C.Drawings_S-10700-00017951_2026.07.01.pdf

PDF 10 MB Posted Sep 25, 2026

Attached to: Justice Building Parking Lot Security Upgrades
Solicitation number: S-10700-00017951
Issued by: Oregon

About this file

Written by GovTribe AI · Oct 8, 2026

This file comprises construction documents prepared by Hennebery Eddy Architects, Inc. for the Oregon Department of Administrative Services (DAS) related to the Justice Building Parking Lot Security Upgrades project located at 1162 Court Street NE in Salem, Oregon. The project involves installation of a new metal security fence encompassing the perimeter of an existing parking lot containing approximately 42 spaces located between the Oregon Supreme Court Building at 1163 State Street and the Justice Building. The scope of work includes construction of two vehicular gates with one-way circulation (ingress from Waverly Street, egress to 12th Street NE), four pedestrian gates, associated electrical infrastructure for access control and communication systems, demolition and removal of existing pavement and site elements, construction of concrete pads and sidewalks, tree removal and replacement, and relocation of existing site amenities. The project also includes delegated design components requiring the contractor to provide engineered drawings and calculations for fence and gate systems and foundations. The documents are dated July 1, 2026 and represent 100% construction documents at the permit set stage.

The construction documents detail extensive coordination requirements with existing utilities, including protection of utility tunnels, vaults, and underground lines, with specific provisions for maintaining clearance around transformers and other infrastructure. The contractor is responsible for all demolition, including removal of existing asphalt, curbs, sidewalks, and site equipment such as bike lockers, bike racks, and mailboxes, which must be salvaged for reinstallation. The project requires a mandatory pre-bid conference with attendance verification, and bidders must comply with attendance requirements or their bids will be rejected as non-responsive. The contract involves coordination with multiple consultants including KPFF Consulting Engineers for civil work, Forell Elsesser for structural engineering, and Interface Engineering for electrical systems. The project emphasizes traffic control, erosion control measures, utility coordination, and compliance with the 2024 Oregon Standard Specifications and applicable City of Salem requirements, with all work subject to inspection and approval by the authority having jurisdiction.

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Other files

File	Type	Posted
AttendanceList_S-10700-00017951_MandatoryPre-BidConference2026.10.07.pdf	PDF	Sep 25, 2026
B.Specs_S-10700-00017951_2026.07.01~2.pdf	PDF	Sep 25, 2026
ITB_S-10700-00017951_JusticeBuildingParkingLotSecurityUpgrades.pdf	PDF	Sep 25, 2026

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PORTLAND

SALEM

ONTARIO

LA GRANDE

PENDLETON

REDMOND

BEND

KLAMATH FALLS

ASHLAND

MEDFORD

GRANTS PASS

SPRINGFIELDEUGENE

CORVALLIS

THE DALLESCHENOWETH

PRINEVILLE

PROJECT DIRECTORY

ARCHITECT

HENNEBERY EDDY ARCHITECTS, INC

921 SW WASHINGTON STREET, SUITE 250

PORTLAND, OREGON 97205

P: 503.227.4860 F: 503.227.4920 CONTACT:ANDREW SMITH, AIA. asmith@henneberyeddy.com

CLIENT

OREGON DEPT OF ADMINISTRATIVE SERVICES (DAS)

155 COTTAGE ST SE

SALEM, OR

P: 503.932.9228 CONTACT: TERRY NUNLEY. terry.nunley@das.oregon.gov

CIVIL

KPFF

111 SW 5TH AVE, SUITE 2600

PORTLAND, OR

P: 503.542.3860 CONTACT: MARK REULAND, PE. mark.reuland@kpff.com

STRUCTURAL

FORELL ELSESSER

160 PINE STREET, SUITE 600

SAN FRANCISCO, CA

P: 415.837.0700 CONTACT: RENE VIGNOS, SE. r.vignos@forell.com

CONTRACTOR

TBD

ELECTRICAL

INTERFACE ENGINEERING

100 SW MAIN ST, SUITE 1600

PORTLAND, OR

P: 503.382.2266 CONTACT: JEFFREY GLANVILLE. JeffreyG@InterfaceEng.Com

PROJECT SITE

MECHANICAL, ELECTRICAL, TELECOM

OR FIRE NOTIFICATION DEVICE

FIRE EXTINGUISHER CABINET

MATERIAL HATCHES (CUT)

FEC

BREAKLINE

PIPE BREAK

PROPERTY LINE

GLASS, CLEAR

GRAPHIC LEGEND

EARTH : COMPACTED FILL

CONCRETE

STEEL

BRICK & TILE

CMU

WOOD FINISH

WOOD: FRAMING, BLOCKING

INSULATION, BATT

INSULATION, RIGID

WOOD PLYWOOD

GYPSUM BOARD

GLASS

PANELS; TACKABLE SURFACE

GROUT / MORTAR

EARTH : UNDISTURBED

GRAVEL : CRUSHED

WOOD - CLEAR FINISH (FACE)

STONE

INSULATION - SPRAY FOAM

INSULATION - MINERAL FIBER BOARD

INSULATION - DENSE PACK CELLULOSE

SURFACE HATCHES (FACE)

GLASS, BACKPAINTED

GLASS, SPANDREL

SYMBOLS

A301 BUILDING EXTERIOR

ELEVATION

1 REVISION NUMBER

DOOR TAG

500 SF

ROOM

NAME

ROOM TAG

A701

BUILDING INTERIOR

ELEVATION

A401 BUILDING SECTION

A402 WALL SECTION

A501

DETAIL CALLOUT

A501

DETAIL REFERENCE

X WINDOW TYPE

FIRST FLOOR

100' - 0"

ELEVATION/SECTION

DATUM HEIGHT

10' - 0"

CONTROL JOINT

NORTH ARROW

A BUILDING GRID

DESIGNATION

10' - 0" CEILING HEIGHT (AFF) TAG

C2.4A^ PARTITION TYPE TAG

TRUE

NORTH

WORK POINT

A501

PLAN REFERENCE

VIEW NAME

ELEVATION NUMBER

SHEET NUMBER

ELEVATION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

REVISION AREA

ROOM NUMBER

DOOR NUMBER

ROOM AREA

CEILING HEIGHT ABOVE

FINISHED FLOOR

PARTITION TYPE

FRAMING SIZE

ACOUSTICAL REQUIREMENTS

FIRE RATING / PARTITION HEIGHT

TAG LEGEND

NOT ALL TAGS MAY BE USED

SECTION NUMBER

VIEW NAME

VIEW NUMBER

SHEET NUMBER

ACT

ADA

AFF

B.O.

CLR

CLT

CMU

CONC

CONT

DEMO

DIA

DIM

(E)

ELEC

ELEV

EQUIP

GALV

GYP BD

HSS

HVAC

MAX

MECH

MFR

MPP

MIN

N/A

NIC

NO.

NTS

OFCI

OFOI

OPH

P.LAM

SIM

STC

T&G

T.O.

TYP

UON

VIF

W/O

ABBREVIATIONS

ACOUSTICAL CEILING TILE

AMERICANS WITH DISABILITIES ACT

ABOVE FINISH FLOOR

BOTTOM OF

CONTROL JOINT

CLEAR

CROSS-LAMINATED TIMBER

CONCRETE MASONRY UNIT

CONCRETE

CONTINUOUS

DEMOLISH/DEMOLITION

DIAMETER

DIMENSION

DOWN

DOWNSPOUT

EXISTING

EACH

EXPANSION JOINT

ELECTRICAL

ELEVATOR

EQUAL

EQUIPMENT

EACH WAY

FLOOR DRAIN

FINISH FLOOR

FACE OF

GAGE

GALVANIZED

GYPSUM BOARD

HOUR

HOLLOW STRUCTURAL SECTION

HEATING, VENTILATING, AIR CONDITIONING

MAXIMUM

MECHANICAL

MANUFACTURER

MASS PLYWOOD PANEL

MINIMUM

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NOT TO SCALE

ON CENTER

OWNER FURNISHED, CONTRACTOR INSTALLED

OWNER FURNISHED, OWNER INSTALLED

OPPOSITE HAND

PLASTIC LAMINATE

PLATE

PRESSURE/PRESERVATIVE TREATED

ROOF DRAIN

ROUGH OPENING

SQUARE FEET

SIMILAR

SOUND TRANSMISSION CLASS

TONGUE AND GROOVE

TEMPERED GLASS

TOP OF

TYPICAL

UNLESS OTHERWISE NOTED

VERIFY IN FIELD

WITH

WITHOUT

Sheet:

Date:

HEA Project no.

Drawn by:

Checked by:

COVER

HENNEBERY EDDY ARCHITECTS, INC.

PORTLAND OFFICE

921 SW WASHINGTON ST, SUITE 250

PORTLAND OREGON 97205

503 227 4860 TEL

503 227 4920 FAX

BEND OFFICE

1000 NW WALL ST, SUITE 220

BEND OREGON 97703

541 313 6779 TEL

BOZEMAN OFFICE

109 NORTH ROUSE AVE, SUITE 1

BOZEMAN MONTANA 59715

406 585 1112 TEL

www.henneberyeddy.com

U s e rs \t d u d le yo n e ill \D o c u m e n ts

-0

_F e n c e

V td u d le yo n e ill

.r vt

C D

7/1/2026

JUSTICE BUILDING

PARKING LOT SECURITY

UPGRADES

1162 Court Street NE Salem, OR

OREGON DEPARTMENT OF

ADMINISTRATIVE SERVICES

18044-02T

TDO

JUSTICE BUILDING PARKING LOT SECURITY UPGRADES

100% CD

DRAWING SHEET INDEX

GENERAL

COVER COVER

CIVIL

C100 CIVIL COVER SHEET

C150 EXISTING CONDITIONS PLAN

C200 CIVIL SITE AND DEMOLITION PLAN

C300 SITE AND EROSION CONTROL PLAN

C400 DETAILS

ARCHITECTURAL

A001 SITE PLAN

A101 LEVEL 1 - DEMOLITION PLAN

A211 ENLARGED PLAN - WEST FENCE

A212 ENLARGED PLAN - EAST FENCE

A801 EXTERIOR DETAILS

ELECTRICAL

E001 SYMBOL LIST & SCHEDULE - ELECTRICAL

E101 OVERALL SITE PLAN - ELECTRICAL

E300 DOJ BASEMENT FLOOR PLAN - ELECTRICAL

E400 ENLARGED PLANS & DETAILS - ELECTRICAL

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

PROJECT LOCATION

NORTH

Sheet�

Date�

HEA ProMect no.

DraZn by� ChecNed by�

ReYisions�

HENNEBERY EDDY ARCHITECTS, INC.

PORTLAND OFFICE

921 SW WASHINGTON ST, SUITE 250

PORTLAND OREGON 97205

503 227 4860 TEL

503 227 4920 FAX

BEND OFFICE

1000 NW WALL ST, SUITE 220

BEND OREGON 97703

541 313 6779 TEL

BOZEMAN OFFICE

109 NORTH ROUSE AVE, SUITE 1

BOZEMAN MONTANA 59715

406 585 1112 TEL

www.henneberyeddy.com

C O

N D

O C

U M

SITE PLAN

J%P M*R

111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: 503.542.3860 F: 503.274.4681 www.kpff.com

06/30/2026

PERMIT SET

18044-02T

OZner

DOJ/OJD SECURITY

FENCE

1163 State St Salem, OR

Fi le

: N :\c

\p \2

O R-

Su pr em e-

Cr t\C

.d wg T

Pl ot te d:

0/ a t 9

:3 6a m B y:

jp re se nt

MAP FROM: GOOGLE ©

SCALE: NTS

VICINITY MAP

OWNER:

OREGON DEPARTMENT OF

ADMINISTRATIVE SERVICES

155 COTTAGE STREET NE

SALEM, OREGON 97301

TEL: 503-373-2331

CONTACT: TERRY NUNLEY

CIVIL ENGINEER

KPFF CONSULTING ENGINEERS

111 SW FIFTH AVENUE, SUITE 2600

PORTLAND, OREGON 97204

TEL: 503-542-3827

CONTACT: MARK REULAND

ARCHITECT:

HENNEBERY EDDY

921 SW WASHINGTON STREET, #250

PORTLAND, OREGON 97205

TEL: 503-610-0359

CONTACT: TIM DUDLEY O'NEILL

PROJECT CONTACTS

SHEET INDEX

Call before you dig.

or 800-332-2344

PROJECT SITE

AC ASPHALT CONCRETE

A. APPROXIMATE

BLDG BUILDING

BOW BACK OF WALK

BS BOTTOM OF STAIR

BW BOTTOM OF WALL

CB CATCH BASIN

CL CENTERLINE

CO CLEANOUT

CONC. CONCRETE

CP CONTROL POINT

Δ DELTA

D/W DRIVEWAY

DIA.,Ø DIAMETER

E EASTING

EXIST./EX. EXISTING

FF FINISH FLOOR ELEVATION

FG FINISH GRADE

FL FLOWLINE

FND FOUNDATION

G GUTTER

GB GRADE BREAK

GL GAS LINE

H HEIGHT

HP HIGH POINT

ID INSIDE DIAMETER

IE INVERT ELEVATION

INV INVERT

IRR. IRRIGATION

MH MANHOLE

MIN MINIMUM

N NORTHING

OD OUTSIDE DIAMETER

OF OUTFALL

OVH/OH OVERHEAD

P/L PROPERTY LINE

PED PEDESTRIAN

PP POWER POLE

PUE PUBLIC UTILITY EASEMENT

PVMT PAVEMENT

PVT PRIVATE

R RIM

RD ROOF DRAIN

ROW RIGHT-OF-WAY

S SLOPE (FT/FT)

SD STORM DRAIN

SHT SHEET

SS SANITARY SEWER

ST STREET

STA STATION

STD STANDARD

S/W SIDEWALK

TC TOP OF CURB

TD TRENCH DRAIN

TG TOP OF GROUND

TP TOP OF PAVEMENT

TRANS. TRANSFORMER

TS TOP OF STAIR

TW TOP OF WALL

TOP OF WALK

TYP TYPICAL

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UNO UNLESS NOTED OTHERWISE

W WATER

W/ WITH

ABBREVIATIONS

SHEET

COUNT

SHEET

NUMBER SHEET NAME

1 C100 CIVIL COVER SHEET

2 C150 EXISTING CONDITIONS PLAN

3 C200 CIVIL SITE AND DEMOLITON PLAN

4 C300 GRADING ENLARGEMENTS

5 C400 DETAILS

1. SURVEY PROVIDED BY KPFF CONSULTING ENGINEERS, DATED FEBRUARY 17, 2026. ELEVATIONS ARE BASED ON CITY OF SALEM VERTICAL DATUM ESTABLISHED PER BENCH MARK NO. 2253 LOCATED AT THE SOUTHEAST

CORNER OF STATE STREET AND 12TH STREET SE WITH AN ELEVATION OF 170.563.

2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND

ELEVATIONS, AS SHOWN, ON THE PLANS.

3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO

BEGINNING CONSTRUCTION LAYOUT. SEE SHEET C150 FOR PROJECT CONTROL INFORMATION.

4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON

THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT.

5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY OF ANY

DISCREPANCIES.

6. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER CALLOUTS.

PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE VERIFIED PRIOR TO CONSTRUCTION

LAYOUT.

7. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DURING

CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE

REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS

SHALL BE REESTABLISHED BY A LICENSED SURVEYOR.

8. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2024 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION

AND REQUIREMENTS OF THE CITY OF SALEM.

9. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR

PRIOR TO COMMENCING CONSTRUCTION.

10. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY

BE ACCURATELY LOCATED.

11. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS

PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS.

12. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK.

13. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CITY OF SALEM ADMINISTRATIVE RULES SECTION 109-007 FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN

WATER DO NOT LEAVE THE SITE.

14. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF

CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED.

15. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF SALEM FOR REVIEW AND APPROVAL PRIOR TO

COMMENCING CONSTRUCTION.

16. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO OREGON SUPREME COURT AND JUSTICE BUILDING AT ALL

TIMES DURING CONSTRUCTION.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE

OWNER.

18. NOTIFY CITY OF SALEM INSPECTOR 72 HOURS BEFORE STARTING WORK. A PRECONSTRUCTION MEETING WITH THE OWNER, THE OWNER'S ENGINEER, CONTRACTOR AND THE CITY OF SALEM REPRESENTATIVE SHALL

BE REQUIRED.

DEMOLITION

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, CURBS, SIDEWALKS

AND OTHER SITE ELEMENTS WITHIN THE SITE AREA IDENTIFIED IN THE PLANS.

2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND DISPOSED OF PROPERLY.

3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED STORED AT THE PROJECT

SITE AS DIRECTED BY THE OWNER.

4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, DAMAGED DURING

THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER.

5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING CONSTRUCTION

JOINT.

6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW PAVEMENT.

UTILITIES

1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO

FINISHED GRADE.

2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF

CONFLICT OCCURS.

3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF OR

ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE.

4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD

MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER.

5. ALL WORK TO CONFORM TO THE 2023 OREGON PLUMBING SPECIALTY CODE.

EARTHWORKS

1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED.

2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT

SPECIFICATION ORT.

3. WITH THE APPROVAL OF THE ENGINEER, PROOF-ROLL TESTING OF SUBGRADE AND/OR AGGREGATE BASE MAY BE

SUBSTITUTED FOR OTHER COMPACTION TESTING.

4. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE

SYSTEM.

1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL

REQUIRE WRITTEN APPROVAL FROM ENGINEER PRIOR TO INSTALLATION.

2. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF

3,300 PSI AT 28 DAYS.

CONSTRUCTION NOTESGENERAL NOTES

MATERIAL NOTES

DAS SUPREME COURT FENCE

CONSTRUCTION DOCUMENTS

CIVIL COVER SHEET

C100

2026.06.30

10:18:57 -07'00'DIGITALLY SIGNED

69429

EXPIRATION DATE:

OREGON

12/31/12/31/26EXPIRATION DATE:

07/01/2026

100% CD

JUSTICE BUILDING PARKING LOT SECURITY UPGRADES

Date:

HEA Project no.

7/1/2026

JUSTICE BUILDING

PARKING LOT SECURITY

UPGRADES

1163 State St Salem, OR

OREGON DEPARTMENT OF

ADMINISTRATIVE SERVICES

18044-02T

100% CD

1162 Court Street NE Salem, OR

MULTICORELINK:25317-DETAIL-C400

tdudleyoneill Text Box 503-932-9228

D/ W

RESERVED

FF=172.43'

[SD] [SD] [SD] [SD] [SD] [SD] [SD]

[S D]

FF=171.36'

[E]

B B

RESERVED

1234567891011121314151617181920

SERVICE

VEHICLE

ONLY

M B

E E

EE[E

G G

[SD] [SD] [SD] [SD] [SD] [SD] [SD] [SD]

[S D]

W W

ICV

STO

SECURITY

NOTICE

RESERVED

PARKING

ONLYEV CHARGER

HCP

SECURITY

NOTICE

INFO

PLAQUE

PARKING NO

ZONE

ELEVATOR

TRAN

EVLT

TRAN

ICV

TELVLT

EVLT

[E][E][E][E][E][E][E] JB JB JB BIKE

LOCKER

VENT

''S

''S D

''S

''S D

''S

''S D

''S

''S D

''S

''S D

10''SD10''SDD

10''SD10''SD D

''S

10''SD

''S

6''SS

''S

''S S

''S

''S S

''S

12''SS

RESERVED

6''SD

#51

#15

#14

#13

#52

TELVLT

°3 4'

9°

'2 1"

S 70°25'36" E 254.42'

UTILITY

ENCLOSURE

P ST

U P

STEPS

DOWN

EP U

HCR

OREGON SUPREME COURT

1163 STATE STREET

JUSTICE BUILDING

1162 COURT STREET NE

0 172

0 170

2 171

17117216

171166

17317

COURT STREET NE

D/ W

L/W L/W L/W L/W L/W L/W L/W L/W

S O

G S

S) S

Z O

N E

9°

'2 1"

13"

2" 2"

23"

19"

38"

31"

24"

25"

11"

12" 33"

36"

13" 6"

12"

13"

14"

19"

L/ W

GEN

EVEV

69'30'30' 30'

NO TRAIN

HORN

ICV

R R.

O .W

C O

N E

LAWN

6' 'S

6''SD

[E]

6" IE OUT = 167.6±

[S D]

[E] [E][E]

[E] [E]

[E] [E][E]

[E] [E]

[E ][E]

TRANSFORMER

VAULT

S 70°25'50" E 254.50'

COURT STREET NE

[T][T][T][T][T][T][T] [T]

[T]

16' WIDE VACATED ALLEY PER ORD NO. 141-81

RECORDED 10/20/81, REEL 264, PAGE 867

RESERVATION OF UTILITIES

[SD]

[T]

PEDESTRIAN TUNNEL

PER AS-BUILTS

EVLT

ICV

BUILDING OUTLINE WITH DOOR

CONCRETE SURFACE

BUILDING OVERHANG

LEGEND:

ELECTRICAL LINE

SANITARY SEWER LINE

GAS LINE

WATER LINE

STORM LINE

CURB LINE

PROPERTY LINE

EDGE OF ASPHALT

D/W DRIVEWAY ENTRY

HCR

ELECTRICAL VAULT

TRANSFORMER

STORM MANHOLE WITH STRUCTURE

SANITARY/STORM STRUCTURE #

SANITARY/STORM CLEAN OUT

BOLLARD

TRAN

GAS METER

TELECOMMUNICATIONS MANHOLE

FIRE DEPARTMENT CONNECT

CATCH BASIN

SIGN

SANITARY MANHOLE WITH STRUCTURE

OVERHEAD LIGHT

LUMINAIRE

ELECTRICAL MANHOLE

IRRIGATION CONTROL VALVE

WATER MANHOLE

TELECOMMUNICATIONS VAULT

ELECTRICAL JUNCTION BOX

GV GAS VALVE

PARKING METER SINGLE

MB MAILBOX

PARKING PAY STATION

PROJECT CONTROL POINT

HANDICAP RAMP

LOT LINE

EASEMENT LINE

RIGHT-OF-WAY LINE

T TELECOMMUNICATIONS LINE

TELVLT

EVLT

ASPHALT SURFACE

NOTES:

1.) VERTICAL DATUM: CITY OF SALEM

BENCHMARK: 1 INCH BRASS DISK AT THE SOUTHEAST CORNER OF STATE STREET AND 12TH STREET SE

BENCHMARK NO. 2253 ELEVATION = 170.563'

2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM (OCRS), SALEM ZONE. THE RESULTANT

BEARING OF THE CENTERLINE OF UPRR R.O.W. IS NORTH 19°36'21" EAST.

3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON LOT BOOK SERVICE NO. NCS-1293248-OR1 BY FIRST AMERICAN

TITLE INSURANCE COMPANY, EFFECTIVE DATE JANUARY 6, 2026.

4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE MAPS MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS OF UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE

FIELD VERIFIED (POTHOLED) PRIOR TO CONSTRUCTION.

CATCH BASIN

RIM = 168.88'

IE 6" OUT (SE) = 167.88'

BTM OF STRUCTURE = 166.38'

STORM MANHOLE

RIM = 168.81'

IE 10" IN (NW) = 165.66'

IE 12" IN (N) = 158.11'

IE 10" IN (NE) = 163.11'

IE 10" IN (E) = 158.61'

IE 12" OUT (S) = 158.11'

CATCH BASIN

RIM = 168.34'

IE 10" OUT (W) = 165.44'

STORM MANHOLE

RIM = 168.70'

IE = 10" IN (W) = 165.25'

IE = 12" IN (N) = UNABLE TO MEASURE DUE TO STRUCTURE

IE = 10" IN (E) = 162.50'

IE = 12" OUT (S) = UNABLE TO MEASURE DUE TO STRUCTURE

STORM MANHOLE

RIM = 168.92'

IE 12" IN (N) = 155.92'

IE 10" IN (E) = 156.22'

IE 12" OUT (S) = 155.92'

STORM MANHOLE

RIM = 169.39'

IE 6" IN (NE) = 162.94'

IE 6" IN (SE) = 164.39'

IE 10" OUT (W) = 156.54'

BTM OF STRUCTURE = 156.44'

DRYWELL

LOCATION PER AS-BUILTS

SANITARY MANHOLE

RIM = 169.39'

IE 6" IN (SE) = 162.39'

IE 6" OUT (NW) = 162.39'

SANITARY MANHOLE

RIM = 169.49'

IE 6" IN (SE) = 161.44'

IE 12" OUT (N) = 161.39'

SANITARY MANHOLE

RIM = 168.39'

IE 12" IN (S) = 159.59'

IE 12" OUT (W) = 159.59'

STORM TABLE:

SANITARY TABLE:

DECIDUOUS TREE

-PERIMETER REPRESENTS DRIPLINE

CONIFEROUS TREE

-PERIMETER REPRESENTS DRIPLINE

BIKE RACK

WALL

ICV

KP KEYPAD/CARDREADER

GRAVEL SURFACE

PROPOSED FENCE LINE

L/W LIGHTWELL

FF=100' FINISHED FLOOR ELEVATION

[ ] UNDERGROUND LINE PER AS-BUILTS

PEDESTRIAN TUNNEL PER AS-BUILTS

RD ROOF DRAIN

UTILITY TUNNEL PER AS-BUILTS

UGU UNKNOWN UTILITY LINE

ELECTRICAL GENERATORGEN

PROJECT CONTROL:

STATION DESCRIPTION NORTHING EASTING ELEVATION

13 1-1/8" BRASS CAP "KPFF CONTROL" 220562.98 178433.14 168.70'

1-1/8" BRASS CAP "KPFF CONTROL"

220307.55

220306.51

220406.04

178616.16

178552.07

178470.20

170.10'

170.96'

170.59'

Sheet�

Date�

HEA ProMect no.

DraZn by� ChecNed by�

ReYisions�

HENNEBERY EDDY ARCHITECTS, INC.

PORTLAND OFFICE

921 SW WASHINGTON ST, SUITE 250

PORTLAND OREGON 97205

503 227 4860 TEL

503 227 4920 FAX

BEND OFFICE

1000 NW WALL ST, SUITE 220

BEND OREGON 97703

541 313 6779 TEL

BOZEMAN OFFICE

109 NORTH ROUSE AVE, SUITE 1

BOZEMAN MONTANA 59715

406 585 1112 TEL

www.henneberyeddy.com

C O

N D

O C

U M

SITE PLAN

J%P

MGR

111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: 503.542.3860 F: 503.274.4681 www.kpff.com

06/30/2026

PERMIT SET

18044-02T

OZner

DOJ/OJD SECURITY

FENCE

1163 State St Salem, OR

Fi le

: N :\c

\p \2

O R-

Su pr em e-

Cr t\C

-C O

-D

.d wg

Pl ot te d:

/3 0/ a t 9 :3

2a m

B y:

jp re se nt

EXISTING CONDITIONS

PLAN

C150

SCALE

1 INCH = 20 FEET

20 400

RENEWS: 6/30/2028

07/01/2026

100% CD

Date:

HEA Project no.

7/1/2026

JUSTICE BUILDING

PARKING LOT SECURITY

UPGRADES

1163 State St Salem, OR

OREGON DEPARTMENT OF

ADMINISTRATIVE SERVICES

18044-02T

100% CD

1162 Court Street NE Salem, OR

1. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER

DETAIL 3/C400.

2. CONTRACTOR SHALL PROTECT ALL TREE THROUGHOUT

CONSTRUCTION. HAND EXCAVATION MAY BE REQUIRED WITH

EXISTING TREE DRIPLINES. CONTACT OWNER IF ROOTS GREATER

THAN 1" ARE IMPACTED BY CONSTRUCTION.

3. CONTRACTOR SHALL RESTORE ALL CURBS, SIDEWALK, AND

ASPHALT PAVEMENT IMPACTED BY FENCE INSTALLATION. MATCH

EXISTING CONDITIONS AND/OR REFERENCE APPROPRIATE DETAILS

ON SHEET C400.

# DESCRIPTION

REMOVE EXISTING BIKE LOCKER AND SALVAGE FOR

REINSTALLATION. REMOVE EXISTING FOUNDATION AND

RESTORE AREA WITH SOD TO MATCH ADJACENT

LANDSCAPING

2 REMOVE EXISTING BIKE RACK AND SALVAGE FOR

REINSTALLATION

REMOVE EXISTING MEMORIAL PLAQUE AND SALVAGE

FOR REINSTALLATION. REFERENCE ARCHITECTURAL

DRAWINGS FOR REINSTALLATION

4 PROTECT EXISTING GAS METER. NOTIFY OWNER OF ANY

CONFLICT

5 PROTECT EXISTING COMMUNICATION HANDHOLES.

NOTIFY OWNER OF ANY CONFLICT

RELOCATE EXISTING IRRIGATION CONTROL VALVE AND

ASSOCIATED IRRIGATION PIPING. VALVE BOX SHALL BE

LOCATED A MINIMUM OF 1-FOOT FROM THE PROPOSED

FENCE LINE

PROTECT EXISTING UTILITY TUNNEL. NOTIFY OWNER OF

ANY POTENTIAL CONFLICT WITH FENCE AND GATE

FOUNDATIONS

8 PROTECT EXISTING EXHAUST VENT. NOTIFY OWNER OF

ANY CONFLICT

9 REMOVE EXISTING DIRECTIONAL ARROW PAVEMENT

PARKING

REMOVE EXISTING MAIL BOX AND SALVAGE FOR

REINSTALLATION. COORDINATE MAIL BOX RELOCATION

WITH USPS POSTMASTER. CALL 503-540-4502 AND

REFERENCE LOCATION NUMBER 9730100159

REMOVE EXISTING OAK TREE. INSTALL NEW WELL

BRANCHED 2" CALIPER OREGON WHITE OAK (QUERCUS

GARRYANA). COORDINATE LOCATION WITH OWNER

REMOVE EXISTING CEDAR TREE. INSTALL NEW 10'

WESTERN RED CEDAR (THUJA PLICATA) BRANCHED TO

THE GROUND. COORDINATE LOCATION WITH OWNER

X DEMOLITION KEY NOTES

SHEET NOTES

# DESCRIPTION DETAIL

REF.

20 SECURITY FENCE. REFERENCE ARCHITECTURAL

DRAWINGS

21 VEHICULAR GATE. REFERENCE ARCHITECTURAL

DRAWINGS

22 PEDESTRIAN GATE. REFERENCE ARCHITECTURAL

DRAWINGS

REMOVE GRAVEL PATH IN CONFLICT WITH PROPOSED

FENCE. RECONSTRUCT TO MATCH EXISTING CONDITION

AS SHOWN

CONSTRUCT 7.75' x 4.5', 6-INCH THICK CONCRETE PAD.

REINSTALL SALVAGED BIKE LOCKER. MAINTAIN 3-FEET

OF CLEARANCE FROM ADJACENT TRANSFORMER.

REFERENCE GRADING ENLARGEMENT 1 ON SHEET C300

1/C400

CONCRETE CHANNEL FOR GATE RETRACTION

CLEARANCE. REFERENCE GRADING ENLARGEMENT 3 ON

SHEET C300

8/C400

CONSTRUCT 8' x 5', 6-INCH THICK CONCRETE PAD.

REINSTALL SALVAGED BIKE RACK ON PAD. REFERENCE

GRADING ENLARGEMENT 2 ON SHEET C300

1/C400

27 CONSTRUCT CONCRETE SIDEWALK. REFERENCE

GRADING ENLARGEMENT 2 ON SHEET C300

2,3/C400

28 CONSTRUCT CONCRETE SIDEWALK. REFERENCE

GRADING ENLARGEMENT 3 ON SHEET C300

2,3/C400

29 MAINTAIN 3-FEET CLEAR DISTANCE BETWEEN FENCE

AND EXISTING TRANSFORMER

30 INSTALL INLET PROTECTION AT EXISTING INLET 6/C400

CONSTRUCT 6" RETAINING CURB AT PROPOSED

CONCRETE PAD. REFERENCE GRADING ENLARGEMENT 2

ON SHEET C300

4/C400

32 CONSTRUCT CURB ENDING 7/C400

CONSTRUCT 2' x4', 6-INCH THICK CONCRETE PAD.

REINSTALL SALVAGED MAIL BOX. COORDINATE MAIL BOX

RELOCATION WITH USPS. CALL 503-540-4502 AND

REFERENCE LOCATION NUMBER 9730100159.

REFERENCE GRADING ENLARGEMENT 2 ON SHEET C300

1/C400

CONCRETE CHANNEL FOR GATE RETRACTION

CLEARANCE. REFERENCE GRADING ENLARGEMENT 4 ON

SHEET C300

8/C400

CONSTRUCT 2'x2', 6-INCH THICK CONCRETE PAD FOR

GATE OPERATOR. REFERENCE ARCHITECTURAL

DRAWINGS

GATE ACCESS CARD READER STATION. CONTRACTOR

TO COORDINATE LOCATION TO ALLOW DRIVER ACCESS

FROM VEHICLE. REFERENCE ARCHITECTURAL

DRAWINGS

X SITE KEY NOTES

RESERVED

B B

RESERVED

1234567891011121314151617181920

SERVICE

VEHICLE

ONLY

M B

COCO

W W

ICV

PARKING NO

ZONE

JBTRAN

EVLT

TRAN

ICV

TELVLT

EVLT

JB JB JB

RESERVED

#51

#15

#52

TELVLT

13"

2" 2"

23"

19"

38"

31"

24"

25"

11"

12" 33"

36"

13" 6"

12"

13"

14"

19"

GEN

EVEV

ICV

EVLT

ICV

EXISTING BUILDING

C O

N E

P1 P2

P3 P4

P8P9 P10

P11

P12

P13

(170)

(17 1)

POINT TABLE

POINT #

P10

P11

P12

P13

NORTHING

220376.01

220370.97

220354.49

220352.31

220297.67

220300.35

220285.28

220302.02

220351.35

220365.44

220410.76

220407.74

220433.65

EASTING

178596.41

178610.54

178604.67

178610.79

178591.33

178583.79

178578.42

178531.43

178411.92

178372.36

178388.50

178396.98

178406.21

RESERVED

B B

RESERVED

1234567891011121314151617181920

SERVICE

VEHICLE

ONLY

M B

COCO

W W

ICV

PARKING NO

ZONE

JBTRAN

EVLT

TRAN

ICV

TELVLT

EVLT

JB JB JB

RESERVED

#51

#15

#52

TELVLT

13"

2" 2"

23"

19"

38"

31"

24"

25"

11"

12" 33"

36"

13" 6"

12"

13"

14"

19"

GEN

EVEV

ICV

EVLT

ICV

EXISTING BUILDING

C O

N E

6 TYP.

6TYP.

(170)

(17 1)

C400CONCRETE SIDEWALK

PROPERTY LINE

SAWCUT LINE

SHEET LEGEND

SECURITY FENCE. REFERENCE

ARCHITECTURAL DRAWINGS

REROUTED GRAVEL PATH

SAWCUT AND REMOVE EXISTING

CONCRETE SIDEWALK. REPLACE WITH

SOD TO MATCH ADJACENT LANDSCAPING

CONCRETE PAD. REFERENCE ATTACHED

KEYNOTE

Sheet�

Date�

HEA ProMect no.

DraZn by� ChecNed by�

ReYisions�

HENNEBERY EDDY ARCHITECTS, INC.

PORTLAND OFFICE

921 SW WASHINGTON ST, SUITE 250

PORTLAND OREGON 97205

503 227 4860 TEL

503 227 4920 FAX

BEND OFFICE

1000 NW WALL ST, SUITE 220

BEND OREGON 97703

541 313 6779 TEL

BOZEMAN OFFICE

109 NORTH ROUSE AVE, SUITE 1

BOZEMAN MONTANA 59715

406 585 1112 TEL

www.henneberyeddy.com

C O

N D

O C

U M

SITE PLAN

J%P M*R

111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: 503.542.3860 F: 503.274.4681 www.kpff.com

06/30/2026

PERMIT SET

18044-02T

OZner

DOJ/OJD SECURITY

FENCE

1163 State St Salem, OR

Fi le

: N :\c

\p \2

O R-

Su pr em e-

Cr t\C

.d wg T

Pl ot te d:

0/ a t 9

:3 2a m B y:

jp re se nt

SCALE

1 INCH = 20 FEET

20 400

CIVIL SITE AND

DEMOLITION PLAN

C200

2026.06.30

10:19:10 -07'00'DIGITALLY SIGNED

69429

EXPIRATION DATE:

OREGON

12/31/12/31/26EXPIRATION DATE:

07/01/2026

100% CD

Date:

HEA Project no.

7/1/2026

JUSTICE BUILDING

PARKING LOT SECURITY

UPGRADES

1163 State St Salem, OR

OREGON DEPARTMENT OF

ADMINISTRATIVE SERVICES

18044-02T

100% CD

ICV

EVLT

TRAN

ICV

#51

(171.0±)(171.0±)

0.0% 0.

(17 1)

7.75'

4.50'

P14 P15

P16 P17

171.25 TP

171.25 TP171.25 TP

171.25 TP

CONTOUR MAJOR (FG)

CONTOUR MINOR (FG)

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

SPOT ELEVATION

DESCRIPTION LISTED BELOW.

NO DESCRIPTION MEANS TP OR TG

BS BOTTOM OF STEP

BW BOTTOM OF WALL

EG EXISTING GRADE

TC TOP OF CURB

TG TOP OF GROUND

TP TOP OF PAVEMENT

XX.XX XX

GRADE BREAK

1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY.

2. CROSS-SLOPES ON ACCESSIBLE ROUTES ARE DESIGNED AT 1.5%

MAX. AND SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY

GUIDELINES FOR BUILDING AND FACILITIES (ADAAG)

3. WALKWAYS ARE DESIGNED TO NOT REQUIRE HANDRAILS, UNLESS

NOTED OTHERWISE. THEREFORE WALKWAYS ON ACCESSIBLE

ROUTES WITH SLOPES STEEPER THAN 4.5% AND LESS THAN 7.8%

SHALL NOT EXCEED 0.5' RISE.

CALLOUT DESCRIPTION

(169)

(170)

(XXX.X±) EXISTING GRADE

(MATCH WHERE APPLICABLE)

GRADING SLOPE AND DIRECTION (DOWNHILL)X.X%

SLOPE ORIENTATION INDICATING DIRECTION OF

MAXIMUM GRADE (DOWNHILL)

[X.X%]

SHEET NOTES

GRADING LABEL LEGEND

SHEET LEGEND

M B

13"

19"

(169.9±)

(169.8±)(169.3±) TC/TP

(169.2±) TC/TP

1.5%

(170)

(169.3±)

(170.4±)

(170.3±)

8.1%

1.5

170.14 TP

(170.1±)

169.70 TP

(169.6±)

169.15 TP

(169.0±)

170.06 TP

(169.8±)

10.9%

1.0%

4.4%

4%17

169.88 TC

169.38 TP

169.83 TC

169.33 TP

169.75 TC

169.25 TP

169.80 TC

169.30 TP

6.00'

8.00'

0.0%

0.0

169.15 TP

(169.0±) (169.1±)

(169.1±)

P18 P19

P20 P21

P22

P23

P24

P25

P26 P27

P28 P29

169.62 TP

(169.4±)

169.15 TP

3.00'

4.00'

RESERVED

23"

(169.8±)

(169.9±)

(168.8±)

(168.7±)

169.71 TP

169.74 TP

169.49 TP

169.51 TP

4.3%

0.6%

1.2%

3.4

(169)

169.74 TP

(169.4±)

(169.5±)

(169.6±)

'5.00'

17.60'

(169.0±) (168.9±)

169.76 TC

169.26 TP

169.75 TC

169.25 TP

169.82 TP

169.44 TC169.48 TC

(169.8±) (169.8±)

6' 2.00' 1.00'

P30 P31

P32

P33

P34

P35

P36

P37

B B

SERVICE

VEHICLE

ONLY

EVLT

TELVLT

25"

171.17 TC

170.67 TP

171.18 TC

170.68 TP

(170.5±) (170.5±)

170.99 TC

170.98 TC

171.00 TP

170.99 TP

(170.9±)

(170.8±)

2.00' 1.00'

P38

P39

P40 P41

POINT TABLE

POINT #

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

P24

P25

P26

P27

P28

P29

P30

P31

P32

P33

P34

P35

P36

P37

P38

P39

P40

P41

NORTHING

220303.28

220300.67

220299.04

220296.44

220456.96

220454.79

220448.47

220446.31

220441.20

220433.04

220436.48

220428.34

220427.51

220426.51

220423.74

220422.73

220392.10

220391.16

220372.26

220371.59

220368.36

220366.69

220364.90

220361.13

220349.83

220349.16

220331.76

220330.45

EASTING

178555.78

178563.08

178554.27

178561.56

178394.32

178400.45

178391.32

178397.45

178388.76

178398.83

178387.10

178397.13

178375.44

178378.24

178374.10

178376.92

178381.38

178383.18

178374.32

178376.21

178377.45

178382.16

178355.41

178354.08

178608.47

178610.35

178602.03

178603.68

PATH RADIUS TABLE

CURVE #

BEGINNING

NORTHING

220440.60

220434.46

220435.07

220428.94

220358.99

220358.86

BEGINNING

EASTING

178390.45

178396.10

178389.79

178395.44

178371.99

178378.32

LENGTH

4.64'

1.33'

4.64'

3.14'

9.42'

RADIUS

7.00'

2.00'

7.00'

2.00'

6.00'

DELTA

38°00'00"

90°00'00"

TANGENT

DISTANCE

4.56'

1.30'

4.56'

2.83'

8.49'

ENDING

NORTHING

220437.75

220433.65

220435.89

220431.78

220360.20

220355.22

ENDING

EASTING

178394.01

178397.12

178388.78

178391.88

178374.55

178370.65

Sheet�

Date�

HEA ProMect no.

DraZn by� ChecNed by�

ReYisions�

HENNEBERY EDDY ARCHITECTS, INC.

PORTLAND OFFICE

921 SW WASHINGTON ST, SUITE 250

PORTLAND OREGON 97205

503 227 4860 TEL

503 227 4920 FAX

BEND OFFICE

1000 NW WALL ST, SUITE 220

BEND OREGON 97703

541 313 6779 TEL

BOZEMAN OFFICE

109 NORTH ROUSE AVE, SUITE 1

BOZEMAN MONTANA 59715

406 585 1112 TEL

www.henneberyeddy.com

C O

N D

O C

U M

SITE PLAN

J%P M*R

111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: 503.542.3860 F: 503.274.4681 www.kpff.com

06/30/2026

PERMIT SET

18044-02T

OZner

DOJ/OJD SECURITY

FENCE

1163 State St Salem, OR

Fi le

: N :\c

\p \2

O R-

Su pr em e-

Cr t\C

.d wg T

Pl ot te d:

0/ a t 9

:3 2a m B y:

jp re se nt

SITE AND EROSION

CONTROL PLAN

C300

SCALE:1 GRADING ENLARGEMENT

1" = 5' SCALE:2 GRADING ENLARGEMENT

1" = 5'

SCALE:3 GRADING ENLARGEMENT

HORZ: 1" = 5' SCALE:4 GRADING ENLARGEMENT

HORZ: 1" = 5'

SCALE

1 INCH = 5 FEET

5 10

2026.06.30

10:19:14 -07'00'DIGITALLY SIGNED

69429

EXPIRATION DATE:

OREGON

12/31/12/31/26EXPIRATION DATE:

07/01/2026

100% CD

Date:

HEA Project no.

7/1/2026

JUSTICE BUILDING

PARKING LOT SECURITY

UPGRADES

1163 State St Salem, OR

OREGON DEPARTMENT OF

ADMINISTRATIVE SERVICES

18044-02T

100% CD

NOTES:

1. - CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS.

- CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF

TANGENCY AND AT ENDS OF EACH DRIVEWAY.

2. PROVIDE MEDIUM TO COARSE BROOM FINISH.

SCALE: NTS1 CONCRETE PAVEMENT SECTION

6" THICK PORTLAND

CEMENT CONCRETE

3" OF BASE

COURSE

COMPACT

SUBGRADE

SCALE: NTS4 CONCRETE CURB - STANDARD

R=38"

R=34" BACKFILL TO

TOP OF CURB

PAVEMENT

3" OF BASE COURSE

16"

6:1 BATTER

NOTES:

1. CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED.

2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT EXPANSION

JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY.

3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN OR

AS DIRECTED.

4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS APPROVED BY THE

ENGINEER.

5. WHERE CONCRETE SIDEWALK IS USED. INSTALL KEYWAY INTO CURB AS SHOWN.

NOTE 5

NOTES:

1. CONSTRUCT JOINTS PER SIDEWALK JOINTS DETAIL ON THIS SHEET.

SEE PLAN

CONCRETE SIDEWALK

4" MIN. THICKNESS

3" BASE COURSE

SCALE: NTS2 TYP. CONCRETE SIDEWALK

1.5%

EXPANSION / ISOLATION JOINT

38"

SCALE: NTS3 TYP. SIDEWALK JOINTS

JOINT SEALER

SCORE JOINT CONTRACTION JOINT

D/3

1/8" TO 1/4"

DRAINAGE

STRUCTURE,

MANHOLE,

FOOTING OR

SIDEWALK/

DRIVEWAY

TOOLED OR

SAWCUT JOINT

JOINT INTERVALS TABLE

TYPE SPACING OR AT...

SCORE 5' TYP. LOCATIONS SHOWN ON

PLANS

CONTRACTION 15' MAX. END OF RAMPS AND

DRIVEWAYS

EXPANSION/

ISOLATION 200' *

POINTS OF TANGENCY

AND AT ENDS OF EACH

DRIVEWAY OR OTHER

FIXED OBJECTS

* MONOLITHIC CURB AND SIDEWALK SHALL BE 45' MAX.

NOTES:

1. CONTRACTION JOINTS MAY BE USED IN PLACE OF SCORE JOINTS.

2. CONSTRUCTION COLD JOINTS MAY BE USED IN PLACE OF CONTRACTION JOINTS.

3. PROVIDE MEDIUM BROOM FINISH WITH NO TOOL MARKS.

38" FIBER EXPANSION

BOARD WITH BACKER ROD

1/8" TO 1/4"

TOOLED OR

SAWCUT JOINT

R=14"

(TYP.)

14" R

(TYP.)

COMPACTED

SUBGRADE

24" OF BASE

COURSE

AC COURSE:

4" OF 1/2" DENSE GRADED,

LEVEL 3 HMAC

SCALE: NTS5 ASPHALT PAVEMENT SECTION

BAG DETAIL

FOAM2 EACH DUMP

STRAP

EXPANSION RESTRAINT (14"

NYLON ROPE,

2" FLAT WASHERS)

WIDTH=W

LENGTH=L

DEPTH=D

DUMP STRAP

1" REBAR FOR BAG REMOVAL

FROM INLET

REGULAR FLOW

SILTSACK® DUMP STRAP

SCALE: NTS6 INLET SEDIMENT PROTECTION

NOTE:

1. DO NOT USE HIGH FLOW

INSERT BAGS.

SCALE: NTS7 CONCRETE CURB - ENDING

12"

TOP OF

PAVEMENT LINE

TOP OF CURB

BOTTOM OF CURB

SCALE: NTS8 CONCRETE CHANNEL FOR GATE TRACK

4" OF BASE

COURSE

BACKFILL TO TOP

OF CURB

SET BASE ELEVATION

MIN. 2" BELOW BOTTOM

OF GATE. SLOPE BASE

1% TOWARDS ASPHALT

6:1 BATTER,

TYP.

12"6" 6"

(2) #4 CONT. REBAR

R=34", TYP.

R=38", TYP.

Sheet�

Date�

HEA ProMect no.

DraZn by� ChecNed by�

ReYisions�

HENNEBERY EDDY ARCHITECTS, INC.

PORTLAND OFFICE

921 SW WASHINGTON ST, SUITE 250

PORTLAND OREGON 97205

503 227 4860 TEL

503 227 4920 FAX

BEND OFFICE

1000 NW WALL ST, SUITE 220

BEND OREGON 97703

541 313 6779 TEL

BOZEMAN OFFICE

109 NORTH ROUSE AVE, SUITE 1

BOZEMAN MONTANA 59715

406 585 1112 TEL

www.henneberyeddy.com

C O

N D

O C

U M

SITE PLAN

J%P M*R

111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: 503.542.3860 F: 503.274.4681 www.kpff.com

06/30/2026

PERMIT SET

18044-02T

OZner

DOJ/OJD SECURITY

FENCE

1163 State St Salem, OR

Fi le

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DETAILS

C400

2026.06.30

10:19:16 -07'00'DIGITALLY SIGNED

69429

EXPIRATION DATE:

OREGON

12/31/12/31/26EXPIRATION DATE:

07/01/2026

100% CD

Date:

HEA Project no.

7/1/2026

JUSTICE BUILDING

PARKING LOT SECURITY

UPGRADES

1163 State St Salem, OR

OREGON DEPARTMENT OF

ADMINISTRATIVE SERVICES

18044-02T

100% CD

1162 Court Street NE Salem, OR file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG

RESERVED

1234567891011121314151617181920

SERVICE

VEHICLE

ONLY

PARKIN

N O

LOADING ZONE

EVEV

T T

ICV

RD RD

M B

B B

SITE PLAN NOTES

1. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN

ON THIS SHEET IS SHOWN FOR REFERENCE ONLY, AND IS BASED

ON A SURVEY BY KPFF, DATED 02-17-2026.

2. REFERENCE CIVIL DRAWINGS FOR ADDITIONAL SITE WORK

INFORMATION.

A211

A212

JUSTICE

BUILDING

SUPREME

COURT

BUILDING

W A

V E

R L Y

S T th S

T N

DELEGATED DESIGN AND DEFERRED

SUBMITTALS

1. REFERENCE SPECIFICATION SECTION 01 33 16 - DELEGATED DESIGN

PROCEDURES FOR ADDITIONAL INFORMATION.SEE PROJECT DRAWINGS

AND SPECIFICATIONS FOR BALANCE OF DELEGATED DESIGN

COMPONENTS AND SYSTEMS

2. SEE TABLE BELOW FOR PORTIONS OF THE PROJECT THAT ARE TO BE

DELEGATED DESIGN AND/OR DEFERRED SUBMITTAL. THE DOCUMENTS

INCLUDED IN THIS PACKAGE ARE PRELIMINARY TO PROVIDE A BASIS FOR

PLANNING AND BIDDING.

3. ACTUAL DRAWINGS, DETAILS, AND CALCULATIONS FOR THE PORTIONS

OF WORK LISTED AS DELEGATED DESIGN/DEFERRED SUBMITTALS ARE

THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL INCLUDE ALL

WORK REQUIRED TO IMPLEMENT THE ENTIRE PROJECT SCOPE RELATED

TO THESE PORTIONS AND COORDINATION WITH OTHER WORK.

4. DELEGATED DESIGN/DEFERRED SUBMITTAL INFORMATION REQUIRES

REVIEW OF BOTH ARCHITECT/ ENGINEER AND APPROVAL BY THE

AUTHORITY HAVING JURISDICTION.

5. PERMIT ACQUISITION FOR THE DELEGATED DESIGN/DEFERRED

SUBMITTAL SCOPE OF WORK SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

6. THE CONTRACTOR SHALL VERIFY ALL UTILITIES AND EQUIPMENT, AND

COORDINATE EQUIPMENT REQUIREMENTS AND LOCATIONS.

7. THE PROCEDURE FOR THE CONTRACTOR'S DELEGATED

DESIGN/DEFERRED SUBMITTAL IS AS FOLLOWS:

7.1. INITIAL DESIGN REVIEW SHOP DRAWINGS SHALL BE SUBMITTED

TO THE ARCHITECT FOR PRELIMINARY REVIEW.

7.2. FINAL DESIGN, ENGINEERING, AND SHOP DRAWINGS SHALL BE

SUBMITTED TO THE ARCHITECT FOR REVIEW. SUCH DRAWINGS

SHALL BE STAMPED AND SIGNED BY AN ENGINEER WHEN

REQUIRED BY THE AUTHORITY HAVING JURISDICTION.

7.3. FOLLOWING THE ARCHITECT'S REVIEW, THE CONTRACTOR SHALL

SUBMIT TO THE AUTHORITY HAVING JURISDICTION FOR PERMIT

APPROVAL AND ACQUISITION.

7.4. PROCUREMENT, FABRICATION, AND OTHER WORK RELATED TO

DELEGATED DESIGN SUBMITTAL SHALL NOT BE PERFORMED

UNTIL THE DELEGATED DESIGN DOCUMENTS HAVE BEEN

REVIEWED BY THE ARCHITECT AND THE AUTHORITY HAVING

JURISDICTION.

THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING DELEGATED DESIGN/DEFERRED SUBMITTALS:

32 31 13 FENCES AND GATES

PROVIDE ENGINEERED DRAWINGS AND CALCULATIONS FOR FENCE SYSTEM AND FOUNDATIONS

PROVIDE ENGINEERED DRAWINGS AND CALCULATIONS FOR GATE SYSTEM AND FOUNDATIONS

FURNISH:

DEFINITIONS

TO SUPPLY, DELIVER, UNLOAD, AND INSPECT FOR DAMAGE.

INSTALL: TO UNPACK, ASSEMBLE, ERECT, APPLY, PLACE, FINISH, CURE,

PROTECT, CLEAN, START UP, AND MAKE READY FOR USE.

PROVIDE: TO FURNISH AND INSTALL.

SUPPLY: SAME AS FURNISH.

GENERAL NOTES

1. FOR APPLICABLE CODES AND STANDARDS REFER TO THIS SHEET.

2. ALL WORK SHALL COMPLY WITH CODES NOTED ON COVER SHEET;

FEDERAL, CITY AND COUNTY ORDINANCES; AND APPLICABLE,

HEALTH, PLUMBING, MECHANICAL, FIRE AND ELECTRICAL CODES.

3. CONFIRM ALL NEW AND EXISTING CONDITIONS WITH THE CONTRACT

DOCUMENTS. NOTIFY ARCHITECT IMMEDIATELY IN WRITING OF ALL

DISCREPANCIES OR CONFLICTS. DO NOT PROCEED WITH WORK IN

THE AREA OF DISCREPANCY OR CONFLICT UNTIL DIRECTION IS GIVEN

BY ARCHITECT. IF CONTRACTOR PROCEEDS WITHOUT DIRECTION

FROM ARCHITECT, IT SHALL BE AT CONTRACTOR'S RISK AND

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED

CORRECTIVE ACTION.

4. REVIEW THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION

OF SYSTEMS SHOWN ON CONSULTING ENGINEER’S DOCUMENTS.

DISCREPANCIES BETWEEN THE ARCHITECTURAL AND CONSULTING

ENGINEER’S DOCUMENTS SHALL BE BROUGHT TO ARCHITECT'S

ATTENTION FOR DIRECTION. CONSTRUCTION INSTALLED IN CONFLICT

WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY

CONTRACTOR AT NO EXPENSE TO THE OWNER.

5. THE CONTRACTOR SHALL ESTABLISH CLEAR UNDERSTANDING OF

REQUIREMENTS OF THE PROJECT, SYSTEMS AND THEIR

COMPONENTS PRIOR TO ORDERING MATERIALS.

6. THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, SUPPORT

AND PROTECTION AS REQUIRED.

7. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS

OF CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION

EFFORTS WITH THE OWNER'S REQUIREMENTS.

8. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER

AND OWNER PROVIDED CONTRACTORS, IF ANY, AS REQUIRED TO

IMPLEMENT THE SCOPE OF WORK.

9. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR LOCATING,

IDENTIFYING, OR SPECIFYING MEANS OF REMOVAL OF ANY

HAZARDOUS MATERIALS. HAZARDOUS MATERIAL TESTING SHALL BE

COMPLETED BY OWNER CONTRACTED CONSULTANT.

10. IN PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT,

HENNEBERY EDDY ARCHITECTS, INC. ISSUES, EXPRESSES OR IMPLIES

NO WARRANTIES OR CERTIFICATIONS.

11. INFORMATION RELATING TO THE EXISTING SITE, INCLUDING BUT NOT

LIMITED TO SUBSURFACE CONDITIONS, UTILITIES, AND FEATURES NOT

VISIBLE AT THE SURFACE, IS BASED ON OWNER-PROVIDED

DOCUMENTS AND LIMITED FIELD OBSERVATIONS. ACTUAL

CONDITIONS HAVE NOT BEEN VERIFIED BY THE ARCHITECT AND MAY

VARY FROM THOSE INDICATED. INFORMATION IS PROVIDED FOR

REFERENCE ONLY.

THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS,

INCLUDING UTILITIES AND FIELD CONDITIONS, PRIOR TO

CONSTRUCTION AND PROCUREMENT OF MATERIALS OR EQUIPMENT.

12. THE CONTRACTOR SHALL PATCH AND REPAIR ELEMENTS TO MATCH

EXISTING ADJACENT CONDITIONS WHERE ITEMS ARE REMOVED AND

IN AREAS DAMAGED DURING DEMOLITION.

13. THE CONTRACTOR SHALL CLEAN, PLUG, PATCH AND REPAIR ALL

MATERIALS AND SURFACES AS REQUIRED TO PREPARE THEM FOR

NEW WORK.

THE OREGON DEPARTMENT OF ADMINISTRATIVE SERVICES (DAS)

WISHES TO SECURE THE EXISTING PARKING LOT LOCATED BETWEEN

THE OREGON SUPREME COURT BUILDING AT 1163 STATE ST. AND THE

JUSTICE BUILDING AT 1162 COURT ST. THE CURRENT LOT INCLUDES

APPROXIMATELY 42 SPACES.

THIS PROJECT INCLUDES THE INSTALLATION OF A NEW METAL

SECURITY FENCE ENCOMPASSING THE PERIMETER OF THE EXISTING

PARKING LOT, ALONG WITH TWO VEHICULAR GATES AND FOUR

PEDESTRIAN GATES. VEHICULAR ACCESS WILL BE RECONFIGURED TO

SUPPORT ONE-WAY CIRCULATION, WITH INGRESS PROVIDED FROM

WAVERLY STREET AND EGRESS DIRECTED TO 12TH STREET NE. THE

PROJECT ALSO INCLUDES ASSOCIATED ELECTRICAL INFRASTRUCTURE

TO SUPPORT ACCESS CONTROL AND COMMUNICATION SYSTEMS AT

ALL CONTROLLED ENTRY POINTS.

GENERAL PROJECT INFORMATION

CLIENT: DEPARTMENT OF ADMINISTRATIVE SERVICES

(DAS)

PROJECT ADDRESS: 1162 COURT STREET NE. SALEM, OR

APPLICABLE CODES

PROJECT DESCRIPTION

2025 OREGON STRUCTURAL SPECIALTY CODE (OSSC)

2023 OREGON PLUMBING SPECIALTY CODE (OPSC)

2023 OREGON ELECTRICAL SPECIALTY CODE OESC)

2017 ICC A117.1

T H

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Sheet:

Date:

HEA Project no.

Drawn by:

Checked by:

Revisions:

HENNEBERY EDDY ARCHITECTS, INC.

PORTLAND OFFICE

921 SW WASHINGTON ST, SUITE 250

PORTLAND OREGON 97205

503 227 4860 TEL

503 227 4920 FAX

BEND OFFICE

1000 NW WALL ST, SUITE 220

BEND OREGON 97703

541 313 6779 TEL

BOZEMAN OFFICE

109 NORTH ROUSE AVE, SUITE 1

BOZEMAN MONTANA 59715

406 585 1112 TEL

www.henneberyeddy.com

U s e rs \t d u d le yo n e ill \D o c u m e n ts

-0

_F e n c e

V td u d le yo n e ill

.r vt

C D

7/1/2026

A001

SITE PLAN

JUSTICE BUILDING

PARKING LOT SECURITY

UPGRADES

1162 Court Street NE Salem, OR

OREGON DEPARTMENT OF

ADMINISTRATIVE SERVICES

18044-02T

TDO

100% CD

0' 5' 10' 20' 40'1" = 20'-0"A001

1 SITE PLAN - PARKING LOT

TRUE

NORTH

PROJECT

NORTH

38"

31"

24"

25"

11"

12" 33"

36"

19"

13" 6"

12"

NO TRAIN

HORN

S T

O P

°3

ICV

TELVLT

BIKE

LOCKER

VENT

S T

E P

U P

D /W

L/W L/W

L/ W

TRANSFORMER

VAULT

RESERVED

12345

SERVICE

VEHICLE

ONLY

#51

#15

TRAN

EVLT

TRAN

GEN

ICV

B B

13"

23"

19"

14"

S T

O P

HCP

SECURITY

NOTICE

INFO

PLAQUE

16' WIDE VACATED ALLEY PER ORD NO. 141-81

RECORDED 10/20/81, REEL 264, PAGE 867

RESERVATION OF UTILITIES

6" IE OUT =

167.6±

°3

30'

TELVLT

LAWN

S T

E P

U P

H C

D /W

L/W L/W

L/ W

R A

G A

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RESERVEDRESERVED

RESERVED

1617181920

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JB JB JB

M B

DEMOLITION PLAN NOTES

1. SEE SHEET A001 FOR GENERAL NOTES.

2. SEE SHEET C200 FOR CIVIL DEMOLITION PLAN AND NOTES.

3. WHERE NOTES IN THE DRAWINGS REQUIRE THE REMOVAL OF A

BUILDING ELEMENT OR SYSTEM OR A COMPLETE COMPONENT

COMPRISED OF MULTIPLE ELEMENTS, THE CONTRACTOR SHALL

DISASSEMBLE AND COMPLETELY REMOVE FROM THE SITE EACH

ITEM IN ITS ENTIRETY SO AS TO ACCOMMODATE THE INSTALLATION

OF THE NEW WORK TO FOLLOW.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF THE

ACTUAL AMOUNT OF CONCRETE AND PAVEMENT THAT NEEDS TO

BE REMOVED AND REINSTALLED FOR THE CONSTRUCTION OF NEW

ELECTRICAL CONDUIT.

5. THE CONTRACTOR SHALL COORDINATE DEMOLITION WITH

EXISTING SYSTEMS SUCH AS STRUCTURAL, MECHANICAL,

ELECTRICAL REQUIREMENTS.

6. REMOVE ABANDONED ELECTRICAL ITEMS IF THEY WILL BE VISIBLE

AFTER COMPLETION OF THE PROJECT IF UNCOVERED DURING

CONSTRUCTION.

7. ITEMS TO BE SALVAGED SHALL BE CLEANED AND STORED.

COORDINATE WITH OWNER THE RETURN OF SALVAGED ITEMS.

8. ALL LOCALLY RECYCLABLE MATERIALS REMOVED FROM THE SITE

SHALL BE TRANSPORTED TO THE APPROPRIATE RECYCLER.

DEMOLITION PLAN LEGEND

EXISTNG COMPONENT TO BE REMOVED

REMOVE TWO (2) (E) TREES

SEE CIVIL FOR MORE DETAIL.

RELOCATE IRRIGATION CONTROL

EQUIPMENT AS NEEDED FOR FENCE

PLACEMENT. COORDINATE WITH DAS

LANDSCAPE MANAGER

REMOVE (E) BIKE LOCKER.

SALVAGE FOR REINSTALLATION ON SITE.

SEE A212 FOR INSTALLATION LOCATION

(E) LINDEN MEMORIAL TREE TO REMAIN.

REMOVE AND SALVAGE PLAQUE FOR

REINSTALLATION.

COORDINATE REINSTALLATION LOCATION WITH

CLIENT AND ARCHITECT.

REMOVE (E) BIKE RACK.

SALVAGE FOR REINSTALLATION AT SIDEWALK.

SEE A211 FOR INSTALLATION LOCATION

REMOVE (E) MAILBOX.

SALVAGE FOR REINSTALLATION AT SIDEWALK.

SEE A211 FOR INSTALLATION LOCATION

REMOVE (E) PAVEMENT MARKINGS

REMOVE (E) CONCRETE SIDEWALK WHERE

HATCHED. REPLACE WITH SOD TO MATCH

ADJACENT LANDSCAPING. SEE CIVIL

REMOVE (E) TREE.

SEE CIVIL FOR MORE DETAIL

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Sheet:

Date:

HEA Project no.

Drawn by:

Checked by:

Revisions:

HENNEBERY EDDY ARCHITECTS, INC.

PORTLAND OFFICE

921 SW WASHINGTON ST, SUITE 250

PORTLAND OREGON 97205

503 227 4860 TEL

503 227 4920 FAX

BEND OFFICE

1000 NW WALL ST, SUITE 220

BEND OREGON 97703

541 313 6779 TEL

BOZEMAN OFFICE

109 NORTH ROUSE AVE, SUITE 1

BOZEMAN MONTANA 59715

406 585 1112 TEL

www.henneberyeddy.com

U s e rs \t d u d le yo n e ill \D o c u m e n ts

-0

_F e n c e

V td u d le yo n e ill

.r vt

C D

7/1/2026

A101

LEVEL 1 -

DEMOLITION PLAN

JUSTICE BUILDING

PARKING LOT SECURITY

UPGRADES

1162 Court Street NE Salem, OR

OREGON DEPARTMENT OF

ADMINISTRATIVE SERVICES

18044-02T

TDO

100% CD

0' 2' 4' 8' 16'

TRUE

NORTH

PROJECT

NORTH

1/8" = 1'-0"A101

1 DEMOLITION PLAN - PARKING LOT

S E

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R E

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R V

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PARKIN

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C O

8' - 0"8' - 0"8' - 0"3' - 6"4' - 0"

1 4' - 8"

CONCRETE CHANNEL FOR SLIDING GATE CLEARANCE.

SEE CIVIL FOR DIMENSIONS AND CONSTRUCTION.

CONC WALKWAY.

SEE CIVIL DRAWINGS FOR CONSTRUCTION..

(N) CONC WALKWAY. SEE CIVIL FOR CONSTRUCTION.

CONCRETE PAD FOR RELOCATED BIKE RACK. SEE CIVIL FOR CONSTRUCTION.

COORDINATE LOCATION WITH OWNER.

CONCRETE PAD FOR RELOCATED MAILBOX. SEE CIVIL FOR CONSTRUCTION.

COORDINATE LOCATION WITH USPS AND OWNER.

ALIGN

CARD READER AND PEDESTAL. SEE ELECTRICAL FOR DETAILS.

COORDINATE LOCATION WITH OWNER.

COORDINATE EMERGENCY ACCESS (KNOX BOX OR OTHER)

WITH OWNER AND LOCAL JURISDICTION

8' - 0" 8' - 0" 8' - 0" 6' - 0"

CLEAR

14' - 0"

CL CL CL CL CL CLCLCLCLCLCL

C L C L

C L

MIN.

5' - 0"

CONCRETE PAD FOR GATE OPERATOR.

COORDINATE LOCATION WITH GATE MOTOR MFR.

LINE OF (E) MOAT COVER

JUSTICE

BUILDING

SUPREME

COURT

BUILDING

REINSTALL SALVAGED MEMORIAL PLAQUE ON

SECURE SIDE OF FENCE WITH TAMPER-PROOF

MOUNTING BRACKET AND HARDWARE

COORDINATE LOCATION AND DETAIL WITH

CLIENT AND ARCHITECT.

A801

BIDDER-DESIGNED SHALLOW FOUNDATIONS WHERE

FENCE POST IS LOCATED OVER (E) DUCT BANK TUNNEL.

COORDINATE WITH SURVEY AND CIVIL TO VERIFY TUNNEL

DEPTH PRIOR TO INSTALL.

PAVEMENT MARKINGS TO INDICATE ONE-WAY TRAVEL.

MATCH EXISTING IN STYLE AND SIZE.

PLAN NOTES

1. SEE SHEET A001 FOR GENERAL NOTES.

2. SEE ELEVATIONS FOR VERTICAL DIMENSIONS AND TYPICAL

FIXTURE AND ACCESSORY MOUNTING HEIGHTS.

3. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO:

A. FACE OF EXTERIOR FINISH.

B. CENTERLINE OF FENCE

C. FACE OF CONCRETE.

4. DIMENSIONS AND REFERENCE TAGS ARE SHOWN ON ENLARGED

PLANS WHEN ENLARGED PLANS ARE PROVIDED.

PLAN LEGEND

NEW SECURITY FENCE / GATE

NEW CONCRETE PAD / SIDEWALK

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Sheet:

Date:

HEA Project no.

Drawn by:

Checked by:

Revisions:

HENNEBERY EDDY ARCHITECTS, INC.

PORTLAND OFFICE

921 SW WASHINGTON ST, SUITE 250

PORTLAND OREGON 97205

503 227 4860 TEL

503 227 4920 FAX

BEND OFFICE

1000 NW WALL ST, SUITE 220

BEND OREGON 97703

541 313 6779 TEL

BOZEMAN OFFICE

109 NORTH ROUSE AVE, SUITE 1

BOZEMAN MONTANA 59715

406 585 1112 TEL

www.henneberyeddy.com

U s e rs \t d u d le yo n e ill \D o c u m e n ts

-0

_F e n c e

V td u d le yo n e ill

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A211

ENLARGED PLAN -

WEST FENCE

JUSTICE BUILDING

PARKING LOT SECURITY

UPGRADES

1162 Court Street NE Salem, OR

OREGON DEPARTMENT OF

ADMINISTRATIVE SERVICES

18044-02T

TDO

100% CD

0' 2' 4' 8' 16'

3/16" = 1'-0"A211

1 ENLARGED SITE PLAN - WEST P

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4' - 9" 8' - 0"

6' - 0" 8' - 0" 8' - 0" 3' - 0"

CLEAR

14' - 0" 3' - 0" 8' - 0" 8' - 0"

8' - 0" 8' - 0"

4' - 9"

C L R

3' - 0"

MAINTAIN 3'-0" MIN CLEARANCE

AROUND (E) TRANSFORMER ON ALL SIDES

MAINTAIN 3'-0" MIN CLEARANCE

AROUND (E) TRANSFORMER

EXCEPT WHERE NOTED

CONCRETE PAD FOR GATE OPERATOR.

COORDINATE LOCATION WITH GATE MOTOR MFR.

COORDINATE THE LOCATION OF THE FENCE,

GATES, AND CURB CUTS TO AVOID IMPACTING

THE EXISTING VENTILATION STRUCTURE

CONCRETE PAD FOR RELOCATED BIKE

LOCKER.

SEE CIVIL DRAWINGS FOR

CONSTRUCTION

4' - 6"

V.I.F.

9' - 1"

20' - 1" +/-

COORDINATE THE LOCATION OF THE FENCE,

GATES, AND CURB CUTS TO AVOID IMPACTING

EXISTING UNDERGROUND VAULTS.

PROTECT VAULTS DURING CONSTRUCTION.

JUSTICE

BUILDING

SUPREME

COURT

BUILDING

(E) WINDOW. VERIFY LOCATION IN FIELD AND

COORDINATE TERMINATION OF FENCE WITH

WINDOW EDGE.

CLCLCLCLCLCLCLCLCLCLCLCL

C L C L

C L

LINE OF (E) MOAT COVER

PLAN NOTES

1. SEE SHEET A001 FOR GENERAL NOTES.

2. SEE ELEVATIONS FOR VERTICAL DIMENSIONS AND TYPICAL

FIXTURE AND ACCESSORY MOUNTING HEIGHTS.

3. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO:

A. FACE OF EXTERIOR FINISH.

B. CENTERLINE OF FENCE

C. FACE OF CONCRETE.

4. DIMENSIONS AND REFERENCE TAGS ARE SHOWN ON ENLARGED

PLANS WHEN ENLARGED PLANS ARE PROVIDED.

PLAN LEGEND

NEW SECURITY FENCE / GATE

NEW CONCRETE PAD / SIDEWALK

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HENNEBERY EDDY ARCHITECTS, INC.

PORTLAND OFFICE

921 SW WASHINGTON ST, SUITE 250

PORTLAND OREGON 97205

503 227 4860 TEL

503 227 4920 FAX

BEND OFFICE

1000 NW WALL ST, SUITE 220

BEND OREGON 97703

541 313 6779 TEL

BOZEMAN OFFICE

109 NORTH ROUSE AVE, SUITE 1

BOZEMAN…

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File details come from the government source that posted it. Updated Oct 8, 2026.