ITB FP-2022-09 EOU Ballfields PH1_Bid Pkg A Plans.pdf
PDF 36 MB Posted
- Attached to
- ITB FP-2022-09B EOU Ballfield Complex-Phase 1
- Solicitation number
- S-580100-00016144
- Issued by
- Umatilla County, Oregon
About this file
This is a bid package document for the Eastern Oregon University (EOU) Ballfield Complex Phase 1 renovation project, prepared by Szabo Landscape Architecture and supporting design consultants including SAJ Architecture, J-U-B Engineers, Fluent Engineering, and Walker Structural Engineering. Bid Package A encompasses site grading, utilities, and non-conforming improvements located at E Avenue in La Grande, Oregon 97850. The project involves demolition, grading and drainage planning, utility installation, landscape construction, irrigation systems, and planting across a gross project site area of 809,697 square feet. Key improvements include paving of Avenue E with code-compliant curb and parking facilities, extension of an accessible pedestrian sidewalk connecting the existing football stadium parking lot to the proposed ballfield complex entry, and relocation of an existing water main to the public right-of-way. The preliminary total project cost is estimated at $8,029,712, with non-conforming improvements representing approximately 8.1% ($650,215) of total costs. The project requires 254,600 square feet of irrigated prairie native seed mix, 92,605 square feet of non-irrigated native erosion control seed mix, 145,016 square feet of drill-seeded native mix, tree plantings including four Crimson Spire Oaks and various understory species, and installation of 6-foot chainlink perimeter fencing with entry gates and accessibility features.
The bid set documentation, dated February 26, 2026, includes comprehensive construction plans with detailed specifications for landscape construction, irrigation infrastructure, and planting protocols. The irrigation system requires a minimum static pressure of 50.3 PSI and minimum flow of 41 GPM at the point of connection, with existing site pressure confirmed at 85 PSI. All landscaping must achieve a minimum of 50 percent live plant coverage at occupancy to comply with City of La Grande Development Code. The project owner is John Garlitz with EOU's Facilities & Planning Department, and the landscape architect is Szabo Landscape Architecture, LLC. Funding sources and bidding procedures are referenced within supporting civil, architectural, structural, and electrical design documents included in the bid package. Seeding operations are restricted to April through October to ensure proper establishment, with July and August applications requiring additional warranty provisions.
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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
2308.02
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
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C A P E A R C H
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COVER SHEET
LCS0.00
OVERALL SITE PLAN
EOU BALLFIELD COMPLEX RENOVATION
PHASE 1 BID PACKAGE A: SITE GRADING & UTILITIES
E AVENUE, LA GRANDE, OREGON 97850
VICINITY MAP
NOT TO SCALE
SITE
SHEET INDEX
SHEET DESCRIPTION
PROJECT DIRECTORY
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
LCS0.00 COVER SHEET
CIVIL
C-001 CIVIL COVER SHEET
C-002 NOTES & LEGEND
C-010 DEMOLITION PLAN - A WEST
C-011 DEMOLITION PLAN - A EAST
C-012 TEMPORARY EROSION & SEDIMENT CONTROL PLAN
C-110 GRADING & DRAINAGE PLAN - A WEST
C-111 GRADING & DRAINAGE PLAN - A EAST
C-112 E AVENUE AND SIDEWALK PLAN
C-113 E AVENUE AND SIDEWALK SECTIONS
C-120 UTILITY PLAN
C-500 DETAILS
C-501 CITY STD DETAILS
LANDSCAPE
LC1.00 NON-CONFORMING IMPROVEMENTS PLAN
LC2.01 LANDSCAPE CONSTRUCTION DETAILS
LI3.00 OVERALL LANDSCAPE IRRIGATION PLAN
LI3.01 RIGHT OF WAY LANDSCAPE IRRIGATION PLAN
LI4.01 LANDSCAPE IRRIGATION DETAILS
LP5.00 OVERALL LANDSCAPE PLANTING PLAN
LP5.01 LANDSCAPE PLANTING PLAN
LP6.01 LANDSCAPE PLANTING DETAILS
NOT TO SCALE1
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
ELECTRICAL
E0.00 ELECTRICAL LEGENDS, SITE PLAN, & SCHEDULES
E1.00 ELECTRICAL DETAILS
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
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TRACK
FOOTBALL FIELD
THROWING CIRCLE
JAVELIN RUNWAY
LIMIT OF WORK
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IT OF W
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LIMIT OF W
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LIMIT OF W
ORK
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LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
EXISTING TRACK
SHED TO REMAIN
EXISTING GRAVEL
ACCESS ROAD TO REMAIN
PROPOSED ASPHALT PAVING &
CONCRETE CURB, PER CIVIL PLANS
RIGHT-OF-WAY PLANTING
E AVENUE
EXISTING SOFTBALL FIELD
A
SEE ENLARGEMENT, BOTTOM OF THIS SHEET
PROPOSED FENCING TO CONNECT
TO EXISTING SLIDING GATE, VERIFY
LOCATION IN FIELD.
PA
PA
PA
PA
B B
PEDESTRIAN CONCRETE PAVING
NATURAL GRAY COLOR
FINISH: MEDIUM ETCH
PAVING LEGEND
SPEC. SECTIONSYMBOL DESCRIPTION DETAIL
JOINT LEGEND
SYMBOL DESCRIPTION
TOOLED CONTROL JOINT
DETAIL SPEC. SECTION
PER CITY
STANDARDS
PER CITY STANDARDS 32 13 13
EXPANSION JOINT
PLAN NOTES
TRUNCATED DOMES
3 / LC2.01 -
PER CITY
STANDARDS
32 13 13
CONSTRUCTION KEYTAGS
SYMBOL DESCRIPTION DETAIL SPEC. SECTION
CRUSHED GRAVEL
COLOR: GRAY
SIZE: 1/4" CLEAN
B
A
C
ASSUMED TOTAL PROJECT COST BREAKDOWN:
BASEBALL: $2,186,218
SOFTBALL: $997,355
SITEWORK: $4,846,139
TOTAL PROJECT COST: $8,029,712 X 10% = $802,971
PROPOSED OFF-SITE AVENUE E IMPROVEMENTS:
ASPHALT: 16,580 SF (NOT INCLUDING EXTRA PARKING STALLS) *$6,50 = $107,770
CURB: 1,007 LF * $26.50 = $26,686
PEDESTRIAN CONCRETE PAVING 6,066 SF * $11.50 = $69,759
TOTAL: $204,215
PROPOSED WATER MAIN LOCATION $446,000
TOTAL NON-COMPLIANCE IMPROVEMENTS COST $650,215 / $8,029,712 = 8.1%
NOTE: TOTAL PROJECT COST WAS DETERMINED BY PRELIMINARY COST ESTIMATE.
ACTUAL PROJECT COSTS ARE UNKOWN. DETAILED PROJECT COST CAN BE PROVIDED
AFTER PLANS HAVE BEEN BID. ADDITIONAL EXHIBITS WILL BE RESUBMITTED TO THE
CITY OF LA GRANDE AS NECESSARY TO SHOW CONFORMANCE.
1. OFF-SITE NON-CONFORMING IMPROVEMENTS SHALL INCLUDE THE FOLLOWING:
A. THE PAVING OF AVENUE E INCLUDING CODE COMPLIANT CURB, ONE ADA AND (11)
STANDARD PARKING STALLS, STORMWATER CONVEYANCE, AND REQUIRED PARKING
LOT LANDSCAPING;
B. EXTENDING AN ACCESSIBLE PEDESTRIAN SIDEWALK CONNECTING THE EXISTING
FOOTBALL STADIUM PARKING LOT, AND PROPOSED BALLFIELD COMPLEX ENTRY;
C. EXISTING WATER MAIN RELOCATION TO PUBLIC RIGHT OF WAY.
2. ALL NON-CONFORMING IMPROVEMENTS DESCRIBED ABOVE ARE INTENDED TO
PROVIDE COMPLIANCE FOR THE ENTIRETY OF THE BALLFIELD RENOVATION SITE
PROJECT, AS DETAILED IN BID PACKAGES 'A', 'B', AND 'C'.
VEHICULAR ASPHALT PAVING PER CIVIL -D
1 / LC2.01PERIMETER FENCING 32 31 13
ENTRY GATE 2 / LC2.01 32 31 13
PER CITY STANDARDS
DEC
PARKING LOT
LANDSCAPE; SEE
LP5.00 FOR SPECIES
AND QUANTITIES
E AVENUE
13'-6"
20'-0", TYP.
9'-0", TYP.
21'-5"
10'-0" ADA
STALL WIDTH
6'-0" ADA
ACCESS AISLE
32'-0"
6"
6'-0"
49'-0" R.
CLEAR VISION
TRIANGLE, TYP.
A
A
C
A D
D
PA
PAPA
PA
PA
PROPOSED FENCING TO
BEGIN WITH VEHICULAR
ACCESS GATES AT
EXISTING GRAVEL PATH
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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
2308.02
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
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0 25' 50' 100'
SCALE: 1" = 50'-0"
NON-COMFORMING
IMPROVEMENTS PLAN
LC1.00
0 10' 20' 40'
SCALE: 1" = 20'-0"
1 E AVENUE ENLARGEMENT
AutoCAD SHX Text J
AutoCAD SHX Text James M. Szabo
AutoCAD SHX Text
OREGON
AutoCAD SHX Text
AutoCAD SHX Text 02.24.2014
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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
2308.02
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
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C A P E A R C H
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LANDSCAPE
CONSTRUCTION DETAILS
LC2.01
ACCESSIBLE PARKING STALL(S)
SCALE: 1/4" = 1'-0"
2% MAX.
SLOPE
2% M
AX
SL
OP
E
NO
PARKING
6'-0"9'-0" MIN.
LC2.01
RAISED CONCRETE
CURB PER CIVIL
STRIPING PER PLANS
ACCESS AISLE SERVING
ACCESSIBLE PARKING STALL FULL
LENGTH OF PARKING STALL
INTERNATIONAL SYMBOL OF ACCESSIBILITY
ACCESSIBLE CURB RAMP PER CIVIL
DISABLED PARKING SIGN
PEDESTRIAN CONCRETE
PAVING PER CITY STANDARDS
6' MIN. AT TYP. ACCESSIBLE PARKING
STALL. 8' MIN. AT VAN ACCESSIBLE
PARKING STALL (2% MAX. GRADIENT)
12" HIGH WHITE LETTERING
2'-0"
PA
PRECAST
CONCRETE WHEELSTOP
2'- 0"
FLUSH CURB @ TRUNCATED DOMES
LC2.01
TRUNCATED DOMES PER CITY STANDARDS
DISABLED PARKING SIGN
SCALE: 1 1/2"= 1'-0"
PARKING
ONLY
SIGN DETAIL
1'-6"
2'- 6"
2"
LE
TT
ER
IN
G
SH
AL
L B E
1" H
IG
H
ACCESSIBLE
VAN
PARKING
ONLY
2" 9'-
0"
4'- 0"
2'- 0"
NOTE: REFER TO SIGNAGE PROGRAM FOR
FINAL DESIGN, LAYOUT, AND CONSTRUCTION.
SEE SIGN DETAIL
2.5" DIA. GALVANIZED
STEEL POST W/ CAP
SLOPE TO 1/4" ABOVE
GRADE
10" Ø CONCRETE
FOOTING
NOTE: INSTALL
ADA-COMPLIANT SIGNS
AND PAVEMENT
MARKINGS. SPECIFY
DISABLED PARKING SIGN
OR20-6B, WITH "VAN
ACCESSIBLE" SIGN PER
OR20-6D. PER PLANS
GRAVEL PATH
SCALE: 1 1/2"= 1'-0"
3" THK. MATERIAL PER PLAN
2" THK. LAYER OF 3/4" MINUS
CRUSHED AGGREGATE BASE COURSE
PRE-EMERGENT HERBICIDE
COMPACTED SUBGRADE
TO 95% COMPACTION
NOTES:
1. GEOTEXTILE FABRIC SHALL TURN UP AT SIDES
TO COVER AGGREGATE BASE MATERIAL 6" MIN.
NON-WOVEN GEOTEXTILE FABRIC
6' HT. CHAINLINK PERIMETER FENCING
SCALE: 1/2"= 1'-0"
EVENLY SPACED, 8'-0" O.C. MAX.
6"
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.
ENTRY GATES
SCALE: 1/2"= 1'-0"
10'-0" O.C.
6'- 0"
ELEVATION
PLAN
PERIMETER
FENCING
CONCRETE FOOTING 1
LC2.01
PERIMETER
FENCINGGATE FRAME
LC2.01
NOTES:
1. BOTTOM RAIL TO BE 2" FROM FINISH SURFACE, FENCE MESH BOTTOM EDGE TO BE 1" FROM FINISH GRADE.
2. ALL FENCING MATERIAL 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. 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.
1 3/4" (9 GAUGE) CHAIN-
LINK MESH FABRIC, TYP.
TENSION BAND AT 24"
O.C., TYP.
TENSION BAR AT EACH
SIDE OF EACH GATE, TYP.
3 1/2" O.D. TERMINAL
POST
1 5/8" GATE FRAME
KNUCKLED SELVAGE -TOP
AND BOTTOM
10'-0" O.C.
6 PRECAST CONCRETE WHEELSTOP
SCALE: NTS
SECTION A6'-0" MINIMUM
A
6"
1'-0"
1'-0"
2"
AXONOMETRIC
7-5/8" 3"
2-3/16"
1/8"
2-3/16"
1/8"
3/4" DIA. HOLE
NOTES:
1. CONCRETE SHALL BE 5,000 PSI.
2. DOWEL INTO PAVEMENT WITH 24" #4 REBAR.
3. EPOXY BUMPER STOP IN PLACE.
(2) #4 GRADE 60
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
AutoCAD SHX Text UNAUTHORIZED VEHICLES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENCE PLATES ISSUED FOR DISABLED PERSONS WILL BE TOWED AWAY AT OWNERS EXPENSE
AutoCAD SHX Text TOWED VEHICLES MAY BE RECLAIMED AT ____________________ BY TELEPHONING __________
AutoCAD SHX Text Veh. Code 22511.8(d)
AutoCAD SHX Text UNAUTHORIZED VEHICLES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENCE PLATES ISSUED FOR DISABLED PERSONS WILL BE TOWED AWAY AT OWNERS EXPENSE
AutoCAD SHX Text Veh. Code 22511.8(d)
TOWED VEHICLES MAY BE RECLAIMED AT ____________________ BY TELEPHONING __________
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PIPE SLEEVING, PER
FUTURE DEVELOPMENT.
PEDESTAL CONTOLLER,
CONFIRM LOCATION W/ OWNER
LIMIT OF WORK
POC
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E AVENUE
6T H
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ENLARGEMENT - SEE 2 / LI3.01
ENLARGEMENT - SEE 1 / LI3.01
LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK
LIM
IT
O F
W
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LIM
IT OF WORK
IRRIGATION POINT OF
CONNECTION DIAGRAM.
RE: EXISTING PHOTO
DIAGRAMS ON LI3.00
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
MV
C
FS
POC
IRRIGATION SCHEDULEIRRIGATION NOTES
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. 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.
C. CONTRACTOR TO INSTALL BLOWOUT VALVE IN THE SYSTEM FOR WINTERIZATION PER DETAIL 8 / LI2.01.
D. CONTRACTOR TO COORDINATE POWER TO IRRIGATION CONTROLLER WITH ELECTRICAL CONTRACTOR.
E. ALL IRRIGATION EQUIPMENT, LATERALS, MAINLINE AND SPRAY HEADS SHALL BE INSTALLED PER STANDARDS AND SPECIFICATIONS UNLESS
OTHERWISE NOTED.
F. CONTRACTOR TO PROVIDE MAINLINE STUBS FOR FUTURE EXPANSION WHERE INDICATED. PLACE PIPE SLEEVING AS INDICATED ON PACKAGE A, B, AND
C OVERALL IRRIGATION PLANS.
IRRIGATION NOTES
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
SIZE AS NOTES
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.
VALVE NUMBER
VALVE FLOW
VALVE SIZE
VALVE CALLOUT
VALVE BODY#
PROGRAM BODY HEIGHT .
1= TURF 4 = 4" POP-UP
2 = SHRUBS 6 = 6" POP UP
3 = REVEG 12 = 12" POP-UP
4 = TREES B = BUBBLER
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
IRRIGATION SCHEDULEIRRIGATION NOTES
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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
2308.02
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
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SOFTBALL FIELD -
PACKAGE C
OVERALL LANDSCAPE
IRRIGATION PLAN
LI3.00
BASEBALL FIELD -
PACKAGE B
25' 50' 100'0
SCALE:1"=50'-0"
EXISTING CITY
WATER METER
EXISTING 8"-TO-6"
TRANSITION VAULT
EXISTING 4" DOUBLE
CHECK BACKFLOW
ASSEMBLY
PROPOSED POINT
OF CONNECTION
ASSEMBLY PER PLAN
PROPOSED POINT OF
CONNECTION ASSEMBLY
PER PLAN
1 EXISTING INFRASTRUCTURE @ POC
2 EXISTING DCVA
AutoCAD SHX Text J
MULTICORELINK:2308.02 Irrigation Plan-LI3.01 RIGHT OF WAY LANDSCAPE IRRIGATION PLAN MULTICORELINK:2308.02 Irrigation Plan-LI3.01 RIGHT OF WAY LANDSCAPE IRRIGATION PLAN MULTICORELINK:2308.02 Irrigation Plan-LI3.01 RIGHT OF WAY LANDSCAPE IRRIGATION PLAN MULTICORELINK:2308.02 Irrigation Plan-LI3.01 RIGHT OF WAY LANDSCAPE IRRIGATION PLAN AutoCAD SHX Text James M. Szabo
AutoCAD SHX Text
OREGON
AutoCAD SHX Text
AutoCAD SHX Text 02.24.2014
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6TH STREET
111"
B6T H
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LIMIT OF WORK
4"
4"
1"
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
SIZE AS NOTES
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.
MV
C
FS
POC
VALVE NUMBER
VALVE FLOW
VALVE SIZE
VALVE CALLOUT
VALVE BODY#
IRRIGATION SCHEDULEIRRIGATION NOTES
PROGRAM BODY HEIGHT .
1= TURF 4 = 4" POP-UP
2 = SHRUBS 6 = 6" POP UP
3 = REVEG 12 = 12" POP-UP
4 = TREES B = BUBBLER
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. 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.
C. CONTRACTOR TO INSTALL BLOWOUT VALVE IN THE SYSTEM FOR WINTERIZATION PER DETAIL 8 / LI2.01.
D. CONTRACTOR TO COORDINATE POWER TO IRRIGATION CONTROLLER WITH ELECTRICAL CONTRACTOR.
E. ALL IRRIGATION EQUIPMENT, LATERALS, MAINLINE AND SPRAY HEADS SHALL BE INSTALLED PER STANDARDS AND SPECIFICATIONS UNLESS
OTHERWISE NOTED.
F. CONTRACTOR TO PROVIDE MAINLINE STUBS FOR FUTURE EXPANSION WHERE INDICATED. PLACE PIPE SLEEVING AS INDICATED ON PACKAGE A, B, AND
C OVERALL IRRIGATION PLANS.
IRRIGATION NOTES
E AVENUE
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2.171"
21"
B
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RIGHT OF WAY
LANDSCAPE
IRRIGATION PLAN
LI3.01
10' 20' 40'0
SCALE:1"=20'-0"
LANDSCAPE ISLAND ENLARGEMENT
SCALE: 1"=20'-0"
6TH STREET R.O.W. ENLARGEMENT
SCALE: 1"=20'-0"
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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
2308.02
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
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I T E
C T
AutoCAD SHX Text J
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
BALL VALVE - 3" AND SMALLER
SCALE: 1 1/2"= 1'-0"
FG
6" M
IN
" M
AX
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"
FG
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
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.
IRRIGATION TRENCHING
SCALE: 1 1/2"= 1'-0"
24" MIN.
1'- 0"
IN
P
LA
NT
IN
G
AR
EA
2'- 0"
6"
FG
ADJACENT PAVING
PER PLAN
NON-PRESSURIZED LINE
(LATERAL LINE)
DETECTABLE LOCATOR TAPE
PRESSURIZED LINE (MAINLINE)
DIRECT BURIAL LOW VOLTAGE
CONTROL WIRES.
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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
2308.02
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
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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
FG
4"
MIN.
MAINLINE STUB OUT
SCALE: NTS
10" VALVE BOX
SPARE WIRES AND
COMMON WIRE REFER
TO SPECIFICATIONS
STUB UP AND CAP PRESSURE
SUPPLY LINE
PVC PRESSURE
MAINLINE PIPE
QUICK COUPLER VALVE
SCALE: 1 1/2"= 1'-0"
ROUND VALVE BOX WITH
LOCKING LID
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 COUPLERS SHALL BE INSTALLED A MINIMUM OF 18" OFF OF THE MAINLINE.
4. VALVE BOXES SHALL BE LOCATED IN PLANTING AREAS.
FG
STAINLESS STEEL
SCREW CLAMP
#6 X 48" REBAR
PAVEMENT
QUICK COUPLER VALVE. (SEE
IRRIGATION LEGEND FOR MAKE
AND MODEL NUMBER)SCH. 80 PVC NIPPLE
THREE (3) 4" X 8" BRICKS
SCH. 80 PVC SWING JOINT
MAINLINE. (SEE IRRIGATION
PLANS FOR SIZING)
SCH. 80 PVC TEE OR ELBOW
4 - 8"
MASTER VALVE
SCALE: 1"= 1'-0"
FLOW
NOTES:
1. MASTER VALVE SHALL BE MAKE AND MODEL NUMBER AS PRESCRIBED PER THE CONTROLLER MANUFACTURER'S SPECIFICATIONS.
2. INSTALL MASTER VALVE PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
3. MASTER VALVE WIRE SHALL BE 14 AWG OR LARGER. COLOR: BLACK.
4. ALL WIRE RUNS SHALL BE CONTINUOUS WITHOUT ANY SPLICES. WIRE CONNECTIONS SHALL BE MADE USING DBR-Y/6 CONNECTORS OR
APPROVED EQUAL.
5. WRAP VALVE BOX WITH MIN. 3 MIL. THICK PLASTIC AND SECURE IT TO THE VALVE BOX USING DUCT TAPE OR ELECTRICAL TAPE.
6. SEE MASTER VALVE/ FLOW SENSOR DETAIL FOR LINEAR DIMENSIONS.
RECTANGULAR VALVE BOX WITH
LOCKING LID
MAINLINE TO FLOW SENSOR
SCH. 80 PVC UNION
SCH. 40 PVC 45 ° ELBOW
IRRIGATION MAINLINE.
(SEE IRRIGATION LEGEND
FOR SIZE AND CLASS)
FINISHED GRADE
SCH. 80 PVC MALE ADAPTER.
MASTER VALVE. (SEE IRRIGATION
LEGEND FOR MAKE AND MODEL).
THREE INCH (3") THICK LAYER OF
PEA GRAVEL OR APPROVED EQUAL.
8" WELDED WIRE MESH
CONTROL WIRES WITH TWELVE
INCH (12") MIN. EXPANSION COIL.
4" -8
FOUR (4) 4" X 8" BRICKS
FLOW SENSOR
SCALE: 1"= 1'-0"
Flow
NOTES:
1. FLOW SENSOR MAKE AND MODEL NUMBER SHALL BE PER CONTROLLER
MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. (SEE IRRIGATION PLANS).
2. FLOW SENSOR WIRE SHALL BE PER THE CONTROLLER MANUFACTURER'S SPECIFICATIONS.
3. INSTALL FLOW SENSOR PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
4. ALL WIRE RUNS SHALL BE CONTINUOUS WITHOUT ANY SPLICES. WIRE CONNECTIONS SHALL
BE MADE USING DBR/Y-6 CONNECTORS OR APPROVED EQUAL.
FG
IRRIGATION VALVE
WIRES WITH A TWELVE
INCH (12") MIN.
EXPANSION COIL
SCH. 40 PVC REDUCER BUSHING
SCH. 40 PVC 45° ELBOW
THREE INCH (3") THICK LAYER OF
PEA GRAVEL OR APPROVED EQUAL.
FLOW SENSOR. (SEE IRRIGATION
PLANS FOR MAKE AND MODEL)
THREE-EIGHT'S INCH (3/8")
WELDED WIRE MESH.
RECTANGULAR VALVE
BOX W/ LOCKING LID
MAINLINE PIPE FROM MASTER VALVE.
(SEE MASTER VALVE/FLOW SENSOR
DETAIL FOR MAINLINE PIPE SIZE)
FOUR (4) 4" X 8" BRICKS
WINTERIZATION BLOW-OUT VALVE
SCALE: 1 1/2"= 1'-0"
NOTES:
1. VALVE TO BE LOCATED DOWNSTREAM OF BACKFLOW, UPSTREAM OF FLOW SENSOR & MASTER VALVE.
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 COUPLERS SHALL BE INSTALLED A MINIMUM OF 18" OFF OF THE MAINLINE.
4. VALVE BOXES SHALL BE LOCATED IN PLANTING AREAS.
ROUND VALVE BOX WITH
LOCKING LID
FG
STAINLESS STEEL
SCREW CLAMP
#6 X 48" REBAR
RAINBIRD 3RC 3/4" QUICK
COUPLER VALVE
SCH. 80 PVC NIPPLE
THREE (3) 4" X 8" BRICKS
SCH. 80 PVC SWING JOINT
MAINLINE. (SEE IRRIGATION
PLANS FOR SIZING)
SCH. 80 PVC TEE OR ELBOW
4 - 8"
FLOW
BATTERY OPERATED CONTROLLER W/ PEDESTAL
SCALE: 1 1/2"= 1'-0"
NOTES:
1. PVC ELECTRICAL CONDUIT SHALL BE
EXTENDED 6" BEYOND THE EDGE OF
THE CONCRETE FOOTING.
2. IRRIGATION VALVES SHALL BE
INSTALLED WITH DC LATCHING
SOLENOIDS AND 2-WIRE DECODERS
COMPATIBLE WITH CONTROLLER.
3. CONTRACTOR TO COMPACT SOIL
AROUND THE CONCRETE FOOTING TO
95% RELATIVE COMPACTION RATE.
FG
CONTROLLER (SEE IRRIGATION
LEGEND FOR MODEL NUMBER)
LXMMSSPED: STAINLESS STEEL
METAL PEDESTAL OR APPROVED
EQUAL
SCH.40 PVC ELECTRICAL CONDUIT
(4) 5/16" X 4" STAINLESS STL.
BOLTS WITH NUTS AND WASHERS.
18" X 18" X 6" CONCRETE
FOOTING FOR PEDESTAL
CONTROLLER WIRES
SCH. 40 PVC ELECTRICAL
CONDUIT SWEEPS
LANDSCAPE
IRRIGATION DETAILS
LI4.01
AutoCAD SHX Text James M. Szabo
AutoCAD SHX Text
OREGON
AutoCAD SHX Text
AutoCAD SHX Text 02.24.2014
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TRACK
FOOTBALL FIELD
THROWING CIRCLE
JAVELIN RUNWAY
LIMIT OF WORK
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LIMIT OF W
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EXISTING TRACK
SHED TO REMAIN
EXISTING GRAVEL
ACCESS ROAD TO REMAIN
ɸ ɸ ɸ ɸ ɸ
6TH
S
TR
E
E T
C A V E N U E
E A V E N U E
GROSS PROJECT SITE AREA
PARKING LOT ENLARGEMENT: SEE LP5.01
6TH STREET FRONTAGE ENLARGEMENT: SEE LP5.01
ɸ ɸɸ ɸ ɸ ɸɸ
LANDSCAPE TABULATIONS:
SITE REQUIREMENTS
· GROSS PROJECT SITE AREA: 809,697 SF
· REQUIRED LANDSCAPE AREA: 10% (80,970 SF)
· PROVIDED LANDSCAPE AREA: 89.7% (726,452 SF)
GROUNDCOVER
SYMBOL SIZE BOTANICAL NAME COMMON NAME
REFER TO SHEET LP6.01 GROUNDCOVER PLANTING DETAILS
SPACING
PLANT MATERIAL LEGEND
QTY
IRRIGATED PRAIRIE NATIVE SEED MIX AVAIL. FROM SUNMARK SEEDS INTL, INC.
PH: (503) 241-7333, APPLICATION: HYDROSEED W/ TACKIFIER
254,600 SF
NON-IRRIGATED NATIVE EROSION CONTROL SEED MIX, AVAIL. FROM SUNMARK SEEDS INTL, INC.
PH: (503) 241-7333, APPLICATION: HYDROSEED W/TACKIFIER. RE: DETAIL
92,605 SF
TREES ALL TREES ARE STANDARD FORM UNLESS NOTED.
REFER TO DETAILS ON SHEET LP6.01 FOR TREE PLANTING AND STAKING.
SIZE BOTANICAL NAME COMMON NAMESYMBOL
AS SHOWN EXISTING TREE TO REMAIN
2.5" CAL QUERCUS X BIMUNDORUM 'CRIMSCHMIDT' CRIMSON SPIRE OAK
QTY
SHRUBS & PERENNIALS
SYMBOL SIZE BOTANICAL NAME COMMON NAME
REFER TO SHEET LP6.01 GROUNDCOVER PLANTING DETAILS
QTY
15 GAL VIBURNUM TRILOBUM 'COMPACTUM' DWARF CRANBERRY BUSH8
1 GAL AGASTACHE 'BLUE FORTUNE' BLUE FORTUNE HYSSOP12ɸ
1 GAL. ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 24" O.C.115
2.5" CAL CARPINUS CAROLINIANA 'RISING FIRE' RISING FIRE AMERICAN HORNBEAM4
2.5" CAL OSTRYA VIRGINIANA 'AUTUMN TREASURE' AUTUMN TREASURE HOPHORNBEAM3
2.5" CAL TILIA AMERICANA 'REDMOND' REDMOND LINDEN2
NON-IRRIGATED NATIVE EROSION CONTROL SEED MIX, AVAIL. FROM SUNMARK SEEDS INTL, INC.
PH: (503) 241-7333, APPLICATION: DRILL SEED
145,016 SF
PLANTING NOTES
SOIL PREPARATION:
1. CONTRACTOR SHALL OBTAIN A SOIL TEST ANALYSIS PER THE SPECIFICATION SECTION 32 91 13. SOIL TEST SHALL BE
TAKEN ONCE TOPSOIL HAS BEEN PLACED AND ROUGH GRADING HAS BEEN COMPLETED. SOIL TEST ANALYSIS RESULTS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND DETERMINATION OF FINAL SOIL
AMENDMENTS. REFER TO SPECIFICATIONS FOR SOIL AMENDMENTS FOR BIDDING PURPOSES.
2. MECHANICALLY RIP OR HAND TILL THE AREA IN TWO DIRECTIONS TO A MINIMUM DEPTH OF 6 INCHES. REMOVE ROCK AND HARD CLODS 3 INCHES IN DIAMETER AND LARGER, REMOVE CONSTRUCTION DEBRIS, ROOTS, STUMPS, TRASH
AND OTHER DELETERIOUS MATERIALS FROM THE TOP 6 INCHES OF SOIL.
3. IN ALL PLANTING AREAS APPLY 3" OF ORGANIC COMPOST & ROTOTILL TOP 6 INCHES OF SOIL TO A LOOSE AND FRIABLE
CONSISTENCY
PLANTING:
4. SEEDING SHALL OCCUR BETWEEN THE MONTHS OF APRIL AND OCTOBER. SEEDING DURING JULY AND AUGUST
SHOULD BE AVOIDED IF POSSIBLE, AND WILL REQUIRE ADDITIONAL WARRANTY.
5. REFER TO SPECIFICATIONS FOR SOIL PREPARATION, PLANTING SUBMITTALS AND PROCEDURES.
6. REFER TO SPECIFICATIONS FOR MAINTENANCE AND WARRANTY REQUIREMENTS.
7. QUANTITIES ARE FOR REFERENCE AND CONVENIENCE ONLY. CONTRACTOR SHALL VERIFY QUANTITIES AND INSTALL
PLANT MATERIAL PER PLANS.
8. ALL PLANTING AREAS SHALL INCLUDE LIVE PLANT COVERAGE, AT OCCUPANCY, EQUAL OR GREATER TO 50 PERCENT
OF EACH LANDSCAPE AREA TO COMPLY WITH CITY OF LA GRANDE DEVELOPMENT CODE (SECTION 107-149-1).
9. PLANTING WITHIN THE CLEAR VISION AREA OR SIGHT TRIANGLE SHALL COMPLY WITH CITY OF LA GRANDE
DEVELOPMENT CODE (SECTON 107-147-C).
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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
2308.02
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
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C A P E A R C H
I T E
C T
OVERALL LANDSCAPE
PLANTING PLAN
LP5.00
25' 50' 100'0
SCALE:1"=50'-0"
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
DE
C
6 T H S T R E E T ɸ ɸ ɸ ɸ ɸ ɸ ɸɸ ɸ ɸ ɸɸ
LANDSCAPE TABULATIONS:
SITE REQUIREMENTS
· GROSS PROJECT SITE AREA: 809,697 SF
· REQUIRED LANDSCAPE AREA: 10% (80,970 SF)
· PROVIDED LANDSCAPE AREA: 89.7% (726,452 SF)
GROUNDCOVER
SYMBOL SIZE BOTANICAL NAME COMMON NAME
REFER TO SHEET LP6.01 GROUNDCOVER PLANTING DETAILS
SPACING
PLANT MATERIAL LEGEND
QTY
IRRIGATED PRAIRIE NATIVE SEED MIX AVAIL. FROM SUNMARK SEEDS INTL, INC.
PH: (503) 241-7333, APPLICATION: HYDROSEED W/ TACKIFIER
254,600 SF
NON-IRRIGATED NATIVE EROSION CONTROL SEED MIX, AVAIL. FROM SUNMARK SEEDS INTL, INC.
PH: (503) 241-7333, APPLICATION: HYDROSEED W/TACKIFIER. RE: DETAIL
92,605 SF
TREES ALL TREES ARE STANDARD FORM UNLESS NOTED.
REFER TO DETAILS ON SHEET LP6.01 FOR TREE PLANTING AND STAKING.
SIZE BOTANICAL NAME COMMON NAMESYMBOL
AS SHOWN EXISTING TREE TO REMAIN
2.5" CAL QUERCUS X BIMUNDORUM 'CRIMSCHMIDT' CRIMSON SPIRE OAK
QTY
SHRUBS & PERENNIALS
SYMBOL SIZE BOTANICAL NAME COMMON NAME
REFER TO SHEET LP6.01 GROUNDCOVER PLANTING DETAILS
QTY
15 GAL VIBURNUM TRILOBUM 'COMPACTUM' DWARF CRANBERRY BUSH8
1 GAL AGASTACHE 'BLUE FORTUNE' BLUE FORTUNE HYSSOP12ɸ
1 GAL. ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 24" O.C.115
2.5" CAL CARPINUS CAROLINIANA 'RISING FIRE' RISING FIRE AMERICAN HORNBEAM4
2.5" CAL OSTRYA VIRGINIANA 'AUTUMN TREASURE' AUTUMN TREASURE HOPHORNBEAM3
2.5" CAL TILIA AMERICANA 'REDMOND' REDMOND LINDEN2
NON-IRRIGATED NATIVE EROSION CONTROL SEED MIX, AVAIL. FROM SUNMARK SEEDS INTL, INC.
PH: (503) 241-7333, APPLICATION: DRILL SEED
145,016 SF
PLANTING NOTES
SOIL PREPARATION:
1. CONTRACTOR SHALL OBTAIN A SOIL TEST ANALYSIS PER THE SPECIFICATION SECTION 32 91 13. SOIL TEST SHALL BE
TAKEN ONCE TOPSOIL HAS BEEN PLACED AND ROUGH GRADING HAS BEEN COMPLETED. SOIL TEST ANALYSIS RESULTS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND DETERMINATION OF FINAL SOIL
AMENDMENTS. REFER TO SPECIFICATIONS FOR SOIL AMENDMENTS FOR BIDDING PURPOSES.
2. MECHANICALLY RIP OR HAND TILL THE AREA IN TWO DIRECTIONS TO A MINIMUM DEPTH OF 6 INCHES. REMOVE ROCK AND HARD CLODS 3 INCHES IN DIAMETER AND LARGER, REMOVE CONSTRUCTION DEBRIS, ROOTS, STUMPS, TRASH
AND OTHER DELETERIOUS MATERIALS FROM THE TOP 6 INCHES OF SOIL.
3. IN ALL PLANTING AREAS APPLY 3" OF ORGANIC COMPOST & ROTOTILL TOP 6 INCHES OF SOIL TO A LOOSE AND FRIABLE
CONSISTENCY
PLANTING:
4. SEEDING SHALL OCCUR BETWEEN THE MONTHS OF APRIL AND OCTOBER. SEEDING DURING JULY AND AUGUST
SHOULD BE AVOIDED IF POSSIBLE, AND WILL REQUIRE ADDITIONAL WARRANTY.
5. REFER TO SPECIFICATIONS FOR SOIL PREPARATION, PLANTING SUBMITTALS AND PROCEDURES.
6. REFER TO SPECIFICATIONS FOR MAINTENANCE AND WARRANTY REQUIREMENTS.
7. QUANTITIES ARE FOR REFERENCE AND CONVENIENCE ONLY. CONTRACTOR SHALL VERIFY QUANTITIES AND INSTALL
PLANT MATERIAL PER PLANS.
8. ALL PLANTING AREAS SHALL INCLUDE LIVE PLANT COVERAGE, AT OCCUPANCY, EQUAL OR GREATER TO 50 PERCENT
OF EACH LANDSCAPE AREA TO COMPLY WITH CITY OF LA GRANDE DEVELOPMENT CODE (SECTION 107-149-1).
9. PLANTING WITHIN THE CLEAR VISION AREA OR SIGHT TRIANGLE SHALL COMPLY WITH CITY OF LA GRANDE
DEVELOPMENT CODE (SECTON 107-147-C).
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
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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
2308.02
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
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
LANDSCAPE PLANTING
PLAN
LP5.01
6TH STREET FRONTAGE ENLARGEMENT1 SCALE: 1" = 20'-0"
PARKING LOT ENLARGEMENT2 SCALE: 1" = 10'-0"
AutoCAD SHX Text James M. Szabo
AutoCAD SHX Text
OREGON
AutoCAD SHX Text
AutoCAD SHX Text 02.24.2014
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
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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
2308.02
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
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
PLANT TYPE AND SPACING
PER LEGEND
NOTE: ALL GROUNDCOVERS ARE TO BE
PLANTED AT EQUAL TRIANGULAR SPACING
UNLESS OTHERWISE NOTED ON PLAN.
EDGE OF PAVING, CURB, OR HEADER
ON-CENTER SPACING
PER LEGEND
DISTANCE FROM EDGE IS EQUAL TO HALF
THE O.C. PLANT SPACING, UNLESS INDICATED
OTHERWISE ON PLANTING PLAN
GROUNDCOVER PLANTING
SCALE: N.T.S.
X/
X
X
FORM 3" WATERING BASIN WITH BACKFILL SOIL MIX
MULCH LAYER
PLANT SO ROOT BALL IS 1"-2" ABOVE FINISH GRADE
PIT BACKFILL MIX
FERTILIZER TABLETS PER SPECIFICATIONS.
INSTALL SO THEY DO NOT TOUCH ROOT BALL
ROOT BALL
1, 5, OR 15 GALLON CONTAINER PLANT
SCARIFY SIDES OF PIT
CONTAINER SHRUB AND GRASS PLANTING
SCALE: N.T.S.
FINISHED GRADE
PULVERIZED AND SETTLED
NATIVE SOIL BELOW ROOTBALL
SET ROOTBALL MIN. 1" ABOVE
FINISHED GRADE
LINE OF EXISTING SLOPE
FERTILIZER TABLEST SEE SPECS
SCARIFY SIDE OF PIT
CUT BACK OF PLANT PIT TO 1:1 SLOPE
SCALE: 1" = 1'-0"
SHRUB PLANTING - SLOPES
PLANT PIT BACKFILL MIX
2 x ROOTBALL
1 1 /2 x R
OO
TB
AL
L
EXISTING SUBGRADE
ROOTBALL WIDTH + 3"
NON-ABRASIVE
RUBBER TIES PER
SPECIFICATIONS
TREE TRUNK
PLAN
TREE STAKING - DOUBLE
SCALE: N.T.S.
ROOT BALL
TREE STAKES
DIRECTION OF PREVAILING WIND
8"
SECTION
CUT OFF STAKES AS NEEDED TO
CLEAR BRANCHES, APPROX. EVEN
WITH THROAT OF TREE
RUBBER TIES
2" DIA. x 10' LODGEPOLE
PINE TREE STAKES
STAKES TO BE LOCATED 3"
OUTSIDE EDGE OF ROOTBALL
ROOTBALL
NATIVE SUBGRADE
LE
SS
2"
SET TOP OF ROOTBALL 2"
ABOVE FINISH GRADE
EARTH BERM
FINISH GRADE
PLANTING BACKFILL MIX
PER SPECIFICATIONS
FERTILIZER TABLETS
SCARIFY SIDES
OF PIT
PULVERIZED NATIVE SOIL
BELOW 18" FROM
FINISHED GRADE
TREE PLANTING
SCALE: N.T.S.
2x ROOTBALL DIAMETER
DE
PT
H
OF
R
OO
TB
AL
6"
CUT AND REMOVE TOP 1/3 OF
BURLAP. IF NON-BIODEGRADABLE
WRAP IS USED, REMOVE TOTALLY.
FINISHED GRADE
TREE STAKING PER DETAIL
STAKES SET PARALLEL TO
PREVAILING WIND
FERTILIZER TABLETS SEE SPECS
SCALE: 1" = 1'-0"
TREE PLANTING - SLOPES
AMENDED BACKFILL AT TOP 18";
PULVERIZED NATIVE SOIL BELOW 18"
PER SPECS
EXISTING SUBGRADE
SET ROOTBALL MIN. 1" ABOVE
FINISH GRADE
6" EARTH BERM ON DOWNHILL SIDE
LINE OF EXISTING SLOPE
CUT BACK OF PLANT PIT TO 1:1 SLOPE
2 x ROOTBALL
EQ
. T
O
RO
OT
BA
LL
TREE
ROOTBALL
LP6.01
LANDSCAPE
PLANTING DETAILS
8 PRAIRIE NATIVE SEED MIX
7 NATIVE EROSION CONTROL SEED MIX
NOTE:
1. CONTRACTOR SHALL CONFIRM
APPROPRIATE SEEDING RATE FOR
VARIOUS APPLICATION METHODS
WITH SEED MIX MANUFACTURER.
AutoCAD SHX Text James M. Szabo
AutoCAD SHX Text
OREGON
AutoCAD SHX Text
AutoCAD SHX Text 02.24.2014
| LCS0.00 COVER SHEET |
| LCS0.00 COVER SHEET |
| LC1.00 NON-COMFORMING IMPROVEMENTS PLAN |
| LC1.00 NON-COMFORMING IMPROVEMENTS PLAN |
| LC2.01 LANDSCAPE CONSTRUCTION DETAILS |
| LC2.01 LANDSCAPE CONSTRUCTION DETAILS |
| LI3.00 OVERALL LANDSCAPE IRRIGATION PLAN |
| LI3.00 OVERALL LANDSCAPE IRRIGATION PLAN |
| LI3.01 RIGHT OF WAY LANDSCAPE IRRIGATION PLAN |
| LI3.01 RIGHT OF WAY LANDSCAPE IRRIGATION PLAN |
| LI4.01 LANDSCAPE IRRIGATION DETAILS |
| LI4.01 LANDSCAPE IRRIGATION DETAILS |
| LP5.00 OVERALL LANDSCAPE PLANTING PLAN |
| LP5.00 OVERALL LANDSCAPE PLANTING PLAN |
| LP5.01 LANDSCAPE PLANTING PLAN |
| LP5.01 LANDSCAPE PLANTING PLAN |
| LP6.01 LANDSCAPE PLANTING DETAILS |
| LP6.01 LANDSCAPE PLANTING DETAILS |
| EOU_RP-25-00262_PKG-A |
| EOU Ballfield Complex Phase 1 - Electrical - Bid Package A_SIGNED |
File details come from the government source that posted it. Updated .