ITB FP-2022-09 EOU Ballfields PH1_Bid Pkg C Plans.pdf

PDF 28 MB Posted Feb 26, 2026

Attached to: ITB FP-2022-09B EOU Ballfield Complex-Phase 1
Solicitation number: S-580100-00016144
Issued by: Umatilla County, Oregon

About this file

Written by GovTribe AI · Feb 27, 2026

This is a landscape architecture and engineering design document for ITB FP-2022-09, the EOU Ballfield Complex Phase 1 Bid Package C project, involving Eastern Oregon University (EOU) in La Grande, Oregon. The project encompasses a comprehensive softball field renovation including synthetic turf installation (Shaw Sports Turf Legion 2.0 in tan and green color families), site paving and concrete work with natural gray finish, perimeter and outfield fencing (6-foot chainlink with black vinyl coating), bullpen fencing, concrete stairs with handrails, pedestrian access gates, a Nevco Model 1606 outdoor LED scoreboard (24 feet wide by 8 feet high), flagpole installation, and extensive landscape irrigation and planting. The design includes detailed construction specifications for concrete paving (both pedestrian and vehicular), synthetic turf installation with proper base preparation and geotextile fabric, and fencing systems with specific dimensions and material requirements. The project is located at E Avenue in La Grande, Oregon, and includes coordination with existing baseball field improvements in Bid Package B and other concurrent site work.

The design was prepared by Szabo Landscape Architecture LLC, with supporting engineering by SAJ Architecture, J-U-B Engineers, Fluent Engineering, and Walker Structural Engineering. The irrigation system is designed for a minimum static water pressure of 50.3 PSI and 41 GPM flow, utilizing Rain Bird equipment with multiple valve stations, spray heads, and a 60-station smart controller. Landscape planting includes native trees (Limber Pine, Pin Oak, Linden, Hackberry, Blue Spruce), shrubs (Sumac, Arborvitae, Viburnum), grasses, and groundcovers totaling approximately 73.1 percent of the 809,697-square-foot site as landscape area. The bid set was plotted October 10, 2022, with a landscape architect seal expiration date of February 28, 2026. Project contact is John Garlitz, EOU Facilities & Planning Department, with primary landscape architect contact Brian Nierman at Szabo Landscape Architecture.

View the file

Other files

File	Type	Posted
ITB FP-2022-09 EOU Ballfields PH1_Bid Pkg A Plans.pdf	PDF	Feb 26, 2026
ITB FP-2022-09 EOU Ballfields Project Manual.pdf	PDF	Feb 26, 2026
ITB FP-2022-09 Addendum No. 2.pdf	PDF	Feb 26, 2026
2026.03.30 EOU Ballfields Complex Specifications Combined_ADDENDA.pdf	PDF	Feb 26, 2026
ITB FP-2022-09 EOU Ballfields PH1_Bid Pkg B Plans.pdf	PDF	Feb 26, 2026
2026.03.13 FP-2022.09B Pre-Bid Agenda.pdf	PDF	Feb 26, 2026
Final FP-2022-9B PreBid Conference Sign-in Sheet.pdf	PDF	Feb 26, 2026
2026.04.16 2pm FP-2022-09 Bid Results.pdf	PDF	Feb 26, 2026
RFP 2022-09A-FP - Attachment G - Geotechnical Investigation Report.pdf	PDF	Feb 26, 2026
2026.03.30 EOU Bid Set Addenda No. 1.pdf	PDF	Feb 26, 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.

L an d sc ap e

A rc hi te ct ur e, a ll r ig ht s r es er ve d

A ny u se w ith ou t p er m iss io n is ex pr es sly p ro hi bi te d

Pl ot te d

:3 6:

M sheet number consultant landscape architect's seal sheet description agency project number sla project number date project phase project revision schedule

E AVENUE

LA GRANDE, OR

2308.04

EOU BALLFIELD COMPLEX

PHASE 1 - BID PACKAGE C

no. date description

BID SET

2026.02.26

1000 NW WALL ST., STE 205 | BEND, OR 97703

541.382.2059 | WWW.SZABO-LA.COM

E G I S T E R E

L A

N D

C A P E A R C H

I T E

C T

OVERALL SITE PLAN

EOU BALLFIELD COMPLEX RENOVATION

PHASE 1 BID PACKAGE C: SOFTBALL FIELD

E AVENUE, LA GRANDE, OREGON 97850

VICINITY MAP

NOT TO SCALE

SITE

SHEET INDEX

SHEET DESCRIPTION

PROJECT DIRECTORY

LCS0.00 COVER SHEET

CIVIL

C-001 COVER SHEET

C-002 NOTES & LEGEND

C-010 DEMOLITION PLAN

C-012 TEMPORARY EROSION & SEDIMENT CONTROL PLAN

C-110 GRADING & DRAINAGE PLAN

C-120 UTILITY PLAN

C-500 DETAILS

C-501 CITY STD DETAILS

LANDSCAPE

LC1.00 OVERALL LANDSCAPE CONSTRUCTION PLAN

LC1.01 SOFTBALL FIELD LANDSCAPE CONSTRUCTION PLAN

LC1.01.2 SOFTBALL FIELD LANDSCAPE STRIPING ENLARGEMENT PLAN

LC1.02 SOFTBALL FIELD LANDSCAPE FENCING PLAN

LC2.01 LANDSCAPE CONSTRUCTION DETAILS

LC2.02 LANDSCAPE CONSTRUCTION DETAILS

LC2.03 LANDSCAPE CONSTRUCTION DETAILS

LI3.00 OVERALL LANDSCAPE IRRIGATION PLAN

LI3.01 LANDSCAPE IRRIGATION PLAN

LI4.01 LANDSCAPE IRRIGATION DETAILS

LP5.00 OVERALL LANDSCAPE PLANTING PLAN

LP5.01 LANDSCAPE PLANTING PLAN

LP6.01 LANDSCAPE PLANTING DETAILS

ELECTRICAL

E0.00 ELECTRICAL LEGENDS, SITE PLAN, & SCHEDULES

E1.00 ELECTRICAL DETAILS

NOT TO SCALE1

COVER SHEET

LCS0.00

OWNER: JOHN GARLITZ

EOU FACILITIES & PLANNING DEPARTMENT

ONE UNIVERSITY BOULEVARD

LA GRANDE, OR 97850

CONTACT: jgarlitz@eou.edu

LANDSCAPE ARCHITECT: SZABO LANDSCAPE ARCHITECTURE, LLC

1000 NW WALL STREET, SUITE 205

BEND, OR 97703

CONTACT: BRIAN NIERMAN, PLA, ASLA

EMAIL: brian@szabo-la.com

PHONE: 541.382.2059

ARCHITECT: SAJ ARCHITECTURE

721 SW INDUSTRIAL WAY, SUITE 130

BEND, OR 97702

CONTACT: CASEY CAMPBELL

EMAIL: caseyc@saj-arch.com

PHONE: 541.330.6506

CIVIL ENGINEER: J-U-B ENGINEERS

1201 ADAMS AVENUE

LA GRANDE, OR 97850

CONTACT: PAUL INWARDS

EMAIL: pinwards@jub.com

PHONE: 509.783.2144

ELECTRICAL ENGINEER: FLUENT ENGINEERING

2110 STATE STREET

SALEM, OR 97301

CONTACT: MATT CASH, PE

EMAIL: mcash@fluentengineering.com

PHONE: 503.447.5030

STRUCTURAL ENGINEER: WALKER STRUCTURAL ENGINEERING

2863 NW CROSSING DR. #201

BEND, OR 97703

CONTACT: JON WALKER

EMAIL: jwalker@walkerse.com

PHONE: 541.330.6869

LIMIT OF WORK

AutoCAD SHX Text James M. Szabo

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

AutoCAD SHX Text 02.24.2014

AutoCAD SHX Text

EXPIRES 02.28.2026

DEC

CON

DEC

CON

DEC

CON

CONCON

CON

DECDEC

DEC

CON

DEC DEC DEC

DEC DEC DEC DEC DEC

DEC

CON

DEC

DEC DEC

DEC

DECCON

DEC

LIM

O F

LIMIT OF WORK

TRACK

FOOTBALL FIELD

MOUNT WELCH

THROWING CIRCLE

JAVELIN RUNWAY

EXISTING TRACK

SHED TO REMAIN

EXISTING GRAVEL

ACCESS ROAD TO REMAIN

6TH STREET

C AVENUE

E AVENUE

REFER TO BID PACKAGE 'B' FOR

BASEBALL FIELD IMPROVEMENTS

1. EXPANSION JOINTS TO BE INSTALLED WHERE PAVING MEETS ALL VERTICAL SURFACES

INCLUDING BUILDING WALLS, SEATWALLS, AND RETAINING WALLS. THESE JOINTS ARE

NOT SHOWN GRAPHICALLY ON CONSTRUCTION PLANS ONLY DUE TO NEED FOR

CLARITY.

2. REFER TO IRRIGATION PLAN FOR SLEEVE LOCATIONS.

3. MOCK-UPS ARE REQUIRED FOR ALL FLATWORK AND SITEWALLS.

4. CONTRACTOR SHALL COORDINATE SITE GRADING AND DRAINAGE WITH CIVIL

DRAWINGS.

5. CONTRACTOR SHALL COORDINATE SITE DEMO, CLEARING AND GRUBBING WITH CIVIL

DRAWINGS.

6. CONTRACTOR SHALL COORDINATE RIGHT-OF-WAY DEMO AND IMPROVEMENTS WITH

CIVIL DRAWINGS.

7. UTILITIES SHOWN ARE FOR INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO LOCATE AND PROTECT EXISTING UTILITIES. POT-HOLING IN ADDITION

TO FIELD LOCATES MAY BE REQUIRED.

8. CONTRACTOR SHALL PROTECT ALL EXISTING TREES TO REMAIN AS INDICATED ON

PLANS AND SPECIFICATIONS.

9. LANDSCAPE ARCHITECT SHALL PROVIDE CAD FILES FOR CONTRACTOR TO USE FOR

ALIGNMENT AND HORIZONTAL CONTROLS. CONTRACTOR IS STILL RESPONSIBLE TO

VERIFY APPROPRIATE LIMITS TO PERFORM ALL REQUIRED WORK.

10. CONTRACTOR SHALL RECEIVE LANDSCAPE ARCHITECTURAL APPROVAL OF ALL

CONCRETE FLATWORK FORMWORK PRIOR TO POURING.

11. ALL CONTROL JOINTS, DECORATIVE JOINTS, AND EXPANSION JOINTS SHALL BE SPACED

AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE CONCRETE

PRECON MEETING WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.

CONSTRUCTION NOTES

L an d sc ap e

A rc hi te ct ur e, a ll r ig ht s r es er ve d

A ny u se w ith ou t p er m iss io n is ex pr es sly p ro hi bi te d

Pl ot te d

:3 6:

M sheet number consultant landscape architect's seal sheet description agency project number sla project number date project phase project revision schedule

E AVENUE

LA GRANDE, OR

2308.04

EOU BALLFIELD COMPLEX

PHASE 1 - BID PACKAGE C

no. date description

BID SET

2026.02.26

1000 NW WALL ST., STE 205 | BEND, OR 97703

541.382.2059 | WWW.SZABO-LA.COM

E G I S T E R E

L A

N D

C A P E A R C H

I T E

C T

LC1.01

OVERALL LANDSCAPE

CONSTRUCTION PLAN

LC1.00

AutoCAD SHX Text J

AutoCAD SHX Text James M. Szabo

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

AutoCAD SHX Text 02.24.2014

CONSTRUCTION KEYTAGS

SYMBOL DESCRIPTION DETAIL SPEC. SECTION

10 / LC2.01 11 68 331

2 & 3 / LC2.03 -

SYNTHETIC COACH'S BOX

1 / LC2.02PERIMETER FENCING (RE: LC1.02)

EOU LOGO PER EOU STANDARDS GUIDE

ON-DECK CIRCLE

32 31 13

- 11 68 333

SOFTBALL PITCHER'S CIRCLE

SOFTBALL BATTER'S AND CATCHER'S BOX 9 / LC2.01 11 68 332

INFIELD BASE

EXISTING FENCING TO REMAIN

CONCRETE STAIRS

SOFTBALL LED SCOREBOARD (NIC: FUTURE PHASE)

BENCH (NIC: FUTURE PHASE)

TRASH / RECYCLING RECEPTACLE (NIC: FUTURE PHASE)

INFIELD PEDESTRIAN ACCESS GATE

SITE UTILITIES

1 / LC2.03

2 / LC2.02 32 31 13SOFTBALL BULLPEN & FENCING (RE: LC1.02)

6, 7 / LC2.01 03 30 01

9 / LC2.02 05 52 13

8 / LC2.02

PER CIVIL -

EXISTING SOFTBALL DUGOUT TO REMAIN - -

EXISTING SOFTBALL FIELD FENCING TO REMAIN

(RE:LC1.02)

OUTFIELD FENCING (RE: LC1.02) 3 / LC2.02 32 31 13

PRESS BOX FACILITY (NIC: FUTURE PHASE) - -

STEEL STAIR HANDRAIL

RESTROOM BUILDING (NIC: FUTURE PHASE) --

METAL EDGING -5 / LC2.03

EXISTING SOFTBALL BATTING CAGE TO REMAIN --

SYNTHETIC TURF MANHOLE ACCESS COVER -4 / LC2.03

SALVAGED SOFTBALL FOUL BALL POLE --

SHOVEL CUT LAWN EDGE

27 CONCRETE MOWCURB 03 30 0111 / LC2.01

28 FLAGPOLE -6 / LC2.03

32 31 13

DETAIL

PEDESTRIAN CONCRETE PAVING

COLOR: NATURAL GRAY

FINISH: LT. BROOM

SEALER: PROSOCO SALTGUARD

PAVING LEGEND

SPEC. SECTIONSYMBOL DESCRIPTION

1 / LC2.01 32 13 13

VEHICULAR CONCRETE PAVING

COLOR: NATURAL GRAY

FINISH: LT. BROOM

SEALER: PROSOCO SALTGUARD

2 / LC2.01 32 13 13

8 / LC2.01 -

CRUSHED GRAVEL PAVING

COLOR: GRAY

SIZE: 1/4" CLEAN

SYNTHETIC FIELD TURF - TYPE A 'INFIELD SURFACE'

MANUF: SHAW SPORTS TURF #1 (512)627-2220

MODEL: LEGION 2.0

COLOR: TAN FAMILY

SYNTHETIC FIELD TURF - TYPE B 'FIELD SURFACE' W/

ALTERNATE PANELS

MANUF: SHAW SPORTS TURF #1 (512)627-2220

MODEL: LEGION 2.0

COLOR: GREEN FAMILY

4 / LC2.02 32 18 13

DEC

CON

DEC

CON

DEC

CON

CONCON

CON

DECDEC

DEC

CON

DEC DEC DEC

DEC DEC DEC DEC DEC

DEC

CON

DEC

DEC DEC

DEC

CON

DEC

CON

DEC

CON

CONCON

CON

DECDEC

DEC

LIMIT OF WORK

LIM

O F

LIMIT OF WORK

LIM

O F

EX. BLEACHERS TO REMAIN

EX. CONCRETE TO REMAIN

EXISTING

FENCEOUTFIELD

FENCE

OUTFIELD

FENCE

STRIPING PER LC1.01.2

TYP. OF (3)

TYP. OF (2)

6TH

E T

1523 23

JOINT LEGEND

SYMBOL

5 / LC2.01

DESCRIPTION

TOOLED CONTROL JOINT

DETAIL SPEC. SECTION

32 13 13

SYMBOL

EXPANSION JOINT

DESCRIPTION

PLANTING AREA

SIM.

ALIGN

STANDARD CONSTRUCTION SYMBOLS & ABBREVIATIONS

SIMILAR

SYMBOL DESCRIPTION

POINT OF ORIGIN

PAVINGPAV.

JOINTSJTS.

TYPICALTYP. EQUALEQ.

3 & 4 / LC2.01 32 13 13

L an d sc ap e

A rc hi te ct ur e, a ll r ig ht s r es er ve d

A ny u se w ith ou t p er m iss io n is ex pr es sly p ro hi bi te d

Pl ot te d

:3 6:

M sheet number consultant landscape architect's seal sheet description agency project number sla project number date project phase project revision schedule

E AVENUE

LA GRANDE, OR

2308.04

EOU BALLFIELD COMPLEX

PHASE 1 - BID PACKAGE C

no. date description

BID SET

2026.02.26

1000 NW WALL ST., STE 205 | BEND, OR 97703

541.382.2059 | WWW.SZABO-LA.COM

keymap

E G I S T E R E

L A

N D

C A P E A R C H

I T E

C T

SOFTBALL FIELD

LANDSCAPE

CONSTRUCTION PLAN

LC1.01

AutoCAD SHX Text J

AutoCAD SHX Text

LEASE LINE PER ROS 001-1999

AutoCAD SHX Text J

AutoCAD SHX Text James M. Szabo

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

AutoCAD SHX Text 02.24.2014

3'-0" 5'-0" 15'-0"

3'-0"

15'-0"

3'-0"

30'-0"

43' -0"

60'-0"

R2'-6"

'-0"

TYP. OF (2)

TYP. OF (3)

60'-0" R.

15'-0" 7'-9"

9'-3" 15'-0"

13'-10"

14'-6"

15' -0"

DEC

CON

DEC

CON

DEC

CON

CONCON

CON

DECDEC

DEC

CON

DEC DEC DEC

DEC DEC DEC DEC DEC

DEC

CON

DEC

DEC DEC

DEC

DECCON

DEC

CONSTRUCTION KEYTAGS

SYMBOL DESCRIPTION DETAIL SPEC. SECTION

10 / LC2.01 11 68 331

2 & 3 / LC2.03 -

SYNTHETIC COACH'S BOX

1 / LC2.02PERIMETER FENCING (RE: LC1.02)

EOU LOGO PER EOU STANDARDS GUIDE

ON-DECK CIRCLE

32 31 13

- 11 68 333

SOFTBALL PITCHER'S CIRCLE

SOFTBALL BATTER'S AND CATCHER'S BOX 9 / LC2.01 11 68 332

INFIELD BASE

EXISTING FENCING TO REMAIN

CONCRETE STAIRS

SOFTBALL LED SCOREBOARD (NIC: FUTURE PHASE)

BENCH (NIC: FUTURE PHASE)

TRASH / RECYCLING RECEPTACLE (NIC: FUTURE PHASE)

INFIELD PEDESTRIAN ACCESS GATE

SITE UTILITIES

1 / LC2.03

2 / LC2.02 32 31 13SOFTBALL BULLPEN & FENCING (RE: LC1.02)

6, 7 / LC2.01 03 30 01

9 / LC2.02 05 52 13

8 / LC2.02

PER CIVIL -

EXISTING SOFTBALL DUGOUT TO REMAIN - -

EXISTING SOFTBALL FIELD FENCING TO REMAIN

(RE:LC1.02)

OUTFIELD FENCING (RE: LC1.02) 3 / LC2.02 32 31 13

PRESS BOX FACILITY (NIC: FUTURE PHASE) - -

STEEL STAIR HANDRAIL

RESTROOM BUILDING (NIC: FUTURE PHASE) --

METAL EDGING -5 / LC2.03

EXISTING SOFTBALL BATTING CAGE TO REMAIN --

SYNTHETIC TURF MANHOLE ACCESS COVER -4 / LC2.03

SALVAGED SOFTBALL FOUL BALL POLE --

SHOVEL CUT LAWN EDGE

27 CONCRETE MOWCURB 03 30 0111 / LC2.01

28 FLAGPOLE -6 / LC2.03

32 31 13

DETAIL

PEDESTRIAN CONCRETE PAVING

COLOR: NATURAL GRAY

FINISH: LT. BROOM

SEALER: PROSOCO SALTGUARD

PAVING LEGEND

SPEC. SECTIONSYMBOL DESCRIPTION

1 / LC2.01 32 13 13

VEHICULAR CONCRETE PAVING

COLOR: NATURAL GRAY

FINISH: LT. BROOM

SEALER: PROSOCO SALTGUARD

2 / LC2.01 32 13 13

8 / LC2.01 -

CRUSHED GRAVEL PAVING

COLOR: GRAY

SIZE: 1/4" CLEAN

SYNTHETIC FIELD TURF - TYPE A 'INFIELD SURFACE'

MANUF: SHAW SPORTS TURF #1 (512)627-2220

MODEL: LEGION 2.0

COLOR: TAN FAMILY

SYNTHETIC FIELD TURF - TYPE B 'FIELD SURFACE' W/

ALTERNATE PANELS

MANUF: SHAW SPORTS TURF #1 (512)627-2220

MODEL: LEGION 2.0

COLOR: GREEN FAMILY

4 / LC2.02 32 18 13

JOINT LEGEND

SYMBOL

5 / LC2.01

DESCRIPTION

TOOLED CONTROL JOINT

DETAIL SPEC. SECTION

32 13 13

SYMBOL

EXPANSION JOINT

DESCRIPTION

PLANTING AREA

SIM.

ALIGN

STANDARD CONSTRUCTION SYMBOLS & ABBREVIATIONS

SIMILAR

SYMBOL DESCRIPTION

POINT OF ORIGIN

PAVINGPAV.

JOINTSJTS.

TYPICALTYP. EQUALEQ.

3 & 4 / LC2.01 32 13 13

L an d sc ap e

A rc hi te ct ur e, a ll r ig ht s r es er ve d

A ny u se w ith ou t p er m iss io n is ex pr es sly p ro hi bi te d

Pl ot te d

:3 6:

M sheet number consultant landscape architect's seal sheet description agency project number sla project number date project phase project revision schedule

E AVENUE

LA GRANDE, OR

2308.04

EOU BALLFIELD COMPLEX

PHASE 1 - BID PACKAGE C

no. date description

BID SET

2026.02.26

1000 NW WALL ST., STE 205 | BEND, OR 97703

541.382.2059 | WWW.SZABO-LA.COM

keymap

E G I S T E R E

L A

N D

C A P E A R C H

I T E

C T

SOFTBALL FIELD

LANDSCAPE STRIPING

ENLARGEMENT PLAN

LC1.01.2

AutoCAD SHX Text J

AutoCAD SHX Text

LEASE LINE PER ROS 001-1999

AutoCAD SHX Text James M. Szabo

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

AutoCAD SHX Text 02.24.2014

DEC

CON

DEC

CON

CONCON

CON

DECDEC

DEC

DEC DEC DEC

DEC

30'-0"

62'-6"

30'-0"

62'-6" 30'-0"

30'-0"

83'-1"

82'-0"

BULLPEN FENCING

OUTFIELD FENCING

37'-6"

285'-4"

PERIMETER FENCING

35'-5"

PERIMETER FENCING1

234'-7"

PERIMETER FENCING1

10'-2"

279'-11"

6TH STREET

PED. ACCESS GATE

LC2.02 PED. ACCESS GATE

LC2.02

LINE DESCRIPTION DETAIL

1 / LC2.02PERIMETER FENCING

OUTFIELD FENCING 3 / LC2.02

BULLPEN FENCING 2 / LC2.02

SYMBOL

FENCING LEGEND

EXISTING FENCING TO REMAIN

FENCING NOTES

1. ACTUAL DIMENSIONS OF PROPOSED FENCING MAY VARY. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD

PRIOR TO INSTALLATION. CONSULT LANDSCAPE ARCHITECT SHOULD THERE BE A SIGNIFICANT

DISCREPANCY IN DIMENSIONS.

2. PROPOSED FENCING SHALL TIE IN TO PRESERVED EXISTING FENCING WHERE APPLICABLE.

L an d sc ap e

A rc hi te ct ur e, a ll r ig ht s r es er ve d

A ny u se w ith ou t p er m iss io n is ex pr es sly p ro hi bi te d

Pl ot te d

:3 6:

M sheet number consultant landscape architect's seal sheet description agency project number sla project number date project phase project revision schedule

E AVENUE

LA GRANDE, OR

2308.04

EOU BALLFIELD COMPLEX

PHASE 1 - BID PACKAGE C

no. date description

BID SET

2026.02.26

1000 NW WALL ST., STE 205 | BEND, OR 97703

541.382.2059 | WWW.SZABO-LA.COM

E G I S T E R E

L A

N D

C A P E A R C H

I T E

C T

SOFTBALL FIELD

LANDSCAPE FENCING

PLAN

LC1.02

AutoCAD SHX Text J

AutoCAD SHX Text James M. Szabo

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

AutoCAD SHX Text 02.24.2014

L an d sc ap e

A rc hi te ct ur e, a ll r ig ht s r es er ve d

A ny u se w ith ou t p er m iss io n is ex pr es sly p ro hi bi te d

Pl ot te d

:3 6:

M sheet number consultant landscape architect's seal sheet description agency project number sla project number date project phase project revision schedule

E AVENUE

LA GRANDE, OR

2308.04

EOU BALLFIELD COMPLEX

PHASE 1 - BID PACKAGE C

no. date description

BID SET

2026.02.26

1000 NW WALL ST., STE 205 | BEND, OR 97703

541.382.2059 | WWW.SZABO-LA.COM

E G I S T E R E

L A

N D

C A P E A R C H

I T E

C T

COMPACTED 3/4" MINUS

AGGREGATE BASE

#3 REBAR @ 18" O.C.

BOTH WAYS

CONCRETE TYPE AND

FINISH PER PLANS

CONCRETE PAVING AT PEDESTRIAN AREAS

SCALE: 3" = 1'-0"

COMPACTED SUBGRADE

TO 95% COMPACTION

VEHICULAR CONCRETE PAVING

SCALE: 3" = 1'-0"

COMPACTED SUBGRADE PER SOILS

REPORT

CLASS II AGGREGATE BASE

#3 REBAR AT 24" O.C. BOTH WAYS

CONCRETE TYPE AND FINISH PER PLANS

EXPANSION JOINT AT VERTICAL SURFACE

SCALE: 3" = 1'-0"

LC2.01

FACE OF BUILDING WALL, PLANTER

WALL, CURBS, BOULDER

JOINT SEALANT AND BACKER ROD

PER SPECIFICATIONS

1/2"

BASE AND SUBGRADE PER

PAVING DETAILS

CONCRETE PAVING PER PLANS

LC2.01

1/2"

2ND CONCRETE SLAB POUR

JOINT SEALANT PER SPECS.

1/4" THK. DIAMOND DOWELS OR SPEED

DOWELS @ 24" O.C. ALONG JOINT

BASE AND SUBGRADE PREPARATION

PER CONCRETE PAVING DETAIL

DIAMOND DOWEL SLEEVE

PREMOLDED FOAM EXPANSION

JOINT FILLER PER SPECIFICATIONS

EXPANSION JOINT

SCALE: 3" = 1'-0"

1/8" R. TOOLED EDGE, TYP.

1ST CONCRETE SLAB POUR

JOINT SEALANT PER SPECS.

1/8" R. TOOLED EDGE, TYP.

CONCRETE STEPS

SCALE: 1"= 1'-0"

1'-0"

NOTES:

1. VERIFY STEP QUANTITY AND RISER HEIGHT

IN FIELD. RISERS TO BE 4" MIN. & 7" MAX HT.

2. ALL RISER HEIGHTS SHALL BE EQUAL.

3. PROVIDE 1.5% WASH ON ALL TREADS.

#4 REBAR @ 24" O.C.

#4 CONT. @ 18" O.C.

3" 6"

COMPACTED

SUBGRADE TO 95%

1'- 0"

#3 CONT. REBAR AT

NOSE, SEE NOSING DETAIL

EXPANSION JT., NO DOWEL

1/2" R.

STEP NOSING 7

LC2.01

EXPANSION JOINT W/ DOWEL 4

LC2.01

STEEL STAIR HANDRAIL 9

LC2.02

CRUSHED GRAVEL PAVING

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

NOTES:

1. WHERE ABUTTING CONCRETE PAVING:

1.1. GRAVEL PAVING SHALL BE FLUSH WITH

ADJACENT CONCRETE PAVING

1.2. GEOTEXTILE FABRIC SHALL TURN UP AT SIDES TO

COVER AGGREGATE BASE MATERIAL 6" MIN.

3" THK. LAYER OF COMPACTED 3/4"

MINUS AGGREGATE BASE

3" THK. MATERIAL PER PLAN

PRE-EMERGENT HERBICIDE

PER SPECIFICATIONS

LAWN PLANTING

PER PLAN

COMPACT SUBGRADE TO

95% COMPACTION

GEOTEXTILE FABRICPAVING PER

PLANS

METAL EDGING 5

LC2.03

SECTION

FINISH GRADE

SOFTBALL PITCHER'S CIRCLE

SCALE: 1/4" = 1'-0"

SECTION

PLAN

8'-0 " R

ADIUS (FROM FRONT OF

PITCHING RUBBER)

8'-0"

2'- 0"

2'- 1"

NOTES:

1. SOFTBALL PITCHER'S RUBBER: 'BULLDOG

3″ PITCHING RUBBER' (ITEM# 335-210-100);

SIZE: ADULT, AVAILABLE FROM BEACON

ATHLETICS BEACON ATHLETICS PH:

(800)747-5985; www.beaconathletics.com OR

APPROVED EQUAL TO BE APPROVED BY

OWNER'S REPRESENTATIVE.

2. ALL FIELD STRIPING SHOWN SHALL BE 3"

WIDE, COLOR PER SYNTHETIC TURF

COLOR DIAGRAM, SEE 7 / LC2.02

16'-0"

SOFTBALL BATTER'S AND CATCHER'S BOX

SCALE: 1/4" = 1'-0"

7'- 0"

3'-0"2'-5"3'-0"

6"1'-5"6"

4'- 0"

3'- 0"

7'- 0"

PLAN

NOTES:

1. HOME PLATE SHALL BE INSTALLED FLUSH

WITH FINISHED SURFACE OF INFIELD.

2. HOME PLATE: 'Hollywood Bury-All'

HOMEPLATE (ITEM# 301-675-880), INSTALL

PER MANUFACTURER'S

RECCOMMENDATIONS. AVAILABLE FROM

BEACON ATHLETICS PH: (800) 747-5985,

www.beaconathletics.com OR APPROVED

EQUAL TO BE APPROVED BY OWNER'S

REPRESENTATIVE.

3. ALL FIELD STRIPING SHOWN SHALL BE 3"

WIDE, COLOR PER SYNTHETIC TURF

COLOR DIAGRAM, SEE 7 / LC2.02

4. RE: DETAIL 6 / LC2.02 FOR SYNTHETIC

TURF AT BATTER'S BOX

8'-5"

90°

HOME PLATE,

SEE NOTES

FIELD STRIPING,

SEE NOTES

LANDSCAPE

CONSTRUCTION DETAILS

LC2.01

1/4

NOTES:

1. TOOL ENTIRE WIDTH OF GROOVING WITH SPECIAL

FINISHING TOOL MADE ESPECIALLY FOR THIS

APPLICATION. ALL GROOVING SHALL CONFORM TO

CURRENT ADA REQUIREMENTS.

2. GROOVE STRIP TO BE STAINED / PAINTED BLACK

ENTIRE LENGTH - COLOR "BLACK" AS

MANUFACTURED BY QC CONSTRUCTION PRODUCTS

OR APPROVED EQUAL. 3"

1/4"

3/4" 3/4"3/4" 1"

MIN.

STEP NOSING DETAIL

SCALE: 6" = 1'-0"

#3 REBAR HORIZONTAL

CONTINUOUS - TYP. AT

STEP NOSING

1/2" RADIUS, TYP.

1/4"

CONCRETE PAVING AND

REINFORCING PER

CONCRETE PAVING DETAILS

BASE AND SUBGRADE

PREPARATION PER

CONCRETE PAVING DETAILS

1" DEPTH OR 1/4 THE THICKNESS OF

PAVING, WHICHEVER IS GREATER

TOOLED JOINT

SCALE: 3" = 1'-0"

1/8" RADIUS, TYP.

LC2.01

11 CONCRETE MOWCURB

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

BALLFIELD TURF PLANTING AREA

NOTES:

1. CONCRETE SHALL BE NATURAL GRAY W/ LIGHT BROOM FINISH.

2. CONTRACTOR TO INSTALL EXPANSION JOINTS WHERE MOW CURB ABUTS CONCRETE IMRPOVEMENT.

FG FG

1/4" R., TYPICAL

MULCH PER PLAN & SPECS

#3 CONT. REBAR, 12" OVERLAP WHERE SPLICED

COMPACTED SUBGRADE

3" CLR., TYP.

GRAVEL AREA LANDSCAPE

CONC. MOWCURB (SEE BELOW)

MULCH PER PLAN & SPECS

COMPACTED SUBGRADE

LC2.02

SYNTHETIC TURF AT

CONCRETE CURB

CRUSHED GRAVEL PAVING8

LC2.01

BALLFIELD FENCING PER PLANS

AutoCAD SHX Text James M. Szabo

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

AutoCAD SHX Text 02.24.2014

L an d sc ap e

A rc hi te ct ur e, a ll r ig ht s r es er ve d

A ny u se w ith ou t p er m iss io n is ex pr es sly p ro hi bi te d

Pl ot te d

:3 6:

M sheet number consultant landscape architect's seal sheet description agency project number sla project number date project phase project revision schedule

E AVENUE

LA GRANDE, OR

2308.04

EOU BALLFIELD COMPLEX

PHASE 1 - BID PACKAGE C

no. date description

BID SET

2026.02.26

1000 NW WALL ST., STE 205 | BEND, OR 97703

541.382.2059 | WWW.SZABO-LA.COM

E G I S T E R E

L A

N D

C A P E A R C H

I T E

C T

6' HT. CHAINLINK PERIMETER FENCING

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

EVENLY SPACED, 8'-0" O.C. MAX.

KNUCKLED SELVAGE

-TOP AND BOTTOM

2" O.D. END POST w/ TENSION BAR

TENSION BAR AT EACH END POST, TYP

TIES AT 24" O.C. MAX.

TOP AND BOTTOM

TOP OF FOOTING SLOPED 1% TO

DRAIN AWAY FROM POST.

CONCRETE FOOTING

NOTES:

1. BOTTOM RAIL TO BE 3" FROM FINISH SURFACE / GRADE.

2. ALL FENCING MATERIAL, AND HARDWARE CONNECTIONS TO BE GALVANIZED AND VINYL-COATED BLACK FINISH.

3. SUBMIT SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION, INCLUDE ALL HARDWARE.

2. RE: SPECS FOR STEEL FABRICATION INFORMATION, POST, RAIL AND ATTACHMENT DETAILS AND ADDITIONAL INFO.

3. VERIFY ALL FIELD DIMENSIONS PRIOR TO SHOP DRAWINGS AND FABRICATION.

4. GRIND SMOOTH ANY WELDS AND/OR ROUGH STEEL PRIOR TO VINYL-COATING.

5. SUBMIT MATERIAL SAMPLE FOR REVIEW.

6. ALL POSTS SHALL BE ALIGNED, EVENLY SPACED, AND CENTERED IN CONC FTGS. POSTS SHALL BE PLUMB AND TRUE VERTICAL.

7. TOP OF FENCE SHALL MAINTAIN STRAIGHT, CONSISTENT LINE TO FOLLOW GRADE AND, WHEREVER POSSIBLE, A LEVEL

ELEVATION.

2'- 6"

1 1/2" O.D.

LINE POST

TOP RAIL

12"

TENSION CLAMP, TYP. (3) PER

TENSION BAR

CAP ALL POSTS, TYP

6'- 0"

BOTTOM RAIL

2" SQ. (9 GAUGE) CHAIN-LINK

MESH FABRIC, TYP.

SOFTBALL OUTFIELD FENCING

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

EVENLY SPACED, 8-0" O.C. MAX

6'- 0"

4 1 /4"

EVENLY SPACED, 8-0" O.C. MAX

2'- 6"

12"

ELEVATIONSECTION

KNUCKLED SELVAGE

-TOP AND BOTTOM

3 1/2" O.D. TERMINAL

OR CORNER POST(S) w/

TENSION BAR

TENSION BAR AT EACH

END POST, TYP

TIES AT 12" O.C. MAX. TOP,

BOTTOM, AND LINE POSTS

2-1/2" O.D.

LINE POST

FENCE GUARD,

SEE NOTES

TENSION BAND

AT 24" O.C., TYP.

1 5/8" BOTTOM RAIL

1 3/4" (9 GAUGE)

CHAIN-LINK MESH

FABRIC, TYP.

PROVIDE WINDSCREEN

FOR SOFTBALL FIELD,

INSTALL PER MANUF. REC.

1 5/8" O.D. BRACE RAIL

AT CORNERS, TYP

3/8" ADJUSTABLE TRUSS

ROD AT CORNERS

CHAIN LINK MESH

2-1/2" O.D.

LINE POST

WIND SCREEN

PLAN

CONCRETE FOOTING FENCE GUARD

TOP RAIL

FENCE GUARD,

SEE NOTES

NOTES:

1. PLACE WIRE MESH FABRIC OPPOSITE FIELD AREA SIDE.

2. BOTTOM RAIL TO BE 2" FROM FINISH SURFACE, FENCE MESH BOTTOM EDGE TO BE 1"

FROM FINISH GRADE.

3. ALL FENCING MATERIAL TO GALVANIZED AND VINYL-COATED BLACK FINISH.

4. SUBMIT SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO

INSTALLATION, INCLUDE ALL HARDWARE.

5. VERIFY ALL FIELD DIMENSIONS PRIOR TO SHOP DRAWINGS AND FABRICATION.

6. GRIND SMOOTH ANY WELDS AND/OR ROUGH STEEL PRIOR TO VINYL-COATING.ALL

POSTS SHALL BE ALIGNED, EVENLY SPACED, AND CENTERED IN CONC FTGS.

7. ALL POSTS SHALL BE ALIGNED, EVENLY SPACED, PLUMB AND TRUE VERTICAL.

8. TOP OF FENCE SHALL MAINTAIN STRAIGHT, CONSISTENT LINE TO FOLLOW GRADE AND,

WHEREVER POSSIBLE, A LEVEL ELEVATION.

9. CONTRACTOR SHALL PROVIDE WINDSCREEN PRODUCT SUBMITTAL FOR REVIEW &

APPROVAL.

10. FENCE GUARD: 'PLASTICAP FENCE TOPPER' (ITEM # 125-107-249Y), COLOR: YELLOW,

AVAILABLE FROM BEACON ATHLETICS PH: (800)747-5985; www.beaconathletics.com OR

EQUAL TO BE APPROVED BY OWNER'S REPRESENTATIVE.

11. WINDSCREEN: 'POLYPROPYLENE WINDSCREEN', CUT TO SIZE; COLOR: BLACK,

AVAILABLE FROM BEACON ATHLETICS PH: (800) 747-5985 www.beaconathletics.com OR

EQUAL TO BE APPROVED BY OWNER'S REPRESENTATIVE.

12. WINDSCREEN SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION UNLESS

OTHERWISE DIRECTED.

13. RE: SPEC FOR STEEL FABRICATION INFORMATION, POST, RAIL, AND ATTACHMENT

DETAILS AND ADDITIONAL INFO.

BOTTOM RAIL

FG 11

LC2.01

CONCRETE

MOWCURB

SYNTHETIC TURF COLOR DIAGRAM

SCALE: N.T.S.

NOTES:

1. STANDARD MANUFACTURE COLORS SHALL BE USED WITH THE FIELD INSTALLATION.

COLORS SHOWN ARE AN ARTISTIC RENDERING FOR REFERENCE ONLY AND ARE AN

APPROXIMATION OF FINAL INSTALLED PRODUCT. CONTRACTOR SHALL COORDINATE

WITH MANUFACTURER FOR ACTUAL COLOR OPTIONS AND PROVIDE SAMPLES FOR

REVIEW AND APPROVAL PRIOR TO INSTALL.

2. COLOR AND EASTERN OREGON UNIVERSITY LOGO TO BE COORDINATED WITH

OWNER & EOU STANDARDS GUIDE PRIOR TO CONSTRUCTION. INSTALL PER

MANUFACTURER'S INSTRUCTIONS.

3. ALL BULLPENS AND OUTDOOR BATTING CAGES TO BE INSTALLED

WITH SYNTHETIC TURF IN COLORS AS SHOWN.

4. ALL FIELD LINES SHALL BE WHITE.

GREEN COLOR FAMILY #1

TAN COLOR FAMILY

'PANTONE 295 C' BLUE TO MATCH EOU STDS GUIDE

'PANTONE 125 C' GOLD TO MATCH EOU STDS GUIDE

COLOR LEGEND:

BULLPENBULLPEN

SYNTHETIC TURF AT CONCRETE CURB

SCALE: 3/4" = 1'-0"

FENCE POST, FENCE

HEIGHT, & FENCE TYPE

PER PLANSYNTHETIC TURF

GLUED TO CURB

WRAPPED OVER AND

FASTENED TO NAILER

FIELD SUBSURFACE

DRAINAGE, PER CIVIL

J BOLT

LC2.02

GEOTEXTILE FABRIC

CONCRETE

MOWCURB

LC2.01

2"X4" NAILER BOARD

SYNTHETIC TURF AT BATTER'S BOX

SCALE: 3/4" = 1'-0"

SYNTHETIC TURF

WILCO RUBBER MATTING

FIELD SUBSURFACE

DRAINAGE, PER CIVIL

LC2.02

SYNTHETIC TURF TYPICAL FIELD CONDITION

SCALE: 3/4" = 1'-0"

SHAW SPORTS 'LEGION

2.0' SYNTHETIC TURF

2" THK. SYNTHETIC

TURF AGGREGATE

BASE / LEVELING LAYER

PER SPECS

GEOTEXTILE FABRIC

3/4" TO 1/2" CRUSHED

DRAIN ROCK

FIELD SUBSURFACE

DRAINAGE, PER CIVIL

SYNTHETIC TURF BASE

COARSE MATERIAL,

COMPACTED PER SPECS

FIELD SUBSURFACE DRAINAGE,

FULLY WRAPPED IN

GEOTEXTILE FABRIC PER CIVIL

NOTES:

1. SYNTHETIC TURF PRODUCT IS

SHOWN FOR BASIS OF DESIGN

ONLY.

2. AN EQUAL PRODUCT MAY BE

PROPOSED BY THE

CONTRACTOR TO BE APPROVED

BY OWNER'S REPRESENTATIVE

5 4

LANDSCAPE

CONSTRUCTION DETAILS

LC2.02

BULLPEN FENCING

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

SECTION

EVENLY SPACED, 8'-0" O.C. MAX.

KNUCKLED SELVAGE

-TOP AND BOTTOM

2" O.D. END POST w/ TENSION BAR

TENSION BAR AT EACH END POST, TYP

TIES AT 24" O.C. MAX.

TOP AND BOTTOM

TOP OF FOOTING SLOPED 1% TO

DRAIN AWAY FROM POST.

CONCRETE FOOTING

NOTES:

1. PLACE WIRE MESH FABRIC OPPOSITE FROM FIELD SIZE.

2. BOTTOM RAIL TO BE 3" FROM FINISH SURFACE / GRADE.

3. ALL FENCING MATERIAL, AND HARDWARE CONNECTIONS

TO BE GALVANIZED AND VINYL-COATED BLACK FINISH.

4. SUBMIT SHOP DRAWINGS FOR APPROVAL BY

LANDSCAPE ARCHITECT PRIOR TO INSTALLATION,

INCLUDE ALL HARDWARE.

5. RE: SPECS FOR STEEL FABRICATION INFORMATION,

POST, RAIL AND ATTACHMENT DETAILS AND ADDITIONAL

INFO.

6. VERIFY ALL FIELD DIMENSION PRIOR TO SHOP

DRAWINGS AND FABRICATION.

7. GRIND SMOOTH ANY WELDS AND/OR ROUGH STEEL

PRIOR TO VINYL-COATING.

8. SUBMIT MATERIAL SAMPLE FOR REVIEW.

9. ALL POSTS SHALL BE ALIGNED, EVENLY SPACED, AND

CENTERED IN CONC FTGS. POSTS SHALL BE PLUMB AND

TRUE VERTICAL.

10. TOP OF FENCE SHALL MAINTAIN STRAIGHT, CONSISTENT

LINE TO FOLLOW GRADE AND, WHEREVER POSSIBLE, A

LEVEL ELEVATION.

11. WINDSCREEN: 'POLYPROPYLENE WINDSCREEN', CUT TO

SIZE; COLOR: BLACK, AVAILABLE FROM BEACON

ATHLETICS PH: (800) 747-598 www.beaconathletics.com

OR EQUAL TO BE APPROVED BY OWNER'S

REPRESENTATIVE.

12. WINDSCREEN SHALL BE INSTALLED PER

MANUFACTURER'S RECOMMENDATION UNLESS

OTHERWISE DIRECTED.

13. CONTRACTOR SHALL PROVIDE WINDSCREEN PRODUCT

SUBMITTAL FOR REVIEW AND APPROVAL

2'- 6"

1 1/2" O.D. LINE POST

TOP RAIL

12"

TENSION CLAMP, TYP. (3) PER

TENSION BAR

6'- 0"

BOTTOM RAIL

2" SQ. (9 GAUGE) CHAIN-LINK

MESH FABRIC, TYP.

ELEVATION

CAP ALL POSTS, TYP.

PROVIDE WINDSCREEN FOR BULLPEN

FENCING, INSTALL PER MANUF. REC.

1 5/8" O.D. BRACE RAIL AT CORNERS, TYP

3/8" ADJUSTABLE TRUSS

ROD AT CORNERS

TOP RAIL

CHAIN LINK MESH

2-1/2" O.D.

LINE POST

WIND SCREEN

BOTTOM RAIL

LC2.01

CONCRETE

MOWCURB

CHAINLINK PEDESTRIAN GATE

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

4'-0"

6'- 0"

T O

: F

1.0

TRUSS ROD AND FITTINGS

LOCKING DEVICE TO ACCEPT

A PADLOCK

GATE POST

180° SWING HINGES,

TOP & BOTTOM

NOTES:

1. PLACE WIRE MESH FABRIC OPPOSITE OF FIELD SIDE

2. ALL FENCING MATERIAL & HARDWARE TO GALVANIZED AND VINYL-COATED BLACK FINISH.

3. SUBMIT SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO

INSTALLATION, INCLUDE ALL HARDWARE.

4. VERIFY ALL FIELD DIMENSIONS PRIOR TO SHOP DRAWINGS AND FABRICATION.

5. GRIND SMOOTH ANY WELDS AND/OR ROUGH STEEL PRIOR TO VINYL-COATING.

6. INSTALL WINDSCREEN TO MATCH ADJACENT FENCING TYPE, AS NEEDED.

7. RE: SPECS FOR STEEL FABRICATION INFORMATION, POST, RAIL, AND ATTACHMENT

DETAILS AND ADDITIONAL INFO.

TENSION BAR AT EACH END

POST, TYP

TENSION CLAMP, TYP. (3) PER

TENSION BAR

ADJACENT FENCING PER PLAN

89 STAIR HANDRAIL

SCALE: 1"= 1'-0"

2'-

1'-0"

ELEVATION

2'-

CROSS SECTION AT POST, TYP.

3" 8"

1-1/4" DIA. STAINLESS

STEEL HANDRAIL

CORE-DRILL AND SET

POSTS WITH NON

SHRINK GROUT,

COLOR TO MATCH

ADJACENT PAVING

(4) #3 CONT. REBAR

CONCRETE STEPS

PER PLAN, TYP.

CONTINUOUS

WELD, TYP.

1-1/4" X 1/2" FLAT STAINLESS

STEEL STOCK POSTS.

STAINLESS STEEL

SINGLE-PIECE ESCUTCHEON,

TYP.

STAINLESS STEEL

SINGLE-PIECE ESCUTCHEON, TYP.

LC2.01

4'-0" MAX., TYP.

NOTES:

1. ALL RAILS, POSTS & ESCUTCHEONS TO BE STEEL W/ POWDERCOAT FINISH, BLACK.

2. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL HANDRAILS BASED ON FIELD MEASUREMENTS FOR APPROVAL PRIOR TO FABRICATION.

3. PROVIDE 3" SQUARE STAINLESS STEEL ESCUTCHEON PLATES FOR ALL POSTS.

4. MID RAILS SHALL BE EQUALLY SPACED.

5. EXTEND HANDRAIL 12" BEYOND TOP AND BOTTOM OF STAIRS, PER PLAN.

6. ALL METAL COMPONENTS SHALL RECEIVE BLACK POWDERCOAT FINISH.

(1) TREAD WIDTH

CONTINUOUS WELD,

TYP.

1-1/4" X 1/2" FLAT

STAINLESS STEEL

STOCK POSTS.

1-1/4" DIA. STAINLESS

STEEL HANDRAIL

AutoCAD SHX Text James M. Szabo

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

AutoCAD SHX Text 02.24.2014

L an d sc ap e

A rc hi te ct ur e, a ll r ig ht s r es er ve d

A ny u se w ith ou t p er m iss io n is ex pr es sly p ro hi bi te d

Pl ot te d

:3 6:

M sheet number consultant landscape architect's seal sheet description agency project number sla project number date project phase project revision schedule

E AVENUE

LA GRANDE, OR

2308.04

EOU BALLFIELD COMPLEX

PHASE 1 - BID PACKAGE C

no. date description

BID SET

2026.02.26

1000 NW WALL ST., STE 205 | BEND, OR 97703

541.382.2059 | WWW.SZABO-LA.COM

E G I S T E R E

L A

N D

C A P E A R C H

I T E

C T

2 SCOREBOARD FRAMING & FOUNDATION

SCALE: 1/4" = 1'-0"

8'-0" 4'-0"

8'- 0 3

/16

'-0

8'-0"4'-0"

SEE FOOTING ENLARGEMENT

MDL. 1606

OUTDOOR

SCOREBOARD

FROM NEVCO, INC.

CONC. FOOTING

SHALL SLOPE

AWAY FROM

COLUMNS, TYP.

ELEVATION: SOFTBALL

NOTES:

1. COLUMN STEEL TO BE GRADE A992 (50 KSI STEEL MINIMUM).

2. BRACING STEEL TO BE ASTM A500 GRADE B MINIMUM (SEE 241-0416).

3. MINIMUM BOLT GRADE: A307

4. ALL WELDS TO CONFORM TO AWS STANDARDS

5. THE DIMENSIONS IN THE CHARTS ON SHEETS 2-6 ARE CALCULATED USING THE REQUIREMENTS

SPECIFIED IN IBC 2012, AND THE MANUAL OF STEEL CONSTRUCTION (13TH EDITION). SOIL LATERAL

BEARING PRESSURE IS CONSIDERED TO BE 150 PSF/F.

6. CHECK WITH THE LOCAL BUILDING AUTHORITY TO DETERMINE THE INSTALLATION SITES WIND ZONE AND RISK CATEGORY AS SPECIFIED IN IBC 2012 AND ASCE 7-10. FOR THE PURPOSES OF THESE

INSTALLATION PRINTS, RISK CATEGORY I SHALL APPLY TO AN INSTALLATION WHERE THE

SCOREBOARD IS MORE THAN 1.5 X THE OVERALL HEIGHT AWAY FROM THE NEAREST SPECTATOR

SECTION. RISK CATEGORY II SHALL APPLY TO ALL OTHER INSTALLATIONS.

7. THE WEIGHTS OF SIGNS TO BE CALCULATED USING 4.3 LB/SQ. FT OF SIGN AREA.

8. THE WEIGHTS OF NEVCO MESSAGE CENTERS TO BE CALCULATED USING 8.5 LB/SQ FT.

9. THE WEIGHTS OF NEVCO VIDEO DISPLAYS TO BE CALCULATED USING 9.5 LBS/SQ. FT.

10. THE WEIGHTS OF NEVCO ARCHES TO BE CALCULATED USING 7.7 LBS/SQ. FT.

11. SCOREBOARD POSTS SHALL BE POWDER COATED W/ PANTONE 295 C (CUSTOM BLUE) TO MATCH EOU

STANDARDS GUIDE. COLOR SHALL BE SUBMITTED TO OWNER AND LANDSCAPE ARCHITECT FOR

APPROVAL PRIOR TO FABRICATION.

W10X30 A992

STEEL

COLUMN, TYP.,

SEE NOTES

ABOVE

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

2'-0"

DIAMETER

1'- 0"

'-0

" F

L, 9'-

0" F

3" CLR. TYP.

(3) #4 TIES @

1-1/2" O.C.

#4 TIES @ 12" O.C.

(10) #5 EQUALLY

SPACED VERT. BARS

W10x30 A992 STEEL

COLUMN, TYP.

2" FG

'-0

" M

FOOTING ENLARGEMENT

3 SCOREBOARD SPECIFICATIONS

BASIS OF DESIGN:

NEVCO

(618) 659-7514

WWW.NEVCO.COM

MDL#: 1606 SOFTBALL LED SCOREBOARD

SIZE: 24' W x 8' H x 8" D &/ ADDITIONAL

ADVERTISEMENT PANELS

COLOR: SEE PROOF REFERENCE LIST AT LEFT

OR APPROVED EQUAL AS APPROVED BY OWNER'S

REPRESENTATIVE

1 SOFTBALL BULLPEN

SCALE: 1/8" = 1'-0"

NOTES:

1. SEE DETAIL 10 / LC2.01 FOR PITCHER'S RUBBER PRODUCT SPECIFICATION

2. SEE DETAIL 9 / LC2.01 FOR HOME PLATE PRODUCT SPECIFICATION

3. REFER TO LANDSCAPE FENCING PLAN ON LC1.03 FOR FENCING AND GATE INFORMATION

BULLPEN PLAN

'-0

62'-6"

1'-9" 1'-9"

10'-0"

'-0

HOME PLATE, TYP. OF (2)

PITCHER'S RUBBER, TYP. OF (2)

8'-0"

2'- 1"

9'-0"

PITCHER'S LANE STRIPING

SYNTHETIC TURF PER PLAN

LANDSCAPE

CONSTRUCTION DETAILS

LC2.03

5 METAL EDGING 4 SYNTHETIC TURF MANHOLE ACCESS COVER

NOTES:

1. THIS PRODUCT IS SHOWN FOR BASIS OF DESIGN ONLY.

2. AN EQUAL PRODUCT MAY BE PROPOSED BY THE CONTRACTOR TO BE APPROVED BY OWNER'S REPRESENTATIVE.

3. SYNTHETIC TURF TO BE COORDINATED WITH TURF MANUFACTURER. MANHOLE COVER TO BE INSTALLED

CENTERED ON MANHOLE AS PER CIVIL PLANS. ALL PRODUCTS TO BE INSTALLED PER MANUFACTURER'S

RECOMMENDATIONS.9. THIS PRODUCT IS SHOWN FOR BASIS OF DESIGN ONLY.

10. AN EQUAL PRODUCT MAY BE PROPOSED BY THE CONTRACTOR TO BE APPROVED BY OWNERS REPRESENTATIVE.

FOR DESIGN INTENT ONLY.

NOT IN CONTRACT.

FOR DESIGN INTENT ONLY.

NOT IN CONTRACT.

FOR DESIGN INTENT ONLY.

NOT IN CONTRACT.

FLAGPOLE

SCALE: 1"= 1'-0"

NOTES:

1. INSTALLATION TO BE COMPLETED IN

ACCORDANCE WITH MANUFACTURER'S

SPECIFICATIONS

2. FLAGPOLE FINISH: SATIN

3. FLAGPOLE MODEL BASE BID: THE FLAGPOLE

STORE VANGUARD SERIES FLAGPOLE

https://www.flagpolestore.com/vanguard-series/

4. FLAGPOLE AND FTG. SHOWN AS PRODUCT

REFERENCE ONLY AND WILL BE PERMITTED BY

CONSTRUCTION SUBMITTAL

SECTION

F'c = 3,000 PSI Fy = 60,000 PSI

SPP = 200 PSF/F

COMPACTED

SUBGRADE

5'- 6"

3/4" CHAMFER @ EDGE

ALUMINUM COLLAR,

FINISH TO MATCH

FLAGPOLE

2'-0"

FLAG POLE

PER MFG

(8) #5 VERTS

#3 TIES @

10" O.C.

Ø2'-0"VERFIYPER MFR.

CONC. FTG W/ (8) #5 VERT

BARS & #3 CLOSED TIES

@ 10" O.C., 3" CLR, TYP.

CUSTOM 3'-6" X 10"

GROUND SLEEVE W/ 3'

SPIKE

PLAN

FOUNDATION SLEEVE 16 GA.

HOT DIP GALVANIZED STEEL

STEEL CENTERING WEDGES

1/4" STEEL BASE PLATE

1/4" STEEL SUPPORT PLATE

WEKDED TO GROUNDING SPIKE

FOOTING PER MFG

CAST ALUMINUM STATIONARY TRUCK

5'- 0"

NYLON BEADED

RETAINER RING

WIRE CENTER HALYARD

GEARLESS, SELF LOCKING DIRECT

DRIVE WINCH WITH SIX-PIN

TUMBLER CYLINDER LOCK

40' EXPOSED HEIGHT

ALUMINUM FLAGPOLE

PLANTING AREA

PER PLANS

OF FLAGPOLE

SWIVEL SNAPS WITH

COVERS

SPUN ALUMINUM BALL

AutoCAD SHX Text James M. Szabo

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

AutoCAD SHX Text 02.24.2014

A. STATIC WATER PRESSURE ON SITE HAS BEEN DETERMINED TO BE 85 PSI PER INFORMATION OBTAINED FROM EOU. THIS DESIGNED SYSTEM REQUIRES A MINIMUM STATIC PRESSURE OF 50.3 PSI AND A MINIMUM FLOW OF 41 GPM AT THE POINT OF CONNECTION. NOTIFY THE LANDSCAPE ARCHITECT IF

ACTUAL FIELD DATA DIFFERS FROM THIS INFORMATION.

B. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE

WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES.

C. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT

LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC.

D. CONTRACTOR TO EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING REES WILL BE ALLOWED. AIR SPADE SHALL BE UTILIZED FOR ALL TRENCHING WITHIN THE DRIPLINE OF EXISTING TREES.

E. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY. ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE

LOCATED JUST OUTSIDE THE ROOTBALL ON OPPOSITE SIDES OF THE TREE.

F. ELECTRICAL WIRING FOR REMOTE CONTROL VALVES NOT SHOWN ON PLANS, CONTRACTOR INSTALL WIRING FOR ALL VALVES AND USE PVC SLEEVING

FOR WIRE RUNS UNDER CONCRETE OR HARDSCAPE.

G. CONTRACTOR SHALL INSTALL RAINBIRD WR2-RFC RAIN AND FREEZE SENSOR ON SYSTEM AND MOUNTED ON BUILDING WHERE IT WILL BE EXPOSED TO DIRECT, UNOBSTRUCTED RAINFALL (BUT AWAY FROM SPRINKLER SPRAY). CHECK FOR OBSTRUCTIONS TO RAINFALL SUCH AS OVERHANGS, TREES, ETC.

H. ALL SPRAY IRRIGATION TO ACHIEVE HEAD-TO-HEAD COVERAGE AND MINIMIZE OVER SPRAY. CONTRACTOR TO VERIFY IN FIELD AND MAKE NECESSARY

ADJUSTMENTS.

I. CONTRACTOR TO INSTALL BLOWOUT VALVE IN THE SYSTEM FOR WINTERIZATION PER DETAIL 6 /LI4.02.

J. CONTRACTOR TO COORDINATE POWER TO IRRIGATION CONTROLLER WITH ELECTRICAL CONTRACTOR.

K. ALL IRRIGATION EQUIPMENT, LATERALS, MAINLINE AND SPRAY HEADS SHALL BE INSTALLED PER STANDARDS AND SPECIFICATIONS UNLESS

OTHERWISE NOTED.

L. ALL LATERAL END RUNS SHALL BE 3/4" PVC SCHEDULE 40 PIPE UNLESS OTHERWISE NOTED ON PLANS.

M. CONTRACTOR TO ENSURE UTILITY LOCATES ARE PERFORMED PRIOR TO COMMENCEMENT OF CONSTRUCTION, TO BE COORDINATED WITH OWNERS

REPRESENTATIVER.

IRRIGATION NOTES

DEC

CON

DEC

CON

DEC

CON

CONCON

CON

DECDEC

DEC

CON

DEC DEC DEC

DEC DEC DEC DEC DEC

DEC

CON

DEC

DEC DEC

DEC

DECCON

DEC

MH:_'

216.8 SF

WOMEN'S

RESTROOM

216.8 SF

MEN'S

RESTROOM

97.9 SF

MAINTENANCE

AREA

17GPM

35PSI

6T H

C AVENUE

LIM

O F

LIMIT OF WORK

E AVENUE

LIM

O F

LIMIT OF WORK

SYMBOL MANUFACTURER/MODEL QTY PSI

RAIN BIRD R-VAN14 1804-P45 RV-14 10 40

RAIN BIRD R-VAN18 1804-P45 RV-18 15 40

RAIN BIRD R-VAN24 1804-P45 RV-24 10 40

RAIN BIRD R-VAN-STRIP 1812-SAM-P45 SST 5 30

RAIN BIRD R-VAN14 1812-SAM-P45 RV-14 51 30

RAIN BIRD R-VAN14 1812-SAM-P45 RV-14F 1 30

RAIN BIRD R-VAN18 1812-SAM-P45 RV-18 19 30

RAIN BIRD R-VAN18 1812-SAM-P45 RV-18F 1 30

RAIN BIRD R-VAN24 1812-SAM-P45 RV-24 49 30

RAIN BIRD R-VAN24 1812-SAM-P45 RV-24F 2 30

RAIN BIRD 1804-SAM-PRS-5 SERIES STREAM 5Q-B 44 30

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI

RAIN BIRD 5004-PC-SAM 1.5

TURF ROTOR, 4IN. POP-UP, PLASTIC RISER. ADJUSTABLE

TO FULL CIRCLE. STANDARD ANGLE NOZZLE. WITH

SEAL-A-MATIC CHECK VALVE.

5 45

RAIN BIRD 5004-PC-SAM 2.0

TURF ROTOR, 4IN. POP-UP, PLASTIC RISER. ADJUSTABLE

TO FULL CIRCLE. STANDARD ANGLE NOZZLE. WITH

SEAL-A-MATIC CHECK VALVE.

9 45

RAIN BIRD 5004-PC-SAM 2.5

TURF ROTOR, 4IN. POP-UP, PLASTIC RISER. ADJUSTABLE

TO FULL CIRCLE. STANDARD ANGLE NOZZLE. WITH

SEAL-A-MATIC CHECK VALVE.

60 45

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

RAIN BIRD PEB-IVM

1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/

FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATING

CAPABILITY, GLOBE CONFIGURATION.

RAIN BIRD 44-RC

1IN. BRASS QUICK-COUPLING VALVE, WITH

CORROSION-RESISTANT STAINLESS STEEL SPRING,

THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.

IRRIGATION SCHEDULE

LASCO FITTINGS TUBV-SC

PLASTIC FULL BLOCK TRUE UNION BALL VALVE. SHUT

OFF/ISOLATION VALVE TO ELIMINATE WATER HAMMER.

INSTALL SAME SIZE AS MAINLINE.

RAIN BIRD EFB-CP 2"

1IN., 1-1/4”, 1-1/2IN., 2IN. BRASS MASTER VALVE, THAT IS

CONTAMINATION PROOF W/SELF-FLUSHING FILTER

SCREEN. GLOBE CONFIGURATION, RECLAIMED WATER

COMPATIBLE, AND PURPLE HANDLE COVER DESIGNATES

NON-POTABLE WATER USE.

RAIN BIRD ESPLXIVM-LXMMSS-LXMMSSPED

60 STATION, 2-WIRE CONTROLLER W/ SMART VALVE

TECHNOLOGY. (1) ESPLXIVM 60-STATION,

INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE.

INSTALLED IN LXMMSS-LXMMSSPED STAINLESS STEEL

CABINET W/ PEDESTAL. USE PAIGE ELECTRIC CABLE

P7072D & RAIN BIRD WC20 DRY SPLICES ONLY. GROUND

SYSTEM W/ (X) LXIVMSD SURGE DEVICE IN RAIN BIRD

ROUND VALVE BOXES. INSTALL PER MANUFACTURERS

RECOMMENDATIONS.

RAIN BIRD FS-300-P

3IN. FLOW SENSOR, PLASTIC PVC MODEL. SUGGESTED

OPERATING RANGE 20.0 GPM TO 300.0 GPM.

CAP FOR FUTURE USE

CAP AT THE MAINLINE OR LATERAL LINE FOR FUTURE

USE.

POINT OF CONNECTION

IRRIGATION LATERAL LINE: PVC SCHEDULE 40

IRRIGATION MAINLINE: 3" SCHEDULE 40 PRESSURIZED PVC

MAINLINE

PIPE SLEEVE: PVC SCHEDULE 40

2.5 TIMES THE DIAMETER OF THE PIPE OR BUNDLE INSIDE.

PLACE UNDER HARDSCAPE OR ASPHALT AREAS, EXTEND

12" BEYOND PAVING EDGES.

X X

POC

IRRIGATION SCHEDULE

VALVE NUMBER

VALVE FLOW

VALVE SIZE

VALVE CALLOUT

VALVE BODY#

BODY HEIGHT

4 = 4" POP-UP

6 = 6" POP UP

12 = 12" POP-UP

B = BUBBLER

SYMBOL MANUFACTURER/MODEL QTY PSI

0 25' 50' 100'

SCALE: 1" = 50'-0"

LI3.01

L an d sc ap e

A rc hi te ct ur e, a ll r ig ht s r es er ve d

A ny u se w ith ou t p er m iss io n is ex pr es sly p ro hi bi te d

Pl ot te d

:3 6:

M sheet number consultant landscape architect's seal sheet description agency project number sla project number date project phase project revision schedule

E AVENUE

LA GRANDE, OR

2308.04

EOU BALLFIELD COMPLEX

PHASE 1 - BID PACKAGE C

no. date description

BID SET

2026.02.26

1000 NW WALL ST., STE 205 | BEND, OR 97703

541.382.2059 | WWW.SZABO-LA.COM

keymap

E G I S T E R E

L A

N D

C A P E A R C H

I T E

C T

, CONTINUED

OVERALL LANDSCAPE

IRRIGATION PLAN

LI3.00

BASEBALL FIELD -

PACKAGE B

AutoCAD SHX Text J

AutoCAD SHX Text James M. Szabo

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

AutoCAD SHX Text 02.24.2014

DEC

CON

DEC

CON

CONCON

CON

DECDEC

DEC

CON

DEC DEC DEC

DEC DEC DEC DEC DEC

DEC

CON

DEC

DEC DEC

DEC

DECCON

DEC

216.8 SF

WOMEN'S

RESTROOM

216.8 SF

MEN'S

RESTROOM

97.9 SF

MAINTENANCE

AREA

R E

E T

C A V E N U E

LIM

O F

LIMIT OF WORK

E A V E N U E

LIM

O F

LIMIT OF WORK

SYMBOL MANUFACTURER/MODEL QTY PSI

RAIN BIRD R-VAN14 1804-P45 RV-14 10 40

RAIN BIRD R-VAN18 1804-P45 RV-18 15 40

RAIN BIRD R-VAN24 1804-P45 RV-24 10 40

RAIN BIRD R-VAN-STRIP 1812-SAM-P45 SST 5 30

RAIN BIRD R-VAN14 1812-SAM-P45 RV-14 51 30

RAIN BIRD R-VAN14 1812-SAM-P45 RV-14F 1 30

RAIN BIRD R-VAN18 1812-SAM-P45 RV-18 19 30

RAIN BIRD R-VAN18 1812-SAM-P45 RV-18F 1 30

RAIN BIRD R-VAN24 1812-SAM-P45 RV-24 49 30

RAIN BIRD R-VAN24 1812-SAM-P45 RV-24F 2 30

RAIN BIRD 1804-SAM-PRS-5 SERIES STREAM 5Q-B 44 30

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI

RAIN BIRD 5004-PC-SAM 1.5

TURF ROTOR, 4IN. POP-UP, PLASTIC RISER. ADJUSTABLE

TO FULL CIRCLE. STANDARD ANGLE NOZZLE. WITH

SEAL-A-MATIC CHECK VALVE.

5 45

RAIN BIRD 5004-PC-SAM 2.0

TURF ROTOR, 4IN. POP-UP, PLASTIC RISER. ADJUSTABLE

TO FULL CIRCLE. STANDARD ANGLE NOZZLE. WITH

SEAL-A-MATIC CHECK VALVE.

9 45

RAIN BIRD 5004-PC-SAM 2.5

TURF ROTOR, 4IN. POP-UP, PLASTIC RISER. ADJUSTABLE

TO FULL CIRCLE. STANDARD ANGLE NOZZLE. WITH

SEAL-A-MATIC CHECK VALVE.

60 45

IRRIGATION SCHEDULE

DEC

CON

DEC

CON

CONCON

CON

DECDEC

DEC

MH:_'

216.8 SF

WOMEN'S

RESTROOM

216.8 SF

MEN'S

RESTROOM

97.9 SF

MAINTENANCE

AREA

0GPM

4"2"

1"11 4"

CONNECT STATIONS TO

EX. MAINLINE, TYP.

27.611

32.911

32.611 2"

15.211

19.211

25.111

35.111

15.111

16.21"

21.111

15.611

24.211

31"

1GPM

1" 1"

4" 1"

CONNECT TO

EX. MAINLINE, TYP.

PEDESTAL MOUNTED CONTROLLER,

PLACED WITH PACKAGE A

CONNECT TO

EX. LATERALS

171"

17GPM

35PSI 11

E AVENUE

LIMIT OF WORK

6T H

LIMIT OF WORK

LIM

O F

LIMIT OF WORK

LIM

O F

LIM

O F

CONNECT TO

STATION INSTALLED

IN PACKAGE B.

EXISTING MAINLINE

PACKAGE A

ACTUAL FIELD DATA DIFFERS FROM THIS INFORMATION.

B. MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE

WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES.

C. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT

LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC.

E. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY. ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE

LOCATED JUST OUTSIDE THE ROOTBALL ON OPPOSITE SIDES OF THE TREE.

F. ELECTRICAL WIRING FOR REMOTE CONTROL VALVES NOT SHOWN ON PLANS, CONTRACTOR INSTALL WIRING FOR ALL VALVES AND USE PVC SLEEVING

FOR WIRE RUNS UNDER CONCRETE OR HARDSCAPE.

H. ALL SPRAY IRRIGATION TO ACHIEVE HEAD-TO-HEAD COVERAGE AND MINIMIZE OVER SPRAY. CONTRACTOR TO VERIFY IN FIELD AND MAKE NECESSARY

ADJUSTMENTS.

I. CONTRACTOR TO INSTALL BLOWOUT VALVE IN THE SYSTEM FOR WINTERIZATION PER DETAIL 6 /LI4.02.

J. CONTRACTOR TO COORDINATE POWER TO IRRIGATION CONTROLLER WITH ELECTRICAL CONTRACTOR.

K. ALL IRRIGATION EQUIPMENT, LATERALS, MAINLINE AND SPRAY HEADS SHALL BE INSTALLED PER STANDARDS AND SPECIFICATIONS UNLESS

OTHERWISE NOTED.

L. ALL LATERAL END RUNS SHALL BE 3/4" PVC SCHEDULE 40 PIPE UNLESS OTHERWISE NOTED ON PLANS.

M. CONTRACTOR TO ENSURE UTILITY LOCATES ARE PERFORMED PRIOR TO COMMENCEMENT OF CONSTRUCTION, TO BE COORDINATED WITH OWNERS

IRRIGATION NOTES

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

RAIN BIRD PEB-IVM

1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/

FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATING

CAPABILITY, GLOBE CONFIGURATION.

RAIN BIRD 44-RC

1IN. BRASS QUICK-COUPLING VALVE, WITH

CORROSION-RESISTANT STAINLESS STEEL SPRING,

THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.

LASCO FITTINGS TUBV-SC

PLASTIC FULL BLOCK TRUE UNION BALL VALVE. SHUT

OFF/ISOLATION VALVE TO ELIMINATE WATER HAMMER.

INSTALL SAME SIZE AS MAINLINE.

RAIN BIRD EFB-CP 2"

1IN., 1-1/4”, 1-1/2IN., 2IN. BRASS MASTER VALVE, THAT IS

CONTAMINATION PROOF W/SELF-FLUSHING FILTER

SCREEN. GLOBE CONFIGURATION, RECLAIMED WATER

COMPATIBLE, AND PURPLE HANDLE COVER DESIGNATES

NON-POTABLE WATER USE.

RAIN BIRD ESPLXIVM-LXMMSS-LXMMSSPED

60 STATION, 2-WIRE CONTROLLER W/ SMART VALVE

TECHNOLOGY. (1) ESPLXIVM 60-STATION,

INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE.

INSTALLED IN LXMMSS-LXMMSSPED STAINLESS STEEL

CABINET W/ PEDESTAL. USE PAIGE ELECTRIC CABLE

P7072D & RAIN BIRD WC20 DRY SPLICES ONLY. GROUND

SYSTEM W/ (X) LXIVMSD SURGE DEVICE IN RAIN BIRD

ROUND VALVE BOXES. INSTALL PER MANUFACTURERS

RECOMMENDATIONS.

RAIN BIRD FS-300-P

3IN. FLOW SENSOR, PLASTIC PVC MODEL. SUGGESTED

OPERATING RANGE 20.0 GPM TO 300.0 GPM.

CAP FOR FUTURE USE

CAP AT THE MAINLINE OR LATERAL LINE FOR FUTURE

USE.

POINT OF CONNECTION

IRRIGATION LATERAL LINE: PVC SCHEDULE 40

IRRIGATION MAINLINE: 3" SCHEDULE 40 PRESSURIZED PVC

MAINLINE

PIPE SLEEVE: PVC SCHEDULE 40

2.5 TIMES THE DIAMETER OF THE PIPE OR BUNDLE INSIDE.

PLACE UNDER HARDSCAPE OR ASPHALT AREAS, EXTEND

12" BEYOND PAVING EDGES.

X X

POC

IRRIGATION SCHEDULE

VALVE NUMBER

VALVE FLOW

VALVE SIZE

VALVE CALLOUT

VALVE BODY#

BODY HEIGHT

4 = 4" POP-UP

6 = 6" POP UP

12 = 12" POP-UP

B = BUBBLER

L an d sc ap e

A rc hi te ct ur e, a ll r ig ht s r es er ve d

A ny u se w ith ou t p er m iss io n is ex pr es sly p ro hi bi te d

Pl ot te d

:3 6:

M sheet number consultant landscape architect's seal sheet description agency project number sla project number date project phase project revision schedule

E AVENUE

LA GRANDE, OR

2308.02

EOU BALLFIELD COMPLEX

PHASE 1 - BID PACKAGE A

no. date description

BID SET

2026.02.26

1000 NW WALL ST., STE 205 | BEND, OR 97703

541.382.2059 | WWW.SZABO-LA.COM

keymap

E G I S T E R E

L A

N D

C A P E A R C H

I T E

C T

LI3.01

0 10' 20' 40'

SCALE: 1" = 20'-0"

, CONTINUED

SOFTBALL FIELD

LANDSCAPE

IRRIGATION PLAN

LI3.01

AutoCAD SHX Text J

AutoCAD SHX Text

LEASE LINE PER ROS 001-1999

AutoCAD SHX Text J

AutoCAD SHX Text

LEASE LINE PER ROS 001-1999

AutoCAD SHX Text J

AutoCAD SHX Text James M. Szabo

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

AutoCAD SHX Text 02.24.2014

IRRIGATION BUBBLER (2) W/ LAYOUT

SCALE: 3/4" = 1'-0"

" M

PLAN VIEW

SECTION VIEW

FGNotes:

1. ALL IRRIGATION FITTINGS

SHALL BE SCH. 40 PVC

UNLESS SPECIFIED

OTHERWISE.

2. ALL THREADED

CONNECTIONS FROM

SCH. 40 TO SCH. 80 PVC

SHALL BE MADE USING

TEFLON TAPE.

3. CONTRACTOR SHALL

SETTLE THE AREA

AROUND THE BUBBLER

AND EDGE OF THE ROOT

BALL SO THAT ALL

IRRIGATION FLOWS

THROUGH THE ROOT

BALL.

POP-UP BUBBLER PER

IRRIGATION PLANS

SWING JOINT. SEE DETAIL

SCH. 40 PVC 90° ELBOW

SLIP TO THREAD

LATERAL LINE IRRIGATION. (SEE

IRRIGATION PLANS FOR SIZING)

EDGE OF ROOT BALL. SETTLE

BACKFILL SO THAT IRRIGATION

FLOWS THROUGH THE ROOT BALL

EDGE OF ROOT BALL

SWING JOINT, SEE DETAIL

SCH. 40 PVC 90° ELBOW

SLIP TO THREAD

SCH. 40 PVC TEE OR 90° ELBOW

LATERAL LINE IRRIGATION. (SEE

IRRIGATION PLANS FOR SIZING)

BALL VALVE - 3" AND SMALLER

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

6" M

" M

RECTANGULAR VALVE

BOX WITH LOCKING LID

PAVEMENT

SCH. 80 PVC UNION SXS

SCH. 80 PVC NIPPLE TXS

MAINLINE

3" THICK LAYER OF

PEA GRAVEL OR

APPROVED EQUAL

FILTER FABRIC

THREADED BALL VALVE.

(SEE IRRIGATION LEGEND

FOR MAKE AND MODEL)

SCH. 80 PVC MALE

ADAPTER

SCH. 40 PVC 45° ELBOW

FOUR (4) 4" X 8" BRICKS

DOUBLE CHECK VALVE ASSEMBLY

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

2" @ SHRUBS,

1" @ TURF

FLOW

BRANDED RECTANGULAR VALVE

BOX WITH LOCKING LID

DOUBLE CHECK VALVE

ASSEMBLY PER

IRRIGATION LEGEND

GEOTEXTILE FABRIC

CLEAN CRUSHED GRAVEL

PER SPECIFICATIONS

(4) 4x8 BRICKS FOR

STABILIZATION

LINE FLUSHING VALVE

SCALE: NTS

TOP OF MULCH

7" ROUND VALVE BOX

PVC LATERAL

LINE FLUSHING VALVE

FILTER FABRIC

3/4" WASHED DRAIN ROCK

(2) 4x8 BRICKS

3/4" GRAVEL SUMP

(1 CUBIC FOOT)

PIPE BENEATH PAVEMENT

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

2'- 0"

NOTES:

1. ALL SLEEVES SHALL EXTEND 12" BEYOND THE EDGE OF PAVEMENT.

2. END OF SLEEVES SHALL BE LOCATED WITH A PERMANENT PAVEMENT MARKING PIN,

STANDARD BRASS SURVEY PIN IN LEAD, SET 1 INCH FROM EDGE OF PAVING OR CURB.

PAVING PER PLANS

BASE ROCK PER

CONSTRUCTION

PLANS

CLEAN BACKFILL, 95% RELATIVE

COMPACTION UNDER PAVING OR

PER CIVIL ENGINEER'S PLANS

CONTROL WIRES, SLEEVE UNDER

PAVING. INSTALL ADJACENT TO

PRESSURIZED MAINLINE. BUNDLE

SHALL BE NO MORE THAN 50% OF

PIPE DIAMETER

MAINLINE, SLEEVE UNDER PAVING

TO BE 2.5X THE DIAMETER OF THE

PRESSURIZED MAINLINE PIPE.

NON-PRESSURIZED LINE, SLEEVE

UNDER PAVING TO BE 2.5X THE

DIAMETER OF THE LATERAL LINE.

POP-UP SPRAY HEAD

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

NOTES:

1. 6" POP UPS SHALL BE USED IN TURF AREAS, 12" POP UPS SHALL BE USED IN PLANTING BEDS.

2. CONTRACTOR SHALL SETTLE SOIL AROUND THE POP UP AFTER INSTALLATION.

3. ALL POP UP SPRAY HEADS SHALL HAVE CHECK VALVES.

4. ALL SCH. 40 PVC TO SCH. 80 PVC CONNECTIONS SHALL BE MADE USING TEFLON TAPE.

POP UP SPRAY HEAD. (SEE IRRIGATION

LEGEND FOR MAKE AND MODEL)

SWING JOINT

SCH. 40 PVC TEE OR ELBOW

LATERAL IRRIGATION LINE.

(SEE IRRIGATION PLANS FOR

SIZE AND TYPE)

SPRAY NOZZLE OR BUBBLER.

(SEE IRRIGATION LEGEND FOR

MAKE AND MODEL)

TOP OF POP UP SET AT

FINISH GRADE

SWING JOINT

SCALE: 3" = 1'-0"

IRRIGATION HEAD

SCH. 80 PVC NIPPLE

SCH. 40 PVC 90° ELBOW

SCH. 40 PVC STREET ELBOW

SCH. 40 PVC TEE OR ELBOW

LATERAL LINE

SCH. 40 PVC TEE OR ELBOW

SCH. 40 PVC STREET ELBOW

SCH. 80 PVC NIPPLE

SCH. 40 PVC STREET ELBOW

SCH. 40 PVC 90° ELBOW

SCH. 80 PVC NIPPLE

SECTION

PLAN

IRRIGATION TRENCHING

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

24" MIN.

1'- 0"

2'- 0"

ADJACENT PAVING

PER PLAN

NON-PRESSURIZED LINE

(LATERAL LINE)

DETECTABLE LOCATOR TAPE

PRESSURIZED LINE (MAINLINE)

DIRECT BURIAL LOW VOLTAGE

CONTROL WIRES.

L an d sc ap e

A rc hi te ct ur e, a ll r ig ht s r es er ve d

A ny u se w ith ou t p er m iss io n is ex pr es sly p ro hi bi te d

Pl ot te d

:3 6:

M sheet number consultant landscape architect's seal sheet description agency project number sla project number date project phase project revision schedule

E AVENUE

LA GRANDE, OR

2308.04

EOU BALLFIELD COMPLEX

PHASE 1 - BID PACKAGE C

no. date description

BID SET

2026.02.26

1000 NW WALL ST., STE 205 | BEND, OR 97703

541.382.2059 | WWW.SZABO-LA.COM

E G I S T E R E

L A

N D

C A P E A R C H

I T E

C T

ROTOR SPRAYHEAD

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

NOTES:

1. ALL THREADED CONNECTION POINTS BETWEEN SCH. 40 PVC AND SCH. 80 PVC FITTING SHALL BE

INSTALLED USING TEFLON TAPE.

2. CONTRACTOR SHALL COMPACT SOIL AROUND ROTOR AND RISER PRIOR TO PLANTING, PLUGGING, SEEDING, OR LAYING OF SOD.

POP-UP ROTOR TO BE SET AT

FINISH GRADE. (SEE IRRIGATION

LEGEND FOR MAKE AND MODEL)

SCH. 80 PVC NIPPLE (OPTIONAL)

SWING JOINT, SEE DETAIL

PVC LATERAL IRRIGATION PIPE.

(SEE IRRIGATION PLANS FOR PIPE

SIZE AND TYPE).

SCH. 40 PVC TEE OR ELBOW

STRIP AND TWIST WIRES FOR PROPER

CONNECTION

LOW VOLTAGE WIRES, 3 MAXIMUM

OUTER CASE OF CONNECTOR

CRIMP COPPER SLEEVE - INSTALL WITH

RECOMMENDED TOOL

CONNECTOR INSERT

SCALE: N.T.S.

ELECTRICAL WIRING CONNECTOR

LANDSCAPE

IRRIGATION DETAILS

LI4.01

QUICK COUPLER VALVE

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

NOTES:

1. ALL THREADED CONNECTIONS SHALL BE INSTALLED USING TEFLON TAPE.

2. VALVE BOX SHALL BE WRAPPED WITH A MINIMUM 3 MIL THICK PLASTIC AND SECURED TO THE VALVE BOX USING DUCT

TAPE OR ELECTRICAL TAPE.

3. ALL QUICK…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 27, 2026.