EOU Ballfield Project – Phase 1 FP-2022-09B EOU Project Number FP-2022-09B Addendum No. 2 April 7, 2026 Page 1 of 3

Eastern Oregon University Facilities & Planning Department

A D D E N D U M N O . 2

Project: EOU Ballfield Complex

RFP #: #FP-2022-09B

Date: April 7, 2026 Subject: Bid Form & Existing Conditions Plan Addenda

This three (3) page addenda changes the contract documents as follows:

modifies the bid due date to Tuesday April 16, 2026, the package ‘A’ bid form, and the overall civil grading plan to answer bidder questions.

Attachments included as part of this addendum are as follows:

• Updated invitation to bids cover sheet

• Updated Invitation for bids Section 00 11 16

• Updated package ‘A’ bid form

• Updated package ‘A’ civil grading plan

• Updated package C landscape construction plans

Addendum No. 2 to the Request for Proposal (RFP) is hereby submitted for use in bid preparation and submittal.

All changes, additions, and/or deletions are hereby made as part of EOU Ballfield Complex Phase I Project, as fully and completely as if the same were entirely set forth in the RFP #FP- 2022-09B. Changes and additions are noted in underlined italics, deletions are noted in strikethrough.

BID DOCUMENTS

1. Bid Due Date & Time

a. Modify the invitation to bids cover sheet as follows:

i. Tuesday Thursday April 14 16, 2026 at 2:00pm via sealed bid submission to bids@eou.edu

2. Invitation for bids Section 00 11 16 (page 1 of 4)

a. Modify Invitation for bids as follows:

i. Bids must be delivered through email in a searchable PDF format to, bids@eou.eou and must be received by 2:00 PM, Tuesday Thursday April 14 16, 2026, at which time bids shall be immediately opened;

however, the amounts of the Bids will not be publicly provided at that time.

CONTRACT DOCUMENTS

mailto:bids@eou.edu

April 7, 2026 Page 2 of 3

3. Procurement Forms & Bid Forms Section 00 40 00

a. Modify Drawing Package A Bid Form to remove the following items:

i. 8. MASONRY | (includes labor, equipment, and material required for:

Concrete Masonry Units (CMU), mortar, grout, reinforcing, flashing, and moisture controls, and other work reasonably inferable to this section).

RE: specifications section 04 20 00; as well as drawing sheet(s) A2.10 – A9.00 and S0.1 – S6.1.

ii. 9. METALS | (includes labor, equipment, and material required for:

metal tube and bar-stock stair and ramp railings, fabrication, field verification, finishes, and other work reasonably inferable to this section). RE: specifications section(s) 05 5213; as well as drawing sheet(s) LC1.00 – LC1.02, LC2.01, and LC2.03.

iii. 10. WOOD, PLASTICS, AND COMPOSITES | (includes labor, equipment, and material required for: baseball dug-outs and storage areas to related to rough carpentry, framing, sheathing, architectural casework, cabinets, shelving, finishes, fasteners, and other work reasonably inferable to this section). RE: specifications section(s) 06 10 00, 06 20 00, and 06 41 00; as well as drawing sheet(s) A2.10 – A9.00 and S0.1 – S6.1.

iv. 11. THERMAL AND MOISTURE PROTECTION | (includes labor, equipment, and material required for: surface prep, liquid or asphalt-based dampproofing, application of water repellent(s), crack treatments, protections, metal roof panels, underlayment, fiber cement siding, fasteners, trim pieces, flashings, drip edge, roof accessories, joint sealants, and other work reasonably inferable to this section). RE:

specifications section(s) 07 11 13, 07 19 00, 07 41 13, 07 46 46, 07 62 00, 07 72 00, and 07 92 00; as well as drawing sheet(s) A2.10 – A9.00, S0.1 – S0.1-S6.1, LC2.01, and LC2.03.

v. 12. OPENINGS | (includes labor, equipment, and material required for:

hollow metal doors, frames, finishes, hardware, hinges, locks, latchsets, exit devices, stops, thresholds, and other work reasonably inferable to this section). RE: specifications section(s) 08 11 13 and 08 71 00; as well as drawing sheet(s) A2.10 – A9.00.

vi. 14. SPECIALTIES | (includes labor, equipment, and material required for: fire protection specialties, extinguishers, fire resistant coatings, and other work reasonably inferable to this section). RE: specifications section(s) 10 44 00; as well as drawing sheet(s) A2.10 – A9.00.

vii. 15. EQUIPMENT | (includes labor, equipment, and material required for:

bases, pitchers’ mounds, athletic field equipment, batting cages, backstop padding, fence toppers, home plate, foul poles, windscreens, backstop netting, and other work reasonably inferable to this section).

April 7, 2026 Page 3 of 3

RE: specifications section(s) 11 68 33; as well as drawing sheet(s) LC1.00 – LC1.02, LC2.02 – LC2.08, and A2.10 – A9.00.

viii. Base bid items list has been renumbered with items above removed.

b. Supplemental Unit Price list shall be waived during the bidding process for all bidders. This list will be a requirement for the awarded contractor/bidder.

These answers supersede any discussions held prior to today, including discussions on-site, and shall be considered direction/intention of the documents.

1. Irrigation system has been designed to tie into the existing system downstream of existing double check backflow assembly and proposes the use and install of a 3” mainline.

2. Substitutions to the use of Hunter I-90 irrigation heads may be considered during the submittal process.

3. Given the open and accessible nature of the project, the necessity to use an air spade is not anticipated, but may be suggested at the contractor’s discretion.

Package A SHEET C-110

The existing contours have been updated to match other sheets. See area north of E Ave where EG was extended to include data at the football parking lot.

Package C SHEETS LC1.00, LC1.01, LC1.01.2, LC1.02

These sheets have been revised to indicate drawing scale and north arrow.

PLANS

CLARIFICATIONS

INVITATION TO BID PROPOSALS #FP-2022-09B

EOU BALLFIELD COMPLEX – PHASE 1

ISSUE DATE: FEBRUARY 26, 2026

MANDATORY MEETING & SITE VISIT: BID DUE DATE & TIME

Friday, March 13, 2026 at 10:00 AM Thursday, April 16, 2026 at 2:00 PM via sealed

Main Entrance of the Physical Plant Admin. Bldg. bid submission to bids@eou.edu One University Blvd, La Grande, OR 97850

Eastern Oregon University reserves the right to change the pre-proposal site visit requirements to non-mandatory should there be three (3) or fewer attendees.

REQUEST FOR CLARIFICATIONS OR CHANGE BID DOCUMENTS:

Must be received in writing by March 26, 2026 5:00 PM

Addenda to be issued on March 30, 2026

PROJECT NUMBER FP-2022-09B

Eastern Oregon University is seeking Bid Proposals for the Project described below pursuant to this INVITATION TO BID. By submitting a Bid, the Bidder represents that they have carefully read the terms and conditions of this Bid Proposal, including all attachments and addenda, and agrees to be bound by them.

Contract Administrator Bid Proposal Administrator John Garlitz, Director of Facilities & Planning Lowann Vanleuven, F&P Business Manager EOU Facilities & Planning Department EOU Facilities & Planning Department Phone: (541) 962-3181 Phone: (541) 962-3020 Email: jgarlitz@eou.edu Email: bids@eou.edu

It is the Bidders’ responsibility to continue to monitor the ORPU.org website for Addenda. Failure to acknowledge any Addenda in the Transmittal Letter may cause your Bid to be considered non-responsive.

EOU Policy 3.15.01 – Procurement and Contracting of Goods and Services govern this solicitation unless otherwise referenced in this or stated.

mailto:bids@eou.edu mailto:shollenbeck@eou.edu https://drive.google.com/file/d/1akshmjvmFFGfFLVbtJM0C60APpPeMdxr/view

EOU Ballfield Project – Phase 1 EOU Project Number FP-2022-09B February 26, 2026

Section 00 11 16

INVITATION FOR BIDS

INVITIATION FOR BIDS

Owner: Eastern Oregon University, La Grande, OR

Project: EOU Ballfield Complex – Phase 1

Bidders must submit Bids electronically. Hard copies will not be accepted. Bids must be delivered through email in a searchable PDF format to, bids@eou.eou and must be received by 2:00 PM, Thursday April 16, 2026, at which time bids shall be immediately opened; however, the amounts of the Bids will not be publicly provided at that time. The email subject line must include the title: “Bid Proposal: Ballfield Complex – Phase 1”. Within two working hours after the date and time designated for Bid opening, the Bidder shall submit to EOU the First Tier Subcontractors Disclosure Form through email in a searchable PDF format to bids@eou.edu. The email subject line must include the title “1st Tier Subcontractor Form: Ballfield Complex – Phase 1”. If a First Tier Subcontractors Disclosure Form is not received by 4:00 PM the Bid will be considered Non-Responsive. After the deadline for submitting the First Tier Subcontractors Disclosure Form, the responsive Bid amounts will be reviewed and publicly posted in a timely manner.

A Mandatory Pre-Bid Conference will be convened Tuesday, March 13, 2026 at 10:00 AM at the main Entrance of the Physical Plant Administration Building, One University Blvd, La Grande, OR 97850. The University reserves the right to adjust the requirements of the pre-bid conference from mandatory to non-mandatory should three (3) or fewer bidders attend the meeting.

Written requests for clarification or change of the Bid Documents (defined below), including but not limited to the form of contract, must be received by March 26, 2026 at 5:00 PM.

• Should a Bidder find discrepancies in, or omissions from the Bid Documents, or should the Bidder be in doubt as to their meaning or believe that any aspect of the Bid Documents is improvident or unlawful or which may unnecessarily restrict competition, the Bidder should at once notify EOU in the form of a request for clarification, change, or protest. Only responses issued by formal written Addenda will be binding.

• The purpose of this request for clarification, change or protest procedure is to permit EOU time to correct, prior to the submission of Bids, aspects of the Bid Documents that may be improvident or unlawful, or which may unnecessarily restrict competition. This requirement is intended to eliminate, by permitting corrections prior to the submission of Bids, the waste of resources and delay that may result from the untimely detection of errors in the Bid Documents, possible protests, and possible rejection of Bids.

• EOU will consider each request for clarification, change, or protest and amend the Bid Documents accordingly if warranted and notify by written Addenda each prospective Bidder of any change. No other explanation or interpretation will be considered official or binding. Oral and other interpretations or clarification will be without legal effect.

• Any prospective Bidder who contends that the terms and conditions of the Bid Documents, including but not limited to the Contract, or any aspect of the selection process: (i) will encourage favoritism in the award of the Contract; (ii) will substantially diminish competition; (iii) will violate any other statute, regulation, policy, or law of any kind, including but not limited to EOU Policy mailto:bids@eou.eou

February 26, 2026

Section 00 11 16

3.15.01 – Procurement and Contracting of Goods and Services; and/or (iv) are ambiguous, insufficient, or unfair for any reason must file a written protest.

• Protests must set forth the basis of the protest or request for clarification along with any proposed changes to the Bid Documents, including but not limited to the specifications or Contract terms.

Failure to file a protest by the time and date indicated above will be deemed a waiver of any claim by a Bidder that the selection process violates any of the items (i)-(iv) in Paragraph 6.5. Any protest that does not meet these requirements will not be considered.

• EOU will issue a written disposition of each such request for change or clarification and/or protest no less than three business days before Bids are due. If EOU agrees with the request or upholds the protest, in whole or in part, EOU may, in its sole discretion, issue an Addendum reflecting its disposition or take other appropriate action.

• Addenda may also be issued to modify the Bid Documents or Contract Documents as deemed advisable by EOU. EOU will post addenda, if any, on its website. It is each Bidder’s responsibility to check the website frequently for updates and addenda.

Work will generally include:

Right-of-way utility improvements along C Ave and 6th Street, site grading and utility updates, utilities for future baseball field and existing softball field with associate infrastructure materials, planting remediation, and site treatment from construction disturbance for all improvements, new site irrigation system, new baseball field improvements and associated infrastructure, softball field improvements and associated infrastructure, and site planting improvements.

Bid Procedures and Conditions, Bid Forms, Drawings, Specifications, and other Documents collectively referred to as the Bid Documents may be examined at the www.ORPU.org website. These are uncontrolled documents, and it is the sole responsibility of bidder to continue to monitor the www.ORPU.org website for Addenda. Failure to acknowledge any Addenda will be cause for being considered non-responsive.

EOU Policy 3.15.01 – Procurement and Contracting for Goods and Services govern this bid solicitation unless otherwise referenced or stated.

Each Bid must contain a statement as to whether the bidder is a resident bidder, as defined in ORS 279A.120. In determining the lowest qualified bidder, the Eastern Oregon University will, for the purpose of awarding the Contract, include a contractor proposed Bid Price, and add a percentage increase on the Bid of a nonresident bidder equal to the percentage, if any, of the preference given to that bidder in the state in which the bidder resides.

The successful Bidder will be required to furnish separate Performance and Payment Bonds submitted on the prescribed forms for faithful performance of the Contract in the full amount of the Contract price. The Surety issuing the bond must hold a certificate of authority to transact surety business in Oregon.

The Eastern Oregon University reserves the right to reject any or all Bids for good cause, or any or all Bids upon a finding of the Owner that it is in the public interest to do so, to postpone the award of the Contract for a period not to exceed thirty (30) days, and to accept that Bid which is to the best interests of the Eastern Oregon University http://www.orpu.org/ https://drive.google.com/file/d/1akshmjvmFFGfFLVbtJM0C60APpPeMdxr/view

February 26, 2026

Section 00 11 16

For information regarding this project, contact John Garlitz, Director of Facilities and Planning, Eastern Oregon University Facilities & Planning Department, phone (541) 962-3114, email jgarlitz@eou.edu .

END OF SECTION

mailto:jgarlitz@eou.edu

February 26, 2026

Section 00 11 16

THIS PAGE INTENTIONALLY LEFT BLANK

EOU Ballfield Project – Phase 1 Section 00 40 00 EOU Project Number FP-2022-09B DRAWING PACKAGE A | BID FORM February 26, 2026 Page 1 of 5

BID SCHEDULE | DRAWING PACKAGE A

Instructions to Bidders

1. Submit lump sum prices for each work scope item as listed below.

2. EOU will be determining what packages beyond A are advanced to construction based on an Institutional Determination based on Auxiliary budgets. EOU will award the bid based on the totals of packages advanced as determined by EOU.

3. Include all overhead, general conditions, and profit in each lump sum; prices must be reasonable and justifiable.

4. Bid each work scope item as financially independent, since the Owner may accept, modify, or omit one or more item(s) based on final budget availability.

5. Document, as necessary, assumptions used in calculating overhead and profit to support the lump sums.

6. Bids should allow the Owner flexibility to add or remove scope items without renegotiating overhead or profit allocation.

7. The Itemized Lump Sum Base Bid must include all labor, materials, equipment, supervision, services, overhead, profit, permits, fees, and all other costs necessary to provide a complete, fully functional, code-compliant project in strict accordance with the Contract Documents.

8. All work indicated, reasonably inferable, or required by the Contract Documents shall be included in the Base Bid, whether or not specifically itemized.

9. No additional compensation will be allowed for work required by the Contract Documents that is not separately listed in the Bid Schedule.

10. By submitting this Bid, the Bidder acknowledges they have reviewed the Contract Documents in their entirety and agree to complete all work in accordance therewith for the stated amount.

BASE BID ITEMS

ITEM ITEM DESCRIPTION QUANTITY BID PRICE

1. MOBILIZATION and BONDING 1 LS $__________

2. FEES & PERMITTING | (includes applicable fees, 1200C permit, and other work reasonably inferable to this section) 1 LS $__________

3. TRAFFIC CONTROL 1 LS $__________

4. EROSION CONTROL | (includes labor, equipment, and material required for: construction fencing, silt fencing, tree protection, and maintenance of existing erosion control BMP’s and other work reasonably inferable to this section). RE: drawing sheet(s) C-012 and C-002.

1 LS $_________

Section 00 40 00

DRAWING PACKAGE A | BID FORM

February 26, 2026 Page 2 of 5

5. DEMOLITION | (includes labor, equipment, and material required for: removal and proper disposal of existing pavements, curbs, utility abandonment fence removal, clearing and grubbing, temporary protections, hauling, cutting and patching and other work reasonably inferable to this section). RE: specifications section(s) 31 10 00 and 26 00 20; as well as drawing sheet(s) C-010, C-011, C-002, and E0.00. 1 LS $_________

6. EARTHWORK | (includes labor, equipment, and material required for: topsoil stripping and stockpile, export, import haul & place for all earthwork, trenching and backfilling, compactions, and other work reasonably inferable to this section). RE: specifications section(s) 31 00 00 and 31 23 00; as well as drawing sheet(s) C-110, C-111, C-112, and C-

113). 1 LS $_________

7. CAST IN PLACE CONCRETE | (includes labor, equipment, and material required for: curbs, walls (freestanding and retaining), footings and foundations, stairs, curb ramps, slab-on-grade, columns and associated reinforcing, joints, surface treatments, and other work reasonably inferable to this section). RE: specifications section(s) 03 30 00, 03 30 01, and per City of La Grande Public Works Department Standards and Development Code Ordinance(s); as well as drawing sheet(s) C-112, C-113, LC2.01, E1.00 and LI4.01.

1 LS $_________

8. FINISHES | (includes labor, equipment, and material required for: exterior painting, staining, finishes, high performance coatings, graffiti resistant coatings, CMU or masonry coatings, and other work reasonably inferable to this section). RE: specifications section(s) 09 91 13, 09 93 00, 09 96 23 and 09 97 23; as well as drawing sheet(s) A2.10 – A9.00 and LC2.01 –

LC2.03. 1 LS $_________

9. ELECTRICAL | (includes labor, equipment, and material required for: general provisions, medium voltage cable, building wires and cables, grounding, support devices, raceways and fittings, outlets, junction and pull boxes, overcurrent protective devices, wire connections, oil filled transformers, panelboards, (SPD) equipment, lamps, lighting fixtures, and other work reasonably inferable to this section). RE: specifications section(s)26 00 01, 26 00 20, 26 00 26, 26 00 05 13, 26 05 19, 26 05 26, 26 05 29, 26 05 33, 26 05 33.16, 26 05 53, 26 05 60, 26 05 83, 26 12 00, 26 24 17, 26 24 18, 26 27 26, 26 51 13.10, and 26 51 13.20; as well as drawing sheet(s) E0.00 – E1.00. 1 LS $_________

10. CONCRETE PAVING & FLATWORK | (includes labor, equipment, and material required for:

concrete flatwork, reinforcing, joints and sealants, expansion assemblies, base course aggregates, and other work reasonably inferable to this section). RE: specifications section(s) 32 13 13 and 32 13 73, and City of La Grande Public Works Department Standards and Development Code Ordinance(s); as well as drawing sheet(s) C-112, C-113, LC1.00, & LC2.01. 1 LS $_________

11. ASPHALT PAVING & MARKINGS | (includes labor, equipment, and material required for:

Parking and pavement markings and striping, ADA Symbols, lane and crosswalk striping, curb painting, directional arrows, hot-mix asphalt paving, aggregate base materials and compaction, leveling and surface coats, patching, and other work reasonably inferable to this section). RE: specifications section(s) 32 17 23, City of La Grande Public Works Department Standards and Development Code Ordinance(s); as well as drawing sheet(s) C-112, C-113, LC1.00, LC2.01. 1 LS $_________

Section 00 40 00

February 26, 2026 Page 3 of 5

12. CHAIN LINK FENCING AND GATES | (includes labor, equipment, and material required for:

posts, horizontal rails, mesh infill, pedestrian and vehicular gates, vinyl-coatings, finishes, fasteners, hardware, tension bars and bands, drop rods, latches, locks, slats, windscreens, field measurements, and other work reasonably inferable to this section). RE: specifications section(s) 32 31 13; as well as drawing sheet(s) LC1.00, LC2.01 1 LS $_________

13. PLANTING IRRIGATION | (includes labor, equipment, and material required for: connection to water supply, controllers, flow sensors, double-check valves, ball valves, control valves, quick-couplers, boxes, equipment components, mainline, lateral lines, heads and emitters, joints, fittings, trenching, wires, tape, sleeving, testing, as-builts, maintenance period establishment and operations, and other work reasonably inferable to this section). RE:

specifications section(s) 32 84 00 and 32 01 90; as well as drawing sheet(s) LI3.00 – LI4.01, E.00, and E1.00. 1 LS $_________

14. SOIL PREPARATION | (includes labor, equipment, and material required for: topsoil, soils testing, scarifying, amendments, tilling, fine grading, conditioning, soil depth verifications, and other work reasonably inferable to this section). RE: specifications section(s) 32 91 13; as well as drawing sheet(s) LP5.00 – LP6.01. 1 LS $_________

15. NATIVE SEEDING | (includes labor, equipment, and material required for: removal of rocks or debris, drill seeding, hydroseeding, tackifier, starter fertilizer application, maintenance period establishment, reseeding, weed control & removal, and other work reasonably inferable to this section). RE: specifications section(s) 32 01 90 and 32 92 20; as well as drawing sheet(s) LP5.00 – LP5.01 1 LS $_________

16. PLANTS | (includes labor, equipment, and material required for: supply and planting of trees, shrubs, ornamental grasses, groundcovers, perennials, tree stakes and ties, fertilizers, pit amendments, mulching, establishment period maintenance, and other work reasonably inferable to this section). RE: specifications section(s) 32 01 90 and 32 93 00; as well as drawing sheet(s) LP5.00 – LP6.01 1 LS $_________

17. UTILITY STRUCTURES | (includes labor, equipment, and material required for: placement of utility boxes, vaults, catch basins and inlets, precast structures, temporary shoring, dry wells, and other work reasonably inferable to this section). RE: specifications section(s) 33 05 16;

as well as drawing sheet(s) C-002, C-110 – C-501 1 LS $_________

18. SANITARY UTILITY SEWERAGE PIPING | (includes labor, equipment, and material required for: gravity and force mains, PVC and HDPE pipe, fittings, gaskets and joint material, bedding material, inspections, testing, and other work reasonably inferable to this section). RE: specifications section(s) 33 31 00 and La Grande Public Works Department Standards and Development Code Ordinance; as well as drawing sheet(s) C-002, C-110 – C-

501. 1 LS $_________

19. STORMWATER UTILITY DRAINAGE PIPING | (includes labor, equipment, and material required for: PVC, RCP, and/or HDPE underground rainwater piping, fittings, bedding material, connections catch basins and other structures, testing, and other work reasonably inferable to this section). RE: specifications section(s) 33 42 00; as well as drawing sheet(s)

C-002, C-110 – C-501. 1 LS $_________

20. TRENCHING OVER EXCAVATION AND STABILIZATION | (includes labor, equipment, and material required for: over excavation and stabilization of utility trenching and backfilling, compactions, trench soil stabilization, and other work reasonably inferable to this section).

Assumed to be 15% of total project trenching. 1 LS $_________

Section 00 40 00

February 26, 2026 Page 4 of 5

TOTAL BASE BID AMOUNT FOR ALL ITEMS 1-20 COMBINED (IN NUMBERS):

TOTAL BASE BID AMOUNT FOR ALL ITEMS 1-20 COMBINED (IN WORDS):

NOTE: It is the intent of the University to award the bid to the lowest responsive bidder who submits the lowest dollar bid for all the Base Bid bid-items 1-27 combined. In the event that the University determines that it will award any of the Bid Alternate Bid Items from this bid, then the lowest responsive bidder shall be considered that bidder who has submitted the lowest dollar bid for all the Base Bid Items and for any of the selected Bid Alternate Items combined. Award of all and/or any of the Alternate Bid Items is at the sole option of the City as deemed in its best interest. All of the listed Base Bid and Bid Alternates are ADD alternates.

BID ALTERNATES

ITEM ITEM DESCRIPTION QUANTITY BID PRICE

A1 New Oil Filled Transformer 1 LS $__________

Base Bid- Readily available Oil-Filled Transformer meeting Specification Section 26 12 00 (additional pre-approved manufacturers/suppliers/etc.). Requires added testing, and demonstration period. See Alternates Specification Section 01 63 00. Indicate lead-time______*

Alternate Bid- New Oil-Filled Transformer per fewer listed new manufacturers (or approved) in Specification Section 26 12 00. See Alternates Specification Section 01 63 00. Indicate lead-time_____*

*Lead-time is not part of Contractor Award selection, will be used to determine if Owner elects to extend Substantial Completion and/or selection of Alternate; however, Owner may select Alternate at bid time leading to a difference in apparent low bidder.

For Specification Section 01 63 00 Alternate Description (Bid Package A). Base Bid to include readily available Oil-Filled Transformer. For the purposes of this Alternate readily available means furnished and installed prior to bid Substantial Completion. Base Bid allows for used, tested, in-stock unit, not exceeding 15 years in age (from install date) with warranty not less than specified. Base Bid allows for refurbished Oil Filled Transformer with warranty not less than specified. Requires performance demonstration period, and after on-site operational 3rd party oil testing. Refer to Specification Section 26 12 00 for approved base bid Oil-Filled Transformer suppliers/re-manufacturers, and additional requirements. Oil-Filled Transformer (used in-stock, and/or refurbished) shall meet requirements of Section 26 12 00.

Alternate Bid to include newly manufactured Oil-Filled Transformer (not used, not refurbished) as described in Specification Section 26 12 00. Alternate deletes performance demonstration period, and after operation on-site 3rd Party oil testing (factory testing still required). Base Bid and Alternate bids include same Warranty requirements.

Section 00 40 00

February 26, 2026 Page 5 of 5

NOTE: The above Lump Sum (LS) amount for the Bid Alternate A1 must be inclusive of all labor, materials, equipment, permits, transportation and everything else that is necessary to complete the project as specified in the Invitation for Bid documents.

Section 00 40 00

LIMIT OF W

ORK

LIMIT OF WORK

LIMIT OF WORK

EXISTING GRAVEL

ACCESS ROAD TO REMAIN

T

POWER

PANEL

28202821

302831

28332834

283028312832

302831

STUB PKG A TO B BB MID

N: 610189.29 E: 8821431.78

FG:2819.66

INV: 2818.93 8" (NE)

28272828

28332834

1.5%

1.5

STUB PKG A TO C

N: 610373.39 E: 8821158.56

FG:2821.01

INV: 2820.11 10" (NE)

EG 2826.35

98 LF 8" PVC @ 1.00%

81 LF 8" PVC @ 1.00%

113 LF 8" PVC @ 0.55%

299 LF 8" PVC @ 2.26%

27 LF 6" PVC @ 1.20%

35 LF 8" PVC @ 0.50%

20 LF 6" PVC @ 2.00%

180 LF 8" PVC @ 0.75%

65 LF 10" PVC @ 3.00%

7 LF 8" PVC @ 1.00%

SD3

SD11

SD9

SD5 SD4

SD4

SD4

SD4

SD4

SD1

MATCH EXISTING

PATH EOP/EG

SD10

SD12

SD1

SD4

SD4

SD4

SD4

SD4SD1

SD1

G3

G3

G3

SD4

SD2 SD1

SEE SHEET

C-112

10'

G4G4

G4

6:

SD13

1.

5%

154 LF 15" PVC @ 2.51%

FG 2829.46

FG 2829.21

FG 2829.03

FG 2827.95

FG 2828.07

FG 2826.83

FG 2826.54

FG 2825.26

FG 2825.16

FG 2826.28

FG 2829.30

FG 2832.63

FG 2832.90

FG 2833.91

FG 2833.91

FG 2834.80 FG 2834.30

BASEBALL INFIELD

2825.00

FG 2826.55

FG 2825.14 FG 2824.86 FG 2824.16

FG 2828.00

FG 2829.60

FG 2829.42

FG 2830.85

FG 2828.28 FG 2825.00

FG 2824.38

FG 2823.46

FG 2825.00

FG 2828.14

FG 2827.84

FG 2828.03

FG 2828.00

FG 2827.91

FG 2827.99

FG 2827.92

FG 2828.70

FG 2824.98

FG 2824.94

EG 2821.06±

EG 2822.40±

FG 2825.43

FG 2827.79

FG 2827.98

FG 2826.24

FG 2826.51

FG 2827.73

FG 2827.96

FG 2826.78

FG 2825.55

FG 2825.00

FG 2826.51

FG 2825.00

FG 2828.70

FG 2828.00

FG 2826.03

FG 2826.38

FG 2827.10

FG 2825.25

FG 2824.86

FG 2823.36FG 2823.38

FG 2822.65

FG 2822.59

FG 2828.05

FG 2832.64

FG 2828.00

35 LF 8" PVC @ 0.50%

37 LF 8" PVC @ 0.50%

36 LF 8" PVC @ 0.50%

37 LF 8" PVC @ 0.50%

FG 2828.00

FG 2831.37

FG 2831.19

FG 2832.37

FG 2830.98

FUTURE FFE

FG: 2832.00

FG 2831.48

FG 2831.35

FG 2831.55

FG 2831.68

FG 2830.52

FG 2830.09

FG 2828.35

FG 2827.91

FG 2828.00

FG 2829.00

FG 2831.42

FG 2830.90

FG 2830.49

FG 2830.99

FG 2828.00 BASEBALL INFIELD

2825.00

FG 2831.37FG 2832.37

FG 2827.91

FG 2828.00

FG 2827.91

FG 2827.71

FG 2831.33

FG 2828.00

FG 2827.92

FG 2828.00

FG 2828.00

FG 2828.00

FG 2830.80

FG 2831.68

FG 2832.33

FG 2832.30

SD6

SD8

SD4

SD4

SD4

SD4

SD7

G3

G3 sheet number consultant engineer'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

Kennewick, WA 99337 3611 S. Zintel Way

J-U-B ENGINEERS, INC.

www.jub.com Phone: 509.783.2144

J-U-B ENGINEERS, INC.

N

0 30 60

SCALE IN FEET

C-110

MATCH EXISTING

PATH EOP

EXISTING GROUND

CONTOURS, TYP.

PROPOSED

FINISHED

GROUND

CONTOURS, TYP.

GRADING AND DRAINAGE

PLAN - A WEST

GRADING

MATCH EXISTING

GRADE BREAK

CONSTRUCT TEMPORARY 4:1 SLOPE AT FUTURE

STAIRS, STRUCTURES, AND RETAINING WALLS

(PACKAGE B IMPROVEMENTS), IF NOT

CONSTRUCTED CONCURRENTLY

EXISTING 12" WATER MAINS TO BE RELOCATED BY

CITY OF LA GRANDE PUBLIC WORKS (SEE DEMO

PLAN). RETAIN AND PROTECT IN PLACE

(INCLUDING ANY VALVES, FITTINGS, THRUST

BLOCKS, ETC.) UNTIL RELOCATED. LOCATION

SHOWN IS APPROXIMATE. MAY EXIST DURING

GRADING. STOP STORM DRAIN 10' FROM ACTUAL

LOCATION, TYP.

STORM DRAIN

CAP STUB AND MARK FOR FUTURE CONNECTION

IN PACKAGES B AND C IF NOT CONSTRUCTED

CONCURRENTLY.

SD MANHOLE WITH SOLID LID

N: 610252.45 E: 8821218.21

RIM:2825.63

INV IN: 2820.86 8" (S)

INV IN: 2820.86 8" (E)

INV OUT: 2820.66 8" (N)

SD MANHOLE WITH SOLID LID

N: 610427.64 E: 8821194.29

RIM: 2824.77

INV IN: (S) 2818.67 8"

INV IN: (SW) 2818.16 10"

INV OUT: (NE) 2817.96 10"

PVC STORM DRAIN PIPE. DIAMETER, LENGTH,

SLOPE PER PLAN

18" NYLOPLAST DRAIN BASIN

WITH PEDESTRIAN GRATE

N: 610048.22 E: 8821211.44

RIM: 2827.88

INV OUT: (S) 2825.38 8"

18" NYLOPLAST DRAIN BASIN

WITH PEDESTRIAN GRATE

N: 610013.48 E: 8821204.18

RIM: 2827.88

INV IN: (N) 2825.20 8"

INV OUT: (SE) 2825.10 8"

18" NYLOPLAST DRAIN BASIN

WITH PEDESTRIAN GRATE

N: 609987.58 E: 8821230.08

RIM:2827.88

INV IN: (NW) 2824.92 8"

INV OUT: (SE) 2824.82 8"

18" NYLOPLAST DRAIN BASIN

WITH PEDESTRIAN GRATE

N: 609961.69 E: 8821255.97

RIM: 2827.88

INV IN: (NW) 2824.64 8"

INV OUT: (E) 2824.54 8"

SD CATCH BASIN

N: 610141.21 E: 8821200.06

RIM: 2827.00

INV IN: (SE) 2821.68 6"

INV OUT: (N) 2821.48 8"

SD MANHOLE WITH SOLID LID

N: 609946.29 E: 8821317.13

RIM: 2827.63

INV IN: (NW) 2822.21 8"

INV IN: (N) 2822.11 6"

INV OUT: (E) 2822.01 8"

SD CATCH BASIN

N: 610333.18 E: 8821221.97

RIM: 2823.00

INV IN: (S) 2819.85 8"

INV OUT: (N) 2819.65 8"

18" NYLOPLAST DRAIN BASIN

WITH PEDESTRIAN GRATE

N: 609969.12 E: 8821291.50

RIM: 2827.88

INV IN: (W) 2824.36 8"

INV OUT: (SE) 2824.26 8"

SD MANHOLE WITH GRATED LID

N: 610429.36 E: 8821412.36

RIM: 2819.88

INV IN: (W) 2811.63 15"

INV OUT: (E) 2811.43 15"

G1

G2

G3

G4

SD1

SD2

SD3

SD4

SD5

SD6

SD7

SD8

SD9

SD10

SD11

SD12

SD13

SCALE:A BASEBALL DETAIL

1" = 10'

NOTES:

1. SEE LANDSCAPE CONSTRUCTION PLANS (LC

SHEETS) FOR SITE LAYOUT, PAVING

SECTIONS, AND DIMENSIONS, TYP.

C-500

C-500

C-500

C-500

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C -1

C-500

C-500

C-500

C-500

C-500

A

PACKAGE A EARTHWORK QUANTITIES

NEAT-LINE (NO SHRINK/SWELL FACTORS OR STRIPPING APPLIED)

VOLUMES CALCULATED FROM EXISTING GRADE TO FINISHED GRADE.

FOR PERMITTING PURPOSES ONLY. CONTRACTOR TO INDEPENDENTLY

CALCULATE FOR BIDDING AND CONSTRUCTION PURPOSES.

CUT 20,776 CY

FILL 21,702 CY

NET 926 CY IMPORT

FROM PACKAGE B & C TO MT. WELCH GRADING

C-500

C-500

SEE SHEET

C-112

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES

Call before you dig.

Know what's below.

R

1 4/6/26 EG CONTOURS01 2026.04.07 ADDENDA

NO. 2

DEC

CON

DEC

CON

DEC

CON

CON

CON

CON

CON

CON

CON

CON

CON

CONCON

CON

CON

CON

CON

DECDEC

DEC

DEC

DEC

DEC

DEC

DEC

CON

DEC DEC DEC DEC DEC DEC DEC DEC

DEC

DEC

DEC

DEC

CON

CON

CON

DEC

DEC

DEC

DEC DEC

DEC

DECCON

CL

T

DEC

F

CL

LIM

IT

O F

W

OR

K

LIMIT OF WORK

TRACK

FOOTBALL FIELD

MOUNT WELCH

THROWING CIRCLE

JAVELIN RUNWAY

T

EXISTING TRACK

SHED TO REMAIN

EXISTING GRAVEL

ACCESS ROAD TO REMAIN

F

6TH

S

TR

E

E T

C A V E N U E

E A V E N U E

REFER TO BID PACKAGE 'B' FOR

BASEBALL FIELD IMPROVEMENTS

PA

PA

PA

PA

PA

PA

PA

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

S

ZA

BO

L an d sc ap e

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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

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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

R

E G I S T E R E

D

L A

N D

S

C A P E A R C H

I T E

C T

LC1.01

25' 50' 100'0

SCALE:1"=50'-0"

OVERALL LANDSCAPE

CONSTRUCTION PLAN

LC1.0001

01 2026.04.07 ADDENDA

NO. 2

AutoCAD SHX Text J

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

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

A

VEHICULAR CONCRETE PAVING

COLOR: NATURAL GRAY

FINISH: LT. BROOM

SEALER: PROSOCO SALTGUARD

2 / LC2.01 32 13 13

E

8 / LC2.01 -

B

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

4 / LC2.02 32 18 13

C

D

DEC

CON

DEC

CON

DEC

CON

CON

CON

CON

CON

CON

CON

CON

CON

CONCON

CON

CON

CON

CON

DECDEC

DEC

DEC

DEC

DEC

DEC

DEC

CON

DEC DEC DEC

DEC DEC DEC DEC DEC

DEC

DEC

DEC

DEC

CON

CON

CON

DEC

DEC

DEC

DEC DEC

DEC

DEC

CON

CL

T

DEC

F

T

T

T

T

T

CL

T

T

F

DEC

CON

DEC

CON

CON

CON

CON

CON

CON

CON

CON

CON

CONCON

CON

CON

CON

CON

DECDEC

DEC

DEC

DEC

DEC

DEC

DEC

DEC

T

T

T

T

T

T

LIMIT OF WORK

LIM

IT

O F

W

OR

K

LIMIT OF WORK

LIM

IT

O F

W

OR

K

T

F

D

PA

PA

PA

PA

PA

D

A

C

E

B

D

PA

PA

PA

PA

PA

PA

EX. BLEACHERS TO REMAIN

EX. CONCRETE TO REMAIN

A

EXISTING

FENCEOUTFIELD

FENCE

OUTFIELD

FENCE

EX

IS

TI

NG

FE

NC

E

STRIPING PER LC1.01.2

TYP. OF (3)

TYP. OF (2)

TYP. OF (2)

6TH

S

TR

E

E T

PA

A

1523 23

D

D

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

PA

SIMILAR

SYMBOL DESCRIPTION

POINT OF ORIGIN

PAVINGPAV.

JOINTSJTS.

TYPICALTYP. EQUALEQ.

3 & 4 / LC2.01 32 13 13

S

ZA

BO

L an d sc ap e

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

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Pl ot te d

/1

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P

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

R

E G I S T E R E

D

L A

N D

S

C A P E A R C H

I T E

C T

10' 20' 40'0

SCALE:1"=20'-0"

SOFTBALL FIELD

LANDSCAPE

CONSTRUCTION PLAN

LC1.01

LC1.01

01 2026.04.07 ADDENDA

NO. 2

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

T

T

CL

F

D

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

3'-0"

15'-0"

3'-0"

30'-0"

43' -0"

60'-0"

60'-0"

60'-0"

60'-0"

R2'-6"

R2'-6"

'-0"

PA

PA

D

E

D

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

CON

CON

CON

CON

CON

CON

CON

CON

CONCON

CON

CON

CON

CON

DECDEC

DEC

DEC

DEC

DEC

DEC

DEC

CON

DEC DEC DEC

DEC DEC DEC DEC DEC

DEC

DEC

DEC

DEC

CON

CON

CON

DEC

DEC

DEC

DEC DEC

DEC

DEC

CON

CL

T

DEC

F

T

T

T

T

T

CL

T

T

F

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

A

VEHICULAR CONCRETE PAVING

COLOR: NATURAL GRAY

FINISH: LT. BROOM

SEALER: PROSOCO SALTGUARD

2 / LC2.01 32 13 13

E

8 / LC2.01 -

B

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

4 / LC2.02 32 18 13

C

D

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

PA

SIMILAR

SYMBOL DESCRIPTION

POINT OF ORIGIN

PAVINGPAV.

JOINTSJTS.

TYPICALTYP. EQUALEQ.

3 & 4 / LC2.01 32 13 13

S

ZA

BO

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

/1

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P

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

R

E G I S T E R E

D

L A

N D

S

C A P E A R C H

I T E

C T

5' 10' 20'0

SCALE:1"=10'-0"

SOFTBALL FIELD

LANDSCAPE STRIPING

ENLARGEMENT PLAN

LC1.01.2

LC1.01.2

01 2026.04.07 ADDENDA

NO. 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

DEC

CON

CON

CON

CON

CON

CON

CON

CON

CON

CONCON

CON

CON

CON

CON

DECDEC

DEC

DEC

DEC

DEC

DEC

DEC

DEC DEC DEC

DEC

DEC

F

30'-0"

62'-6"

30'-0"

62'-6" 30'-0"

30'-0"

83'-1"

82'-0"

BULLPEN FENCING

BULLPEN FENCING

OUTFIELD FENCING

37'-6"

285'-4"

PERIMETER FENCING

PERIMETER FENCING

35'-5"

PERIMETER FENCING1

234'-7"

PERIMETER FENCING1

10'-2"

279'-11"

6TH

S

TR

E

E T

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.

S

ZA

BO

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

/1

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:3 6:

P

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

R

E G I S T E R E

D

L A

N D

S

C A P E A R C H

I T E

C T

15' 30' 60'0

SCALE:1"=30'-0"

SOFTBALL FIELD

LANDSCAPE FENCING

PLAN

LC1.0201

01 2026.04.07 ADDENDA

NO. 2

AutoCAD SHX Text J

AutoCAD SHX Text James M. Szabo

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

AutoCAD SHX Text 02.24.2014

Project: EOU Ballfield Complex