Attachment C - Drawings.pdf

PDF 10 MB Posted Aug 28, 2026

Attached to: Vehicle Access Gates Replacement
Solicitation number: S-DASOBO-00017472
Issued by: Oregon

About this file

Written by GovTribe AI · Sep 1, 2026

This is an Attachment C - Drawings document for a state and local contract opportunity involving the Oregon Department of Public Safety Standards and Training (DPSST) located in Salem, Oregon. The project involves replacing two existing motorized vehicular entry gates at the main entrance of the DPSST campus at 4190 Aumsville Highway SE. The scope of work includes installation of two new 16-foot-wide swing gates with gate operators, infill fencing to match existing fence style (Ameristar Aegis II Classic or approved equal), and associated electrical work to support gate operation, security systems, and communications. The project also requires removal of existing gates, operators, concrete pads, and related electrical components, along with installation of new equipment including Liftmaster CSW200UL gate operators or approved equivalents, RFID readers (TagMaster XT-5US or approved), induction detection loops for ingress and egress, photo eyes, and integration with the existing Lenel access control system. The architectural firm is Hennebery Eddy Architects, Inc., with electrical engineering by Fluent Engineering.

The construction documents indicate delegated design responsibilities for the contractor regarding engineered drawings and calculations for gate posts and foundations under specification section 32 31 19 for decorative metal fences and gates. The contractor must provide shop drawings and calculations that comply with the 2025 Oregon Structural Specialty Code, 2025 Oregon Fire Code, and 2023 Oregon Electrical Specialty Code, with final designs requiring review and approval by both the architect and authority having jurisdiction. The contractor is responsible for permit acquisition related to delegated design work and must coordinate all equipment verification, utility locations, and system implementations. The project includes a demonstration and adjustment period extending up to four months after substantial completion, with the contractor required to provide RFID tags, programming assistance, system adjustments, and emergency preemption device testing specific to City of Salem and Marion County standards.

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File	Type	Posted
S-DASOBO-00017472-ITB.pdf	PDF	Aug 28, 2026
Attachment B-Technical Specs~2.pdf	PDF	Aug 28, 2026
S-DASOBO-00017472-Addendum-1.pdf	PDF	Aug 28, 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:TIM DUDLEY O'NEILL, AIA.

tdudleyoneill@henneberyeddy.com

CLIENT

DEPARTMENT OF PUBLIC SAFETY STANDARDS AND TRAINING

(DPSST)

4190 AUMSVILLE HWY SE

SALEM, OR 97317

P: 503-385-7849

CONTACT: MICHAEL ANDERSON.

michael.anderson@dpsst.oregon.gov

CONTRACTOR

TBD

ELECTRICAL

FLUENT ENGINEERING

2110 STATE ST

SALEM, OR 97301

P: 503.447.5030

CONTACT: MATTHEW CASH, PE.

mcash@fluentengineering.com

MATERIAL HATCHES (CUT)

BREAKLINE

PIPE BREAK

PROPERTY LINE

GRAPHIC LEGEND

EARTH : COMPACTED FILL

CONCRETE

STEEL

BRICK & TILE

CMU

GROUT / MORTAR

EARTH : UNDISTURBED

GRAVEL : CRUSHED

STONE

SYMBOLS

A301 BUILDING EXTERIOR

ELEVATION

1 REVISION NUMBER

A401 BUILDING SECTION

A501

DETAIL CALLOUT

A501

DETAIL REFERENCE

FIRST FLOOR

100' - 0"

ELEVATION/SECTION

DATUM HEIGHT

10' - 0"

CONTROL JOINT

NORTH ARROW

A BUILDING GRID

DESIGNATION

TRUE

NORTH

WORK POINT

A501

PLAN REFERENCE

VIEW NAME

ELEVATION NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

REVISION AREA

TAG LEGEND

NOT ALL TAGS MAY BE USED

SECTION NUMBER

VIEW NUMBER

SHEET NUMBER

ABBREVIATIONS

ACT

ADA

AFF

CLR

CMU

CONC

CONT

DEMO

DIA

DIM

(E)

ELEC

ELEV

EQUIP

GALV

GYP BD

HSS

HVAC

MAX

MECH

MFR

MIN

N/A

NIC

NO.

NTS

OFCI

OFOI

OPH

P.LAM

SIM

T&G

T.O.

TYP

UON

VIF

W/ W/O

ACOUSTICAL CEILING TILE

AMERICANS WITH DISABILITIES ACT

ABOVE FINISH FLOOR

CONTROL JOINT

CLEAR

CONCRETE MASONRY UNIT

CONCRETE

CONTINUOUS

DEMOLISH/DEMOLITION

DIAMETER

DIMENSION

DOWN

DOWNSPOUT

EXISTING

EACH

EXPANSION JOINT

ELECTRICAL

ELEVATION

EQUAL

EQUIPMENT

EACH WAY

FLOOR DRAIN

FINISH FLOOR

FACE OF

GAUGE

GALVANIZED

GYPSUM BOARD

HOUR

HOLLOW STRUCTURAL SECTION

HEATING, VENTILATING, AIR CONDITIONING

MAXIMUM

MECHANICAL

MANUFACTURER

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

PAIR

PRESSURE/PRESERVATIVE TREATED

ROUGH OPENING

SQUARE FEET

SIMILAR

TONGUE AND GROOVE

TEMPERED GLASS

TOP OF

TYPICAL

UNLESS OTHERWISE NOTED

VERIFY IN FIELD

WITH

WITHOUT

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.

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

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04.27.2026

DPSST Gate Replacement

4190 Aumsville Hwy SE Salem, OR 97317

DPSST

25064-01

TDO

DPSST Gate Replacement

DRAWING SHEET INDEX

GENERAL

COVER COVER

ARCHITECTURAL

A001 SITE PLAN + GENERAL NOTES

A101 SITE - DEMOLITION PLAN

A201 SITE - ENLARGED GATE PLAN

ELECTRICAL

E000 ELECTRICAL COVER SHEET

E100 ELECTRICAL DETAILS

E101 ELECTRICAL DETAILS

E102 ELECTRICAL DETAILS

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

PROJECT LOCATION 4190 AUMSVILLE HWY SE SALEM, OR 97317

OR-22 N. SANTIAM HWY

I-5

K U

E B

L E

R B

L V

SVILLE H

Y SE

TRUE

NORTH

EXISTING ENTRANCE GATE

(E) GUARD

HOUSE

PAVEMENT MARKING

STRIPING AT EGRESS

SURFACE MOUNTED FLEXIBLE

DELINEATOR POSTS, TYP.

EVENLY SPACED

SVILLE H

Y SE

TERMINATE TRAFFIC STRIPING

AT LINE OF CONCRETE APRON

FOR SITE DEMO PLAN, SEE 1/A101

FOR ENLARGED SITE PLAN, SEE 1/A201

T Y

P A

L L P

O S

T S

' - 0

AREA OF

WORK

SVILLE H

Y SE

THIS PROJECT INVOLVES REPLACING TWO EXISTING MOTORIZED

VEHICULAR ENTRY GATES AT THE MAIN ENTRANCE OF THE DPSST

CAMPUS.

THE SCOPE INCLUDES INSTALLATION OF TWO NEW SWING GATES WITH

GATE OPERATORS, INFILL FENCING, AND ASSOCIATED ELECTRICAL

WORK TO SUPPORT GATE OPERATION, SECURITY SYSTEMS, AND

COMMUNICATIONS.

GENERAL PROJECT INFORMATION

BUILDING OWNER: OREGON DEPARTMENT OF PUBLIC SAFETY

STANDARDS AND TRAINING (DPSST)

PROJECT ADDRESS: 4190 AUMSVILLE HWY SE

SALEM, OR

RISK CATEGORY: n/a

APPLICABLE CODES

PROJECT DESCRIPTION

CONSTRUCTION TYPE: n/a

2025 OREGON STRUCTURAL SPECIALTY CODE (OSSC)

2025 OREGON FIRE CODE (OFC)

2023 OREGON ELECTRICAL SPECIALTY CODE (OESC)

DELEGATED DESIGN AND DEFERRED SUBMITTALS

1. REFERENCE SPECIFICATION SECTION 01 10 01 - GENERAL DIVISION O

AND DIVISION 1, DELEGATED DESIGN REQUIREMENTS FOR ADDITIONAL

INFORMATION. SEE PROJECT DRAWINGS AND SPECIFICATIONS FOR

BALANCE OF DELEGATED DESIGN COMPONENTS AND SYSTEMS

2. SEE LIST 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 19 DECORATIVE METAL FENCES AND GATES

PROVIDE ENGINEERED DRAWINGS AND CALCULATIONS FOR GATE

POSTS AND FOUNDATIONS

GENERAL NOTES

1. FOR APPLICABLE CODES AND STANDARDS REFER TO SHEET G01.

2. ALL WORK SHALL COMPLY WITH CODES NOTED ON SHEET G00;

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 PROVIDE FOR DUST CONTROL

THROUGHOUT AND SHALL PROVIDE TEMPORARY MEASURES TO

VENTILATE AREAS DURING ALL PHASES OF DEMOLITION AND

CONSTRUCTION, AND SHALL ERADICATE THE BUILD-UP OF FUMES

FROM FINISH MATERIALS AND CONSTRUCTION ACTIVITIES. THE

CONTRACTOR SHALL MAINTAIN SIX (6) AIR EXCHANGES PER HOUR

UNLESS MORE STRINGENT OSHA, STATE OR LOCAL STANDARDS ARE

REQUIRED.

9. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER

AND OWNER PROVIDED CONTRACTORS, IF ANY, AS REQUIRED TO

IMPLEMENT THE SCOPE OF WORK.

10. 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.

11. IN PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT,

HENNEBERY EDDY ARCHITECTS, INC. ISSUES, EXPRESSES OR IMPLIES

NO WARRANTIES OR CERTIFICATIONS.

12. COORDINATE FLOOR, WALL AND CEILING FIRE RATINGS WITH CODE

COMPLIANCE SHEETS. ALL PENETRATIONS THROUGH RATED

ASSEMBLIES TO BE SEALED WITH AN APPROPRIATE FIRESTOP SYSTEM

WITH AN EQUAL OR GREATER RATING THAN THE PENETRATED

ASSEMBLY.

13. INFORMATION RELATING TO THE EXISTING BUILDING INCLUDING. BUT

NOT LIMITED, TO SYSTEMS AND CONDITIONS HIDDEN FROM VIEW ARE

BASED ON OWNER PROVIDED DOCUMENTS AND LIMITED FIELD

MEASUREMENTS. ACTUAL CONDITIONS HAVE NOT BEEN VERIFIED BY

THE ARCHITECT AND MAY VARY, INFORMATION PROVIDED FOR

REFERENCE PURPOSES ONLY. SYSTEMS AND CONDITIONS SHALL BE

VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND

PROCUREMENT OF MATERIALS OR ITEMS.

14. THE CONTRACTOR SHALL PATCH AND REPAIR ELEMENTS TO MATCH

EXISTING ADJACENT CONDITIONS WHERE ITEMS ARE REMOVED AND

IN AREAS DAMAGED DURING DEMOLITION.

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

MATERIALS AND SURFACES AS REQUIRED TO PREPARE THEM FOR

NEW WORK.

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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

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A001

SITE PLAN +

GENERAL NOTES

DPSST Gate Replacement

4190 Aumsville Hwy SE Salem, OR 97317

DPSST

25064-01

TDO

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

1 SITE PLAN

TRUE

NORTH

PROJECT

NORTH

1" = 200'-0"A001

2 CAMPUS PLAN

DEMOLITION PLAN NOTES

1. SEE SHEET A001 FOR GENERAL NOTES.

2. COORDINTAE WITH ITEMS NOTED ON ELECTRICAL DEMO SHEET

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. THE CONTRACTOR SHALL COORDINATE DEMOLITION WITH

EXISTING SYSTEMS SUCH AS STRUCTURAL AND ELECTRICAL

REQUIREMENTS.

5. REMOVE ABANDONED AND ELECTRICAL ITEMS IF THEY WILL BE

VISIBLE AFTER COMPLETION OF THE PROJECT IF UNCOVERED

DURING CONSTRUCTION.

6. EXISTING ELEMENTS NOTED TO REMAIN SHALL BE PROTECTED

DURING CONSTRUCTION. PATCH AND REPAIR AS NECESSARY TO

MAINTAIN EXISTING CONDITION

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

EXISTING COMPONENT TO REMAIN

(E) GUARD

HOUSE

(E) PEDESTRIAN GATE TO REMAIN.

REMOVE EXIT BUTTON, STANCHION, AND ELECTRICAL COMPONENTS.

REMOVE (E) GATE OPERATOR AND ALL ASSOCIATED ELECTRICAL COMPONENTS.

CONCRETE PAD TO REMAIN.

REMOVE (E) SWING GATE AND ALL ASSOCIATED HARDWARE

REMOVE (E) GATE OPERATOR AND ALL

ASSOCIATED ELECTRICAL COMPONENTS.

REMOVE (E) CONCRETE PAD.

FILL AND PATCH TO MATCH (E) LANDSCAPE

REMOVE (E) SLIDING GATE AND ALL

ASSOCIATED HARDWARE, STRUCTURAL

SUPPORT, AND OTHER ACCESSORIES.

REMOVE (E) PAVEMENT STRIPING

AND DIRECTIONAL ARROWS AT

EGRESS LANE

(E) PEDESTAL AND TRAFFIC BOLLARD TO REMAIN. SEE ELECTRICAL DEMO PLAN.

SEE ELECTRICAL DRAWINGS FOR ELECTRICAL COMPONENTS TO BE REMOVED.

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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

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A101

SITE - DEMOLITION

PLAN

DPSST Gate Replacement

4190 Aumsville Hwy SE Salem, OR 97317

DPSST

25064-01

TDO

0' 2' 4' 8' 16'1/8" = 1'-0"A101

1 SITE - DEMOLITION PLAN

TRUE

NORTH

PROJECT

NORTH

SITE PLAN NOTES

1. SEE SHEET A001 FOR GENERAL NOTES.

2. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO:

A. FACE OF EXISTING FINISH.

B. FACE OF EXTERIOR FINISH.

A201

PAVEMENT MARKING STRIPING

14' MIN

SURFACE MOUNTED FLEXIBLE DELINEATOR POST, TYP.

MAX.12' SPACING BETWEEN POSTS.

ACCESS CARD READER ON (E) PEDESTAL.

SEE ELECTRICAL.

A201

NEW FENCE, MATCH EXISTING

NEW 16' WIDE SWING GATES. MATCH EXISTING FENCE STYLE.

AMERISTAR AEGIS II CLASSIC OR APPROVED EQUAL

NEW CONCRETE PAD AND GATE OPERATOR.

LIFTMASTER CSW200UL OR APPROVED EQUAL

NEW GATE OPERATOR ON EXISTING CONCRETE PAD.

BASIS OF DESIGN: LIFTMASTER CSW200UL OR APPROVED EQUAL

VERIFY EXISTING PAD LOCATION ALIGNS WITH INSTALLATION

INSTRUCTIONS

A201

Sim

(E) GUARD

HOUSE

INDUCTION DETECTION INTERRUPT LOOP

FOR INGRESS HOLD-OPEN. SEE ELECTRICAL FOR LAYOUT.

INDUCTION DETECTION EXIT AND SHADOW LOOPS

FOR EGRESS ACTIVATION. SEE ELECTRICAL FOR LAYOUT.

INDUCTION DETECTION INTERRUPT LOOP

FOR EGRESS HOLD-OPEN. SEE ELECTRICAL FOR LAYOUT

A201

NEW REQUEST TO EXIT BUTTON AND PEDESTAL IN

SAME LOCATION AS DEMOLISHED.

SEE ELECTRICAL FOR WIRING DETAILS.

(E) GUARD HOUSE ROOF ABOVE

BIKE BUTTON ON NEW PEDESTAL.

SEE ELECTRICAL FOR DETAILS.

16' - 0" +/- V.I.F.

6' - 10" +/-16' - 0"

NEW GATE OPERATOR ON (E) PAD.

VERIFY PAD SIZE AND DIMENSIONS

ALIGN WITH OPERATOR INSTALLATION

NEW 16' WIDE SWING GATES AND INFILL FENCE. MATCH EXISTING FENCE STYLE.

AMERISTAR AEGIS II CLASSIC OR APPROVED EQUAL

M A

T C

H E

.I .F

CONCRETE FOOTING FOR GATE POST, TYP

(DELEGATED DESIGN)

" 11"

2'-0" MIN

A201

GATE OPERATOR.

COORDINATE DIMENSIONS WITH

INSTALLATION INSTRUCTIONS

NEW CIP CONCRETE PAD

(EXISTING AT SIM)

DIMS FROM FACE OF NEW GATE AND FENCE

COORDINATE WITH GATE INSTALLATION

INSTRUCTIONS.

NEW FENCE AND POST

PAVEMENT MARKING STRIPING.

(EXISTING CURB AT SIM)

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S T

METAL GATE OPERATOR ENCLOSURE

CAST IN PLACE CONRETE PAD AND

REINFORCEMENT (DELEGATED DESIGN)

(EXISTING AT SIM)

FINISH GRADE

WALL-MOUNTED RFID READER.

SEE ELECTRICAL FOR DETAILS

MAGNETIC LOCK, MOUNT TO GATE FRAME ON

Z-BRACKET.

MOUNT MAGNETIC PLATE AND JUNCTION BOX

TO (E) WALL

PER MANUFACTURER INSTRUCTIONS.

SEE ELECTRICAL FOR WIRING DETAILS.

SWING GATE

(E) WALL

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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

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A201

SITE - ENLARGED

GATE PLAN

DPSST Gate Replacement

4190 Aumsville Hwy SE Salem, OR 97317

DPSST

25064-01

TDO

1/8" = 1'-0"A201

1 SITE - ENLARGED GATE PLAN

0' 2' 4' 8' 16'

TRUE

NORTH

PROJECT

NORTH

1/4" = 1'-0"A201

2 ELEVATION LOOKING SOUTH

1" = 1'-0"A201

4 PLAN DETAIL - EGRESS OPERATOR PAD

1" = 1'-0"A201

5 GATE OPERATOR PAD - SECTION DETAIL

1" = 1'-0"A201

3 PLAN DETAIL - CENTER WALL

AUM

SVILLE HW

Y SE

SHEET NOTES

A. RFID READER DEMONSTRATION, AND SYSTEM ADJUSTMENT PERIOD IS REQUIRED.

CONTRACTOR SHALL PROVIDE NOT LESS THAN THE FOLLOWING UHF TAGS

COMPATIBLE WITH VEHICLE RFID READER (EACH LISTED- TAGMASTER OR APPROVED):

a. (5) VEHICLE WINDSHIELD TAGS

b. (5) VEHICLE HEADLIGHT TAGS

c. (5) ISO CARDS

d. (5) ISO COMBI CARDS

CONTRACTOR SHALL PROVIDE (FURNISH AND INSTALL) ONE RFID READER (XT-5US OR

APPROVE). CONTRACTOR SHALL FURNISH TWO SPARE RFID READERS AS FOLLOWS:

(1) TAGMASTER (OR APPROVED SYSTEM) XT-5US

(1) TAGMASTER (OR APPROVED SYSTEM) LR-6

PLACE RFID READER WHERE SHOWN, INCLUDE PROGRAMMING OF EVERY TAG INDICATED

FOR INGRESS GATE OPENING. PROGRAM EXISTING LENEL ACCESS CONTROL SYSTEM WITH

NEW CARDS/USERS/VEHICLES PER OWNER. SEE UNIT PRICES. PROVIDE 24 HOURS OF

ADDITIONAL PROGRAMMING ASSISTANCE IN BASE BID IN COORDINATION WITH OWNER.

THIS ASSISTANCE IF FOR PROGRAMMING EXISTING USERS, EXACT TIMING OF EQUIPMENT,

ETC. INCLUDE RETURNING NOT LESS THAN 3 ADDITIONAL TIMES, AFTER SUBSTANTIAL

COMPLETION, FOR THE FOLLOWING:

1. ADJUSTING, OR RELOCATING RFID READER AS DIRECTED BY OWNER, OR EOR.

ADJUST SYSTEMS PROGRAMMING. ADJUST LOOP DETECTION SENSITIVITY AS

REQUIRED. GATE OPERATOR SENSITIVITIES/LIMITS, PREEMPTION ADJUSTMENTS

INCLUDING AIM. INCLUDE 6 HOURS ADDITIONAL LABOR.

2. ADJUSTING, AND/OR RELOCATING, AND/OR INSTALLING SPARE RFID READER FOR

NOT LESS THAN TWO READERS AT GATE. ADD ADDITIONAL PROGRAMMING,

CONDUCTORS, ETC. FOR INSTALLING SPARE RFID READER. ADJUST LOOP

DETECTION SENSITIVITY AS REQUIRED. GATE OPERATOR SENSITIVITIES/LIMITS,

PREEMPTION ADJUSTMENTS INCLUDING AIM. . INCLUDE 16 HOURS ADDITIONAL

LABOR, AND ADDITIONAL MATERIAL INDICATED (MATERIAL FOR OPTIONAL

LOCATIONS OF RFID READERS TO BE INCLUDED IN BASE BID). ADJUSTING THE

PROGRAMMING OF THE SYSTEM IS INCLUDED IN THIS PERIOD, AND THUS

INTENDED LABOR HOURS INCLUDES QUALIFIED PROGRAMMER / PROGRAMMING.

3. FINAL ADJUSTMENTS, AND PROGRAMMING TO INSTALLED EQUIPMENT.

DEMONSTRATION PERIOD SHALL EXTEND UP TO 4 MONTHS AFTER SUBSTANTIAL

COMPLETION. BASE BID INCLUDES TAGS, AND ASSOCIATED PROGRAMMING

ONLY. SEE UNIT PRICES. CONTRACTOR IS REQUIRED TO PROVIDE PER, TEST, AND

ADJUST AS WELL AS DEMONSTRATE EMERGENCY PREEMPTION DEVICES SPECIFIC

TO CITY OF SALEM, AND MARION COUNTY EMERGENCY VEHICLE PREEMPTION

STANDARD (SETTINGS). INCLUDE 20 HOURS ADDITIONAL LABOR, AND NOTE THAT

RFID READERS MAY RELOCATE ONCE DURING THIS PART 3 PERIOD AS WELL

(REVERT BACK, OR MOVE TO OTHER IDENTIFIED LOCATION); THUS, INCLUDE

ADDITIONAL MATERIAL (MATERIAL FOR OTHER OPTIONAL RFID READER LOCATION

TO BE INCLUDED IN BASE BID).

LABOR / PROGRAMMING HOURS SHOWN SHALL NOT INCLUDE WARRANTY,

TROUBLESHOOTING, OR BASE SYSTEM OPERATION. THESE HOURS ARE ADDITIONAL, AND

INTENDED FOR SUPPORT USE AT THE OWNER'S DISCRETION.

B. (E) RACEWAY ROUTES ARE ASSUMED, EXACT LOCATION NOT VERIFIED. PROVIDE NEW

RACEWAY AS REQUIRED TO EXECUTE WORK INCLUDING TO CENTER WALL FOR MAG

LOCKS, AND TO GUARD STATION. UNLESS INDICATED NEW RACEWAYS NOT SHOWN.

EXISTING RACEWAYS TO (E) LOOPS NOT SHOWN. (E) SPARE RACEWAY NOT SHOWN.

C. NOT ALL WORK SHOWN ON PLAN VIEW, SEE DETAILS.

D. PROVIDE BOTH LOOP WIRES, AND LOOP DETECTOR INTERFACES WITH ADJUSTABLE

SENSITIVITY. LIFTMASTER LOOPDETLM OR APPROVED. SAW CUT AS REQUIRED TO

PROVIDE. SEE ARCH.

E. MAINTAIN LOOP SEPARATION FROM OTHER LOOPS NOT LESS THAN 4 FEET.

F. PROVIDE RACEWAY AND J-BOX AT EACH PHOTO EYE LOCATION SHOWN. REPLACE

J-BOXES WITH MOUNTING PADS PER DETAILS WHERE PHOTO-EYES INSTALLED. INSTALL

ON SECURE SIDE UNLESS GATE OPERATOR MANUFACTURER ABSOLUTELY REQUIRES ON

UNSECURE SIDE FOR COVERAGE OF ENTRAPMENT ZONE.

G. ONLY VEHICLE DETECTION LOOP WIRES MAY DIFFER IN WIRE SIZE AND INSULATION

TYPE THAN SPECIFICATIONS INDICATE. SEE SPECIFICATIONS FOR OTHER CONDUCTOR

REQUIREMENTS.

1. REMOVE, PROTECT RACEWAY.

2. DISCONNECT (E) LOOPS. NO NOT REMOVE (E) LOOPS UNLESS OTHERWISE INDICATED

BY ARCH. ABANDON. DAMAGE TO (E) LOOP(S) FOR INSTALLATION OF NEW

EXPECTED/OK.

3. THE FOLLOWING WORK IS REQUIRED IN THIS AREA.

3.1. CONNECTION TO (E) ACCESS CONTROL SYSTEM NETWORK FOR REMOTE GATE

OPEN PUSH BUTTON. SEE DETAILS.

3.2. REMOVAL OF (E) INTERCOM/CAMERA.

3.3. PROVIDE SPEAKERS, MICROPHONE AT (E) CAMERA INTERFACE STATION FOR

INGRESS GATE INTERCOM/CALL. SPEAKER & MICROPHONE SHALL BE COMPATIBLE

WITH (E) CAMERA MONITORING STATION/P.C. TEST INTERCOM AUDIBILITY AT EACH

OF 3 LOCATIONS.

3.4. (E) ACCESS CONTROLLER MODIFICATION, ADDITION OF INPUT MODULE (PROVIDE)

TO ACCOMMODATE GATE OPEN BUTTON.

3.5. PROVIDE POWER SUPPLY AND BATTERY BACKUP AS REQUIRED TO ACCOMMODATE

ADDITIONAL EQUIPMENT.

4. SEE DETAILS FOR ADDITIONAL REQUIREMENTS.

5. EXACT LOOP CONFIGURATION PER GATE CONTROLLER REQUIREMENTS. SEE ARCH.

EXTEND EXIT LOOP INTO BOTH NORTH, AND EAST EXITING LANES INTO

INTERSECTION. EXACT LOCATIONS NOT SHOWN. INTERRUPT LOOP SHALL COVER

ENTIRE GATE SWING NAVIGABLE AREA. PROVIDE PER MANUFACTURER'S INSTALLATION

INSTRUCTIONS INCLUDING DEPTH, SEALANT, NUMBER OF TURNS, AND

RECOMMENDED WIRE GAUGE (14,16,18 PER LOOP) WITH XLPE INSULATION. MAINTAIN 4

FEET BETWEEN LOOPS. SEE DETAILS.

6. WITH INTEGRAL BATTERY BACKUP, PHOTO EYE CONTROL, MAG-LOCK CONTROL, LOOP

DETECTION INTERFACE, LOOPS, ETC. AS REQUIRED. SEE ARCH. NOTE PORTIONS OF

GATE OPERATOR INCLUDING THE OPERATOR ITSELF ARE SPECIFIED BY ARCH.

CONTRACTOR RESPONSIBLE FOR A COMPLETE SYSTEM. COORDINATE WITH GENERAL

CONTRACTOR FOR FURNISHING EQUIPMENT INCLUDING GATE OPERATOR

ACCESSORIES WHICH MAY BE SPECIFIED BY EOR.

7. (E) RACEWAYS INCLUDE-POWER, LOOPS, CONTROLS, SPARE (WITHOUT PULLSTRING) (5)

TOTAL. SPARE MAY ONLY EXTEND BEYOND PAD AS A STUB.

8. PROVIDE PEDESTRIAN/BIKE BUTTON. SEE DETAILS. EXACT LOCATION PER OWNER, AND

ARCH.

9. PROVIDE PHOTO EYES. MOUNT BEAM COVERAGE TO PREVENT GATE COLLISION,

AND/OR ENTRAPMENT. LIFTMASTER LMTBUL OR APPROVED. MOUNT ON GATE WALL,

CENTER POSTS, AND AT GROUND AS APPLICABLE. EXACT LOCATIONS NOT SHOWN.

SEE DETAILS, SEE SHEET NOTES.

10. PROVIDE GROUND ROD AT EACH OPERATOR. SEE OPERATOR INSTALLATION

INSTRUCTIONS. SEE DETAILS.

11. SEE UNIT PRICES-- PROVIDE (2) 2"C SPARE. TERMINATE BELOW GRADE IN LANDSCAPE

AREA, AND AT PAD CENTER. CAP EACH END WITH WP CAP. SEE GENERAL NOTES.

12. PROVIDE TWO SETS OF SPEAKERS, AND MICROPHONES AT RECEPTION, COORDINATE

EXACT TYPE WITH OWNER. (i.e. HEAD SET FOR ONE, OR BOTH).

KEYNOTES GENERAL NOTES

1. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

2. DRAWINGS ARE DEVELOPED AS DIGITAL DOCUMENTS. IF CONTRACTOR ELECTS TO PRINT, CONTRACTOR SHALL NOT VIOLATE COPYRIGHT AND DRAWING OWNERSHIP. UTILIZE PROPER SCALE. TEXT SIZE READABILITY IS THE RESPONSIBILITY OF THE CONTRACTOR. IF TEXT IS UNREADABLE ON PRINTED VERSION, CONTACT THE EOR.

DRAWINGS ARE INTENDED TO BE READ WITH DIGITAL ZOOM FUNCTION.

3. HARD-COPY SIGNED AND STAMPED FINAL DOCUMENTS SHALL BE PRINTED AT THE INTENDED SCALE, AND SHALL BE PRINTED SUCH THAT ENGINEER'S SEAL IS LEGIBLE, AND NOT LESS THAN 2-INCHES BY 2-INCHES POINT-TO-POINT PER OAR 820-025-0005. SCALE OF ENGINEER'S SEAL MAY BE DIFFERENT THAN INTENDED DRAWING SCALE. DO NOT RELY UPON ENGINEER'S SEAL SIZE AS ANY INDICATION OF CORRECT DRAWING SCALE, AND/OR PAPER SIZE. DRAWINGS ARE INTENDED AS DIGITAL DOCUMENTS SUCH THAT SEAL SIZE IS

ZOOMABLE TO MEET OAR 820-025-0005.

4. DRAWING DETAIL CALL-OUTS MAY BE PARTIAL. EVERY DETAIL IS APPLICABLE TO THE PROJECT AS A WHOLE

WHERE SUCH DETAILED CONDITION EXISTS.

5. THIS DOCUMENT IS DIGITALLY SIGNED. IF PRINTED, OR “VALID SIGNATURE” BANNER IS NOT DISPLAYED BY THE PDF SOFTWARE, THE PRINTED/DIGITAL COPY IS NO LONGER SIGNED. UNSIGNED DOCUMENTS ARE

PRELIMINARY, AND NOT FOR CONSTRUCTION.

6. SOME EQUIPMENT CONNECTS DIRECTLY TO GATE OPERATORS. MOST OPEN SIGNALS ARE VIA ACCESS

CONTROLLER. SEE CONNECTIONS MATRIX.

7. RACEWAY REQUIRED THROUGHOUT ENTIRE PROJECT.

8. DO NOT EXPOSE ANY RACEWAY/CONDUCTORS AT GATE OPERATORS. GATE OPERATOR FOOTPRINT SHALL

ENTIRELY CONCEAL CONDUCTORS/RACEWAYS.

9. (E) CAMERA SYSTEM MONITORING INTERFACE (P.C., ETC.) IS ASSUMED TO EXIST AT GUARD, AND BUILDING A

RECEPTION. PROVIDE MIC., SPEAKERS, PROGRAMMING AT THOSE LOCATION. SEE KEYNOTES.

10. SEE UNIT PRICES-- PROVIDE (2) 2"C SPARE RACEWAY FROM EACH PAD.

11. PROVIDE LENEL RED COLORED ACCESS CONTROLLER BOARDS. i.e. 1320 SERIES. SEE SPECIFICATIONS.

12. INCLUDE PROGRAMMING OF QUANTITY OF ELEMENTS PROVIDED IN BASE BID FOR RFID CARDS, AND/OR TAGS.

PROGRAMING FOR A COMPLETE OPERABLE SYSTEM SHALL BE INCLUDED IN BASE BID.

POWER

GENERAL

DISCONNECT (F=FUSED, "BLANK"=SWITCH

ONLY)

FLEX CONNECTION

BREAKER

GFI BREAKER

MOTOR

VARIABLE FREQUENCY DRIVE

SURGE PROTECTIVE DEVICE

RELAY

TRANSFORMER

METER

GROUND

JUNCTION BOX

EQUIPMENT TAG (EXHAUST FAN 1 SHOWN)

ELECTRICAL EQUIPMENT AS IDENTIFIED ON

DRAWINGS.

UNDERGROUND/ UNDERFLOOR

RACEWAY

HOMERUN WITH 2 #12

CONDUCTORS

(GROUND NOT SHOWN)

CONCEALED RACEWAY AND

CONDUCTORS. NUMBER OF

SLASHES INDICATES NUMBER OF

CONDUCTORS. PROVIDE GROUND

CONDUCTOR NOT SHOWN. ZERO

SLASHES = 2 CONDUCTORS WITH

3RD GROUND CONDUCTOR.

PROVIDE #12 CONDUCTORS

UNLESS OTHERWISE SHOWN.

#10

HOMERUN WITH 2 #10

CONDUCTORS

(GROUND NOT SHOWN)

HOMERUN WITH 3 #10

CONDUCTORS

(GROUND NOT SHOWN)

KEYNOTE

LOW VOLTAGE CABLE/ HOMERUN

C = CONTROL

#10

ELECTRICAL SYMBOL LEGEND

SPECIALTY RECEPTACLE, NEMA SIZE AS NOTED.

DUPLEX RECEPTACLE

POWER PANEL

CALLOUT (SHEET E0.00, DETAIL #1)

KITCHEN EQUIPMENT TAG

X#.##

SPECIFIC RECEPTACLE, SEE PNL SCHED. AND

MECH FOR CONFIGURATION. MATCH

CONFIGURATION PER EQUIPMENT INSTALLED

AFF, A.F.F. ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

ARCH. ARCHITECT/ARCHITECTURAL

BLDG. BUILDING

C CONDUIT

CD CANDELA

CKT CIRCUIT

C.L. COLUMN LINE

(E) EXISTING

ELEC ELECTRICAL

EMERG EMERGENCY

EOR ENGINEER OF RECORD

ESR'S ELECTRICAL SERVICE

REQUIREMENTS

FAM/FACP FIRE ALARM MASTER/FIRE ALARM

CONTROL PANEL

FT. FEET

GFI/B GROUND FAULT

INTERRUPTER/BREAKER

GND, G GROUND

HVAC HEATING, VENTILATION & AIR

CONDITIONING

IDF INTERMEDIATE DISTRIBUTION

FRAME

LV LOW VOLTAGE

MDF MAIN DISTRIBUTION FRAME

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

N.L. NIGHT LIGHT

PNL PANEL

PROVIDE FURNISH AND INSTALL

SD SUB - DISTRIBUTION

TTB TELEPHONE TERMINAL BOARD

TVSS / SPD TRANSIENT VOLTAGE SURGE

SUPPRESSION/SURGE PROTECTION

DEVICE

TYP TYPICAL

WP WEATHER PROOF

" INCH/INCHES

' FOOT/FEET

ABBREVIATIONS

GROUND FAULT, WEATHERPROOF TYPE

FLOOR BOX, FLOOR BOX WITH DATA

REVISION TAG

GFI WP

VFD

SWITCH

CONTINUATION

SPD

NORTH ARROW

ADDITIONAL/DETAIL NOTE#

FUSE

VFD

DOUBLE DUPLEX RECEPTACLE

SPLIT WIRED WITH 1/2 SWITCHED, +44 A.F.F

UNO

KEYPLAN (OVERALL SITE PLAN)

SCALE: E0.00

0 200' 400'

DEMOLITION SITE PLAN

SCALE: E0.00

0 16' 32' 64'

ELECTRICAL SITE PLAN

SCALE: E0.00

0 10' 20'

(E) ACCESS CONTROLLER

INTERFACE LOCATION NOT

SHOWN. ROUTE CONCEALED

IN RACEWAY THROUGH

INTERIOR TO NEAREST

ACCESS CONTROL NETWORK

INTERFACE INCLUDE 150-FEET

OF ROUTE IN BASE BID. ROUTE

TO ADMINISTRATION IDF, ON

2ND FLOOR FOR (E) ACCESS

CONTROLLER/INTERFACE

LOCATION.

APPROX LOCATION OF (E)

ADMIN RECEPTION AREA. 3

(E) GATE OPERATOR

CONTROLLER

(E) GATE OPERATOR

CONTROLLER

(E) GATE EDGE

SENSORS (WIRELESS)

TYP. EACH GATE

(E) EMERGENCY

VEHICLE SENSORS

TYP. OF (2).

APPROX. LOCATION OF (E)

PEDESTAL. REMOVE (E)

ACCESS CONTROL CARD

READER/PAD. REMOVE (E)

FLUSH MOUNTED

INTERCOM CALL/CAMERA. SEE DETAILS FOR

WORK IN THIS AREA.

PANEL 0-L1A

(E) ACCESS PANEL IN

WALL (FLUSH)

(E) BACK WALL

LOCATION

NOT TO SCALE.

(E) IDF

ACCESS CONTROLLERS

POWER SUPPLIES

(E) PERSON

GATE

PROVIDE WP REQUEST TO EXIT

BUTTON COORDINATE EXACT

REQUIREMENTS WITH ARCHITECT.

(FLUSH, SURFACE, LOCATION, ETC.)

SUBMIT FOR REVIEW.

INGRESS GATE

OPERATOR. 6

EGRESS GATE

OPERATOR.6

PROVIDE HAND-HOLE AT (E) GATE

OPERATOR LOCATION. SEE DETAILS.

(E) CENTER POST/WALL SEE DETAILS

FOR WORK IN THIS AREA.

(E) EGRESS PEDESTAL. SEE DETAILS.

INTERRUPT

LOOP5

EXIT

LOOP

SHADOW

LOOP 5

FUTURE RFID J-BOX SEE DETAILS. SEE

DEMONSTRATION REQUIREMENTS.

INTERRUPT

LOOP 5

Color Code

Color

RED

To Indicate

Electric power lines, cables or conduit, and lighting cables

YELLOW Gas, oil, steam, petroleum, or gaseous materials

ORANGE Communication, alarm or signal lines, cables or conduits, and fiber

BLUE

GREEN

WHITE

PINK

PURPLE

Potable water

Sewers, drainage facilities or other drain lines

Pre-marking of the outer limits of the proposed excavation or marking the centerline and width of propose lineal installations of buried facilities

Temporary survey markings

Slurry, irrigation and reclaimed water

FINES MAY BE IMPOSED FOR MISUSE OF COLORS

Adopted by the American Public Works Association.

Underground facilities shall be marked in accordance with the following designated color code (As per OAR 952-001-0070 (8))

S t e w a r d s h ip

T h r o u g h D e s ig n

T A T E S

T R

E E T

S A L E M

R E G

O N

-4

-5

F l u e n t E n g in e e r in g .c o m

N O

T F

O R

C O

N S

T R

U C

N W

H E N

U N

N E D

\F lu en t E ng in ee rin g\

Pr oj ec ts

\H en ne be ry E dd y_

E nt ra nc e

G at e_

-1

\D ra w in gs \F lu en t 3/

:0 8:

C H

Sheet:

Date:

HEA Project no.

04.27.2026

DPSST Gate Replacement

4190 Aumsville Hwy SE Salem, OR 97317

DPSST

25064-01

Drawn by: ASM ChecNed by: M-C

Revisions:

HENNEBERY EDDY ARCHITECTS,

INC.

PORTLAND OFFICE

921 SW WASHINGTON ST, SUITE

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

Permit Set

LEAVE BLANK FOR CITY APPROVAL STAMP

RED

PROFESS IONA

T T H EW J . C

N G I N E E

UARY 1 8 , 2

59,920

OREGON

EXPIRES: 12/31/2027

Matthew J. Cash Digitall\ Signed %\�

E000

ELECTRICAL

COVER SHEET

(4) 1"C t e w a r d s h ip

T h r o u g h D e s ig n

T A T E S

T R

E E T

S A L E M

R E G

O N

-4

-5

F l u e n t E n g in e e r in g .c o m

N O

T F

O R

C O

N S

T R

U C

N W

H E N

U N

N E D

\F lu en t E ng in ee rin g\

Pr oj ec ts

\H en ne be ry E dd y_

E nt ra nc e

G at e_

-1

\D ra w in gs \F lu en t 3/

:0 8:

C H

Sheet:

Date:

HEA Project no.

04.27.2026

DPSST Gate Replacement

4190 Aumsville Hwy SE Salem, OR 97317

DPSST

25064-01

Drawn by: ASM ChecNed by: M-C

Revisions:

HENNEBERY EDDY ARCHITECTS,

INC.

PORTLAND OFFICE

921 SW WASHINGTON ST, SUITE

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

Permit Set

LEAVE BLANK FOR CITY APPROVAL STAMP

RED

T T H EW J . C

UARY 1 8 , 2

EXPIRES: 12/31/2027

Matthew J. Cash Digitall\ Signed %\�

E100

ELECTRICAL

DETAILS

(E) BLDG. A (ADMINISTRATION

BUILDING) MAIN RECEPTION

(SEE KEYPLAN)

DESK MOUNTED (E)

INTERCOM CAMERA.

(E) PERSON GATE

(E) CARD READER

& ELECTRIC STRIKE 2

(E) INGRESS GATE

CONTROLLER

POWER

CONTROLS

POWER

CONTROLS

(E) EMERGENCY

VEHICLE DETECTION

PRE-EMPTION

(OPTICON)

(E) CENTER

POST/WALL

(E) ACCESS CONTROL

CARD READER/KEYPAD

(E) CAMERA/

INTERCOM/BELL1 1

(E) INGRESS

PEDSTAL2

(E) ON-GATE

EDGE SENSOR

(E) LOOP TYP.

DETAIL KEYNOTES:

1. REMOVE. INCLUDING CONDUCTORS. PROVIDE PULL

STRING, OR USE (E) CONDUCTORS IF FEASIBLE FOR NEW

CONDUCTOR PULL(S).

2. PROTECT, REUSE.

3. REMOVE (E) CONNECTIONS FOR GATE, AND PHONE

BUZZ-IN CONNECTION INTERFACE. PROTECT LENEL

UPLINK TO SYSTEM NETWORK. SEE DETAILS - (E) PERSON

GATE ACCESS CONTROL TO REMAIN.

4. REMOVE.

5. DISCONNECT (E) LOOP(S). REMOVE (E) LOOP CONDUCTORS

TO EXTENT FEASIBLE NOT DISTURBING (E) ASPHALT.

(E) POWER

PANEL 0-L1A2

(E) GUARD HOUSE

(E) ACCESS

CONTROLLER

& RADIO

(E) POWER

SUPPLY

DESK MOUNTED

INTERCOM/CAMERA

WALL MOUNTED

GATE OPENER

AND KEY SWITCH.

SCALE: NTS

DEMOLITION SCHEMATIC

E100

SEE PHOTO

(DETAILS) ELEVATION

CALL OUT.

(E) BLDG. A (ADMINISTRATION

BUILDING) MAIN RECEPTION

PROVIDE MICROPHONE/SPEAKERS

INTERFACE AT RECEPTION PC'S TO

INTEGRATE CAMERA, INTERCOM TO (E)

AVIGILON SYSTEM. SUBMIT COMPLETE

PROGRAMMING INTERFACE UPDATE

INCLUDING ADDED HARDWARE.

(TYP. OF 3 LOCATIONS).

(E) PERSON GATE

INGRESS GATE

CONTROLLER

TO ACCESS CONTROLLER

TO (E) POWER PANEL

(E) CENTER

POST/WALL

PROVIDE COMBINATION

ACCESS CONTROL CARD

READER AND KEYPAD.

PROVIDE MOTOROLA AVIGILON INTERCOM

READER BUTTON OP-VID-(E) ENTRY PRO-INT

PEDISTAL OR APPROVED COMPATABLE

WITH (E) AVIGILON. SEE DETAILS.

DETAIL KEYNOTES:

1. PROVIDE NEW ACCESS CONTROLLER AND POWER SUPPLY WITH

BATTERY BACKUP. CONNECT TO (E) LENEL NETWORK (SEE DETAILS).

INCLUDE REQUIRED RFID READER INTERFACE, FUTURE (2) RFID READERS,

GATE OPEN BUTTONS, INPUT MODULES, ETC. SUBMIT COMPLETE

INTERFACE SHOP DRAWINGS SHOWING CONDUCTOR TERMINAL LEVEL

CONNECTIONS. INCLUDE LNL-1100 SERIES INPUT MODULES, LNL-2210

CONTROLLER(S) ETC. SEE DETAILS. PROVIDE COMPLETE PROGRAMMING.

SEE PROGRAMMING INTERFACE MATRIX. CONNECT TO 20/1 IN (E)

PANEL. BATTERY BACKUP SHALL BE SIZED TO POWER DEVICES

CONNECTED SUCH AS RFID, CARD READER, EMERGENCY PRE-EMPTION,

ETC. SUBMIT BATTERY CALCULATIONS. NOT LESS THAN 48-HOURS

STANDBY OPERATION.

2. PROVIDE NEW RACEWAY, INTERFACE TO (E) LOW VOLTAGE ONLY OR

ROUTE COMPLETE TO TERMINATION. PAINT EXPOSED RACEWAY PER

ARCH. DO NOT INTERFACE TO (E) POWER (120V) RACEWAY.

3. EMERGENCY VEHICLE PRE-EMPTION (AUTOMATIC GATE OPEN) TOMAR

2795-3, OR APPROVED.

4. PROVIDE PHOTO EYE. NOT ALL EYES REQUIRED SHOWN. SEE DETAILS,

SEE PLANS.

5. LENEL LNL-XF2110D OR APPROVED COMPATIBLE WITH (E) LENEL SYSTEM.

WP CARD READER AND PIN PAD. MOUNT ON (E) PEDESTAL. SEE DETAILS.

6. MAGNETIC GATE LOCK. CONTROLLED BY GATE CONTROLLER. COORD.

WITH ARCH. FOR MOUNTING CONNECTION.

7. PROVIDE LOOP DROP-OUT RELAY COMPATIBLE WITH LENEL ACCESS

CONTROLLER. DISABLE EXIT LOOP/SHADOW LOOP UPON ACCESS

CONTROLLER LOCKDOWN MODE. SEE PROGRAMMING MATRIX.

(PED/BIKE BUTTON ALSO DISABLES). MOUNT IN GATE CONTROLLER.

8. PROVIDE INGRESS GATE OPEN BUTTON. INCLUDE ANGLED ENCLOSURE,

AND MOMENTARY BUTTON. SIMILAR ENCLOSURE TO HAMMOND

1456FG4WHBU WITH EATON M22-D-R BUTTON. SUBMIT ASSEMBLY.

COORDINATE BUTTON STYLE, AND FINISHES WITH OWNER, AND

ARCHITECT. UNDER DESK MOUNT MAY ALSO BE ACCEPTABLE. FIX

MOUNT TO DESK PER OWNER, WITH MC CABLE BETWEEN BUTTON AND

WALL. EXACT LOCATION PER OWNER.

(E) POWER

PANEL 0-L1A2

(E) GUARD HOUSE

(E) IDF

SCALE: NTS

SCHEMATIC SYSTEM

E100

TO ACCESS

CONTROLLER

TO (E) POWER

PANEL

(E) PANEL

0-L1A

TO ACCESS

CONTROLLER

PROVIDE WP EXIT

BUTTON ON SECURE SIDE

OF FENCE. COORDINATE

EXACT LOCATION.

TO ACCESS

CONTROLLER

DETAIL NOTES:

1. REUSE (E) RACEWAY TO EXTENT POSSIBLE.

2. DASHED IS ON SECURE SIDE OF FENCE.

3. SHOP DRAWINGS SHALL INDICATE CONDUCTOR TYPES CONTROL/LV FOR:

AVIGILON INTERFACE, RFID READER, ACCESS CONTROL CARD/KEYPAD, PHOTO

EYES, EMERGENCY VEHICLE PRE-EMPTIONS, GATE OPERATORS/CONTROLLERS,

BIKE/PED BUTTON, PERSON GATE EGRESS BUTTON, ETC.

4. SPARES NOT SHOWN. SEE GROUND NOTES.

TO ACCESS CONTROLLER

24 2 4 24

TO EGRESS GATE

CONTROLLER

TO INGRESS GATE

CONTROLLER

PROVIDE EGRESS

INTERRUPT LOOP.

TO ACCESS

CONTROLLER

TO ACCESS

CONTROLLER

PROVIDE INGRESS

INTERRUPT LOOP

MOUNT ON

(E) WALL, SEE

DETAILS.2

TO ACCESS

CONTROLLER

PROVIDE POST MOUNTED

PED/BIKE WP EXIT

BUTTON. SEE DETAILS.

NOTE: IT IS NOT ACCEPTABLE TO INTERFACE

DIRECTLY INTO GATE CONTROLLER

UNLESS SPECIFICALLY INDICATED.

OWNER REQUIRED NOTIFICATIONS,

AND OVERRIDE CONTROL THROUGH

(E) LENEL ACCESS CONTROL SYSTEM

FOR CERTAIN FUNCTIONS AS

INDICATED IS REQUIRED.

SCALE: NTS

PANEL SCHEDULE

E100

SCALE: NTS

INTERFACE/CONNECTION MATRIX

E100

SCALE: NTS

PROGRAMMING MATRIX

E100

SCALE: NTS

RFID READER MOUNTING ELEVATION

E1.00

6'-0"

PROVIDE XT-5, TAGMASTER RFID

READER, AND SPARE OR APPROVED.

PROVIDE 1"C RACEWAY FOR

CONNECTION. MOUNT NO LESS THAN

6' AFG. PROVIDE ADJUSTABLE

MOUNTING BRACKET.

3'-6"

PROVIDE J-BOX FOR FUTURE RFID

READER. PROVIDE 1"C RACEWAY

SPARE. MOUNT NO LESS THAN 6' AFG

6'-0"

PROVIDE J-BOX FOR FUTURE RFID

READER. PROVIDE 1"C RACEWAY SPARE.

MOUNT NO LESS THAN 3'-6" AFG

DETAIL NOTES:

1. SEE SCHEMATIC FOR CONNECTIONS, AND ADDITIONAL REQUIREMENTS.

2. SEE DEMONSTRATION PERIOD REQUIREMENTS.

PROVIDE EGRESS

EXIT LOOP

PROVIDE EGRESS

SHADOW LOOP

TO ACCESS CONTROLLER

TO CAMERA INTERFACE

(SERVER VIA IDF)

(E) INGRESS PEDESTAL

EGRESS GATE

CONTROLLER

e w a r d s h ip

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Sheet:

Date:

HEA Project no.

04.27.2026

DPSST Gate Replacement

4190 Aumsville Hwy SE Salem, OR 97317

DPSST

25064-01

Drawn by: ASM ChecNed by: M-C

Revisions:

HENNEBERY EDDY ARCHITECTS,

INC.

PORTLAND OFFICE

921 SW WASHINGTON ST, SUITE

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

Permit Set

LEAVE BLANK FOR CITY APPROVAL STAMP

RED

T T H EW J . C

UARY 1 8 , 2

EXPIRES: 12/31/2027

Matthew J. Cash Digitall\ Signed %\�

SCALE: NTS

GROUND MOUNT - PHOTO EYE

E100

FINISHED GRADE CONFIRM BOLT SIZE, PATTERN,

HEIGHTS & CONDUIT REQUIREMENTS.

PROVIDE FLUSH WITH GRADE MOW STRIP

12"x12"x6" CONC. PAD NTS

3/4" PVC CONDUIT OR

GREATER AS NEEDED.

PHOTO EYE

MOUNTING BRACKET

SCALE: NTS

GROUND ROD DETAIL

E100

GROUND ROD INSTALLATION

GROUND

CONDUCTOR

1" DIA. X 8'-0"

GROUND ROD

COPPER

8" DIA. CONCRETE

PIPE BODYEXOTHERMIC

WELD/GROUND

ROD CLAMP 12"

1" DIA. HOLE

2" THICK CONCRETE COVER OR

GREATER AS REQUIRED FOR

TRAFFIC. TRAFFIC RATED.

SCALE: NTS

PULL BOX HAND HOLE OPEN BUTTON

E100

PROVIDE UTILITY VAULT

COMPANY 233 W/O

BOTTOM OR APPROVED

CONCRETE ENCLOSURE

WITH TRAFFIC RATED

DIAMOND PLATE COVER.

GROUND METALLIC

PORTIONS OF HANDHOLE

PER NEC INCLUDING

COVER.

GALVANIZED DIAMOND PLATE

COVER W/ PADLOCKING LATCH,

TRAFFIC RATED.

BRASS NAME PLATE. LABEL

PER SPECIFICATIONS AND

NEC. INCLUDE "DANGER

HIGH VOLTAGE" WARNING.

PLAN VIEW

BRASS

NAMEPLATE

PROVIDE CORROSION PROOF MESH TO

PREVENT RODENT ENTRY INTO

HANDHOLE. SEE SPECIFICATIONS.

CRUSHED ROCK

AT BASE

FULL 180° OPEN

RECESSED

LIFT HANDLE

COVER NO. 23-2436P

CRUSHED ROCK

2'-8" 3'-8"

3'-6"

3'-0"

6" MIN. ALL SIDES

12"

DETAIL NOTES:

1. PROVIDE CONDUIT EXPANSION FITTINGS AT EXISTING STRUCTURE

EXPANSION JOINTS.

2. ENSURE THE CONCRETE SET BOLT MATERIAL CONFORMS TO ASTM B-633

AND IS MADE OF ZINC PLATED STEEL. ENSURE THE SET BOLT

CHARACTERISTICS CONFORMS TO GSA SPECIFICATION FF S-325, GROUP

VII, TYPE 2.

3. SEE ARCH FOR ADDITIONAL PAINTING REQUIREMENTS GALVANIZED METAL

PRIMER SHALL BE USED.

CONCRETE

WALL

CONCRETE SET BOLTS 3/8"

X 3" OR GREATER AS

REQUIRED (TYP.)

PAINTED GALVANIZED CONDUIT

CLAMP WITH CUSHION, NUT &

BOLT (VIBRATION DAMPING) (TYP.)

PAINTED

CONDUIT

PAINTED GALVANIZED C-CHANNEL

STRUT, 12 GA. (INSTALL SUPPORT

AND CLAMP AT 3' O.C)

PAINTED GALVANIZED C-CHANNEL

STRUT, 12 GA. (INSTALL SUPPORT

AND CLAMP AT 3' O.C)

PAINTED GALVANIZED CONDUIT

CLAMP WITH CUSHION, NUT &

BOLT (VIBRATION DAMPING) (TYP.)

PAINTED

CONDUIT (TYP.)

CONCRETE SET BOLTS 3/8"

X 3" OR GREATER AS

REQUIRED (TYP.)

CONCRETE

WALL

SCALE: NTS

CONCRETE CONDUIT MOUNT DETAIL

E100

SCALE: NTSE100

3 NEW RACEWAY GUARD STATION

PENTRATION

EXTEND CONDUIT (6")

BEYOND WALL WHEN

TERMINATING

MAINTAIN FIRE RATING

PROVIDE FIRE STOP SEAL

AS REQUIRED

WALL/FOUNDATION/ETC.

LINK SEAL OR APPROVED.

INSTALL PER MANUFACTURER'S

REQUIREMENTS.

CORE DRILL HOLE

AS REQUIRED

SCALE: NTS

BIKE/PED EXIT BUTTON

E100

FINISHED GRADE

CONCRETE

1'-0"

DIA.

42"

30"

CURB

DETAIL NOTES:

1. COORDINATE EXACT LOCATION WITH ARCH.

2. COORDINATE PEDESTAL FINISH WITH ARCH.

DETAIL KEYNOTES:

1. PROVIDE WP MOMENTARY PUSH BUTTON WITH

COMPATIBLE STANCHION MOUNTING. BUTTON

SHALL BE MOMENTARY ONLY SUCH THAT IF

HELD (TAPPED) DOWN GATE WILL NOT "HOLD"

OPEN. SEE PROGRAMMING MATRIX.

DO NOT EXTEND

BEYOND CURB LINE

304 STAINLESS STEEL

PEDESTAL PRO 3x3 TUBE

43-3-12-SS, OR APPROVED.

FINISH BY ARCH. SEE PLANS.

E101

ELECTRICAL

DETAILS

SCALE: NTS

(E) GUARD HOUSE - EQUIPMENT

E100

(E) POWER SUPPLY (E) ACCESS

CONTROLLER & RADIO

(E) IDF

(E) POWER PANEL 0-L1A

SCALE: NTS

(E) INGRESS PEDESTAL

E100

REMOVE (E) CALL,

INTERCOM, CAMERA.

(E) ACCESS CONTROL

CARD READER/PIN PAD

NEW EQUIPMENT SHALL BE SECURELY MOUNTED WITHOUT

GAP(S). (E) EQUIPMENT IS FLUSH AND SURFACE MOUNTED.

NEW IS SURFACE OR SEMI-SURFACE MOUNTED.

CONTRACTOR'S OPTION TO REPLACE (E) REMOVABLE PLATE

WITH NEW SAME KEY. LOCKABLE TYPE REMOVABLE PLATE

WITH SAME AS (E) KEY REQUIRED. PROVIDE FIELD FABRICATED

MATCHING METALLIC PATCH PLATE FILLS TO ACCOMMODATE

SMALLER FOOTPRINT SURFACE/SEMI-FLUSH EQUIPMENT FOR

A NEAT AND PROFESSIONAL INSTALLATION. CONTRACTOR'S

OPTION TO SUBMIT FABRICATION DRAWING FOR REVIEW.

e w a r d s h ip

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\F lu en t E ng in ee rin g\

Pr oj ec ts

\H en ne be ry E dd y_

E nt ra nc e

G at e_

-1

\D ra w in gs \F lu en t 3/

:0 8:

C H

Sheet:

Date:

HEA Project no.

04.27.2026

DPSST Gate Replacement

4190 Aumsville Hwy SE Salem, OR 97317

DPSST

25064-01

Drawn by: ASM ChecNed by: M-C

Revisions:

HENNEBERY EDDY ARCHITECTS,

INC.

PORTLAND OFFICE

921 SW WASHINGTON ST, SUITE

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

Permit Set

LEAVE BLANK FOR CITY APPROVAL STAMP

RED

T T H EW J . C

UARY 1 8 , 2

EXPIRES: 12/31/2027

Matthew J. Cash Digitall\ Signed %\�

SCALE: NTSE102

1 LOOP INSTALLATION REQUIREMENTS

(NOT BY EOR)

SCALE: NTS

PHOTO EYE ENTRAPMENT ZONES (NOT BY EOR)

E102

ELECTRICAL

DETAILS

SCALE: NTS

GENERAL ACCESS CONTROL TOPOLOGY (NOT BY EOR)

E102

NOTE: NOT PROJECT SPECIFIC

THIS N/A TO THIS

PROJECT (NO SIDE WALL)

Sheets

COVER - COVER

A001 - SITE PLAN + GENERAL NOTES

A101 - SITE - DEMOLITION PLAN

A201 - SITE - ENLARGED GATE PLAN

File details come from the government source that posted it. Updated Sep 1, 2026.