Overpark Protective Fencing_Drawings~1.pdf

PDF 11 MB Posted Oct 7, 2026

Attached to: COE ITB 20272018 Overpark Protective Fencing
Solicitation number: S-KE0010-00018143
Issued by: Oregon

About this file

Written by GovTribe AI · Oct 8, 2026

This is a construction drawings package prepared for the City of Eugene, Oregon, involving the installation of protective chainlink fencing on the 5th level of the Overpark Garage located at 99 East 10th Avenue, Eugene, Oregon. The project involves the installation of 1"x1" 9-gauge chainlink fencing mounted above existing concrete panels on a parking structure. The fencing system includes 3-inch terminal posts, 2.5-inch line posts, and 1.5-inch top, bottom, and brace rails. The structural engineer of record is Woodchuck Engineering (Charles C. Du Fault, 541-357-5532), with the City of Eugene Facility Management serving as the owner and architect contact (Jenni Rogers, 541-682-5321). The project maintains all existing concrete with no new concrete placement and does not alter egress, occupancy, or ADA compliance. The drawings include detailed fence post layouts, fence elevation layouts for both the south and north ends, connection details at various structural elements including spandrel panels and beams, and specific fencing requirements at stairwell locations.

All exterior fasteners and connectors exposed to the elements must be either stainless steel or ASTM A153 Class C hot-dipped galvanized suitable for marine and coastal use. The project must conform to the Oregon Specialty Code (latest adopted issue) and follows ASCE 7-22 standards with a design wind speed of 110 mph and Seismic Design Category D. The contractor is responsible for field verification of all dimensions, scanning for existing reinforcing steel to avoid severing it with new anchors, checking plans against site conditions, and notifying the engineer of record of any discrepancies prior to construction. Work sequencing must minimize disruption to public and tenant use, with the contractor required to provide Right of Way permits, blockades, flaggers, and signage. Access requirements mandate that one traffic lane, one entry lane, one exit lane, and the ADA ramp remain operational at all times, with bus lane closures permitted only after 6:30 p.m. Monday-Friday or on weekends. The contractor must provide 14 days' advance notice for any access closures and is fully responsible for all safety and security measures.

View the file

Other files

File	Type	Posted
Overpark Protective Fencing_Project Manual.pdf	PDF	Oct 7, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

OVERPARK PROTECTIVE FENCING

PROJECT DESCRIPTION:

INSTALLATION OF CHAINLINK FENCING ABOVE

EXISTING CONCRETE PANELS ON THE 5TH LEVEL

PROJECT TEAM:

OWNER:

210 CHESHIRE AVENUE

CITY OF EUGENE , FACILITY MANAGEMENT

EUGENE, OREGON 97401

CONTACT: JENNI ROGERS

541-682-5321

JLROGERS@EUGENE-OR.GOV

ARCHITECT:

210 CHESHIRE AVENUE

CITY OF EUGENE , FACILITY MANAGEMENT

EUGENE, OREGON 97401

CONTACT: JENNI ROGERS

541-682-5321

JLROGERS@EUGENE-OR.GOV

STRUCTURAL

2960 W. 19TH AVENUE

WOODCHUCK ENGINEERING

EUGENE, OREGON 97405

CHARLES C. DU FAULT

541-357-5532

ENGINEER:

CODE: MAP & TAX LOT: 1703311412300

O F

, O

G01

N O.

, O

-7

-2

COSTRUCTION TYPE: II

TOTAL AREA: 203,559 SF (NO CHANGE)

OCCUPANCY: S4

NO CHANGE TO EGRESS, OCCUPANCY, OR

ADA COMPLIANCY

SHEET INDEX: G01 GENERAL INFORMATION

OAK STREET

WILLAMETTE STREET

VE 9T

PROJECT LOCATION

S2 FENCE POST LAYOUT

S3 FENCE LAYOUT SOUTH

S4 FENCE LAYOUT NORTH

S5 DETAILS

S6 DETAILS

G02 LOGISTICS SITE PLAN

S1 COVER SHEET

S7 DETAILS

A01 ELEVATIONS

A02 ELEVATIONS

G03 R.O.W. SIGNAGE

STOP STOP

BUS

O F

, O

G02

N O.

, O

-7

-2

LINE OF BUILDING ABOVE

LOGISTICS SITE PLAN

1/16"=1'-0"

BUILDINGBUILDING

ALLEY

10TH AVE.

ALLEY

OAK STREET

ONE TRAFFIC LANE TO REMAIN

OPERATIONAL AT ALL TIMES

ONE ENTRY LANE TO REMAIN

OPERATIONAL AT ALL TIMES

ONE EXIT LANE TO REMAIN

OPERATIONAL AT ALL TIMES

GENERAL NOTES:

1. Contractor to sequence work to minimize disruption of public, tenant, patron and Owner use.

2. Notify Owner 14 days in advance of all closures of access ways, alley ways, parking, entry/exit, and streets.

3. Contractor responsible for all safety and security.

4. Areas below work to be safed off/closed as required.

DOWN

USE OF ADA RAMP AND LANDING

REQUIRED AT ALL TIMES

6. Contractor responsible for Right of Way Permits, blockades, flaggers, and signage.

7. See drawings TM844 & TM844(A) on sheet G03 for Right of Way signage requirements.

ENTRANCE/EGRESS

REQUIRED AT ALL TIMES

5. Contractor responsible for alternative routes and overhead protection as required. Coordinate with Owner.

BUS LANE CLOSURE ONLY PERMITTED

AFTER 6:30 PM ON MONDAY-FRIDAY,

OR ON WEEKENDS.

O F

, O

G03

N O.

W . S

, O

-7

-2

Ωo

AutoCAD SHX Text GENERAL CONDITIONS: 1. ALL WORK SHALL CONFORM WITH THE LATEST ADOPTED ISSUE OF THE OREGON SPECIALTY CODE. ALL WORK SHALL CONFORM WITH THE LATEST ADOPTED ISSUE OF THE OREGON SPECIALTY CODE. 2. CONTRACTOR IS RESPONSIBLE FOR CHECKING THE PLANS AND SITE CONDITIONS AND TO NOTIFY THE ENGINEER OF CONTRACTOR IS RESPONSIBLE FOR CHECKING THE PLANS AND SITE CONDITIONS AND TO NOTIFY THE ENGINEER OF RECORD (E.O.R.) OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. PLEASE CONTACT E.O.R. IF ADDITIONAL WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. PLEASE CONTACT E.O.R. IF ADDITIONAL DIMENSIONS ARE NECESSARY. FOUNDATION: ALL CONCRETE IS EXISTING. NO PROPOSED CONCRETE PLACEMENT STEEL: 1. 1"x1" 9ga. CHAIN LINK FENCING 1"x1" 9ga. CHAIN LINK FENCING 2. 3\" TERMINAL POSTS 3\" TERMINAL POSTS 3. 2{" LINE POSTS 2{" LINE POSTS 4. 1}" TOP, BOTTOM, & BRACE RAILS 1}" TOP, BOTTOM, & BRACE RAILS 5. ALL EXTERIOR FASTENERS/CONNECTORS EXPOSED TO THE ELEMENTS TO BE STAINLESS STEEL(S.S.) -OR- ASTM A153 ALL EXTERIOR FASTENERS/CONNECTORS EXPOSED TO THE ELEMENTS TO BE STAINLESS STEEL(S.S.) -OR- ASTM A153 CLASS C HOT-DIPPED GALVANIZED (HDG), SUITABLE FOR MARINE AND COASTAL USE.

AutoCAD SHX Text ASCE 7-22 OSSC 2025 WLG 2445, JAN 2023 PERSON(S) LIVE LOAD = 300 lb. = 300 lb. Vult = 110 mph = 110 mph EXPOSURE = C = C SEISMIC CATEGORY = D = D SITE CLASS = D = D S = 1.14 MS= 1.14 S = 0.82 M1= 0.82 S = 0.38 1= 0.38 Ie = 1.0 = 1.0 SEISMIC RESISTING SYSTEM: SPECIAL STEEL CANTILEVER COLUMN SYSTEMS: R=2.5 Ω = 2.5 C =2.5 = 2.5 C =2.5C =2.5d=2.5

AutoCAD SHX Text

SHEET INDEX

AutoCAD SHX Text S1

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text S2

AutoCAD SHX Text

FENCE POST LAYOUT

AutoCAD SHX Text S3

AutoCAD SHX Text

FENCE LAYOUT S. END

AutoCAD SHX Text S4

AutoCAD SHX Text

FENCE LAYOUT N. END

AutoCAD SHX Text S5

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text S6

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text S7

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text S8

AutoCAD SHX Text

STAIRWELL FENCING

AutoCAD SHX Text Revisions

AutoCAD SHX Text Rev

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text EXISTING BUILDING PLANS WERE AVAILABLE MORIN LONGWOOD EDLUND ARCHITECTS N.G. JACOBSON & ASSOCIATES, INC. CONSULTING ENGINEERS JOB NO. 6739, 25 NOV. 1968 gLAs Architectural Group PROJECT NUMBER 96059, 10/15/97

AutoCAD SHX Text

SPECIAL INSPECTIONS: PERIODIC INSPECTION FOR POST-INSTALLED ANCHORS

AutoCAD SHX Text ALL DIMENSIONS SHALL BE FIELD VERIFIED. THESE LISTED ARE BASED OFF THE ORIGINAL DRAWINGS.

AutoCAD SHX Text ABBREVIATION INDEX: CONC. CONCRETE CONCRETE (E) EXISTING EXISTING GALV. GALVANIZED GALVANIZED HDG. HOT-DIPPED GALVANIZED HOT-DIPPED GALVANIZED HSS HOLLOW STRUCTURAL STEEL HOLLOW STRUCTURAL STEEL MIN. MINIMUM MINIMUM O.D. OUTSIDE DIAMETER OUTSIDE DIAMETER S.S. STAINLESS STEELSTAINLESS STEEL

AutoCAD SHX Text

CCD

AutoCAD SHX Text

CCD

AutoCAD SHX Text S1

AutoCAD SHX Text

AutoCAD SHX Text 10/7/26

AutoCAD SHX Text 26.090

AutoCAD SHX Text 24x36

AutoCAD SHX Text Scale: N.T.S.

AutoCAD SHX Text

GOOGLE EARTH VIEW

AutoCAD SHX Text

AutoCAD SHX Text S1

AutoCAD SHX Text 2960 W 19th Ave Eugene, OR 97405 541-357-5532

AutoCAD SHX Text Drawing No. Date Drawn By Checked By Sheet of

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text U

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text

REGON

AutoCAD SHX Text 65476

AutoCAD SHX Text

EXPIRES

AutoCAD SHX Text C

AutoCAD SHX Text J

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 12/31/27

AutoCAD SHX Text COE Facility Management 210 Cheshire Ave Eugene, Oregon 97401 Eugene, Oregon 97401 (541) 999-9629

COVER SHEET Overpark Protective Fencing 99 E 10th Ave 99 E 10th Ave Eugene, Oregon 97402

Revisions

AutoCAD SHX Text Rev

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text 56'-10"

AutoCAD SHX Text 14'-8"

AutoCAD SHX Text 18'-6"

AutoCAD SHX Text 14'-8"

AutoCAD SHX Text 18'-6"

AutoCAD SHX Text 20'-0 "12"

AutoCAD SHX Text 19'-5 "34"

AutoCAD SHX Text 20'-0 "12"

AutoCAD SHX Text

P.C. SPANDREL BEAM

AutoCAD SHX Text

P.C. SPANDREL PANEL (TYP.)

AutoCAD SHX Text

(2) BAYS @ 7'-9"

AutoCAD SHX Text

(17) BAYS @ 7'-5"

AutoCAD SHX Text

(2) BAYS @ 7'-9"

AutoCAD SHX Text

(19) BAYS @ 7'-5"

AutoCAD SHX Text

(2) BAYS @ 8'-2 1/2"

AutoCAD SHX Text

(9) BAYS @ 7'-3 3/16"

AutoCAD SHX Text

(7) BAYS @ 7'-8 1/4"

AutoCAD SHX Text 7'-5"

AutoCAD SHX Text 1'-0 "78"

AutoCAD SHX Text 8 "18"

AutoCAD SHX Text 7'-8 "14"

AutoCAD SHX Text 10 "78"

AutoCAD SHX Text 7'-5"

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text

(2) BAYS @ 8'-2 1/2"

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text 7'-3 "316"

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text 20'-0 "12"

AutoCAD SHX Text 19'-5 "34"

AutoCAD SHX Text 20'-0 "12"

AutoCAD SHX Text 7'-9 "38"

AutoCAD SHX Text

TYPICAL LAYOUT UNLESS NOTED OTHERWISE

AutoCAD SHX Text

TYPICAL LAYOUT UNLESS NOTED OTHERWISE

AutoCAD SHX Text

(19) BAYS @ 7'-5"

AutoCAD SHX Text

(2) BAYS @ 7'-9"

AutoCAD SHX Text

(7) BAYS @ 7'-8 1/4"

AutoCAD SHX Text

(2) BAYS @ 7'-9"

AutoCAD SHX Text

(19) BAYS @ 7'-5"

AutoCAD SHX Text

(2) BAYS @ 8'-2 1/2"

AutoCAD SHX Text

(9) BAYS @ 7'-3 3/16"

AutoCAD SHX Text

(2) BAYS @ 8'-2 1/2"

AutoCAD SHX Text 7'-3 "316"

AutoCAD SHX Text 7'-9 "38"

AutoCAD SHX Text

AutoCAD SHX Text ALL DIMENSIONS SHALL BE FIELD VERIFIED. THESE LISTED ARE BASED OFF THE ORIGINAL DRAWINGS.

AutoCAD SHX Text 2960 W 19th Ave Eugene, OR 97405 541-357-5532

AutoCAD SHX Text Drawing No. Date Drawn By Checked By Sheet of

AutoCAD SHX Text

CCD

AutoCAD SHX Text

CCD

AutoCAD SHX Text S2

AutoCAD SHX Text

AutoCAD SHX Text COE Facility Management 210 Cheshire Ave Eugene, Oregon 97401 Eugene, Oregon 97401 (541) 999-9629

AutoCAD SHX Text FENCE POST LAYOUT Overpark Protective Fencing 99 E 10th Ave 99 E 10th Ave Eugene, Oregon 97402

AutoCAD SHX Text 10/7/26

AutoCAD SHX Text 26.090

AutoCAD SHX Text 24x36

AutoCAD SHX Text Scale: 1/16" = 1'-0"

AutoCAD SHX Text

FENCE POST LAYOUT

AutoCAD SHX Text

AutoCAD SHX Text S2

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text U

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text

REGON

AutoCAD SHX Text 65476

AutoCAD SHX Text

EXPIRES

AutoCAD SHX Text C

AutoCAD SHX Text J

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 12/31/27

NORTH

AutoCAD SHX Text Revisions

AutoCAD SHX Text Rev

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text 56'-10"

AutoCAD SHX Text 14'-8"

AutoCAD SHX Text 18'-6"

AutoCAD SHX Text 20'-0 "12"

AutoCAD SHX Text 19'-5 "34"

AutoCAD SHX Text 20'-0 "12"

AutoCAD SHX Text

P.C. SPANDREL BEAM

AutoCAD SHX Text

P.C. SPANDREL PANEL (TYP.)

AutoCAD SHX Text 8'-2 "12"

AutoCAD SHX Text 7'-9 "38"

AutoCAD SHX Text 7'-3 "316"

AutoCAD SHX Text 8'-2 "12"

AutoCAD SHX Text 7'-9 "38"

AutoCAD SHX Text 7'-9"

AutoCAD SHX Text 7'-8 "14"

AutoCAD SHX Text 1'-6 "18"

AutoCAD SHX Text 13' no fencing to allow access to stairs and elevator

AutoCAD SHX Text 1'-0 "78"

AutoCAD SHX Text 7'-5"

AutoCAD SHX Text 1'-1 "78"

AutoCAD SHX Text 10 "18"

AutoCAD SHX Text 1'-2 "78"

AutoCAD SHX Text 9 "18"

AutoCAD SHX Text 1'-3 "78"

AutoCAD SHX Text 8 "18"

AutoCAD SHX Text 11 "18"

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text 5 "34"

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text 5 "34"

AutoCAD SHX Text 2'-9 "58"

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text 8 "18"

AutoCAD SHX Text 1'-6 "18"

AutoCAD SHX Text 7'-8 "14"

AutoCAD SHX Text 7'-5"

AutoCAD SHX Text 1'-3 "78"

AutoCAD SHX Text 8 "18"

AutoCAD SHX Text 1'-6 "18"

AutoCAD SHX Text 7'-5"

AutoCAD SHX Text 1'-4 "18"

AutoCAD SHX Text 7'-9"

AutoCAD SHX Text 1'-0 "78"

AutoCAD SHX Text 7'-5"

AutoCAD SHX Text 1'-1 "78"

AutoCAD SHX Text 10 "18"

AutoCAD SHX Text 1'-2 "78"

AutoCAD SHX Text 9 "18"

AutoCAD SHX Text 11 "18"

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text

AutoCAD SHX Text ALL DIMENSIONS SHALL BE FIELD VERIFIED. THESE LISTED ARE BASED OFF THE ORIGINAL DRAWINGS.

AutoCAD SHX Text 2960 W 19th Ave Eugene, OR 97405 541-357-5532

AutoCAD SHX Text Drawing No. Date Drawn By Checked By Sheet of

AutoCAD SHX Text

CCD

AutoCAD SHX Text

CCD

AutoCAD SHX Text S3

AutoCAD SHX Text

AutoCAD SHX Text COE Facility Management 210 Cheshire Ave Eugene, Oregon 97401 Eugene, Oregon 97401 (541) 999-9629

AutoCAD SHX Text FENCE LAYOUT - SOUTH END Overpark Protective Fencing 99 E 10th Ave 99 E 10th Ave Eugene, Oregon 97402

AutoCAD SHX Text 10/7/26

AutoCAD SHX Text 26.090

AutoCAD SHX Text 24x36

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

AutoCAD SHX Text

FENCE POST LAYOUT - SOUTH END

AutoCAD SHX Text

AutoCAD SHX Text S3

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text U

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text

REGON

AutoCAD SHX Text 65476

AutoCAD SHX Text

EXPIRES

AutoCAD SHX Text C

AutoCAD SHX Text J

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 12/31/27

AutoCAD SHX Text Revisions

AutoCAD SHX Text Rev

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text

AutoCAD SHX Text 56'-10"

AutoCAD SHX Text 14'-8"

AutoCAD SHX Text 18'-6"

AutoCAD SHX Text

P.C. SPANDREL BEAM

AutoCAD SHX Text 7'-9"

AutoCAD SHX Text 7'-8 "14"

AutoCAD SHX Text 1'-6 "18"

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text 13' no fencing to allow access to stairs and elevator

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text 20'-0 "12"

AutoCAD SHX Text 19'-5 "34"

AutoCAD SHX Text 20'-0 "12"

AutoCAD SHX Text 8 "18"

AutoCAD SHX Text 7'-5"

AutoCAD SHX Text 10 "78"

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text 8 "18"

AutoCAD SHX Text 1'-6 "18"

AutoCAD SHX Text 7'-8 "14"

AutoCAD SHX Text 8 "18"

AutoCAD SHX Text 1'-6 "18"

AutoCAD SHX Text 7'-5"

AutoCAD SHX Text 1'-4 "18"

AutoCAD SHX Text 8'-2 "12"

AutoCAD SHX Text 7'-9 "38"

AutoCAD SHX Text 7'-3 "316"

AutoCAD SHX Text 8'-2 "12"

AutoCAD SHX Text 7'-9 "38"

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text 5 "34"

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text 5 "34"

AutoCAD SHX Text 2'-9 "58"

AutoCAD SHX Text 7'-9"

AutoCAD SHX Text 7'-8 "14"

AutoCAD SHX Text 1'-6 "18"

AutoCAD SHX Text 8 "18"

AutoCAD SHX Text 7'-5"

AutoCAD SHX Text 10 "78"

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text 8 "18"

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text

AutoCAD SHX Text ALL DIMENSIONS SHALL BE FIELD VERIFIED. THESE LISTED ARE BASED OFF THE ORIGINAL DRAWINGS.

AutoCAD SHX Text 2960 W 19th Ave Eugene, OR 97405 541-357-5532

AutoCAD SHX Text Drawing No. Date Drawn By Checked By Sheet of

AutoCAD SHX Text

CCD

AutoCAD SHX Text

CCD

AutoCAD SHX Text S4

AutoCAD SHX Text

AutoCAD SHX Text COE Facility Management 210 Cheshire Ave Eugene, Oregon 97401 Eugene, Oregon 97401 (541) 999-9629

AutoCAD SHX Text FENCE POST LAYOUT - NORTH END Overpark Protective Fencing 99 E 10th Ave 99 E 10th Ave Eugene, Oregon 97402

AutoCAD SHX Text 10/7/26

AutoCAD SHX Text 26.090

AutoCAD SHX Text 24x36

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

AutoCAD SHX Text

FENCE POST LAYOUT - NORTH END

AutoCAD SHX Text

AutoCAD SHX Text S4

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text U

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text

REGON

AutoCAD SHX Text 65476

AutoCAD SHX Text

EXPIRES

AutoCAD SHX Text C

AutoCAD SHX Text J

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 12/31/27

S56

AutoCAD SHX Text Revisions

AutoCAD SHX Text Rev

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text 7'-9"

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text

1'-3" CURB ON N & S ENDS

AutoCAD SHX Text

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text 1'-0 "78"

AutoCAD SHX Text 10"

AutoCAD SHX Text

3'-6" FIELD VERIFY

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT3" EMBEDMENT

AutoCAD SHX Text

(1) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

1" NON-SHRINK GROUT

AutoCAD SHX Text 6"x3"x{" BASE PLATE

AutoCAD SHX Text

FLANGE FOR 2{" O.D.

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text 2\" FASCIA MOUNT BRACKET, HDG. SKU CLFWMB-212 (8 mm) OR EQUIVALENT

AutoCAD SHX Text 11 "18"

AutoCAD SHX Text 4'-9 "78"

AutoCAD SHX Text 7'-5"

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

FLAT SLAB

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text

3'-6" FIELD VERIFY

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

SEE ARCHITECTURAL

AutoCAD SHX Text

(E) PANEL CONNECTION

AutoCAD SHX Text 3\" FASCIA MOUNT BRACKET, HDG. SKU CLFWMB-312 (10 mm) OR EQUIVALENT

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT3" EMBEDMENT

AutoCAD SHX Text

(1) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

1" NON-SHRINK GROUT

AutoCAD SHX Text 8"x4"x{" BASE PLATE

AutoCAD SHX Text

FLANGE FOR 3\" O.D.

AutoCAD SHX Text

SEE ARCHITECTURAL

AutoCAD SHX Text 10"

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT3" EMBEDMENT

AutoCAD SHX Text

(1) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

1" NON-SHRINK GROUT

AutoCAD SHX Text 6"x3"x{" BASE PLATE

AutoCAD SHX Text

FLANGE FOR 2{" O.D.

AutoCAD SHX Text 2\" FASCIA MOUNT BRACKET, HDG. SKU CLFWMB-212 (8 mm) OR EQUIVALENT

AutoCAD SHX Text 10"

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT3" EMBEDMENT

AutoCAD SHX Text

(1) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

1" NON-SHRINK GROUT

AutoCAD SHX Text 6"x3"x{" BASE PLATE

AutoCAD SHX Text

FLANGE FOR 2{" O.D.

AutoCAD SHX Text

(E) PANEL CONNECTION

AutoCAD SHX Text 2\" FASCIA MOUNT BRACKET, HDG. SKU CLFWMB-212 (8 mm) OR EQUIVALENT

AutoCAD SHX Text SCAN FOR EXISTING REINFORCING STEEL IN EXISTING STRUCTURE. ENSURE NEW ANCHORS DO NOT SEVER THE EXISTING REINFORCING STEEL. CONTACT OWNER FOR DISCREPANCIES IN THE FIELD

AutoCAD SHX Text 2960 W 19th Ave Eugene, OR 97405 541-357-5532

AutoCAD SHX Text Drawing No. Date Drawn By Checked By Sheet of

AutoCAD SHX Text

CCD

AutoCAD SHX Text

CCD

AutoCAD SHX Text S5

AutoCAD SHX Text

AutoCAD SHX Text COE Facility Management 210 Cheshire Ave Eugene, Oregon 97401 Eugene, Oregon 97401 (541) 999-9629

AutoCAD SHX Text DETAILS Overpark Protective Fencing 99 E 10th Ave 99 E 10th Ave Eugene, Oregon 97402

AutoCAD SHX Text 10/7/26

AutoCAD SHX Text 26.090

AutoCAD SHX Text 24x36

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

CORNER DETAIL

AutoCAD SHX Text

AutoCAD SHX Text S5

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text U

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text

REGON

AutoCAD SHX Text 65476

AutoCAD SHX Text

EXPIRES

AutoCAD SHX Text C

AutoCAD SHX Text J

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 12/31/27

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

CONNECTION NEAR CONC. COL

AutoCAD SHX Text

AutoCAD SHX Text S5

AutoCAD SHX Text

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

DETAIL AT SPANDREL PANEL

AutoCAD SHX Text

AutoCAD SHX Text S5

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

CONNECTION AT P.C. SPANNING BEAM

AutoCAD SHX Text

AutoCAD SHX Text S5

AutoCAD SHX Text

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

DETAIL AT SPANDREL PANEL

AutoCAD SHX Text

AutoCAD SHX Text S5

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

DETAIL AT SPANDREL PANEL

AutoCAD SHX Text

AutoCAD SHX Text S5

AutoCAD SHX Text A

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

DETAIL AT CORNER

AutoCAD SHX Text

AutoCAD SHX Text S5

AutoCAD SHX Text Revisions

AutoCAD SHX Text Rev

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text 7'-8 "14"

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

1" NON-SHRINK GROUT

AutoCAD SHX Text 6"x3"x{" BASE PLATE

AutoCAD SHX Text

FLANGE FOR 2{" O.D.

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

(N) CUSTOM BRACKET, HDG.

AutoCAD SHX Text

(1) |" GALV. SET-SCREW

AutoCAD SHX Text

(1) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

(N) CUSTOM BRACKET, HDG.

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text 8 "18"

AutoCAD SHX Text 7'-8 "14"

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

1" NON-SHRINK GROUT

AutoCAD SHX Text 6"x3"x{" BASE PLATE

AutoCAD SHX Text

FLANGE FOR 2{" O.D.

AutoCAD SHX Text

(E) PANEL CONNECTION

AutoCAD SHX Text

(E) PANEL CONNECTION

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

(1) |" GALV. SET-SCREW

AutoCAD SHX Text

(N) CUSTOM BRACKET, HDG.

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

1" NON-SHRINK GROUT

AutoCAD SHX Text 6"x3"x{" BASE PLATE

AutoCAD SHX Text

FLANGE FOR 2{" O.D.

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

(N) CUSTOM BRACKET, HDG.

AutoCAD SHX Text

(1) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

(N) CUSTOM BRACKET, HDG.

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT3" EMBEDMENT

AutoCAD SHX Text

(1) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

1" NON-SHRINK GROUT

AutoCAD SHX Text 6"x3"x{" BASE PLATE

AutoCAD SHX Text

FLANGE FOR 2{" O.D.

AutoCAD SHX Text

(N) 2\" FACIA MOUNT BRACKET, HDG.

AutoCAD SHX Text

1'-10" FIELD VERIFY

AutoCAD SHX Text

3'-1" FIELD VERIFY

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

1" NON-SHRINK GROUT

AutoCAD SHX Text 6"x3"x{" BASE PLATE

AutoCAD SHX Text

FLANGE FOR 2{" O.D.

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

(N) CUSTOM BRACKET, HDG.

AutoCAD SHX Text

(1) |" GALV. SET-SCREW

AutoCAD SHX Text

(1) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

(N) CUSTOM BRACKET, HDG.

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

AutoCAD SHX Text SCAN FOR EXISTING REINFORCING STEEL IN EXISTING STRUCTURE. ENSURE NEW ANCHORS DO NOT SEVER THE EXISTING REINFORCING STEEL. CONTACT OWNER FOR DISCREPANCIES IN THE FIELD

AutoCAD SHX Text 2960 W 19th Ave Eugene, OR 97405 541-357-5532

AutoCAD SHX Text Drawing No. Date Drawn By Checked By Sheet of

AutoCAD SHX Text

CCD

AutoCAD SHX Text

CCD

AutoCAD SHX Text S6

AutoCAD SHX Text

AutoCAD SHX Text COE Facility Management 210 Cheshire Ave Eugene, Oregon 97401 Eugene, Oregon 97401 (541) 999-9629

AutoCAD SHX Text DETAILS Overpark Protective Fencing 99 E 10th Ave 99 E 10th Ave Eugene, Oregon 97402

AutoCAD SHX Text 10/7/26

AutoCAD SHX Text 26.090

AutoCAD SHX Text 24x36

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

TRANSITION DETAIL

AutoCAD SHX Text

AutoCAD SHX Text S6

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text U

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text

REGON

AutoCAD SHX Text 65476

AutoCAD SHX Text

EXPIRES

AutoCAD SHX Text C

AutoCAD SHX Text J

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 12/31/27

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

CONNECTION MID-SPAN

AutoCAD SHX Text

AutoCAD SHX Text S6

AutoCAD SHX Text

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

DETAIL AT SPANDREL BEAM

AutoCAD SHX Text

AutoCAD SHX Text S6

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

TRANSITION DETAIL

AutoCAD SHX Text

AutoCAD SHX Text S6

AutoCAD SHX Text

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

DETAIL AT SPANDREL BEAM

AutoCAD SHX Text

AutoCAD SHX Text S6

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

DETAIL AT TRANSITION

AutoCAD SHX Text

AutoCAD SHX Text S6

AutoCAD SHX Text A

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

DETAIL AT SPANDREL BEAM

AutoCAD SHX Text

AutoCAD SHX Text Revisions

AutoCAD SHX Text Rev

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text

3'-6" FIELD VERIFY

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 1'

AutoCAD SHX Text 6"

AutoCAD SHX Text 1"

AutoCAD SHX Text

(E) PANEL CONNECTION

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT3" EMBEDMENT

AutoCAD SHX Text

(1) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

1" NON-SHRINK GROUT

AutoCAD SHX Text 8"x4"x{" BASE PLATE

AutoCAD SHX Text

FLANGE FOR 3\" O.D.

AutoCAD SHX Text 3\" FASCIA MOUNT BRACKET, HDG. SKU CLFWMB-312 (10 mm) OR EQUIVALENT

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text 7'-9"

AutoCAD SHX Text 8 "14"

AutoCAD SHX Text

1'-3" CURB ON N & S ENDS

AutoCAD SHX Text 10"

AutoCAD SHX Text

2'-11" FIELD VERIFY

AutoCAD SHX Text

3'-6" FIELD VERIFY

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT3" EMBEDMENT

AutoCAD SHX Text

(1) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

1" NON-SHRINK GROUT

AutoCAD SHX Text 6"x3"x{" BASE PLATE

AutoCAD SHX Text

FLANGE FOR 2{" O.D.

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text 2\" FASCIA MOUNT BRACKET, HDG. SKU CLFWMB-212 (8 mm) OR EQUIVALENT

AutoCAD SHX Text 10"

AutoCAD SHX Text

2'-11" FIELD VERIFY

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT3" EMBEDMENT

AutoCAD SHX Text

(1) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT

AutoCAD SHX Text

1" NON-SHRINK GROUT

AutoCAD SHX Text 6"x3"x{" BASE PLATE

AutoCAD SHX Text

FLANGE FOR 2{" O.D.

AutoCAD SHX Text 2\" FASCIA MOUNT BRACKET, HDG. SKU CLFWMB-212 (8 mm) OR EQUIVALENT

AutoCAD SHX Text

AutoCAD SHX Text SCAN FOR EXISTING REINFORCING STEEL IN EXISTING STRUCTURE. ENSURE NEW ANCHORS DO NOT SEVER THE EXISTING REINFORCING STEEL. CONTACT OWNER FOR DISCREPANCIES IN THE FIELD

AutoCAD SHX Text 2960 W 19th Ave Eugene, OR 97405 541-357-5532

AutoCAD SHX Text Drawing No. Date Drawn By Checked By Sheet of

AutoCAD SHX Text

CCD

AutoCAD SHX Text

CCD

AutoCAD SHX Text S7

AutoCAD SHX Text

AutoCAD SHX Text COE Facility Management 210 Cheshire Ave Eugene, Oregon 97401 Eugene, Oregon 97401 (541) 999-9629

AutoCAD SHX Text DETAILS Overpark Protective Fencing 99 E 10th Ave 99 E 10th Ave Eugene, Oregon 97402

AutoCAD SHX Text 10/7/26

AutoCAD SHX Text 26.090

AutoCAD SHX Text 24x36

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

POST AT MID-SPAN

AutoCAD SHX Text

AutoCAD SHX Text S7

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text U

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text

REGON

AutoCAD SHX Text 65476

AutoCAD SHX Text

EXPIRES

AutoCAD SHX Text C

AutoCAD SHX Text J

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 12/31/27

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

DETAIL AT CORNER

AutoCAD SHX Text

AutoCAD SHX Text S7

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

DETAIL AT SPANDREL PANEL

AutoCAD SHX Text

AutoCAD SHX Text S7

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

POST NEAR COLUMN

AutoCAD SHX Text

AutoCAD SHX Text S7

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

CORNER DETAIL

AutoCAD SHX Text

AutoCAD SHX Text S7

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

DETAIL AT SPANDREL PANEL

AutoCAD SHX Text

AutoCAD SHX Text Revisions

AutoCAD SHX Text Rev

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) \" BOXBOLT TYPE C SIZE 2, HDG OR S.S. (OR EQUIV.)

AutoCAD SHX Text 6"x3"x{" BASE PLATE

AutoCAD SHX Text

FLANGE FOR 2{" O.D.

AutoCAD SHX Text

(E) HSS 10x8x{

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) \" BOXBOLT TYPE C SIZE 2, HDG OR S.S. (OR EQUIV.)

AutoCAD SHX Text 6"x3"x{" BASE PLATE

AutoCAD SHX Text

FLANGE FOR 2{" O.D.

AutoCAD SHX Text

(E) HSS 10x8x{

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) \" BOXBOLT TYPE C SIZE 2, HDG OR S.S. (OR EQUIV.)

AutoCAD SHX Text 6"x3"x{" BASE PLATE

AutoCAD SHX Text

FLANGE FOR 2{" O.D.

AutoCAD SHX Text

(E) HSS 10x8x{

AutoCAD SHX Text

(2) |" GALV. SET-SCREW

AutoCAD SHX Text

(2) \" BOXBOLT TYPE C SIZE 2, HDG OR S.S. (OR EQUIV.)

AutoCAD SHX Text 6"x3"x{" BASE PLATE

AutoCAD SHX Text

FLANGE FOR 2{" O.D.

AutoCAD SHX Text

(E) HSS 10x8x{

AutoCAD SHX Text

FLANGE FOR 2{" O.D.

AutoCAD SHX Text

2{" O.D. FENCE POSTS

AutoCAD SHX Text 6"x3"x{" BASE PLATE

AutoCAD SHX Text @ STAIRWELL: (2) \" BOXBOLT TYPE C SIZE 2, HDG OR S.S. (OR EQUIV.) @ DECK: (2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT IN CONC.3" EMBEDMENT IN CONC.

AutoCAD SHX Text

|" FILLET WELD ALL-AROUND

AutoCAD SHX Text

FLANGE FOR 3\" O.D.

AutoCAD SHX Text

3\" O.D. FENCE POSTS

AutoCAD SHX Text 8"x4"x{" BASE PLATE

AutoCAD SHX Text

(2) }" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT IN CONC.3" EMBEDMENT IN CONC.

AutoCAD SHX Text

|" FILLET WELD ALL-AROUNDFILLET WELD ALL-AROUND

AutoCAD SHX Text

2{" O.D. FENCE POSTS

AutoCAD SHX Text

{" CUSTOM BENT PLATE

AutoCAD SHX Text

9 " 316" FIELD VERIFY

AutoCAD SHX Text

}" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT3" EMBEDMENT

AutoCAD SHX Text BENT PLATE -or- |" FILLET WELD

AutoCAD SHX Text 3"

AutoCAD SHX Text

2{" O.D. FENCE POSTS

AutoCAD SHX Text

{" CUSTOM BENT PLATE

AutoCAD SHX Text 3"

AutoCAD SHX Text

9 " 1116" FIELD VERIFY

AutoCAD SHX Text

}" S.S. TITEN HD OR }" GALV. STRONG-BOLT 2 MIN. 3" EMBEDMENT3" EMBEDMENT

AutoCAD SHX Text

|" FILLET WELD

AutoCAD SHX Text

|" FILLET WELD

AutoCAD SHX Text SCAN FOR EXISTING REINFORCING STEEL IN EXISTING STRUCTURE. ENSURE NEW ANCHORS DO NOT SEVER THE EXISTING REINFORCING STEEL. CONTACT OWNER FOR DISCREPANCIES IN THE FIELD

AutoCAD SHX Text 2960 W 19th Ave Eugene, OR 97405 541-357-5532

AutoCAD SHX Text Drawing No. Date Drawn By Checked By Sheet of

AutoCAD SHX Text

CCD

AutoCAD SHX Text

CCD

AutoCAD SHX Text S8

AutoCAD SHX Text

AutoCAD SHX Text COE Facility Management 210 Cheshire Ave Eugene, Oregon 97401 Eugene, Oregon 97401 (541) 999-9629

AutoCAD SHX Text FENCE AT STAIRWELL Overpark Protective Fencing 99 E 10th Ave 99 E 10th Ave Eugene, Oregon 97402

AutoCAD SHX Text 10/7/26

AutoCAD SHX Text 26.090

AutoCAD SHX Text 24x36

AutoCAD SHX Text Scale: 1/2" = 1'-0"

AutoCAD SHX Text

FENCE AT STAIRWELL

AutoCAD SHX Text

AutoCAD SHX Text S8

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text U

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text

REGON

AutoCAD SHX Text 65476

AutoCAD SHX Text

EXPIRES

AutoCAD SHX Text C

AutoCAD SHX Text J

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 12/31/27

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

END DETAIL

AutoCAD SHX Text

AutoCAD SHX Text S8

AutoCAD SHX Text Scale: 1" = 1'-0"

AutoCAD SHX Text

MID DETAIL

AutoCAD SHX Text

AutoCAD SHX Text S8

AutoCAD SHX Text Scale: 3" = 1'-0"

AutoCAD SHX Text

BASE PLATE

AutoCAD SHX Text

AutoCAD SHX Text S8

AutoCAD SHX Text Scale: 3" = 1'-0"

AutoCAD SHX Text

BASE PLATE

AutoCAD SHX Text

AutoCAD SHX Text S8

AutoCAD SHX Text Scale: 3" = 1'-0"

AutoCAD SHX Text

TOP CONNECTION

AutoCAD SHX Text

AutoCAD SHX Text S8

AutoCAD SHX Text Scale: 3" = 1'-0"

AutoCAD SHX Text

MID CONNECTION

AutoCAD SHX Text

3' -6

SEE STRUCTURAL

6' F

4" M

5'1'-6"

1' -5

R1'-6"

R1'-3"

FENCING ELEVATION (TYP.)

3/4"=1'-0"'

3 1/2" TERMINAL POST (@ EACH CORNER)

WELDED TOP PLATE

TENSION BAND

STRETCHER BAR

9 GA. STEEL CHAIN-LINK FABRIC,

POST BRACKET (SEE STRUCTRUAL)

1 5/8" BRACE RAIL

RAIL SLEEVE

WIRE TIE 18" O.C.

9 1312

3/8" STEEL TRUSS ROD W/ TIGHTENER

RAIL END

2 3/8" LINE POST

TWISTED @ BOTH SELVAGES

NOTE: ALL FENCING PARTS TO BE BLACK POWDER COATED

1 5/8" BOTTOM RAIL15

8 POST ANCHOR (SEE STRUCTURAL)

CURVED FENCE TOP

1 1/2"=1'-0"' CI

, O

A01

N O.

, O

-7

-2

PLAN VIEW - LEVEL 5 SOUTH

A A02

A A01

C A02

FENCE POSTS, SEE STRUCTURAL

BSEE DETAIL

1/16"=1'-0"

7 GA. TENSION WIRE

Chainlink fencing attached to posts at top level, see 1/S8.

Structural flange and baseplate to be painted black.

B A02

STAIRS

ELEVATOR

8 1/4"

8 1/4" 8 1/4"

EXISTING SPANDREL

EXISTING 14" X 20" COLUMN

FENCING

DETAIL @ CORNER

1 1/2"=1'-0"'

O F

, O

A02

N O.

, O

-7

-2

TYPICAL ELEVATION

1/2"=1'-0"'

NOTE: BRACE AND BOTTOM RAILS TO

MATCH EXISTING PANEL SLOPE (TYP.)

EXISTING 6" X 54" PANEL

FENCING TERMINAL POST

DETAIL @ TRANSITION

1 1/2"=1'-0"'

EXISTING SPANDREL

EXISTING 14" X 20" COLUMN

EXISTING 6" X 54" PANEL

FENCING

FENCING TERMINAL POST

G01

G02

GO3

G03

StructuralDetails-S1_Cover_Sheet

StructuralDetails-S2_FencePostLayout

StructuralDetails-S3_FenceLayoutS

S4_FenceLayoutN

StructuralDetails-S5_Details

StructuralDetails-S6_Details

StructuralDetails-S7_Details

StructuralDetails-S8_Details

A01

A02

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