM, ( - ) PRESSURE

TEMPORARY ICRA BARRIER

TEMPORARY ICRA DOOR

CONSTRUCTION TACKY MATT

NEGATIVE AIR MACHINE

INSTALL TEMPORARY 1 HR CONSTRUCTION ICRA BARRIER

TO SEPARATE CONSTRUCTION AREA FROM OCCUPIED

SPACE.

INSTALL TEMPORARY PLASTIC FIRE RESISTANT, DUST

BARRIER. MAY ONLY BE DURING NON FUNCTIONAL

MEDICAL CENTER HOURS.

INSTALL FIRE RESISTANT TEMPORARY DOOR AT OPENING

AND MATCH RATING OF ICRA BARRIER, TYPICAL.

PLACE TACKY CONSTRUCTION WALK-OFF MATS AT

ENTRANCE AND EXIT SIDE OF CONSTRUCTION ACTIVITY

AREAS, TYPICAL.

FOR CLASS III & IV, NEGATIVE AIR MACHINE IS REQUIRED

AND SHALL BE LOCATED EITHER AT THE ICRA BARRIER OR

AT AN EXTERIOR WINDOW. COORDINATE WITH VA

INFECTIOUS PREVENTION TEAM AND COR.

DIGITAL/ANALOG PRESSURE GAUGE. CALCULATE CFM

FOR NEGATIVE PRESSURE AT

10 ACH.

EXISTING SUSPENDED

CEILING TO REMAIN ON

CORRIDOR SIDE

EXISTING

WALLS TO

REMAIN

EXISTING

WALLS TO

REMAIN

EXISTING DOOR BEHIND

VISQUEEN BARRIER

NON-SKID PLATE JACK

SCREWED FROM END OF

POLE TO TOP OF CEILING,

TYPICAL

FIRE RESISTANT PLASTIC

DUST BARRIER

SURROUNDING DOOR,

TYPICAL

EXTENSION POLES, TYPICAL

NON-SKID PLATE JACK

SCREWED FROM END OF

POLE TO BOTTOM OF

FLOOR, TYPICAL

BOTTOM OF CEILING

ZIPPER OPENING, TYPICAL

STICKY TACKY MATT

INFRONT OF VISQUEEN

BARRIER

TAPE TOP OF

CONSTRUCTION BARRIER

TO BOTTOM OF CEILING

CONSTRUCTION BARRIER

SURROUNDING EXIST

DOOR, TYPICAL

TAPE BOTTOM OF

CONSTRUCTION BARRIER TO

FLOOR SURFACE, TYPICAL

STICKY TACKY MATT IN FRONT

OF FIRE RESISTANT PLASTIC

BARRIER, TYPICAL

NEGATIVE AIR MACHINE,

TYPICAL (INSTALL AT ICRA

BARRIER IF EXTERIOR

WINDOW IS NOT AVAILABLE).

TEMPORARY FIRE

RATED DOOR, TYPICAL

DIGITAL/ANALOG PRESSURE

GAUGE. CALCULATE CFM FOR

NEGATIVE PRESSURE AT

10 ACH.

PROJECT AREA

PROJECT AREA

PATCH, REPAIR AND PAINT GWB WHERE ICRA

BARRIERS ARE CONSTRUCTED AND REMOVED.

PATCH AND REPAIR CEILINGS AND FLOORS AS

REQUIRED WHERE ICRA BARRIERS ARE

CONSTRUCTED AND REMOVED.

PROJECT AREA

PATCH, REPAIR AND PAINT GWB WHERE ICRA

BARRIERS ARE CONSTRUCTED AND REMOVED.

PATCH AND REPAIR CEILINGS AND FLOORS AS

REQUIRED WHERE ICRA BARRIERS ARE

CONSTRUCTED AND REMOVED.

ANTE

ROOM

PROJECT AREA

OUTSIDE

PROJECT AREA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

AS101

ICRA DETAILS

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

DS OB

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

CLASS I ICRA REQUIREMENTS

A. DURING CONSTRUCTION WORK:

1. NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE.

2. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION OPERATIONS.

3. CEILING TILES: IMMEDIATELY REPLACE A CEILING TILES DISPLACED FOR VISUAL INSPECTION.

B. UPON COMPLETION:

1. CLEAN WORK AREA UPON COMPLETION OF TASK.

2. NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE.

CLASS II ICRA REQUIREMENTS

A. DURING CONSTRUCTION WORK:

1. NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE.

2. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO

ATMOSPHERE. SUCH AS WET METHODS OR TOOL MOUNTED DUST COLLECTORS WHERE

POSSIBLE.

3. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.

4. SEAL UNUSED DOORS WITH DUCT TAPE.

5. BLOCK OFF AND SEAL AIR VENTS.

6. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

B. UPON COMPLETION:

1. WIPE WORK SURFACES WITH CLEANER/DISINFECTANT.

2. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED

CONTAINERS.

3. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK

AREA.

4. UPON COMPLETION, RESTORE HVAC SYSTEM WHERE WORK WAS PERFORMED.

5. NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE.

CLASS III ICRA REQUIREMENTS

A. DURING CONSTRUCTION WORK:

1. REMOVE OR ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT

CONTAMINATION OF DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS I.E. SHEETROCK, PLYWOOD, PLASTIC, TO SEAL AREA

FROM NON WORK AREA OR IMPLEMENT CONTROL CUBE METHOD (CART WITH PLASTIC

COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA VACUUM FOR VACUUMING

PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR

FILTRATION UNITS.

4. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

5. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

B. UPON COMPLETION:

1. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS INSPECTED

BY THE SAFETY DEPARTMENT AND INFECTION CONTROL, THOROUGHLY CLEANED BY THE VA

ENVIRONMENTAL SERVICES DEPARTMENT.

2. REMOVE BARRIER MATERIAL CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS

ASSOCIATED WITH CONSTRUCTION.

3. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

4. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

5. WET MOP AREA WITH DISINFECTANT.

6. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

CLASS IV ICRA REQUIREMENTS

A. DURING CONSTRUCTION WORK:

1. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION

OF DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS I.E. SHEETROCK, PLYWOOD, PLASTIC, TO SEAL AREA

FROM NON WORK AREA OR IMPLEMENT CONTROL CUBE METHOD (CART WITH PLASTIC

COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA VACUUM FOR VACUUMING

PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR

FILTRATION UNITS.

4. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.

5. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS ROOM SO

THEY CAN BE VACUUMED USING A HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE OR

THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE

THE WORK SITE.

6. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE COVERS. SHOE

COVERS MUST BE CHANGED EACH TIME THE WORKER EXITS THE WORK AREA.

B. UPON COMPLETION:

1. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS INSPECTED

BY THE SAFETY DEPARTMENT AND INFECTION CONTROL, THOROUGHLY CLEANED BY THE VA

ENVIRONMENTAL SERVICES DEPARTMENT.

2. REMOVE BARRIER MATERIAL CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS

ASSOCIATED WITH CONSTRUCTION.

3. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

4. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

5. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.

6. WET MOP AREA WITH DISINFECTANT.

7. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

1/2" = 1'-0"

ICRA CLASS I DETAIL

1/2" = 1'-0"

ICRA CLASS II DETAIL

1/2" = 1'-0"

ICRA CLASS III/IV DETAIL

1/2" = 1'-0"

TYPICAL ICRA CLASS II BARRIER - PLAN VIEW

1/2" = 1'-0"

TYPICAL ICRA CLASS III DETAIL - PLAN VIEW

1/2" = 1'-0"

TYPICAL ICRA CLASS IV BARRIER - PLAN VIEW

100% CONSTRUCTION

DOCUMENTS

01/04/2024

Revisions: Date:

35% 01/16/2024

95% 02/26/2024

95% 04/01/2024

VA WA AMERICAN LAKE

B16 SPRINKLER

Location

AMERICAN LAKE CAMPUS, 9600 VETERANS DRIVE SW.

TACOMA, WA 98493

663A4-22-202

Issue Date 06/25/2024

05 OF 246/25/246/25/24

A/E:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

1 2 3 4 5 6

A

B

C

D

BOTTOM OF COLUMN FOOTINGS NOT OTHERWISE

INDICATED, TO BE 5'-6" BELOW LEVEL OF 1ST

FLOOR

WALL FOOTING: 24" x 12" COLUMN FOOTING: 36" x 36" x 24"

REINFORCED

CONC. SLAB

OVER

PIPE AND

VALVE PIT

BOTTOM OF FOOTING 11'-6"

BELOW LEVEL OF 1ST FLOOR

BOTTOM OF FOOTING 8'-6"

BELOW LEVEL OF 1ST FLOOR

D.S.

D.S. D.S.

D.S. D.S.

ACCESS HATCH ABOVE

A-404

1 ELEVATION A

A-4042

E L E

V A

T

IO

N B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

/0 /2

:3

:2 a m

A u to d e s k D o c s /6

A

- 2

-2

V

A W

A A m e ri c a n L a k e

B

S p ri n k le r/ V

A A

L

A

R

S D

B .r v t

A-400

BUILDING 16 - LEVEL 00 - FLOOR

PLAN 16

DS OB

100% CONSTRUCTION

DOCUMENTS

01/04/2024

663A4-22-202VA WA AMERICAN LAKE

B16 SPRINKLER

AMERICAN LAKE CAMPUS, 9600 VETERANS DRIVE SW.

TACOMA, WA 98493

1/4" = 1'-0"

BUILDING 16 - LEVEL 00 - FLOOR PLAN

PROJECT

NORTH

0' 2' 4' 8'

ICRA: LEVEL 2 GENERAL NOTES

1. CONCRETE STEM WALL ASSUMED TO BE FINISHED WITH

LEAD-BASED PAINT.

2. ACM CONTAMINATED SPACE UNDER IN-PLACE VAPOR

BARRIER.

3. GROUND ASBESTOS DEBRIS ARE PRESENT IN THE CRAWL

SPACE UNDER THE PLASTIC SHEETING. PROPER TRAINING

AND PPE REQUIRED FOR ENTRY.

Revisions: Date:

35% 01/16/2024

95% 02/26/2024

95% 04/01/2024

Issue Date 06/25/2024

06 OF 246/25/246/25/24

A/E:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

262 SF

OFFICE

157 SF

OFFICE

13 SF

CLOSET

112A

117 SF

OFFICE

8 SF

CLOSET

113A

8 SF

CLOSET

114A

117 SF

OFFICE

142 SF

OFFICE

8 SF

CLOSET

115A

7 SF

CLOSET

115B

8 SF

CLOSET

116A

129 SF

OFFICE

148 SF

OFFICE

44 SF

FIRE RISER

50 SF

WOMEN

6 SF

CLOSET

110A

174 SF

OFFICE

103 SF

OFFICE

28 SF

H.A.C.

141 SF

MEN

112 SF

OFFICE

12 SF

CLOSET

102A

13 SF

CLOSET

104A

140 SF

STAIRS

S101

446 SF

CORRIDOR

100PORCH

RAMP

1 2 3 4 5 6

A

B

C

D

ACCESS

HATCH

IN-04.01-1

IN-03.01-1

A-404

1 ELEVATION A

EN-06.07-1EN-06.07-1

EN-06.07-2

A-4042

E L E

V A

T

IO

N B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

/0 /2

:3

:2 a m

A u to d e s k D o c s /6

A

- 2

-2

V

A W

A A m e ri c a n L a k e

B

S p ri n k le r/ V

A A

L

A

R

S D

B .r v t

A-401

BUILDING 16 - LEVEL 01 - FLOOR

PLAN 16

DS OB

100% CONSTRUCTION

DOCUMENTS

01/04/2024

663A4-22-202VA WA AMERICAN LAKE

B16 SPRINKLER

AMERICAN LAKE CAMPUS, 9600 VETERANS DRIVE SW.

TACOMA, WA 98493

1/4" = 1'-0"

BUILDING 16 - LEVEL 01 - FLOOR PLAN

PROJECT

NORTH

0' 2' 4' 8'

ICRA: LEVEL 2 GENERAL NOTES

1. PAINTED SURFACES OF ROOM PENETRATIONS ARE

ASSUMED TO BE FINISHED WITH LEAD-BASED PAINT.

2. FLOOR TILES AND MASTIC CONTAIN ACM.

3. PATCH, REPAIR, AND TOUCH-UP PAINT AT WALLS WHERE

EXISTING SURFACES ARE DAMAGED DURING INSTALLATION

OF SPRINKLER WORK OR OTHERWISE VISIBLE OR NOT

COVERED BY SPRINKLER ESCUTCHEONS.

4. SEAL ALL NEW EXTERIOR AND INTERIOR PENETRATIONS TO

BE AIR AND WATER TIGHT.

Revisions: Date:

35% 01/16/2024

95% 02/26/2024

95% 04/01/2024

Issue Date 06/25/2024

07 OF 246/25/246/25/24

A/E:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

140 SF

STAIRS

S101

127 SF

OFFICE

174 SF

OFFICE

119 SF

OFFICE

28 SF

H.A.C.

141 SF

MEN

44 SF

FIRE RISER

25 SF

STORAGE

157 SF

OFFICE

309 SF

CONF. RM

128 SF

OFFICE

129 SF

OFFICE

128 SF

OFFICE

309 SF

CLASS RM

140 SF

STAIRS

S101

23 SF

STORAGE

442 SF

CORRIDOR

1" / 1'-0"

1 2 3 4 5 6

A

B

C

D

IN-03.01-2

IN-04.01-2

A-404

1 ELEVATION A

A-4042

E L E

V A

T

IO

N B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

/0 /2

:3

:2 a m

A u to d e s k D o c s /6

A

- 2

-2

V

A W

A A m e ri c a n L a k e

B

S p ri n k le r/ V

A A

L

A

R

S D

B .r v t

A-402

BUILDING 16 - LEVEL 02 - FLOOR

PLAN 16

DS OB

100% CONSTRUCTION

DOCUMENTS

01/04/2024

663A4-22-202VA WA AMERICAN LAKE

B16 SPRINKLER

AMERICAN LAKE CAMPUS, 9600 VETERANS DRIVE SW.

TACOMA, WA 98493

1/4" = 1'-0"

BUILDING 16 - LEVEL 02 - FLOOR PLAN

PROJECT

NORTH

0' 2' 4' 8'

ICRA: LEVEL 2

Revisions: Date:

35% 01/16/2024

95% 02/26/2024

95% 04/01/2024

GENERAL NOTES

1. PAINTED SURFACES OF ROOM PENETRATIONS ARE

ASSUMED TO BE FINISHED WITH LEAD-BASED PAINT.

2. FLOOR TILES AND MASTIC CONTAIN ACM.

3. PATCH, REPAIR, AND TOUCH-UP PAINT AT WALLS WHERE

EXISTING SURFACES ARE DAMAGED DURING INSTALLATION

OF SPRINKLER WORK OR OTHERWISE VISIBLE OR NOT

COVERED BY SPRINKLER ESCUTCHEONS.

4. SEAL ALL NEW EXTERIOR AND INTERIOR PENETRATIONS TO

BE AIR AND WATER TIGHT.

Issue Date 06/25/2024

08 OF 246/25/246/25/24

A/E:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

B

C

D

ATTIC

ACCESS

6" / 1'-0" 6" / 1'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

/0 /2

:3

:2 a m

A u to d e s k D o c s /6

A

- 2

-2

V

A W

A A m e ri c a n L a k e

B

S p ri n k le r/ V

A A

L

A

R

S D

B .r v t

A-403

BUILDING 16 - ATTIC - FLOOR

PLAN 16

DS OB

100% CONSTRUCTION

DOCUMENTS

01/04/2024

663A4-22-202VA WA AMERICAN LAKE

B16 SPRINKLER

AMERICAN LAKE CAMPUS, 9600 VETERANS DRIVE SW.

TACOMA, WA 98493

1/4" = 1'-0"

BUILDING 16 - ATTIC - FLOOR PLAN

PROJECT

NORTH

0' 2' 4' 8'

ICRA: LEVEL 2 GENERAL NOTES

1. PIPE ELBOWS AND FITTINGS CONTAMINATED WITH ACM.

Revisions: Date:

35% 01/16/2024

95% 02/26/2024

95% 04/01/2024

Issue Date 06/25/2024

09 OF 246/25/246/25/24

A/E:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

Level 2 10' - 6"

Attic 20' - 5"

Roof 31' - 3 3/32"

Level 1 0' - 0"

1 2 3 4 5 6

EXTERIOR SIGNAGE

EN-06.07-1

EXTERIOR SIGNAGE

EN-06.07-1

EXTERIOR SIGNAGE

EN-06.07-2

Level 2 10' - 6"

Attic 20' - 5"

Roof 31' - 3 3/32"

Level 1 0' - 0"

ABCD

EXTERIOR SIGNAGE

EN-06.07-2

EXTERIOR SIGNAGE

EN-06.07-1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

/0 /2

:3

:2 a m

A u to d e s k D o c s /6

A

- 2

-2

V

A W

A A m e ri c a n L a k e

B

S p ri n k le r/ V

A A

L

A

R

S D

B .r v t

A-404

BUILDING 16 - ELEVATION

DS OB

100% CONSTRUCTION

DOCUMENTS

01/04/2024

663A4-22-202VA WA AMERICAN LAKE

B16 SPRINKLER

AMERICAN LAKE CAMPUS, 9600 VETERANS DRIVE SW.

TACOMA, WA 98493

1/4" = 1'-0"

ELEVATION A

Revisions: Date:

35% 01/16/2024

95% 02/26/2024

95% 04/01/2024

1/4" = 1'-0"

ELEVATION B

Issue Date 06/25/2024

10 OF 246/25/246/25/24

A/E:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

9" (228.600 mm)

5/8" (15.875 mm)

1/4" (6.350 mm)

3/8" (9.525 mm)

1 1/4" (31.750 mm)

1/2" (12.700 mm)

3/4" (19.050 mm)

3" (76.200 mm)RM 107

BRAILLE GRADE 2

DOMED

HELVETICA REGULAR

RAISED TACTILE TEXT

3/8" MIN. CLEARANCE

ALL SIDES

3/4" (19.05mm) 3/8" (9.525 mm) -

SIGN PROFILE

IN-03.01-1 & 2

9" (228.600 mm)

5/8" (15.875 mm)

1/4" (6.350 mm)

3/8" (9.525 mm)

1 1/4" (31.750 mm)

1/2" (12.700 mm)

3/4" (19.050 mm)

3" (76.200 mm)RM 107

3/4" (19.05mm) 3/8" (9.525 mm) -

6" (152.400 mm)

3/4" (19.050 mm)

3/4" (19.050 mm)

3/8" (9.525 mm)

3/4" (19.050 mm)

3/8" (9.525 mm)

3/4" (19.050 mm)

3/8" (9.525 mm)

3/4" (19.050 mm)

1 1/8" (28.575 mm)

SIGN PROFILE

IN-04.01-1

FIRE RISER

ACCESS

ROOM 108

9" (228.600 mm)

5/8" (15.875 mm)

1/4" (6.350 mm)

3/8" (9.525 mm)

1 1/4" (31.750 mm)

1/2" (12.700 mm)

3/4" (19.050 mm)

3" (76.200 mm)RM 206

6" (152.400 mm)

3/4" (19.050 mm)

3/4" (19.050 mm)

3/8" (9.525 mm)

3/4" (19.050 mm)

3/8" (9.525 mm)

3/4" (19.050 mm)

3/8" (9.525 mm)

3/4" (19.050 mm)

1 1/8" (28.575 mm)

IN-04.01-2

FIRE RISER

ACCESS

ROOM 207

1' - 6" (457.200 mm)

FIRE RISER

ACCESS

ROOM 108 &

ROOM 207

(76.200 mm)3"

(50.800 mm)2"

(25.400 mm)1"

(50.800 mm)2"

(25.400 mm)1"

(50.800 mm)2"

(25.400 mm)1"

(50.800 mm)2"

(101.600 mm)4"

1' - 6" (457.200 mm)

EN-06.07-1

(31.750 mm) 1 1/4"

1' - 6" (457.200 mm)

1' - 6" (457.200 mm) FDC

(31.750 mm) 1 1/4"

(76.200 mm)3"

(152.400 mm)6"

(50.800 mm)2"

(101.600 mm)4"

(76.200 mm)3"

EN-06.07-2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

/0 /2

:3

:2 a m

A u to d e s k D o c s /6

A

- 2

-2

V

A W

A A m e ri c a n L a k e

B

S p ri n k le r/ V

A A

L

A

R

S D

B .r v t

AW001

INTERIOR AND EXTERIOR

SIGNAGE DETAILS 16

DS OB

100% CONSTRUCTION

DOCUMENTS

01/04/2024

663A4-22-202VA WA AMERICAN LAKE

B16 SPRINKLER

AMERICAN LAKE CAMPUS, 9600 VETERANS DRIVE SW.

TACOMA, WA 98493

6" = 1'-0"

SIGNAGE DETAILS - IN-03.01

6" = 1'-0"

SIGNAGE DETAILS - IN-04.01

Revisions: Date:

35% 01/16/2024

95% 02/26/2024

95% 04/01/2024

SIGNAGE MESSAGE SCHEDULE

SIGNAGE LEVEL ROOM NUMBER MESSAGE DESCRIPTION

EN-06.07-1 Level 1 BUILDING EXTERIOR FIRE RISER ACCESS ROOM 108 & 207 SAFETY RED BACKGROUND WITH WHITE LETTERING

EN-06.07-1 Level 1 BUILDING EXTERIOR FIRE RISER ACCESS ROOM 108 & 207 SAFETY RED BACKGROUND WITH WHITE LETTERING

EN-06.07-2 Level 1 BUILDING EXTERIOR FCD (with arrow sign) SAFETY RED BACKGROUND WITH WHITE LETTERING

IN-03.01-1 Level 1 108 - -

IN-03.01-2 Level 2 207 - -

IN-04.01-1 Level 1 107 FIRE RISER ACCESS ROOM 108 SAFETY RED BACKGROUND WITH WHITE LETTERING

IN-04.01-2 Level 2 206 FIRE RISER ACCESS ROOM 207 SAFETY RED BACKGROUND WITH WHITE LETTERING

1 1/2" = 1'-0"

SIGNAGE DETAILS - EN-06.07

1/8" MIN. LETTER SPACING

Issue Date 06/25/2024

11 OF 246/25/246/25/24

A/E:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

VALVE BOX W/ VALVE (AS SPECIFIED)

CONNECTION TO EXISTING

CIRCUIT SETTER

HOSE BIBB

CAP

SOLENOID VALVE

PRESSURE & TEMPERATURE (RELIEF VALVE)

PRESSURE REDUCING VALVE (POINTS TOWARDS LOW PRESSURE)

GAS VALVE

CHECK VALVE

CIRCULATING PUMP (POINTS IN DIRECTION OF FLOW)

CLEAN-OUT (WALL OR CEILING)

FLOOR DRAIN

VALVE (AS INDICATED OR SPECIFIED)

CLEAN-OUT (FLUSH TO FLOOR OR GRADE)

CONCENTRIC REDUCER/INCREASER

ECCENTRIC REDUCER/INCREASER

RISE/DROP IN PIPE

VENT THRU ROOF

UNION

TEE UP

TEE DOWN

ELBOW UP

ELBOW DOWN

PLUMBING/PIPING SYMBOLS

S

EXTENSION & CONTINUATION

RISE/DROP IN PIPE & 90° TURN

DIRECTION OF FLOW LINE

GENERAL FIRE PROTECTION NOTES

1. FOR THE PURPOSES OF CLEARNESS AND LEGIBILITY,DRAWINGS ARE DIAGRAMMATIC AND FOR

DESIGN INTENT ONLY. CONTRACTOR MUST VERIFY ALL DIMENSIONS BY FIELD MEASUREMENT

BEFORE BEGINNING ANY FABRICATION OR CONSTRUCTION.

2. ALL WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH THE CURRENT VA GUIDES AND

LOCAL FIRE PROTECTION CODES AND ORDINANCES.

3. CONTRACTOR SHALL INSTALL ALL EQUIPMENT IN STRICT ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS.

4. COORDINATE EXACT LOCATION OF PIPING WITH OTHER TRADES.

5. THE CONTRACTOR SHALL PROVIDE FIRE CAULKING AT ALL PIPING PENETRATIONS OF FIRE RATED ASSEMBLIES OR PROVIDE FIRE RATED SEALS FOR NON-RATED PLASTIC PIPING PENETRATIONS OR

RATED ASSEMBLIES AS REQUIRED.

6. NFPA STANDARDS: FIRE-SUPPRESSION-SYSTEM,SPECIALTIES, ACCESSORIES, INSTALLATION, AND TESTING SHALL COMPLY WITH NFPA 13 EDITION 2022 "INSTALLATION OF SPRINKLER SYSTEMS."

7. ALL AREAS WITHIN BUILDING 16 ARE LIGHT HAZARD LEVEL UNLESS NOTED OTHERWISE. TELECOM

ROOMS ARE CONSIDERED LIGHT HAZARD GROUP, STORAGE AREAS ARE ORDINARY HAZARD GROUP

2 AND ELECTRICAL AND MECHANICAL ROOMS ARE ORDINARY HAZARD FOR SPRINKLER HEAD

DENSITY.

8. TELECOM ROOMS SHALL HAVE STANDARD RESPONSE SPRINKLER HEADS W/ MECHANICAL GUARDS.

*SEE FP101 FOR FIRE RISER DIAGRAM

PIPE THRU FLOOR DETAIL2

1/2"

1/2"

FIRE RESISTANT SEALANT

PIPE RISER

PIPE SLEEVE

FLOOR OPENING

SCALE: NTS

EXIST WALL

PIPE SLEEVE

PIPE INSULATION

(IF PRESENT)

PIPE

MINERAL WOOL

INSIDEOUTSIDE

CAULK (TYP)

PIPE INSULATION

WITH JACKET

PIPE THRU WALL DETAIL 1

CAULK (TYP)

SCALE: NTS

SCALE: NOT TO SCALE

BELOW GRADE PIPE THROUGH WALL DETAIL3

FIRE RISER DOUBLE CHECK DETECTOR BACKFLOW DEVICE

EQUIPMENT TAG BASIS OF DESIGN MANUFACTURER MODEL MODEL SIZE VALVES REMARKS

DCDA -01 ZURN/WILKINS 350DA 4" GATE -

NOTE: DO NOT DAMAGE (E) SLAB REINFORCEMENT

NOTE: DO NOT DAMAGE (E) WALL REINFORCEMENT

RISER CLAMP

NOTE: DO NOT DAMAGE (E) WALL REINFORCEMENT

EXTERIOR SIDE OF WALL

RESILIENT

WATERPROOF

CAULKING

PIPE CENTERED

IN SLEEVE

STANDARD WEIGHT GAL.

STEEL PIPE SLEEVE

CHEMICAL ANCHOR

MODULAR TYPE WALL

PENETRATION SEAL

INTERIOR SIDE OF WALL

STAINLESS STEEL BOLTS,

NUTS & WASHERS IRON PIPE CLAMP

EXIST WALL

PIPE SLEEVE

FP

PIPING

MINERAL WOOL

INSIDEOUTSIDE

CAULK (TYP)

CONTINUATION

TO EXTERIOR

FIXTURE

SCALE: NOT TO SCALE

PIPE THROUGH EXTERIOR WALL DETAIL4

NOTE: DO NOT DAMAGE (E) WALL REINFORCEMENT

DEDUCTIVE ALTERNATES

THIS PROJECT INCLUDES THE FOLLOWING DEDUCTIVE ALTERNATES

DEDUCT ITEMS DESCRIPTION

D1

CRAWL SPACE

FIRE

SUPPRESSION

SYSTEM

THIS DEDUCT WILL REMOVE THE DRY PIPE SYSTEM IN THE CRAWL SPACE

FOR BUILDING 16. THIS DEDUCT WILL INCLUDE THE REMOVAL OF ALL

UNDER STRUCTURE SCH 40 DRY-PIPE SUPPRESSION SYSTEM TO INCLUDE

ALL ASSOCIATED ELECTRICAL AND SENSORS FOR THE DRY SYSTEM

COMPRESSOR. THIS DEDUCT ONLY APPLIES TO SUPPRESSION SYSTEM.

THIS DEDUCT DOES NOT EFFECT THE SERVICE ENTRY PIPING AND THE

FDC PIPING.

D2

ACM

ABATEMENT IN

CRAWL SPACE

THIS DEDUCT REMOVES FROM SCOPE THE 60MM EPDM AIRTIGHT

MEMBRANE TO BE PLACED OVER THE TOP OF EXPOSED SOIL SURFACES

AS CALLED OUT IN THE ENVIRONMENTAL SPECIFICATIONS AND BASIS OF

DESIGN.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

100% CONSTRUCTION

DOCUMENTS

06/25/2024

663A4-22-202UPGRADE FIRE SPRINKLER

IN B16

VA STATION AMERICAN LAKE

Revisions: Date:

35% SCHEMATIC DESIGN 2 SUBMISSION:

95% DESIGN DEVELOPMENT 2 SUBMISSION:

100% CONSTRUCTION DOCUMENT SUBMISSION:

01/12/24 03/04/24 04/01/24

FP001

FIRE PROTECTION GENERAL NOTES

AND ABBREVIATIONS

6/25/24

Issue Date 06/25/2024

A/E:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S.