Attachment 2 - 648-20-121-Drawings.pdf

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Z1PZ-- 648-20-121 Construct Campus Security Fence and Access Control (Vancouver) CAMERAS ONLY
Solicitation number
36C26026R0042
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About this file

These construction documents detail a campus security fence and access control project for the VA Portland Healthcare System in Vancouver, Washington. The project involves constructing approximately 71+/- stations of new perimeter fencing around the VA campus, including removing existing fencing, installing new security fencing with wrought iron-style panels, concrete barriers, multiple types of gates (swing, telescoping, and personnel), lighting, electrical infrastructure, and security communication systems.

The project scope includes multiple construction areas (Areas A through J) with specific requirements for vegetation removal, utility protection, traffic control, and site restoration. Key components include installing 22-foot area light poles, underground power and communication conduits, access control equipment, video surveillance systems, and gate operators. The design incorporates commercial PVC mesh on sections of the fence, anti-climb spikes, and careful coordination with existing campus utilities and buildings. The project is scheduled for construction in January 2025, with Blue Trident, LLC serving as the primary consultant and architect/engineer of record.

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Text version

LOCATION ON CAMPUS

PROPERTY LINE

ACCESS GATE

ACCESS GATE

PRINCIPAL IN CHARGE: Blue Trident, LLC Emmanuel (Manny) Bautista, PE*, F.SAME (206) 972-0645 PROJECT MANAGER: Blue Trident, LLC Brian Moll, PE, SE (206) 351-2217 ARCHITECT: Blue Trident, LLC Lauri Strauss, AIA, LEED AP BD&C (907) 317-5040 CIVIL ENGINEER: SBCC Daniel Kelley, PE (702) 202-6004 LANDSCAPE ARCHITECT: Osborn Pacific Group, Inc. Linda S. Osborn (206) 284-8865 ELECTRICAL ENGINEER: SAZAN Group Todd Thayer, PE (503) 416-2400 SURVEYOR: 1-Alliance Marcus Reedy (425) 408-1200 GEOTECHNICAL ENGINEER: TTL Associates, Inc. Christopher P. Iott, P.E. (419) 214-5020 COST ESTIMATOR: OCMI Heike Salewski (206) 395-9738

PROJECT TEAM

1. COORDINATE WITH ALL PLANS FOR CLARIFICATIONS OF

DEMOLITION SCOPE PRIOR TO PROCEEDING.

2. FIELD VERIFY AREA OF WORK. NOTIFY COR

IMMEDIATELY OF ANY DISCREPANCIES BETWEEN

DEMOLITION PLAN AND FIELD CONDITIONS.

3. ALL DEMOLISHED ELECTRICAL DEVICES NOT BEING

REUSED TO BE REMOVED AND TERMINATED AT THEIR

SOURCE. REFERENCE ELECTRICAL (E) DRAWING SHEETS

FOR INFO.

DEMOLITION NOTES:

1. THESE DRAWINGS ARE SUPPLIED TO THE CONTRACTOR AND

OTHERS FOR THEIR USE FOR THIS SPECIFIC PROJECT.

2. THE ORGANIZATION OF DOCUMENTS ARE NOT INTENDED TO

CONTROL THE DIVISION OF WORK. DIVISION OF WORK SHALL BE

THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

3. CONTRACTOR SHALL VERIFY DIMENSIONS, REQUIRED

CLEARANCES, AND POWER AND HVAC REQUIREMENTS FOR ALL

ITEMS. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO

COMMENCEMENT OF WORK.

4. DO NOT SCALE DRAWINGS; VERIFY ALL DIMENSIONS PRIOR TO

CONSTRUCTION.

5. VERIFY ALL ROUGH IN DIMENSIONS FOR ELECTRICAL

APPURTENANCES.

6. FIRE PROTECTION SYSTEM MUST REMAIN FULLY OPERATIONAL

DURING CONSTRUCTION.

7. CONTRACTOR SHALL PATCH AND REPAIR ALL FINISHES WHERE

DEMOLITION AND/OR NEW WORK IS TAKING PLACE. THIS

INCLUDES WALL SUBSTRATES AND FINISHES, CEILING MATERIALS

AND FINISHES, AND FLOOR SUBSTRATES AND FINISHES. WHERE

NOT INDICATED OTHERWISE, REPAIR SHALL MATCH ADJACENT

SUBSTRATE, MATERIALS, TEXTURE, PATTERN, COLOR, AND

FINISH. WHERE PATCHED AREA FINISHES DO NOT MATCH

EXACTLY, THE ENTIRE AREA SHALL BE REPAIRED / REPLACED /

REFINISHED TO PROVIDE A UNIFORM FINISH.

GENERAL NOTES:

PHASING PLAN:

1.

2.

3.

4.

5.

6.

7.

8.

1.

2.

1.

BUILDINGS WILL REMAIN OCCUPIED WHILE THE VA PERFORMS

NORMAL BUSINESS OPERATIONS THOUGHOUT THE DURATION

OF THIS PROJECT. SOME SCOPE ITEMS WILL NOT REQUIRE

SPECIFIC PHASING AS THEY CAN BE DONE WITHOUT

INTERRUPTING THE OPERATION OF THE FACILITY.

GENERAL NOTES:

CONTRACTOR SHALL PREPARE AND SUBMIT A PHASING

PLAN TO INCLUDE NARRATIVES AND PLANS TO FULLY

DESCRIBE THE WORK PROPOSED TO BE PERFORMED IN

EACH PHASE FOR APPROVAL PRIOR TO THE START OF ANY

PHASE OF WORK

PHASING PLAN SHALL INCLUDE THE LOCATION OF

TEMPORARY FENCING, GATES AND PROPOSED LAYDOWN

AREAS

A SECURE 7’ TEMPORARY FENCE WILL BE INSTALLED AND

MAINTAINED IN ANY AREAS WHERE THE EXISTING FENCE

IS DAMAGED OR REMOVED DURING CONSTRUCTION

ACTIVITIES

UNLESS OTHERWISE NOTED, EACH PHASE OR CYCLE OF

WORK SHALL BE STARTED AND COMPLETED IN A 90-DAY

WORK CYCLE TO MINIMIZE IMPACT TO THE FACILITY

CONSTRUCTION ACTIVITIES SHALL NOT INTERFERE WITH

OR OBSTRUCT EMERGENCY VEHICLE ACCESS TO FIRE

HYDRANTS UNLESS COORDINATED WITH THE COR.

DUST CONTROL IS CRITICAL AND MUST BE MAINTAINED AT

ALL TIMES DURING EXCAVATION, DEMOLITION AND

GRADING WITH EITHER CONTAINMENT OR APPLIED WATER

SPRAY

WORK CAN BE STOPPED BY THE VA IF INADEQUATE DUST

CONTROL IS OBSERVED

CONSIDERATION MUST BE MADE FOR NOISE AND

VIBRATION AROUND SENSITIVE FACILITIES AND MAY NEED

TO BE PERFORMED OFF HOURS IF COMPLAINTS ARE

RECEIVED OR IF DIRECTED BY THE COR.

LANDSCAPING (DEMO CLEAR&GRUB):

REFERENCE PHASING NOTE #3 REGARDING TEMP FENCING

REQUIREMENTS

LANDSCAPING, TREE PRUNING & REMOVAL, CLEAR & GRUB

CAN BE PERFORMED AHEAD OF CONSTRUCTION PHASES

AS LONG AS SECURITY FENCING CAN BE MAINTAINED

ELECTRICAL:

UTILITY LOCATE AND MARK-OUT TO BE COMPLETED PRIOR

TO ANY EXCAVATION

1. THIS PROJECT WILL CONSTRUCT A CAMPUS SECURITY FENCE SURROUNDING THE VANCOUVER CAMPUS. THE NEW FENCE WILL BE CONSTRUCTED WITH A CONCRETE MOW STRIP, ONE MOTORIZED VEHICLE GATE, ONE NON-MOTORIZED VEHICLE GATE, THREE

PERSONNEL GATES, AND REPLACE THE EXISTING 6-FOOT CHAIN-LINK FENCE.

2. A VEHICLE FORTIFICATION WILL BE INCLUDED FOR APPROXIMATELY 1100 LINEAR FEET OF PERIMETER FENCE ALONG FOURTH PLAIN BLVD. STARTING APPROXIMATELY 100-FEET EAST FROM THE NORTHWEST CORNER FOLLOWING THE PERIMETER EASTWARD.

THIS FORTIFICATION IS CONCRETE, 3-FEET TALL, AND SLOPED LIKE A JERSEY BARRIER ON THE FOURTH PLAIN BLVD SIDE.

FORTIFICATION TO BE DESIGNED TO STOP AN IMPACT FROM A 4000 LB VEHICLE TRAVELING 30MPH. THE INTENT IS FOR THE REPAIR OF

THIS TYPE OF IMPACT TO BE LIMITED TO SURFACE DAMAGE OF THE CONCRETE.

3. HEADLIGHT SCREENING IS INCLUDED FOR APPROXIMATELY 450-FEET WHERE POW/MIA ROAD GETS CLOSE TO FOURTH PLAIN

BLVD.

4. CAMERA SYSTEM FOR THE WHOLE PERIMETER FENCE WILL USE DESIGNED RACEWAYS.

ALTERNATES:

1. ALTERNATE NO. 1 - PROVIDE NEW ENTRY DOORS, FRAMES AND HARDWARE AT BUILDING 3 AND 4 WITH ELECTRONIC LOCKS AND

CARD READERS TIED INTO THE EXISTING SECURITY SYSTEM.

2. ALTERNATE NO. 2 - INCLUDE BOTH THE EIGHT ADDITIONAL TREES AND THEIR ASSOCIATED WHEEL STOPS.

THE BID FOR THIS ALTERNATE SHOULD BE ITEMIZED ON A PER-UNIT BASIS, WITH EACH UNIT COMPRISING ONE TREE AND FOUR WHEEL STOPS, INCLUSIVE OF MATERIAL AND LABOR COSTS. THE COR WILL DIRECT THE CONTRACTOR TO SUPPLY ANYWHERE FROM

0 TO X NUMBER OF UNITS AS NEEDED.

SCOPE OF WORK:

1/ 2' 0'

1' 4'

4' 8'

4' 2'

2'

1/ 8' 0'

1' 0' 0'

1/ 4' 0'

1' 2'

1' 1/ 2'

2' 1/ 2'

1' 0'

3' 0'

1'

3/ 8' 0'

1'

2' 4'

1/ 2' 0'

2'

1/ 2'

1' 3'

6' 0'

1/ 4"

1/ 2"

8' 8'

1/ 0'

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

FENCE

Sheet of 47

MOD P0005 ISSUED FOR CONSTRUCTION

C :\U se rs \la ur i\O ne D riv e\ d2 L- Pr oj ec ts \2 7- 1_

VA

M C -C am pu s Se cu rit y Fe nc e\ -D

ES

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1/ /2 2:

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PM

G100

COVER SHEET

BLUE TRIDENT, LLC

7829 NE Esperione LN Bainbridge Island, WA 98110

(206) 972-0645

Campus Security Fence and Access Control

VANCOUVER CAMPUS

648-20-121

1/28/2025 bem lms

Construct Campus Security Fence and Access Control (Vancouver)

DEPARTMENT OF VETERANS AFFAIRS

VA PORTLAND HEALTHCARE SYSTEM

PROJECT # 648-20-121

DRAWING INDEX

# SHEET NAME SHEET DESCRIPTION

SI100 Supplemental Information - Clark College Replacement Tree Locations

1 G100 COVER SHEET

2 G101 CIVIL - NOTES & ABBREVIATIONS

3 VB101 SITE SURVEY

4 CV001 CIVIL - GEOMETRIC CONTROL

5 CD001 CIVIL - EXISTING FENCE & DEMOLITION PLAN

6 CS010 CIVIL SITE PLAN - AREA A

7 CS011 CIVIL SITE PLAN - AREA B&C

8 CS012 CIVIL SITE PLAN - AREA D

9 CS013 CIVIL SITE PLAN - AREA E

10 CS014 CIVIL SITE PLAN - AREA F

11 CS015 CIVIL SITE PLAN - AREA G

12 CS016 CIVIL SITE PLAN - AREA H

13 CS017 CIVIL SITE PLAN - AREA J

14 CD501 CIVIL DETAILS 1

15 CD502 CIVIL DETAILS 2

16 CD503 CIVIL DETAILS 3

17 LD010 VEGETATION REMOVAL PLAN - AREA A

18 LD011 VEGETATION REMOVAL PLAN – AREAS B & C

19 LD012 VEGETATION REMOVAL PLAN – AREA D

20 LD013 VEGETATION REMOVAL PLAN – AREA E

21 LD014 VEGETATION REMOVAL PLAN – AREA F

22 LD015 VEGETATION REMOVAL PLAN – AREA G

23 LD016 VEGETATION REMOVAL PLAN – AREA H

24 LD017 VEGETATION REMOVAL PLAN – AREA J

25 LP100 TREE REPLACEMENT PLAN

26 EG001 GENERAL NOTES, ABBREVIATIONS AND INDEX

DRAWING INDEX

# SHEET NAME SHEET DESCRIPTION

27 EL010 ELECTRICAL LIGHTING AREA A

28 EL011 ELECTRICAL LIGHTING AREA B & C

29 EL012 ELECTRICAL LIGHTING AREA D

30 EL013 ELECTRICAL LIGHTING AREA E

31 EL014 ELECTRICAL LIGHTING AREA F

32 EL015 ELECTRICAL LIGHTING AREA G

33 EL016 ELECTRICAL LIGHTING AREA H

34 EL017 ELECTRICAL LIGHTING AREA J

35 EY010 ELECTRICAL SECURITY AREA A

36 EY011 ELECTRICAL SECURITY AREA B & C

37 EY012 ELECTRICAL SECURITY AREA D

38 EY013 ELECTRICAL SECURITY AREA E

39 EY014 ELECTRICAL SECURITY AREA F

40 EY015 ELECTRICAL SECURITY AREA G

41 EY016 ELECTRICAL SECURITY AREA H

42 EY017 ELECTRICAL SECURITY AREA J

43 EY018(FOUO) ELECTRICAL POWER - BUILDING 3

44 EY019(FOUO) ELECTRICAL POWER - BUILDING 4

45 EL501 ELECTRICAL LIGHTING DETAILS

46 EY501(FOUO) ELECTRICAL SECURITY DETAILS

47 EP601 ELECTRICAL PANEL SCHEDULES

1Revisions: Date:

1. ALL EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPS) SHALL BE

CONSTRUCTED IN ACCORDANCE WITH A COR-APPROVED CONSTRUCTION SWPPP AND

EROSION CONTROL DETAILS, PRIOR TO START OF ANY CONSTRUCTION OR LAND

DISTURBING ACTIVITY.

GENERAL STORM WATER CONSTRUCTION NOTES:

1. DATUM NAD83, WASHINGTON STATE PLANE, SOUTH ZONE, US FOOT. VERTICAL DATUM IS

NAVD88. NORTHING/EASTING COORDINATES ARE IN US SURVEY FEET.

2. PROJECT LIMIT LINES SHOWN ON THE DRAWINGS DEPICT GENERAL PROJECT LOCATION

AROUND THE CAMPUS PERIMETER AND DOES NOT AUTHORIZE WORK IN PUBLIC

RIGHT-OF-WAY. LIMITS OF CONSTRUCTION SHALL BE WITHIN 20 FEET OF THE EXISTING

FENCELINE AND/OR PROPERTY LINE. ALL EXISTING ASSETS TO REMAIN WITHIN THE LIMITS

OF CONSTRUCTION SHALL BE PROTECTED-IN-PLACE. CLARIFICATIONS WILL BE SUBMITTED

IN WRITING BY THE CONTRACTOR FOR COR APPROVAL. DISTURBED AREAS SHALL BE

RE-SEEDED OR RESTORED ACCORDING TO PROJECT SPECIFICATIONS.

3. EXISTING UTILITIES ARE SHOWN ON THE PLANS ACCORDING TO RECORD DRAWINGS. THE

CONTRACTOR SHALL POT HOLE OR HAND DIG IN AREAS WHERE UTILITY LOCATES INDICATE

AN UNDERGOUND UTILITY EXISTS AND VERIFY THE LOCATION OF ALL EXISTING UTILITIES

PRIOR TO FENCING DEMOLITION AND/OR CONSTRUCTION.

4. AT THE END OF EACH WORKDAY THE CONTRACTOR SHALL CLEAN THE PROJECT AREA AND

LEAVE IT IN A NEAT AND SECURED MANNER. UPON COMPLETION, THE CONTRACTOR SHALL

LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIAL.

5. FOLLOWING COMPLETION OF THE "DIG PERMIT" LOCATES, CONTRACTOR WILL NOTIFY

LOCAL UTILITIES WHERE EXISTING SERVICES CROSS UNDER THE NEW FENCELINE.

6. COR SHALL NOTIFY PUBLIC UTILITIES (GAS, PHONE, ELECTRIC, CABLE TV, ETC.) THAT ARE

IMPACTED BY PLACEMENT OF THE NEW FENCELINE TO MAKE ALL NECESSARY

ADJUSTMENTS TO RESPECTIVE FACILITIES.

7. THE CONTRACTOR SHALL PROTECT-IN-PLACE ALL EXISTING ASSETS WITHIN THE PROJECT

LIMITS TO INCLUDE FENCING, CURBS/GUTTERS/SIDEWALKS, VEGETATION, PAVED AREAS,

BUILDINGS AND THEIR FOUNDATIONS, ETC., AND ITEMS INDICATED ON THE PLANS. DAMAGE

TO EXISTING ASSETS BY THE CONTRACTOR OR ASSOCIATED SUBCONTRACTORS SHALL BE

REPAIRED AT THE EXPENSE OF THE CONTRACTOR.

8. SIDEWALK WIDTHS ARE MEASURED FROM BACK OF CURB TO THE BACK OF SIDEWALK, AND

HAVE A MAXIMUM 1.9% CROSS SLOPE.

9. TRACKING ON ROADWAYS SHALL BE CLEANED THOROUGHLY IMMEDIATELY AFTER

TRACKING OCCURS WITH A HIGH EFFICIENCY SWEEPER. SOIL DEPOSITS SHALL BE

REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND SHALL BE TRANSPORTED TO A

CONTROLLED SEDIMENT DISPOSAL AREA. TRENCHES SHALL BE TOPPED AND MAINTAINED

WITH CLEAN ROCK UNTIL PAVING OCCURS. APPLY COLD-PATCH TO FILLED ROADWAY OR

PARKING LOT TRENCHES IF PAVING CAN NOT BE PLACED WITHIN 24 HOURS.

10. CONTRACTOR SHALL PHOTOGRAPH THE PROJECT SITE PRIOR TO AND FOLLOWING

CONSTRUCTION AND PROVIDE AN ELECTRONIC COPY OF THESE PHOTOS TO THE COR PER

THE REQUIREMENTS IN SPECIFICATION SECTION 01 00 00.

11. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL INCLUDING ALL TEMPORARY

TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD) AND FOLLOW THE TRAFFIC CONTROL PLAN AND

SPECIFICATIONS. IN ADDITION:

A. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO COR FOR APPROVAL

PRIOR TO CONSTRUCTION.

B. AT LEAST ONE LANE OF VEHICLE ACCESS SHALL BE MAINTAINED AT ALL TIMES UNLESS

OTHERWISE APPROVED BY COR. IF ACCESS IS IMPEDED (I.E. LANE CLOSURE OR

REDUCTION OF TRAFFIC FLOW TO A SINGLE LANE) FLAGGERS WITH

WASHINGTON-STATE TRAFFIC CONTROL CERTIFICATION SHALL BE USED AT A MINIMUM.

C. IF A ROAD MUST BE CLOSED, CONTRACTOR SHALL OBTAIN COR APPROVAL IN

ACCORDANCE WITH THE APPROVED TRAFFIC CONTROL PLAN, AND THE WORK MUST

OCCUR OVER A WEEKEND.

D. PARKING SHALL NOT BE IMPACTED TO THE MAXIMUM EXTENT POSSIBLE TO THE

SATISFACTION OF THE COR.

E. OPEN TRENCHES SHALL BE PLATED WHEN NOT BEING WORKED ON.

F. FIRE HYDRANTS SHALL NOT BE BLOCKED OR USED WITHOUT COR APPROVAL.

G. COR MAY IMPOSE ADDITIONAL REQUIREMENTS ON TRAFFIC CONTROL TO FACILITATE

MOVEMENT AND ACCESS.

H. ADA PATHS OF TRAVEL SHALL NOT BE BLOCKED UNLESS AN ALTERNATE COMPLIANT

PATH IS IDENTIFIED AND MARKED WITH SIGNS DURING CONSTRUCTION. THIS SHALL BE

INCORPORATED INTO THE TRAFFIC CONTROL PLAN.

CIVIL GENERAL NOTES:

1. CONTRACTOR WILL BE RESPONSIBLE FOR PREPARING AND SUBMITTING A DETAILED

PROJECT WORK SCHEDULE TO THE VA FOR APPROVAL AND SHALL IDENTIFY AND SECURE

CONSTRUCTION STAGING LOCATIONS. AVAILABLE SPACE AT THE VA FACILITY, INCLUDING

PARKING AND DRIVE AREAS, IS HIGHLY CONSTRAINED AND IMPACTS ARE TO BE MINIMIZED

TO THE FULLEST EXTENT PRACTICAL TO THE SATISFACTION OF THE CO OR COR. ALL

IMPACTS ARE TO BE COORDINATED WITH THE COR AT LEAST THREE (3) WEEKS PRIOR TO

START OF WORK.

2. CONTRACTOR IS RESPONSIBLE FOR SECURITY OF ALL MATERIAL AND EQUIPMENT.

3. TRAFFIC AND PARKING SHALL NOT BE BLOCKED BEYOND 50 FEET OF ITEMS UNDER

CONSTRUCTION WITHOUT COR APPROVAL.

4. CONTRACTOR MUST RESTORE STAGING AREA BACK TO THE ORIGINAL OR BETTER

CONDITIONS PRIOR TO PROJECT COMPLETION.

5. CONTRACTOR MUST COORDINATE WITH THE COR AND OTHER CONTRACTORS USING THIS

AREA.

6. EQUIPMENT WILL NOT BE LEFT WITHIN THE WORK AREA IF WORK DOES NOT OCCUR WITHIN

48 HOURS.

STAGING NOTES:

ENGINEER ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS AND

ELEVATIONS. EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATIONS AND ELEVATIONS OF ALL

UTILITIES, INCLUDING BUT NOT LIMITED TO, THE WATER, FIRE, SANITARY SEWER, STORM

SEWER, COMMUNICATIONS, POWER, GAS, AND IRRIGATION PRIOR TO THE COMMENCEMENT

OF CONSTRUCTION. IF CONFLICTS ARE ENCOUNTERED IN THE FIELD, THE CONTRACTOR IS TO

NOTIFY THE COR IMMEDIATELY.

LOCATION OF UNDERGROUND UTILITIES

GENERAL ABBREVIATIONS

& AND

∠ ANGLE

° DEGREES

Δ DELTA

Ø DIAMETER

" INCH(ES)

' FOOT / FEET

A/C AIR CONDITIONING

A/E ARCHITECT / ENGINEER

AB ANCHOR BOLT

ABAN ABANDON(ED)

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ACP ASBESTOS CEMENT PIPE

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

AGG AGGREGATE

ALT ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

APPD APPROVED

APN ASSESSOR PARCEL NUMBER

APPROX APPROXIMATE

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

ASME AMERICAN SOCIETY MECHANICAL

ENGINEERS

ASPE AMERICAN SOCIETY PLUMBING

ENGINEERS

ASPH ASPHALT

ASSN ASSOCIATION

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AUX AUXILIARY

AVE AVENUE

AWG AMERICAN WIRE GAUGE

BC BACK OF CURB

BCR BEGINNING OF CURB RETURN

BE BELL END

BLDG BUILDING

BLM BUREAU OF LAND MANAGEMENT

BLVD BOULEVARD

BM BENCHMARK

BOT BOTTOM

BP BEGINNING POINT

BRG BEARING

BV BALL VALVE

BVC BEGINNING OF VERTICAL CURVE

BW BOTH WAYS

C&G CURB & GUTTER

CATV CABLE TELEVISION

CB CATCH BASIN

CCTV CLOSED CIRCUIT TELEVISION

CF CUBIC FEET

CFS CUBIC FEET PER SECOND

CHDPEP CORRUGATED HIGH DENSITY

POLYETHYLENE PIPE

CI CURB INLET

CIP CAST IRON PIPE

CIPP CURED-IN-PLACE PIPE

CIR CIRCLE

℄ CENTERLINE

CL2 CHLORINE

CLR CLEAR

CLSM CONTROLLED LOW-STRENGTH

MATERIAL

CM CENTIMETER

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COMM COMMUNICATION

CON CONCENTRIC

CONC CONCRETE

CONST CONSTRUCT / CONSTRUCTION

CONT CONTINUE OR CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER'S REP

CPLG COUPLING

CPVC CHLORINATED POLYVINYL

CHLORIDE PIPE

CT COURT

CTR CENTER

CTV CABLE TELEVISION

CU CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CY CUBIC YARD

CYL CYLINDER

DCSWCS DESIGN AND CONSTRUCTION

STANDARDS FOR WASTEWATER

COLLECTION SYSTEMS, LATEST

EDITION

DEMO DEMOLITION

DEPT DEPARTMENT

DEV DEVELOPMENT

DG DECOMPOSED GRANITE

DI DROP INLET

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DIV DIVISION

DL DEAD LOAD

DR DRIVE

DTL DETAIL

DWG DRAWING

DWY DRIVEWAY

E EAST / EASTING

EA EACH

ECC ECCENTRIC

ECR END OF CURB RETURN

EF EACH FACE

EFF EFFLUENT

EG EXISTING GRADE

ELEC ELECTRICAL

ELEV ELEVATION

EMBK EMBANKMENT

ENGR ENGINEER

EOP EDGE OF PAVEMENT

EP ENDING POINT

EPA ENVIRONMENTAL PROTECTION

AGENCY

EQUIP EQUIPMENT

ESMT EASEMENT

EST ESTIMATE

EVC END OF VERTICAL CURVE

EW EACH WAY

EX EXISTING

EXC EXCAVATE

FABR FABRICATION / FABRICATED

FC FACE OF CURB

FD FLOOR DRAIN

FEMA FEDERAL EMERGENCY

MANAGEMENT AGENCY

FF FINISH FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIG FIGURE

FL FLOW LINE

FLG FLANGE

FM FORCE MAIN

FND FOUND

FO FIBER OPTIC

FPC FLEXIBLE PIPE COUPLING

FPM FEET PER MINUTE

FPVC FUSIBLE POLYVINYL CHLORIDE

FPS FEET PER SECOND

FRP FIBERGLASS REINFORCED

POLYMER

FT FOOT / FEET

FTG FOOTING

FUT FUTURE

GA GAUGE

GAS NATURAL GAS

GAL(S) GALLON

GALV GALVANIZED

GB GRADE BREAK

GC GENERAL CONTRACTOR

GIS GEOGRAPHIC INFORMATION

SYSTEM

GND GROUND

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GRD GRADE

GM GRAVITY MAIN

GV GATE VALVE

HDPE HIGH DENSITY POLYETHYLENE

HEX HEXAGONAL

HH HAND HOLE

HORIZ HORIZONTAL

HP HIGH POINT

HPI HORIZONTAL POINT OF

INTERSECTION

HR HOUR

HT HEIGHT

HWL HIGH WATER LEVEL

HWY HIGHWAY

ICC INTERNATIONAL CODE COUNCIL

ID INSIDE DIAMETER

IN INCH(ES)

INF INFLUENT

INST INSTALL

INV INVERT

IP IRON PIPE

IRR IRRIGATION

JB JUNCTION BOX

K KIPS

KG KILOGRAM

KM KILOMETER

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

L LEFT

LAT LATERAL

LB POUND

LEN LENGTH

LF LINEAR FEET (FOOT)

LL LANE LINE

LP LOW POINT

LT LIGHT

LWL LOW WATER LEVEL

M METER

MAX MAXIMUM

MEAS MEASUREMENT

MECH MECHANICAL

MFR MANUFACTURER

MG MILLION GALLONS

MGD MILLION GALLONS PER DAY

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

ML MORTAR LINED

MLC MORTAR LINED & COATED

MM MILLIMETER

MON MONUMENT

MSDS MATERIAL SAFETY DATA SHEET

MU MASONRY UNIT

MW MONITORING WELL

N NORTH / NORTHING

N/A NOT APPLICABLE

NAOCL SODIUM HYPOCHLORITE

NATL NATIONAL

NAVD NORTH AMERICAN VERTICAL

DATUM

NBC NATIONAL BUILDING CODE

NIC NOT IN CONTRACT

NO NUMBER

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

NWL NORMAL WATER LEVEL

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFSET

OH OVERHEAD

OHP OVERHEAD POWER

OHT OVERHEAD TELEPHONE

ORIG ORIGINAL

OSHA OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

OS&Y OUTSIDE SCREW AND YOKE

OZ OUNCE

P POLE

P&ID PROCESS AND INSTRUMENTATION

DIAGRAM

PB PULL BOX

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PCF POUNDS PER CUBIC FOOT

PCP POLYMER CONCRETE PIPE

PE POLYETHYLENE

PERM PERMANENT

PERP PERPENDICULAR

PI POINT OF INTERSECTION

PIP POURED IN PLACE

⅊ PROPERTY LINE

PL PLATE

PLS PROFESSIONAL LAND SURVEYOR

PO PUSH-ON

POT POINT OF TANGENCY

PP POWER POLE

PPM PARTS PER MILLION

PRC POINT OF REVERSE CURVATURE

PRELIM PRELIMINARY

PROJ PROJECT

PROP PROPOSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PVI POINT OF VERTICAL INTERSECTION

PVC POLYVINYL CHLORIDE PIPE

PVMT PAVEMENT

PWR POWER

Q RATE OF FLOW

QTR QUARTER

QTY QUANTITY

R RIGHT

RAD RADIUS

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD

RECT RECTANGULAR

REF REFERENCE

REINF REINFORCED

REL RELOCATE(D)

REM REMOVE(D)

REQD REQUIRED

RES RESIDENTIAL

RET RETURN

REV REVISION

RP RADIUS POINT

RPM REVOLUTIONS PER MINUTE

RPS REVOLUTIONS PER SECOND

RR RAILROAD

RTC REGIONAL TRANSPORTATION

COMMISSION OF SOUTHERN

NEVADA

R/W RIGHT-OF-WAY

S SOUTH

SCH SCHEDULE

SD STORM DRAIN

SDWK SIDEWALK

SDMH STORM DRAIN MANHOLE

SDS SAFETY DATA SHEETS

SECT SECTION

SEG SEGMENT

SF SQUARE FOOT

SY SQUARE YARD

SHT SHEET

SID SPECIAL IMPROVEMENT DISTRICT

SNWA SOUTHERN NEVADA WATER

AUTHORITY

SPEC(S) SPECIFICATION(S)

SQ IN SQUARE INCH

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

SST STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

STL STEEL

STLT STREET LIGHT

STRUCT STRUCTURE / STRUCTURAL

SUPP SUPPLEMENT(AL)

SWPPP STORM WATER POLLUTION

PREVENTION AND PLAN

SY SQUARE YARD

SYM SYMBOL

TAN TANGENT

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPORARY

THK THICK(NESS)

THRD THREAD(ED)

THRU THROUGH

TMH TOP OF MANHOLE

TOP TOP OF PIPE

TP TELEPHONE POLE

TS TRAFFIC SIGNAL

TV TELEVISION

TYP TYPICAL

UDACS UNIFORM DESIGN AND

CONSTRUCTION STANDARDS FOR

WATER DISTRIBUTION SYSTEMS,

LATEST EDITION

UFC UNIFORM FIRE CODE

UG UNDERGROUND

UGP UNDERGROUND POWER

UGT UNDERGROUND TELEPHONE

UL UNDERWRITERS LABORATORIES

UNK UNKNOWN

UP UTILITY POLE

UPC UNIFORM PLUMBING CODE

UPRR UNION PACIFIC RAILROAD

USGS UNITED STATES GEODETIC SURVEY

UTIL UTILITY(IES)

VAR VARIES

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VEL VELOCITY

VERT VERTICAL

VG VALLEY GUTTER

VOL VOLUME

W WEST

W/ WITH

WACS WASHINGTON COORDINATE

SYSTEM

WADOT WASHINGTON DEPARTMENT OF

TRANSPORTATION

W/O WITHOUT

WL WATER LINE

WLD WELDED

WM WATER METER

WP WORKING POINT

WS WATER SURFACE

WSP WELDED STEEL PIPE

WT WEIGHT

WTR WATER

WV WATER VALVE

YCO YARD CLEANOUT

YH YARD HYDRANT

YLD YIELD

G101

CIVIL - NOTES & ABBREVIATIONS

KEY NOTE SYMBOL

11 IDENTIFICATION DEVICE INDICATOR

KEYNOTE INDICATOR

DETAIL INDICATOR

DIMENSION

A

MATCHLINE

MATCHLINE

SEE

XX/XXX

REVISION INDICATOR (SHOWN WITH CLOUD)

DETAIL NUMBER

REFERENCE DRAWING NUMBER

SECTION NUMBER

REFERENCE DRAWING NUMBER

LEVEL LINE, CONTROL POINT, OR DATUM

KEYNOTE INDICATOR, LEVEL 2

KEYNOTE INDICATOR, LEVEL 3

DRAWING TITLE BLOCK

PLAN

CD1

NOT TO SCALE

GRAPHIC SCALE AND NORTH ARROW

EXISTING FENCE

C C EXISTING COMMUNICATIONS LINE

P P EXISTING

ELECTRICAL/COMMUNICATIONS LINE

SS EXISTING SANITARY SEWER PIPE

W W W W W EXISTING DOMESTIC WATER PIPE

EXISTING GAS LINE

EXISTING STORM DRAIN PIPE

CONCRETE

ASPHALT

AA

SECTION CUT SYMBOL

D

W

I

E

T

GAS GAS

SD

EXISTING TREE

EXISTING DROP INLET

EXISTING FIRE HYDRANT

EXISTING STREET LIGHT

EXISTING WATER MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING IRRIGATION BOX

EXISTING ELECTRICAL PULL BOX

EXISTING COMMUNICATIONS PULL BOXNEW EXISTING

LANDSCAPE

BUILDING

NEW FENCE

SYMBOLS LEGEND

S&B CHRIST CONSULTING, LLC.

9555 HILLWOOD DRIVE, #160

LAS VEGAS, NV 89134

(702) 202-6004

POC: CHRIS MONTOYA, PE

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

FENCE

Sheet: of:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE, ISLAND, WA 98110

206-972-0645

Campus Security Fence and Access Control

VANCOUVER CAMPUS

648-20-121

DFK KM

Revisions: Date: 47

P:

\P ro je ct s\

Bl ue

T rid en t -

T O

C on st ru ct

C am pu s

Se cu rit y

Fe nc e\ En gi ne er in g\ D ra w in gs

\P ro du ct io n

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AL

.d w g

3/

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MOD P0005

ISSUED FOR CONSTRUCTION

24014515

PROFESSIONAL ENGIN

EE

R

ST

ATE OF WASHINGTON

R EG I STE R ED

DA

NIEL F. KELLEY

NORTH

CD1

CD1

CD1

SCALE IN FEET

1" = 10'

0 1010 20

28 JAN 2025

Mod P0005 Issued for Construction

STA:10+00.0

N: 118871.65

E: 1089885.50

STRM

SL

SL

PL

PL

PL

PL

PL

PL

P L

P L

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PL

PL

PL

PL

PL

P L

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PL

PL

PL

P L

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PL

P L

PL

PL

PL

P L

PL

PL

P L

PL

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BLDG 17

BLDG 26

BLDG 24

BLDG 18

BLDG 2

BLDG 3

BLDG 4

BLDG 5

BLDG 22

BLDG 16

BLDG 25

BLDG 1

BLDG 11

BLDG 15

BLDG 19

BLDG 20

BLDG 14

BLDG 21

BLDG 28

BLDG 12

CENTRAL PARK PLACE

(SRO)

BP: 9+00.00

N: 118962.86

E: 1089926.51

EP: 72+48.00

N: 118854.82

E: 1090000.97

PI: 21+06.98

N: 117862.04 E: 1089431.53

PI: 41+11.00

N: 118242.19 E: 1087706.31

PI: 50+27.61

N: 119077.99 E: 1088082.61

PI: 23+20.18

N: 117725.38 E: 1089267.89

PI: 24+07.11

N: 117720.41

E: 1089190.09

PI: 23+60.51

N: 117734.24

E: 1089228.54

PI: 23+68.26

N: 117740.16 E: 1089223.54

PI: 25+69.41

N: 117599.52

E: 1089107.56

PI: 24+15.07

N: 117713.69

E: 1089194.35

PI: 24+55.07

N: 117673.69 E: 1089194.58

PI: 62+81.87

N: 119081.80

E: 1089250.34

PI: 63+74.13

N: 119046.25 E: 1089335.21

PI: 64+67.20

N: 118960.60

E: 1089316.65

PI: 64+75.85

N: 118952.71

E: 1089313.12

PI: 65+49.85

N: 118919.88 E: 1089379.44

PI: 63+95.71

N: 119026.41 E: 1089343.67

PI: 64+59.71

N: 118968.06

E: 1089317.37

PI: 66+34.03

N: 118996.64 E: 1089413.98

PI: 66+49.28

N: 118990.54 E: 1089427.96

PI: 66+73.31

N: 119001.04 E: 1089449.57

PI: 67+22.78

N: 118984.61 E: 1089496.23

PI: 67+56.85

N: 118988.84 E: 1089530.04

PI: 71+19.74

N: 118873.32

E: 1089874.06

PI: 51+76.54

N: 119162.90

E: 1088204.96

PI: 51+92.56

N: 119171.25

E: 1088218.64

PI: 62+97.90

N: 119074.49

E: 1089264.60

PI: 63+26.13

N: 119061.60 E: 1089289.73

PC: 53+61.57

N: 119246.63 E: 1088369.90

PT: 56+93.82

N: 119269.00 E: 1088692.89

CV001

CIVIL - GEOMETRIC CONTROL

S&B CHRIST CONSULTING, LLC.

9555 HILLWOOD DRIVE, #160

LAS VEGAS, NV 89134

(702) 202-6004

POC: CHRIS MONTOYA, PE

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

FENCE

Sheet: of:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE, ISLAND, WA 98110

206-972-0645

Campus Security Fence and Access Control

VANCOUVER CAMPUS

648-20-121

DFK KM

Revisions: Date: 47

P:

\P ro je ct s\

Bl ue

T rid en t -

T O

C on st ru ct

C am pu s

Se cu rit y

Fe nc e\ En gi ne er in g\ D ra w in gs

\P ro du ct io n

D ra w in gs \0

8-

C -C

IV

IL

.d w g

3/

/2

:2

PM

1/28/2025

MOD P0005

ISSUED FOR CONSTRUCTION

24014515

PROFESSIONAL ENGIN

EE

R

ST

ATE OF WASHINGTON

R EG I STE R ED

DA

NIEL F. KELLEY

NEW FENCE LAYOUT

SCALE:

F3 1"=80'

160'80' 40' 80'

Scale: 1" = 80'

NORTH

PL

PL

PL

P L

P L

PL

PL

PL

PL

PL

PL

PL

P L

P L

PL

PL

PL

PL

PL

PL

PL

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

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P L

P L

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P L

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P L

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P L

P L

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P L

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P L

P L

P L

P L

P L

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P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

P L

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P L

P L

PL

PL

PL

P L

PL

PL

P L

PL

PL

PL

P L

PL

PL

P L

PL

PL

P L

PL

PL

E

BLDG 17

BLDG 26

BLDG 24

BLDG 18

BLDG 2

BLDG 3

BLDG 4

BLDG 5

BLDG 22

BLDG 16

BLDG 25

BLDG 1

BLDG 11

BLDG 15

BLDG 19

BLDG 20

BLDG 14

BLDG 21

BLDG 28

BLDG 12

CENTRAL PARK PLACE

(SRO)

MARINE CORPS DRIVE

COAST GUARD STREET

AR

M

Y

AV

EN

UE

AI

R

FO

RC

E W

AY

NAVY LANE

NATIONAL GUARD STREET

PO

W

/M

IA

R O

AD

E. 4TH PLAIN BLVD (PUBLIC)

FORT VANCOUVER WAY (PUBLIC)

E. 4TH PLAIN BLVD (PUBLIC)

EX FENCING TO BE REMOVED

EX FENCING TO BE REMOVED

EX FENCING TO BE REMOVED

EX FENCING TO BE REMOVED

EX FENCING TO BE REMOVED

EX FENCING TO BE REMOVED

ADJACENT FENCING TO REMAIN

SEE DEMOLITION NOTE 3

ADJACENT FENCING TO REMAIN

SEE DEMOLITION NOTE 3

ADJACENT FENCING TO REMAIN

SEE DEMOLITION NOTE 3

ADJACENT FENCING TO REMAIN

SEE DEMOLITION NOTE 3 ADJACENT FENCING TO REMAIN

SEE DEMOLITION NOTE 3

ADJACENT FENCING TO REMAIN

SEE DEMOLITION NOTE 3

ADJACENT FENCING TO REMAIN

SEE DEMOLITION NOTE 3

ADJACENT FENCING TO REMAIN

SEE DEMOLITION NOTE 3

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

EX ABANDONED POWER POLE

TO BE REMOVED

EX ABANDONED POWER POLE

TO BE REMOVED

DEMOLISH EXISTING SIDEWALK

DEMO EX CURB

EX "A" CURB

EX "A" CURB

REMOVE EXISTING

CONCRETE SIDEWALK

RESTORE AREA TO

MATCH EXISTING

MULCH LANDSCAPING

EXISTING PAVEMENT

PROTECT IN PLACE

EXISTING SIDEWALK

PROTECT IN PLACE

CD001

CIVIL - EXISTING FENCE & DEMOLITION PLAN

S&B CHRIST CONSULTING, LLC.

9555 HILLWOOD DRIVE, #160

LAS VEGAS, NV 89134

(702) 202-6004

POC: CHRIS MONTOYA, PE

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

FENCE

Sheet: of:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE, ISLAND, WA 98110

206-972-0645

Campus Security Fence and Access Control

VANCOUVER CAMPUS

648-20-121

DFK KM

Revisions: Date: 47

P:

\P ro je ct s\

Bl ue

T rid en t -

T O

C on st ru ct

C am pu s

Se cu rit y

Fe nc e\ En gi ne er in g\ D ra w in gs

\P ro du ct io n

D ra w in gs \0

8-

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IV

IL

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3/

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PM

1/28/2025

MOD P0005

ISSUED FOR CONSTRUCTION

24014515

PROFESSIONAL ENGIN

EE

R

ST

ATE OF WASHINGTON

R EG I STE R ED

DA

NIEL F. KELLEY

160'80' 40' 80'

Scale: 1" = 80'

NORTH

DEMOLITION NOTES:

1. EXISTING PERIMETER CHAIN LINK FENCE FROM STA: 10+00 TO

STA: 71+35 AND FOOTINGS TO BE REMOVED AND DISPOSED

OFFSITE.

2. UNLESS OTHERWISE NOTED, FENCING ADJACENT TO PERIMETER

FENCING TO BE PROTECTED IN PLACE.

3. WHERE NEW FENCING TERMINATES ADJACENT TO EXISTING

FENCING, ADJUST EXISTING FENCE POSTS TO LEAVE A GAP OF

NO MORE THAN 6-INCHES BETWEEN NEW AND EXISTING

FENCING SECTIONS. SEE DTL 2, DWG CD503 FOR DETAILS OF

EXISTING FENCE DEMOLITION AND REPLACEMENT AT THESE

LOCATIONS.

J

J

J

J

J

J

J

J J

SIGN

SIGN

SIGN

STRM

SIGN

SIGN

SL

SL

E 4TH PLAIN BLVD

(PUBLIC)

BLDG 26

BLDG 2

BLDG 18

+0

+0

+0

62+00

63+00

+0

65+00

+0

67+00

68+00

69+00

70+00

71+00

AR

M

Y

AV

EN

UE

LOT 21

PARKING FOR BLDG 26

(216) (217)

(214)

(215)

(210) (211) (212) (213)

(212) (21 3)

(2

(2

(2

(2

(211)

(207)

(208)

(2

(210)

(207)

(208)

(2

(2

(2

(2

(213)

(214)

(215)

EX BUSSHELTER

37.0' 3.5'

EX SIDEWALK

EX WELCOME SIGN

EX SIDEWALK

EX SIDEWALK

PROPERTY LINE

EX FENCE PROTECT IN PLACE

PROPERTY LINE

PROPERTY LINE

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS ELECTRICAL ITEMS

SHOWN FOR REFERENCE

ELECTRICAL ITEMS

SHOWN FOR REFERENCE

ELECTRICAL ITEMS

SHOWN FOR REFERENCE

ELECTRICAL ITEMS

SHOWN FOR REFERENCE

STA:62+97.9

END CONCRETE TRANSITION BARRIER

BEGIN CONCRETE MOW STRIP

PER DETAIL 5, CD501

STA: 62+81.9

END CONCRETE BARRIER

BEGIN CONCRETE BARRIER TRANSITION

PER DTL 3, CD501

16'CONCRETE

BARRIER

TRANSITION6

COMM

PEDESTAL

EX LIGHT

POLE

EX LIGHT POLE

EX POWER

PULL BOX EX SIGN

EX LIGHT POLE

EX SIGN

EX COMM PEDESTAL (2)

EX GUY WIRE (2)

EX COMM PEDESTAL

EX COMM PEDESTAL

EX COMM CABINET

EX GUY WIRE

EX ICV

EX ICV

EX LIGHT POLE

EX COMM PEDESTAL

& CABINET EX SIGN

EX SIGN

EX LIGHT POLE

EX SIGN

EX SIGN

EX SIGN

EX SIGN

EX SIGN

EX FIRE HYDRANT

EX POWER POLE

EX POWER PULL BOX

EX LIGHT POLE

EX BUILDING AIR INTAKE

STA

66+83 9

STA

67+99 9

STA

10+34 9

STA

11+559

STA

STA

62+98 9

STA

64+949

STA

69+12 9

STA

12+419STA: 12+30 MATCHLINE SEE CS011

ST

A:

2+

M

AT

C

H

LI

N E

SE

E

C S0

S&B CHRIST CONSULTING, LLC.

9555 HILLWOOD DRIVE, #160

LAS VEGAS, NV 89134

(702) 202-6004

POC: CHRIS MONTOYA, PE

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

FENCE

Sheet: of:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE, ISLAND, WA 98110

206-972-0645

Campus Security Fence and Access Control

VANCOUVER CAMPUS

648-20-121

DFK KM

Revisions: Date: 47

P:

\P ro je ct s\

Bl ue

T rid en t -

T O

C on st ru ct

C am pu s

Se cu rit y

Fe nc e\ En gi ne er in g\ D ra w in gs

\P ro du ct io n

D ra w in gs \0

8-

C -C

IV

IL

.d w g

3/

/2

:2

PM

1/28/2025

MOD P0005

ISSUED FOR CONSTRUCTION

24014515

PROFESSIONAL ENGIN

EE

R

ST

ATE OF WASHINGTON

R EG I STE R ED

DA

NIEL F. KELLEY

CS010

CIVIL SITE PLAN - AREA ACIVIL SITE PLAN - AREA A

KEY MAP NTS

CONSTRUCTION NOTES

INSTALL CAMPUS FENCE AND MOW STRIP PER DTL 1, DWG CD501

INSTALL SWING GATE PER DTL 1, DWG CD502

INSTALL TELESCOPING GATE PER DTL 1, DWG CD503

INSTALL PERSONNEL GATE PER DTL 4, DWG CD501

INSTALL BARRIER AND FENCE PER DTL 2, DWG CD501 FROM STA:

51+92.6 TO STA: 62+81.9

INSTALL BARRIER TRANSITION PER DTL 3, DWG CD501

REPLACE EXISTING FENCE PER DTL 2, DWG CD503

NOT USED

LIGHTING, CAMERAS, AND CONDUIT, SEE ELECTRICAL SHEETS

INSTALL BOLLARD PER DTL 6, DWG CD502

INSTALL ANTI-CLIMB SPIKES PER DTL 3, DWG CD503

AREA A

AREA JAREA H

AREA G

AREA F

AREA E

AREA D

AREA C

AREA B

NORTH

40'20' 10' 20'

Scale: 1" = 20'

NORTH

NOTES:

1. ALL EXCAVATION WHERE UTILITY INTERFERENCE IS EXPECTED

TO BE VACUUM EXCAVATED OR HAND DUG ONLY.

2. ELECTRICAL ITEMS SHOWN FOR REFERENCE ONLY. REFER TO

ELECTRICAL SHEETS FOR DETAIL.

3. TREES, LANDSCAPING, AND IRRIGATION SHOWN FOR

REFERENCE ONLY. REFER TO LANDSCAPE SHEETS FOR DETAIL.

4. PROJECT LIMITS SHALL BE WITHIN 20 FT OF EXISTING PROPERTY

LINE OR FENCE AND DOES NOT AUTHORIZE WORK OUTSIDE OF

VA CAMPUS UNLESS APPROVED BY THE COR. SEE CIVIL

GENERAL NOTES ON G101 FOR ADDITIONAL DETAIL.

5. RELOCATION OF POWER POLES AND POWER POLE GUY WIRES

TO BE COORDINATED BY VA COR PRIOR TO CONSTRUCTION.

6. LIGHTING, ELECTRICAL, AND COMMUNICATION FACILITIES IN

CONFLICT WITH NEW FENCE TO BE COORDINATED WITH VA COR

PRIOR TO START OF CONSTRUCTION.

7. COMMERCIAL PVC MESH TO BE INSTALLED ON FENCE FROM STA:

50+30 TO STA: 54+80 PER DTL 2, DWG CD501.

8. WHERE TRENCHING IN ROADWAY IS REQUIRED FOR IRRIGATION

OR CONDUIT INSTALLATION, UTILITY TO BE INSTALLED AT LEAST

30-INCHES BELOW GRADE AND TRENCH IS TO BE BACKFILLED

WITH CLSM (100 PSI MIN). REPLACE FULL DEPTH ASPHALT TO

MATCH EXISTING THICKNESS.

J

J

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BLDG 5

BLDG 22

BLDG 16

CENTRAL PARK PLACE

(SRO)

17+00

+0

+0

+0

+0

22+00

NAVY LANE

(183)

(184)

(185)

(188)

(189)

(1

(1

(1

(190)

(1

(1

(1

(1

(1

(1

(197)

(198)

(199)

(200)

PROPERTY LINE

PROJECT LIMITS

PROJECT LIMITS

EX FENCE PROTECT IN PLACE

EX FENCE PROTECT IN PLACE

EX FENCE PROTECT IN PLACE

CONSTRUCT "A" CURB

MATCH EXISTING

EX LIGHT POLE

EX ICV

EX TRANSFORMER

EX SD CATCH BASIN

EX UG VAULT

EX COMM PEDESTAL

EX COMM PEDESTAL

EX WATER

METER (2)

EX GAS VALVE

EX FDC

RESTORE LANDSCAPING

TO MATCH ADJACENT

STA

17+719

STA

19+759

STA

21+109

STA9

J

J

JW

P

BLDG 3

BLDG 4

BLDG 2

+0

+0

+0

+0

+0

17+00

(197)

(198)

(199)

(200)

(201)

(202)

(203)

(204) (205)

(206)

(207)

(2

(2

(2

PROPERTY LINE

PROJECT LIMITS

PROJECT LIMITS

EX FENCE PROTECT IN PLACE

EX FIRE HYDRANT

EX COMM CABINET

EX LIGHT POLE

EX ICV

EX ICV

EX LIGHT POLE

EX SD CATCH BASIN

EX TRANSFORMER

EX COMM PULLBOX

EX COMM PEDESTAL

EX LIGHT POLE

EX POWER PULL BOX

EX LIGHT POLE

EX BUILDING AIR INTAKE

STA

12+679

STA

13+80 9

STA

14+989

STA

16+149

STA

12+419

CS011

CIVIL SITE PLAN - AREA B&C

STA: 17+30 MATCHLINE SEE THIS SHT

STA: 12+30 MATCHLINE SEE CS010

STA: 17+30 MATCHLINE SEE THIS SHT

STA: 21+70 MATCHLINE SEE CS012

S&B CHRIST CONSULTING, LLC.

9555 HILLWOOD DRIVE, #160

LAS VEGAS, NV 89134

(702) 202-6004

POC: CHRIS MONTOYA, PE

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

FENCE

Sheet: of:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE, ISLAND, WA 98110

206-972-0645

Campus Security Fence and Access Control

VANCOUVER CAMPUS

648-20-121

DFK KM

Revisions: Date: 47

P:

\P ro je ct s\

Bl ue

T rid en t -

T O

C on st ru ct

C am pu s

Se cu rit y

Fe nc e\ En gi ne er in g\ D ra w in gs

\P ro du ct io n

D ra w in gs \0

8-

C -C

IV

IL

.d w g

3/

/2

:2

PM

1/28/2025

MOD P0005

ISSUED FOR CONSTRUCTION

24014515

PROFESSIONAL ENGIN

EE

R

ST

ATE OF WASHINGTON

R EG I STE R ED

DA

NIEL F. KELLEY

KEY MAP NTS

CONSTRUCTION NOTES

INSTALL CAMPUS FENCE AND MOW STRIP PER DTL 1, DWG CD501

INSTALL SWING GATE PER DTL 1, DWG CD502

INSTALL TELESCOPING GATE PER DTL 1, DWG CD503

INSTALL PERSONNEL GATE PER DTL 4, DWG CD501

INSTALL BARRIER AND FENCE PER DTL 2, DWG CD501 FROM STA:

51+92.6 TO STA: 62+81.9

INSTALL BARRIER TRANSITION PER DTL 3, DWG CD501

REPLACE EXISTING FENCE PER DTL 2, DWG CD503

NOT USED

LIGHTING, CAMERAS, AND CONDUIT, SEE ELECTRICAL SHEETS

INSTALL BOLLARD PER DTL 6, DWG CD502

INSTALL ANTI-CLIMB SPIKES PER DTL 3, DWG CD503

AREA A

AREA JAREA H

AREA G

AREA F

AREA E

AREA D

AREA C

AREA B

NORTH

40'20' 10' 20'

Scale: 1" = 20'

NORTH

NOTES:

1. ALL EXCAVATION WHERE UTILITY INTERFERENCE IS EXPECTED

TO BE VACUUM EXCAVATED OR HAND DUG ONLY.

2. ELECTRICAL ITEMS SHOWN FOR REFERENCE ONLY. REFER TO

ELECTRICAL SHEETS FOR DETAIL.

3. TREES, LANDSCAPING, AND IRRIGATION SHOWN FOR

REFERENCE ONLY. REFER TO LANDSCAPE SHEETS FOR DETAIL.

4. PROJECT LIMITS SHALL BE WITHIN 20 FT OF EXISTING PROPERTY

LINE OR FENCE AND DOES NOT AUTHORIZE WORK OUTSIDE OF

VA CAMPUS UNLESS APPROVED BY THE COR. SEE CIVIL

GENERAL NOTES ON G101 FOR ADDITIONAL DETAIL.

5. RELOCATION OF POWER POLES AND POWER POLE GUY WIRES

TO BE COORDINATED BY VA COR PRIOR TO CONSTRUCTION.

6. LIGHTING, ELECTRICAL, AND COMMUNICATION FACILITIES IN

CONFLICT WITH NEW FENCE TO BE COORDINATED WITH VA COR

PRIOR TO START OF CONSTRUCTION.

7. COMMERCIAL PVC MESH TO BE INSTALLED ON FENCE FROM STA:

50+30 TO STA: 54+80 PER DTL 2, DWG CD501.

8. WHERE TRENCHING IN ROADWAY IS REQUIRED FOR IRRIGATION

OR CONDUIT INSTALLATION, UTILITY TO BE INSTALLED AT LEAST

30-INCHES BELOW GRADE AND TRENCH IS TO BE BACKFILLED

WITH CLSM (100 PSI MIN). REPLACE FULL DEPTH ASPHALT TO

J

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BLDG 25

FORT VANCOUVER W

AY

(PUBLIC)

CENTRAL PARK PLACE

(SRO)

+0

+0

22+00

23+00

24+00

25+00

26+00

27+00

28+00

29+00

AIR FO

RCE W

AY(168)

(169)

(170) (171)

(172)

(173)

(174)

(175)

(176)

(177)

(166)

(167)

(168)

(171)

(172)

(181)

(182)

(183) (184)

(181)

(182)

(183)

(184)

(185)

(188)

(189)

(1

(1

EX BUS SHELTER

PLACE FENCE AND M

OW CURB AT BACK O

F EXISTING SIDEWALK

TELESCOPING GATE FOUNDATION

55.0'

OPENING

35.0'

(178)

(179)

(180)

PROPERTY LINE

PROPERTY LINE

EX SIDEWALK

EX SIDEWALK

PROPERTY LINE

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

EX SIDEWALK

EX FENCE PROTECT IN PLACE

EX FENCE PROTECT IN PLACE

ELECTRICAL ITEMS

SHOWN FOR REFERENCE

CONSTRUCT "A" CURB

MATCH EXISTING

EX COMM PEDESTAL

EX WATER

METER (2)

EX GAS VALVE

EX FDC

EX TRAFFIC PULLBOX

EX SIGN

EX POWER PULL BOX

EX TRAFFIC PULLBOX

EX AREA LIGHT

EX AREA LIGHT

EX UG VAULT

EX POWER CABINET

RESTORE LANDSCAPING

TO MATCH ADJACENT

STA

19+759

STA

21+109

STA

22+359

STA

24+139

STA

25+839

STA

28+23 9

CS012

CIVIL SITE PLAN - AREA D

ST

A:

9+

M

AT

CH

LI

NE

S

EE

C S0

S&B CHRIST CONSULTING, LLC.

9555 HILLWOOD DRIVE, #160

LAS VEGAS, NV 89134

(702) 202-6004

POC: CHRIS MONTOYA, PE

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

FENCE

Sheet: of:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE, ISLAND, WA 98110

206-972-0645

Campus Security Fence and Access Control

VANCOUVER CAMPUS

648-20-121

DFK KM

Revisions: Date: 47

P:

\P ro je ct s\

Bl ue

T rid en t -

T O

C on st ru ct

C am pu s

Se cu rit y

Fe nc e\ En gi ne er in g\ D ra w in gs

\P ro du ct io n

D ra w in gs \0

8-

C -C

IV

IL

.d w g

3/

/2

:2

PM

1/28/2025

MOD P0005

ISSUED FOR CONSTRUCTION

24014515

PROFESSIONAL ENGIN

EE

R

ST

ATE OF WASHINGTON

R EG I STE R ED

DA

NIEL F. KELLEY

KEY MAP NTS

CONSTRUCTION NOTES

INSTALL CAMPUS FENCE AND MOW STRIP PER DTL 1, DWG CD501

INSTALL SWING GATE PER DTL 1, DWG CD502

INSTALL TELESCOPING GATE PER DTL 1, DWG CD503

INSTALL PERSONNEL GATE PER DTL 4, DWG CD501

INSTALL BARRIER AND FENCE PER DTL 2, DWG CD501 FROM STA:

51+92.6 TO STA: 62+81.9

INSTALL BARRIER TRANSITION PER DTL 3, DWG CD501

REPLACE EXISTING FENCE PER DTL 2, DWG CD503

NOT USED

LIGHTING, CAMERAS, AND CONDUIT, SEE ELECTRICAL SHEETS

INSTALL BOLLARD PER DTL 6, DWG CD502

INSTALL ANTI-CLIMB SPIKES PER DTL 3, DWG CD503

AREA A

AREA JAREA H

AREA G

AREA F

AREA E

AREA D

AREA C

AREA B

NORTH

40'20' 10' 20'

Scale: 1" = 20'

NORTH

STA: 21+70 MATCHLINE SEE CS011 NOTES:

1. ALL EXCAVATION WHERE UTILITY INTERFERENCE IS EXPECTED

TO BE VACUUM EXCAVATED OR HAND DUG ONLY.

2. ELECTRICAL ITEMS SHOWN FOR REFERENCE ONLY. REFER TO

ELECTRICAL SHEETS FOR DETAIL.

3. TREES, LANDSCAPING, AND IRRIGATION SHOWN FOR

REFERENCE ONLY. REFER TO LANDSCAPE SHEETS FOR DETAIL.

4. PROJECT LIMITS SHALL BE WITHIN 20 FT OF EXISTING PROPERTY

LINE OR FENCE AND DOES NOT AUTHORIZE WORK OUTSIDE OF

VA CAMPUS UNLESS APPROVED BY THE COR. SEE CIVIL

GENERAL NOTES ON G101 FOR ADDITIONAL DETAIL.

5. RELOCATION OF POWER POLES AND POWER POLE GUY WIRES

TO BE COORDINATED BY VA COR PRIOR TO CONSTRUCTION.

6. LIGHTING, ELECTRICAL, AND COMMUNICATION FACILITIES IN

CONFLICT WITH NEW FENCE TO BE COORDINATED WITH VA COR

PRIOR TO START OF CONSTRUCTION.

7. COMMERCIAL PVC MESH TO BE INSTALLED ON FENCE FROM STA:

50+30 TO STA: 54+80 PER DTL 2, DWG CD501.

8. WHERE TRENCHING IN ROADWAY IS REQUIRED FOR IRRIGATION

OR CONDUIT INSTALLATION, UTILITY TO BE INSTALLED AT LEAST

30-INCHES BELOW GRADE AND TRENCH IS TO BE BACKFILLED

WITH CLSM (100 PSI MIN). REPLACE FULL DEPTH ASPHALT TO

J

J

J

J 30+00

31+00

32+00

33+00

34+00

35+00

36+00

37+00

(165)

(166)

(167)

(165) (166) (167)

(168)

(167)

(168)

(169)

(170)

(171)

(167)

(168)

PROPERTY LINE

PROJECT LIMITS

PROJECT LIMITS

EX FENCE PROTECT IN PLACE

EX FENCE PROTECT IN PLACE

ELECTRICAL ITEMS

SHOWN FOR REFERENCE

STA

30+109

STA

34+47 9

STA

36+67 9

CS013

CIVIL SITE PLAN - AREA E

P:

\P ro je ct s\

Bl ue

T rid en t -

T O

C on st ru ct

C am pu s

Se cu rit y

Fe nc e\ En gi ne er in g\ D ra w in gs

\P ro du ct io n

D ra w in gs \0

8-

C -C

IV

IL

.d w g

/0 1/

:3

9:

A M

ST

A:

9+

M

AT

CH

LI

NE

S

EE

C S0

ST

A:

6+

M

AT

CH

LI

NE

S

EE

C S0

S&B CHRIST CONSULTING, LLC.

9555 HILLWOOD DRIVE, #160

LAS VEGAS, NV 89134

(702) 202-6004

POC: CHRIS MONTOYA, PE

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

FENCE

Sheet: of:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE, ISLAND, WA 98110

206-972-0645

Campus Security Fence and Access Control

VANCOUVER CAMPUS

648-20-121

DFK KM

Revisions: Date: 47

P:

\P ro je ct s\

Bl ue

T rid en t -

T O

C on st ru ct

C am pu s

Se cu rit y

Fe nc e\ En gi ne er in g\ D ra w in gs

\P ro du ct io n

D ra w in gs \0

8-

C -C

IV

IL

.d w g

3/

/2

:2

PM

1/28/2025

MOD P0005

ISSUED FOR CONSTRUCTION

24014515

PROFESSIONAL ENGIN

EE

R

ST

ATE OF WASHINGTON

R EG I STE R ED

DA

NIEL F. KELLEY

KEY MAP NTS

CONSTRUCTION NOTES

INSTALL CAMPUS FENCE AND MOW STRIP PER DTL 1, DWG CD501

INSTALL SWING GATE PER DTL 1, DWG CD502

INSTALL TELESCOPING GATE PER DTL 1, DWG CD503

INSTALL PERSONNEL GATE PER DTL 4, DWG CD501

INSTALL BARRIER AND FENCE PER DTL 2, DWG CD501 FROM STA:

51+92.6 TO STA: 62+81.9

INSTALL BARRIER TRANSITION PER DTL 3, DWG CD501

REPLACE EXISTING FENCE PER DTL 2, DWG CD503

NOT USED

LIGHTING, CAMERAS, AND CONDUIT, SEE ELECTRICAL SHEETS

INSTALL BOLLARD PER DTL 6, DWG CD502

INSTALL ANTI-CLIMB SPIKES PER DTL 3, DWG CD503

AREA A

AREA JAREA H

AREA G

AREA F

AREA E

AREA D

AREA C

AREA B

NORTH

40'20' 10' 20'

Scale: 1" = 20'

NORTH

NOTES:

1. ALL EXCAVATION WHERE UTILITY INTERFERENCE IS EXPECTED

TO BE VACUUM EXCAVATED OR HAND DUG ONLY.

2. ELECTRICAL ITEMS SHOWN FOR REFERENCE ONLY. REFER TO

ELECTRICAL SHEETS FOR DETAIL.

3. TREES, LANDSCAPING, AND IRRIGATION SHOWN FOR

REFERENCE ONLY. REFER TO LANDSCAPE SHEETS FOR DETAIL.

4. PROJECT LIMITS SHALL BE WITHIN 20 FT OF EXISTING PROPERTY

LINE OR FENCE AND DOES NOT AUTHORIZE WORK OUTSIDE OF

VA CAMPUS UNLESS APPROVED BY THE COR. SEE CIVIL

GENERAL NOTES ON G101 FOR ADDITIONAL DETAIL.

5. RELOCATION OF POWER POLES AND POWER POLE GUY WIRES

TO BE COORDINATED BY VA COR PRIOR TO CONSTRUCTION.

6. LIGHTING, ELECTRICAL, AND COMMUNICATION FACILITIES IN

CONFLICT WITH NEW FENCE TO BE COORDINATED WITH VA COR

PRIOR TO START OF CONSTRUCTION.

7. COMMERCIAL PVC MESH TO BE INSTALLED ON FENCE FROM STA:

50+30 TO STA: 54+80 PER DTL 2, DWG CD501.

8. WHERE TRENCHING IN ROADWAY IS REQUIRED FOR IRRIGATION

OR CONDUIT INSTALLATION, UTILITY TO BE INSTALLED AT LEAST

30-INCHES BELOW GRADE AND TRENCH IS TO BE BACKFILLED

WITH CLSM (100 PSI MIN). REPLACE FULL DEPTH ASPHALT TO

J

J

P L

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BLDG 14

37+00

38+00

39+00

40+00

41+00

+0

+0

+0

(176)

(177)

(178)

(173)

(174)

(175)

(1

(171)

(172)

(1

(1

(1

(170)

(1

(16 8)

(169)

(169)

(173)

(1

) (1

PROPERTY LINE

PROPERTY LINE

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

EX FENCE PROTECT IN PLACE

EX FENCE PROTECT IN PLACE

ELECTRICAL ITEMS

SHOWN FOR REFERENCE

EX POWER VAULT

EX POWER VAULT

EX POWER POLE

STA

39+02 9

STA

41+189

STA

41+55 9

STA

43+73 9

STA: 44+00 MATCHLINE SEE CS015

CS014

CIVIL SITE PLAN - AREA F

ST

A:

6+

M

AT

CH

LI

NE

S

EE

C S0

S&B CHRIST CONSULTING, LLC.

9555 HILLWOOD DRIVE, #160

LAS VEGAS, NV 89134

(702) 202-6004

POC: CHRIS MONTOYA, PE

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

FENCE

Sheet: of:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE, ISLAND, WA 98110

206-972-0645

Campus Security Fence and Access Control

VANCOUVER CAMPUS

648-20-121

DFK KM

Revisions: Date: 47

P:

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MOD P0005

ISSUED FOR CONSTRUCTION

24014515

PROFESSIONAL ENGIN

EE

R

ST

ATE OF WASHINGTON

R EG I STE R ED

DA

NIEL F. KELLEY

KEY MAP NTS

CONSTRUCTION NOTES

INSTALL CAMPUS FENCE AND MOW STRIP PER DTL 1, DWG CD501

INSTALL SWING GATE PER DTL 1, DWG CD502

INSTALL TELESCOPING GATE PER DTL 1, DWG CD503

INSTALL PERSONNEL GATE PER DTL 4, DWG CD501

INSTALL BARRIER AND FENCE PER DTL 2, DWG CD501 FROM STA:

51+92.6 TO STA: 62+81.9

INSTALL BARRIER TRANSITION PER DTL 3, DWG CD501

REPLACE EXISTING FENCE PER DTL 2, DWG CD503

NOT USED

LIGHTING, CAMERAS, AND CONDUIT, SEE ELECTRICAL SHEETS

INSTALL BOLLARD PER DTL 6, DWG CD502

INSTALL ANTI-CLIMB SPIKES PER DTL 3, DWG CD503

AREA A

AREA JAREA H

AREA G

AREA F

AREA E

AREA D

AREA C

AREA B

NORTH

40'20' 10' 20'

Scale: 1" = 20'

NORTH

NOTES:

1. ALL EXCAVATION WHERE UTILITY INTERFERENCE IS EXPECTED

TO BE VACUUM EXCAVATED OR HAND DUG ONLY.

2. ELECTRICAL ITEMS SHOWN FOR REFERENCE ONLY. REFER TO

ELECTRICAL SHEETS FOR DETAIL.

3. TREES, LANDSCAPING, AND IRRIGATION SHOWN FOR

REFERENCE ONLY. REFER TO LANDSCAPE SHEETS FOR DETAIL.

4. PROJECT LIMITS SHALL BE WITHIN 20 FT OF EXISTING PROPERTY

LINE OR FENCE AND DOES NOT AUTHORIZE WORK OUTSIDE OF

VA CAMPUS UNLESS APPROVED BY THE COR. SEE CIVIL

GENERAL NOTES ON G101 FOR ADDITIONAL DETAIL.

5. RELOCATION OF POWER POLES AND POWER POLE GUY WIRES

TO BE COORDINATED BY VA COR PRIOR TO CONSTRUCTION.

6. LIGHTING, ELECTRICAL, AND COMMUNICATION FACILITIES IN

CONFLICT WITH NEW FENCE TO BE COORDINATED WITH VA COR

PRIOR TO START OF CONSTRUCTION.

7. COMMERCIAL PVC MESH TO BE INSTALLED ON FENCE FROM STA:

50+30 TO STA: 54+80 PER DTL 2, DWG CD501.

8. WHERE TRENCHING IN ROADWAY IS REQUIRED FOR IRRIGATION

OR CONDUIT INSTALLATION, UTILITY TO BE INSTALLED AT LEAST

30-INCHES BELOW GRADE AND TRENCH IS TO BE BACKFILLED

WITH CLSM (100 PSI MIN). REPLACE FULL DEPTH ASPHALT TO

J

J

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BLDG 21

BLDG 28

E 4TH PLAIN BLVD

(PUBLIC)

+0

+0

+0

+0

+0

+0

(1

(187)

(184)

(184)

(1

(1

(181)

(182)

(183)

(177)

(178)

(179)

PROPERTY LINE

PROJECT LIMITS

PROJECT LIMITS

STA

44+90 9

STA

47+13 9

STA

48+30 9

INSTALL 4" HIGH x 6" WIDE x 72" LONG

PARKING BLOCK 2-FT FROM LIGHT

INSTALL 6" WHITE EPOXY

NO PARKING AREA

INSTALL 4" HIGH x 6" WIDE x 72" LONG

PARKING BLOCK 2-FT FROM LIGHT

INSTALL 6" WHITE EPOXY

NO PARKING AREA

CS015

CIVIL SITE PLAN - AREA G

STA: 48+60 MATCHLINE SEE CS016

STA: 44+00 MATCHLINE SEE CS014

S&B CHRIST CONSULTING, LLC.

9555 HILLWOOD DRIVE, #160

LAS VEGAS, NV 89134

(702) 202-6004

POC: CHRIS MONTOYA, PE

Project No.

Building Number Drawing No.

Project Title

Location

Date:

Checked By/Proj.Mgr Drawn By

Drawing Title

Approved: VAPORHCS Director

VA FORM 08 - 6231

A

VA Portland Health Care System

(VAPORHCS)

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

ARCHITECT/ENGINEER

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

Approved: Chief Facilities MgmtApproved: Service Chief

Approved: Proj Eng Approved: Infect Cont Approved: Chief P&O Approved: Chief M&R Approved: Safety Mgr.

FENCE

Sheet: of:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE, ISLAND, WA 98110

206-972-0645

Campus Security Fence and Access Control

VANCOUVER CAMPUS

648-20-121

DFK KM

Revisions: Date: 47

P:

\P ro je ct s\

Bl ue

T rid en t -

T O

C on st ru ct

C am pu s

Se cu rit y

Fe nc e\ En gi ne er in g\ D ra w in gs

\P ro du ct io n

D ra w in gs \0

8-

C -C

IV

IL

.d w g

3/

/2

:2

PM

1/28/2025

MOD P0005

ISSUED FOR CONSTRUCTION

24014515

PROFESSIONAL ENGIN

EE

R

ST

ATE OF WASHINGTON

R EG I STE R ED

DA

NIEL F. KELLEY

KEY MAP NTS

CONSTRUCTION NOTES

INSTALL CAMPUS FENCE AND MOW STRIP PER DTL 1, DWG CD501

INSTALL SWING GATE PER DTL 1, DWG CD502

INSTALL TELESCOPING GATE PER DTL 1, DWG CD503

INSTALL PERSONNEL GATE PER DTL 4, DWG CD501

INSTALL BARRIER AND FENCE PER DTL 2, DWG CD501 FROM STA:

51+92.6 TO STA: 62+81.9

INSTALL BARRIER TRANSITION PER DTL 3, DWG CD501

REPLACE EXISTING FENCE PER DTL 2, DWG CD503

NOT USED

LIGHTING, CAMERAS, AND CONDUIT, SEE ELECTRICAL SHEETS

INSTALL BOLLARD PER DTL 6, DWG CD502

INSTALL ANTI-CLIMB SPIKES PER DTL 3, DWG CD503

AREA A

AREA JAREA H

AREA G

AREA F

AREA E

AREA D

AREA C

AREA B

NORTH

40'20' 10' 20'

Scale: 1" = 20'

NORTH

NOTES:

1. ALL EXCAVATION WHERE UTILITY INTERFERENCE IS EXPECTED

TO BE VACUUM EXCAVATED OR HAND DUG ONLY.

2. ELECTRICAL ITEMS SHOWN FOR REFERENCE ONLY. REFER TO

ELECTRICAL SHEETS FOR DETAIL.

3. TREES, LANDSCAPING, AND IRRIGATION SHOWN FOR

REFERENCE ONLY. REFER TO LANDSCAPE SHEETS FOR DETAIL.

4.…

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