ATTACHMENT J Drawings- SRHS Storage AND Ticket Booth~1.pdf

PDF 19 MB Posted Jul 8, 2026

Attached to: ITB 26-0001 Southridge HS - Athletic Facility
Solicitation number: S-P34048-00017427
Issued by: Oregon

About this file

Written by GovTribe AI · Jul 10, 2026

This is a comprehensive set of architectural and engineering drawings prepared for Beaverton School District No. 48J for the construction of a new athletic storage facility and ticket booth at Southridge High School in Beaverton, Oregon. The project involves the design and construction of a 1,825-square-foot non-conditioned, non-sprinklered accessory building classified as S-1 and B occupancy type with construction type V-B. The building will serve as athletic equipment storage and includes a ticket booth for sporting events. The project also requires relocation of the existing shot put area and modifications to the existing discus throwing area. The site is located at 9625 SW 125th Avenue, Beaverton, Oregon 97008, on Tax Lot 300 (Parcel 2 of Partition Plat No. 1996-035). Building setbacks exceed code requirements, with the proposed structure standing 17 feet in height against a 35-foot code limit. The permit set is dated June 15, 2026.

The drawings include detailed civil, architectural, structural, mechanical, and electrical plans with specifications for site work, demolition, grading, utilities, and landscaping. Key site elements include hardscape and paving details, erosion and sediment control measures, storm and sanitary drainage connections, foundation and roof framing systems, and landscaping installations. The project requires compliance with the 2022 Oregon Structural Specialty Code, 2024 Oregon Standard Specifications for Construction, and local jurisdiction requirements. The contractor is responsible for obtaining all necessary permits and licenses, coordinating with utility companies, protecting existing site features and monuments, maintaining erosion control throughout construction, and performing final site cleanup. The existing site includes storm drainage systems, water utilities, electrical infrastructure, and an operational irrigation system that require coordination and potential adjustment during construction.

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File	Type	Posted
ATTACHMENT K Specifications~22.pdf	PDF	Jul 8, 2026
ATTACHMENT L During Solicitation Substitution Request Form~65.pdf	PDF	Jul 8, 2026
ATTACHMENT I Sample Contract~72.pdf	PDF	Jul 8, 2026
ITB 26-0001 Southridge HS - Athletic Facility ~1.pdf	PDF	Jul 8, 2026

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SOUTHRIDGE HS - STORAGE SHED & TICKET BOOTH

BEAVERTON, OR

ZONING CODE INFORMATION

LEGAL DESCRIPTION

TAX LOT: 300

TAX MAP: 1S128DD

CIDA, INC.

15895 SW 72ND AVE, SUITE 200

PORTLAND, OREGON 97224

(T): (503) 226-1285

CONTACT: CHRIS WALKER

EMAIL: CHRISW@CIDAINC.COM

RELEASES

COVER SHEET

CIVIL

Y P E

D E S

N R

E V

S E T

CS1 COVER SHEET

L1.0 LANDSCAPE PLAN

LANDSCAPE

C0.1 GENERAL NOTES

ARCHITECTURAL

OWNERBEAVERTON SCHOOL DISTRICT

NO SCALE

VICINITY MAP1

NORTH

CS1

SITE

ZONE: RMC

BUILDING SETBACKS REQUIRED:

NORTH: 5 FT (808 FT PROVIDED)

EAST: 10 FT (100 FT PROVIDED)

SOUTH: 5 FT (475 FT PROVIDED)

WEST: 15 FT (723 FT PROVIDED)

BUILDING HEIGHT LIMIT: 35 FT (17 FT PROVIDED)

L1.1 LANDSCAPE PLAN

A2.1 EXTERIOR ELEVATIONS

PROJECT DESCRIPTION

THIS PROJECT IS AN ACCESSORY BUILDING FOR SOUTHRIDGE HIGH SCHOOL. THE BUILDING IS TO BE USED FOR ATHLETIC EQUIPMENT STORAGE AND INCLUDES A TICKET BOOTH FOR SPORTING EVENTS. THE EXISTING SHOT PUT AREA WILL BE

RELOCATED. BUILDING IS NON-CONDITIONED AND NON-SPRINKLERED.

A1.2 ROOF PLAN

STRUCTURAL

S1.1 FOUNDATION PLAN

S1.2 ROOF FRAMING PLAN

S2.1 FOUNDATION DETAILS

S3.1 ROOF FRAMING DETAILS

A3.1 BUILDING SECTIONS

A4.1 WALL SECTIONS

S0.1 STRUCTURAL GENERAL NOTES

A6.1 INTERIOR DETAILS

A5.1 DOOR SCHEDULE AND EXTERIOR DETAILS

BUILDING CODE INFORMATION

DESIGN CODE: 2022 OREGON STRUCTURAL SPECIALTY CODE (OSSC)

OCCUPANCY: S-1, B (NON-SEPARATED)

CONSTRUCTION TYPE: V-B (NON-SPRINKLERED)

BUILDING AREA: 1,825 SF

CH.5 BUILDING AREA

(BASED ON MOST RESTRICTIVE OCCUPANCY S-1)

TABLE 506.2 - ALLOWABLE AREA DETERMINATION

ALLOWABLE: 9,000 SF

ACTUAL: 1,825 SF

CH.7 FIRE & SMOKE PROTECTION

TABLE 705.5 - FIRE RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE

NORTH: 0 HR

EAST: 0 HR

SOUTH: 0 HR

WEST: 0 HR

CH.9 FIRE PROTECTION

903 - AUTOMATIC SPRINKLER SYSTEM

S-1 OCCUPANCY: FIRE AREA DOES NOT EXCEED 12,000 SF. SPRINKLERS NOT REQUIRED.

906 - FIRE EXTINGUISHERS

PORTABLE FIRE EXTINGUISHERS TO BE LOCATED IN APPROXIMATE AREAS SHOWN ON FLOOR PLAN. FINAL LOCATION &

QUANTITY TO BE CONFIRMED BY FIRE MARSHAL.

907.2.10 - FIRE ALARM

S-1 OCCUPANCY: OCCUPANCY DOES NOT EXCEED THREE STORIES. ALARM SYSTEM NOT REQUIRED.

CH.10 MEANS OF EGRESS

1004.5 - OCCUPANT LOAD

OCCUPANCT LOAD: SEE A1.1

TABLE 1006.2.1 NUMBER OF EXITS

EXITS REQUIRED: 1

MAX COMMON PATH: 75 FT

1008 - MEANS OF EGRESS ILLUMINATION

ILLUMINATION REQUIRED: THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE

BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.

ILLUMINATION LEVEL: NOT LESS THAN 1 FOOT CANDLE AT WALKING SURFACE.

EMERGENCY POWER: IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL

SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL OF THE FOLLOWING AREAS:

AISLES

EXTERIOR EGRESS COMPONENTS

EXTERIOR LANDINGS

TABLE 1017.2 - EXIT ACCESS TRAVEL DISTANCE

WITHOUT SPRINKLERS: 200 FT

POVIDED: 61 FT

C0.2 EXISTING CONDITIONS PLAN

C0.3 EXISTING CONDITIONS PLAN

C0.4 DEMOLITION PLAN

C0.5 DEMOLITION PLAN

A1.1 FLOOR PLAN AND RCP

A0.1 SITE PLAN

1260 NW WATERHOUSE AVENUE

BEAVERTON, OR 97006

(T): (503) 356-4321

CONTACT: CHRIS HANSON

EMAIL:

CHRISTOPHER_HANSEN@BEAVERTON.K12.OR.US

CIVIL/LANDSCAPEAAI ENGINEERING

4875 SW GRIFFITH DR., SUITE 100

BEAVERTON, OR 97005

(T): (503)620-3030

CONTACT: CHRISTOPHER THORNTON

EMAIL: CHRISTOPHERT@AAIENG.COM

MECHANICAL/ELECTRICALR&W ENGINEERING

9615 SW ALLEN BLVD., SUITE 107

BEAVERTON, OR 97005

(T): (503)292-6000

CONTACT: JONATHAN LLILLY

EMAIL: JLILLY@RWENG.COM

23456789

CONTRACTORTBD

STREET ADDRESS

CITY, STATE, ZIP

(T): (555) 555-5555 (F): (555) 555-5555

CONTACT: --

CCB #:-----

ARCHITECT/ STRUCTURAL ENGINEER

JOB NO. 250200.01

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C1.0 HARDSCAPE PLAN

C1.1 HARDSCAPE PLAN

C2.0 GRADING AND UTILITY PLAN WEST

C3.0 DETAILS

C3.1 DETAILS

C4.0 ESC DETAILS

C2.1 GRADING AND UTILITY PLAN EAST

M4.1 SPECIFICATIONS

M2.1 FLOOR PLAN

M0.1 SCHEDULES, LEGENDS AND DETAILS

E2.2 FLOOR PLAN - PHOTOMETRICS

E2.1 FLOOR PLAN - ELECTRICAL

E1.2 SITE PLAN - PHOTOMETRICS

E1.1 SITE PLAN - ELECTRICAL

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BUILDING ENVELOPE REQUIREMENTS

DESIGN CODE: ASHRAE STANDARD 907.0-2019

CLIMATE ZONE: 4C

NOTE: BUILDING IS UNCONDITIONED - COMCHECK NOT REQUIRED. BUILDING WILL UTILIZE

THE FOLLOWING INSULATION CRITERIA:

ROOF: R-10 ci

WALLS: R-19

UNHEATED SLAB ON GRADE: R-10 FOR 24 IN.

OH DOORS: U-0.360

SWING DOORS: U-0.370

E0.2 SCHEDULE

gavinr Preliminary

JOB NO. 250200.01

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4875 SW Griffith Drive | Suite 100 | Beaverton, OR | 97005

503.620.3030 tel. | 503.620.5539 fax | www.aaieng.com

Project No. A25096.10

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EXPIRES: 6/30/2026

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1. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE PLANS. 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY. 5. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER CALLOUTS. PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE VERIFIED PRIOR TO CONSTRUCTION LAYOUT. 6. CONTRACTOR SHALL PRESERVE AND PROTECT FROM CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS SHALL BE REESTABLISHED BY A LICENSED SURVEYOR. 7. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2024 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2023 OREGON PLUMBING SPECIALTY CODE AND LOCAL JURISDICTION REQUIREMENTS. 8. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 9. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. 10. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF AAI ENGINEERING, 72 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. 11. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. 12. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 13. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. 14. TRAFFIC CONTROL SHALL BE PROVIDED BY THE TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO LOCAL JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. 16. THE CONTRACTOR SHALL HAVE A FULL SET OF THE THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 17. THE CONTRACTOR SHALL KEEP THE ENGINEER AND THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. 18. EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED EXISTING SURVEY MONUMENTS ARE TO BE PROTECTED DURING CONSTRUCTION OR REPLACED IN ACCORDANCE WITH OREGON REVISED STATUTES 209.140 - 209.155.

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GENERAL NOTES

AutoCAD SHX Text DEMOLITION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA IDENTIFIED IN THE PLANS. 2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND DISPOSED OF PROPERLY. 3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED/STORED AT THE PROJECT SITE AS DIRECTED BY THE OWNER. 4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER. 5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING CONSTRUCTION JOINT. 6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW PAVEMENT. UTILITIES 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO FINISHED GRADE. 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. 3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF OR ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE. 4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER. STORM AND SANITARY 1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2024 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490, "WORK ON EXISTING SEWERS AND STRUCTURES". 2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. 3. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 1 PERCENT UNLESS NOTED OTHERWISE IN THE PLANS. 4. ALL STORM AND SANITARY FITTINGS TO BE ECCENTRIC ALL STORM AND SANITARY FITTINGS TO BE ECCENTRIC FITTINGS UNLESS OTHERWISE NOTED. WATER 1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO THE FINISH GRADE. 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL. 3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. EARTHWORKS 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE SYSTEM. 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER WILL NOT BE PERMITTED. 3. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED. PAVING 1. SEE ARCHITECTURAL PLANS FOR SIDEWALK FINISHING AND SEE ARCHITECTURAL PLANS FOR SIDEWALK FINISHING AND SCORING PATTERNS.

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CONSTRUCTION NOTES

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1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM ENGINEER PRIOR TO INSTALLATION. 2. STORM AND SANITARY SEWER PIPING SHALL BE PVC PIPE STORM AND SANITARY SEWER PIPING SHALL BE PVC PIPE AS INDICATED IN THE PLANS. PIPES WITH LESS THAN 2' OF PIPES WITH LESS THAN 2' OF COVER SHALL BE C900/C905 PVC, HDPE OR DUCTILE IRON PIPE. 3. PRIVATE WATER MAINS 4-INCH DIAMETER AND LARGER PRIVATE WATER MAINS 4-INCH DIAMETER AND LARGER SHALL BE DUCTILE IRON PIPE SCH 52 OR C900; AS INDICATED IN THE PLANS. 4. PRIVATE WATER LINES 3-INCH DIAMETER AND SMALLER PRIVATE WATER LINES 3-INCH DIAMETER AND SMALLER SHALL BE TYPE K COPPER OR PVC; AS INDICATED IN THE PLANS. 5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS.

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MATERIAL NOTES

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SEPARATION STATEMENT

AutoCAD SHX Text ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER.

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LEGEND

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GRADING LABEL LEGEND

AutoCAD SHX Text EXISTING CONTOUR MINOR EXISTING CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED CONTOUR MAJOR GRADE BREAK STORM LINE PERF PIPE

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LEGEND

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SPOT ELEVATION

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DESCRIPTION LISTED BELOW.

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XX.XX XX

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LABEL LEGEND

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STRUCTURE INFO (WHERE APPLICABLE)

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XXLF - XX" XX

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UTILITY SIZE

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UTILITY LENGTH

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UTILITY TYPE

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S=X.XX%

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SLOPE (WHERE APPLICABLE)

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PIPE LABELS

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STRUCTURE LABELS

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XX XX-XX RIM=XX.XX IE IN=XX.X IE OUT=XX.X

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STRUCTURE TYPE (SEE BELOW)

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UTILITY TYPE (FP=FIRE PROTECTION, S=SANITARY, SD=STORM DRAINAGE, W=WATER)

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ID NUMBER (WHERE APPLICABLE)

AutoCAD SHX Text DS DOOR SILL DOOR SILL EX EXISTING GRADE EXISTING GRADE FF FINISHED FLOOR ELEVATION FINISHED FLOOR ELEVATION FGBW FINISHED GRADE AT BOTTOM OF WALL FINISHED GRADE AT BOTTOM OF WALL FGTW FINISHED GRADE AT TOP OF WALL FINISHED GRADE AT TOP OF WALL SW SIDEWALK SIDEWALK TC TOP OF CURB TOP OF CURB TP TOP OF PAVEMENTTOP OF PAVEMENT

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DIG SAFELY

AutoCAD SHX Text 503-226-4211

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EMERGENCY TELEPHONE NUMBERS

AutoCAD SHX Text NOTICE TO EXCAVATORS: ATTENTION: ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987).

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POTENTIAL UNDERGROUND FACILITY OWNERS

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CALL THE OREGON ONE-CALL CENTER

AutoCAD SHX Text 1-800-332-2344

AutoCAD SHX Text M-F 7am-5pm 503-226-4211 EXT.4313

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NW NATURAL GAS

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AFTER HOURS

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PGE QWEST VERIZON

AutoCAD SHX Text 503-464-7777 1-800-573-1311 1-800-483-1000

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GENERAL NOTES

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PROPERTY LINE CONCRETE SIDEWALK SURFACING ASPHALT SURFACING

6600 SW 105th Ave, Suite 155, Beaverton, OR 97008

PH: (503) 941-9585 FAX: (503) 941-9640

www.weddlesurveying.com

Excellence is our benchmark.

JOB NO. 250200.01

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4875 SW Griffith Drive | Suite 100 | Beaverton, OR | 97005

503.620.3030 tel. | 503.620.5539 fax | www.aaieng.com

Project No. A25096.10

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AutoCAD SHX Text N00°02'49"E 1309.11'

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SCOREBOARD

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FIELD GOAL POST

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FOOTBALL FIELD

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SW 130TH AVENUE

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(60' WIDE)

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AREA DRAIN

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RIM = 256.91'

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IE 6" ABS OUT (E) = 255.46'

AutoCAD SHX Text CATCH BASIN RIM = 250.70' IE 12" CONC IN (N) = 247.00' IE 12" CONC IN (W) = 247.00' IE 12" CONC OUT (S) = 246.85'

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6' HIGH CHAINLINK

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6' HIGH CHAINLINK

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6' HIGH CHAINLINK

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PROPERTY LINE

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EXISTING BUILDING

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CONEX BOX CONTAINER

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DEC 16"

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DEC 15"

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DEC 16"

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DEC 19"

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DEC 16"

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DEC 16"

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DEC 16"

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DEC 14"

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DEC 14"

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DEC 15"

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DEC 16"

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DEC 28"

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( IN FEET )

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GRAPHIC SCALE

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NORTH

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TOPOGRAPHIC SURVEY

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"SOUTHRIDGE HIGH SCHOOL"

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9625 SW 125TH AVE., "WESTERLY TOPO"

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PARCEL 2 OF PARTITION PLAT NO. 1996-035

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IN THE SE 1/4 OF SECTION 28

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CITY OF BEAVERTON

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WASHINGTON COUNTY

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PAVEMENT

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NATURAL GROUND

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FENCE

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AREA DRAIN

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BOLLARD

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CATCH BASIN

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DEC = DECIDUOUS TREE

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WATER VALVE

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FIRE HYDRANT

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GATE POST

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LIGHT POLE

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ELECTRIC LIGHT BOX

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UNDERGROUND ELECTRIC

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STORM DRAIN

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TRACK

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CONCRETE

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BLOCK

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SIGN

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SPOT ELEVATION

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BUILDING

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EC = EDGE OF CONCRETE

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EP = EDGE OF PAVEMENT

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ET = EDGE OF TRACK

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G = GUTTER LINE

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T = TOP OF CURB

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TW = TOP OF WALL

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TT = TOP OF TRACK

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TG = TOP OF GRAVEL

AutoCAD SHX Text SURVEYOR'S NOTES 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS PER PARTITION PLAT THE BASIS OF BEARINGS FOR THIS SURVEY IS PER PARTITION PLAT NO. 1996-035, WASHINGTON COUNTY PLAT RECORDS. THIS IS NOT A RECORDABLE BOUNDARY SURVEY, 2. UNDERGROUND UTILITIES ARE SHOWN PER SURFACE MARKINGS. THE UNDERGROUND UTILITIES ARE SHOWN PER SURFACE MARKINGS. THE SURVEYOR MAKES NO GUARANTEE AS TO THE EXACT LOCATION, EXISTENCE, NON-EXISTENCE OR COMPLETENESS OF ANY SUBSURFACE UTILITIES SHOWN, OR NOT SHOWN ON THE MAP. CALL 811 BEFORE DIGGING.

AutoCAD SHX Text BENCHMARK THE BENCHMARK USED FOR THIS PROJECT IS A CITY OF BEAVERTON BENCHMARK #BM0160 ("CONESTOGA 125"), LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF SW CONESTOGA DRIVE AND SW 125TH AVENUE, ON THE TOP OF A BOLT ON THE SOUTHEAST OF A TRAFFIC POLE BASE, STAMPED "CITY OF BEAVERTON BENCHMARK 2024 CONESTOGA 125". ELEVATION: 242.14' CITY OF BEAVERTON DATUM (NGVD29)

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OREGON

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BW = BOTTOM OF WALL

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LEGEND

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SAND

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EXISTING CONDITIONS WEST

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6600 SW 105th Ave, Suite 155, Beaverton, OR 97008

PH: (503) 941-9585 FAX: (503) 941-9640

www.weddlesurveying.com

Excellence is our benchmark.

JOB NO. 250200.01

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4875 SW Griffith Drive | Suite 100 | Beaverton, OR | 97005

503.620.3030 tel. | 503.620.5539 fax | www.aaieng.com

Project No. A25096.10

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CONEX

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CONEX

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DEC 16"

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DEC 7"

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CON 8"

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CON 13"

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DEC 6"

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DEC 7"

AutoCAD SHX Text N00°08'40"E 570.00'

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STORM DRAIN MANHOLE (DRYWELL?)

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RIM = 251.50'

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IE 10" HDPE (S) = 248.50'

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BOTTOM OF STRUCTURE = 246.50'

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CATCH BASIN SIPHON (E)

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IE 4" ABS IN (W) = 449.78'

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AREA DRAIN SIPHON (E)

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RIM = 250.91'

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AREA DRAIN SIPHON (N)

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RIM = 257.32'

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IE 8" PVC PIPE = 254.50'

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STORM DRAIN MANHOLE

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RIM = 250.10'

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IE 10" HDPE IN (SE) = 241.90'

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IE 10" HDPE IN (NW) = 243.80'

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IE 10" HDPE IN (NNW) = 239.85'

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IE 6" HDPE IN (NE) = 240.10'

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IE 12" HDPE OUT (E) = 239.70'

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CATCH BASIN SIPHON (SE)

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RIM = 249.78'

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CATCH BASIN SIPHON (E)

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RIM = 249.35'

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DEC 13"

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EXISTING

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BUILDING

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EXISTING

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BUILDING

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TICKET

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BOOTH

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DEC 14"

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PARCEL 2

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OWNER: BEAVERTON SCHOOL DISTRICT #48J

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ADDRESS: 9625 SW 125TH AVENUE

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PROPERTY LINE

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( IN FEET )

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GRAPHIC SCALE

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NORTH

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LEGEND

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PAVEMENT

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NATURAL GROUND

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BUILDING OVERHANG

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FENCE (6' HIGH CHAINLINK)

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AREA DRAIN

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BOLLARD

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CATCH BASIN

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CLEAN OUT

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CON = CONIFEROUS TREE

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DEC = DECIDUOUS TREE

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WATER VALVE

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GATE POST

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HANDICAP PARKING

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LIGHT POLE

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ELECTRIC LIGHT BOX

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STORM DRAIN MANHOLE

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UNDERGROUND ELECTRIC

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STORM DRAIN

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STRIPING

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GRAVEL

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CONCRETE

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SIGN

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SPOT ELEVATION

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BUILDING

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EC = EDGE OF CONCRETE

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EG = EDGE OF GRAVEL

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EP = EDGE OF PAVEMENT

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G = GUTTER LINE

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T = TOP OF CURB

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TP = TOP OF PAVEMENT

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TG = TOP OF GRAVEL

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BLOCK WALL

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TRACK

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SAND

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FIRE HYDRANT

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BIKE RACK

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TT = TOP OF TRACK

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TW = TOP OF WALL

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ET = EDGE OF TRACK

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BW = BOTTOM OF WALL

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TOPOGRAPHIC SURVEY

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"SOUTHRIDGE HIGH SCHOOL"

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9625 SW 125TH AVE., "EASTERLY TOPO"

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PARCEL 2 OF PARTITION PLAT NO. 1996-035

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IN THE SE 1/4 OF SECTION 28

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CITY OF BEAVERTON

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WASHINGTON COUNTY

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OREGON

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EXISTING CONDITIONS EAST

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503.620.3030 tel. | 503.620.5539 fax | www.aaieng.com

Project No. A25096.10

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( IN FEET )

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EXPIRES: 6/30/2026

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DEMOLITION PLAN WEST

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SHEET NOTES

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PROTECTION NOTES

AutoCAD SHX Text 1 PROTECT EXISTING STORAGE CONTAINER PROTECT EXISTING STORAGE CONTAINER 2 PROTECT EXISTING TRACK SURFACE PROTECT EXISTING TRACK SURFACE 3 PROTECT EXISTING UTILITY AND ASSOCIATED STRUCTURES PROTECT EXISTING UTILITY AND ASSOCIATED STRUCTURES 4 PROTECT EXISTING FENCE PROTECT EXISTING FENCE 5 PROTECT EXISTING STAIRS PROTECT EXISTING STAIRS 6 PROTECT EXISTING TREEPROTECT EXISTING TREE

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1. SEE SHEET C0.1 FOR GENERAL SHEET NOTES. SEE SHEET C0.1 FOR GENERAL SHEET NOTES. C0.1 FOR GENERAL SHEET NOTES. FOR GENERAL SHEET NOTES. 2. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 3. REMOVE ALL SITE COMPONENTS AND RECYCLE REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS REQUIRED IN THE SPECIFICATIONS. 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY MONUMENTATION DURING DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED OR REMOVED MONUMENTS. 6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO ORIGINAL CONDITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS. 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. 10. PROTECT ALL EXISTING UTILITY STRUCTURES AND PROTECT ALL EXISTING UTILITY STRUCTURES AND UNDERGROUND MAINS TO REMAIN. 11. PROTECT ALL EXISTING VEGETATION TO REMAIN.PROTECT ALL EXISTING VEGETATION TO REMAIN.

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4875 SW Griffith Drive | Suite 100 | Beaverton, OR | 97005

503.620.3030 tel. | 503.620.5539 fax | www.aaieng.com

Project No. A25096.10

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TYP.

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TYP.

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TYP.

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EXPIRES: 6/30/2026

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DEMOLITON PLAN EAST

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( IN FEET )

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NORTH

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PROTECTION NOTES

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DEMOLITION NOTES

AutoCAD SHX Text 1 PROTECT EXISTING ASPHALT SURFACE PROTECT EXISTING ASPHALT SURFACE 2 PROTECT EXISTING SIDEWALK SURFACE PROTECT EXISTING SIDEWALK SURFACE 3 PROTECT EXISTING CURB PROTECT EXISTING CURB 4 PROTECT EXISTING FENCE PROTECT EXISTING FENCE 5 PROTECT EXISTING TREE PROTECT EXISTING TREE 6 PROTECT EXISTING STRIPING PROTECT EXISTING STRIPING 7 PROTECT EXISTING UTILITY AND ASSOCIATED STRUCTURES PROTECT EXISTING UTILITY AND ASSOCIATED STRUCTURES 8 PROTECT EXISTING STAIRS PROTECT EXISTING STAIRS 9 PROTECT EXISTING GRAVEL SURFACE PROTECT EXISTING GRAVEL SURFACE 10 PROTECT EXISTING BIKE PARKING PROTECT EXISTING BIKE PARKING 11 PROTECT EXISTING CONCRETE SURFACEPROTECT EXISTING CONCRETE SURFACE

AutoCAD SHX Text 1 REMOVE EXISTING SHOT PUT AREA REMOVE EXISTING SHOT PUT AREA 2 REMOVE EXISTING CURB REMOVE EXISTING CURB 3 REMOVE EXISTING CONCRETE PAD REMOVE EXISTING CONCRETE PAD 4 REMOVE EXISTING SIDEWALK REMOVE EXISTING SIDEWALK 5 REMOVE EXISTING TICKET BOOTH REMOVE EXISTING TICKET BOOTH 6 REMOVE EXISTING FENCE REMOVE EXISTING FENCE 7 REMOVE EXISTING BIKE PARKING REMOVE EXISTING BIKE PARKING 8 SAWCUT AND REMOVE EXISTING ASPHALT SAWCUT AND REMOVE EXISTING ASPHALT 9 REMOVE EXISTING CATCH BASIN, CONTRACTOR TO FIELD REMOVE EXISTING CATCH BASIN, CONTRACTOR TO FIELD VERIFY AND PROTECT EXISTING STORM CONNECTION INVERTS. 10 RELOCATE EXISTING ADA PARKING SIGNS RELOCATE EXISTING ADA PARKING SIGNS 11 REMOVE AND SALVAGE EXISTING DISCUS THROWING RING REMOVE AND SALVAGE EXISTING DISCUS THROWING RING

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503.620.3030 tel. | 503.620.5539 fax | www.aaieng.com

Project No. A25096.10

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FACE OF CURB

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EXISITNG CONSTRUCTION FENCE

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MATCHLINE 2-2

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MATCHLINE B-B

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MATCHLINE 2-2

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MATCHLINE 2-2

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PROPERTY LINE / LIMIT OF WORK LINE

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( IN FEET )

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NORTH

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EXPIRES: 6/30/2026

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HARDSCAPE PLAN WEST

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SHEET NOTES

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CONSTRUCTION NOTES

AutoCAD SHX Text 1 INSTALL SHOT PUT PAD PER DETAIL 7/C3.0 INSTALL SHOT PUT PAD PER DETAIL 7/C3.0 C3.0 2 INSTALL CAST IN PLACE CURB PER DETAIL 3/C3.0 INSTALL CAST IN PLACE CURB PER DETAIL 3/C3.0 C3.0 3 INSTALL SHOT PUT MEDIA PER DETAIL 6/C3.0 INSTALL SHOT PUT MEDIA PER DETAIL 6/C3.0 C3.0 4 INSTALL FENCE POLE AND NETTING PER MANUFACTURERS INSTALL FENCE POLE AND NETTING PER MANUFACTURERS SPECIFICATIONS, SEE ARCHITECTURAL PLANS FOR DETAILS. 5 INSTALL RETAINING WALL INSTALL RETAINING WALL 6 INSTALL 24" WIDE CONCRETE MOW STRIP CENTERED INSTALL 24" WIDE CONCRETE MOW STRIP CENTERED ALONG BOTTOM OF FENCE PER DETAIL 8/C3.0 C3.0 7 INSTALL METAL IN-GROUND SHOT PUT CIRCLE WITH INSTALL METAL IN-GROUND SHOT PUT CIRCLE WITH KICKSTAND, SEE ARCHITECTURAL PLANS FOR DETAILS. 8 INSTALL 2" PAINTED SHOT PUT CIRCLE AND TOE BOARD, INSTALL 2" PAINTED SHOT PUT CIRCLE AND TOE BOARD, SEE ARCHITECTURAL PLANS FOR DETAILS.

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PROPERTY LINE CONCRETE SIDEWALK SURFACING ASPHALT SURFACING

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LEGEND

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KEY MAP

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1. SEE SHEET C0.1 FOR GENERAL SHEET NOTES. SEE SHEET C0.1 FOR GENERAL SHEET NOTES. C0.1 FOR GENERAL SHEET NOTES. FOR GENERAL SHEET NOTES. 2. SEE ARCHITECTURAL PLANS FOR ADDITIONAL SITE SEE ARCHITECTURAL PLANS FOR ADDITIONAL SITE INFORMATION. 3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL KEEP THE ENGINEER AND THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED.

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P O R T L A N D , O R E G O N 9 7 2 2 4

T E L : 5 0 3 . 2 2 6 . 1 2 8 5

F A X : 5 0 3 . 2 2 6 . 1 6 7 0

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ARCHITECTURE

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4875 SW Griffith Drive | Suite 100 | Beaverton, OR | 97005

503.620.3030 tel. | 503.620.5539 fax | www.aaieng.com

Project No. A25096.10

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AutoCAD SHX Text E

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PROPOSED BUILDING

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AutoCAD SHX Text 8"W

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FACE OF CURB

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EXISITNG CONSTRUCTION FENCE

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MATCHLINE 2-2

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AutoCAD SHX Text S.W. 130th AVE.

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MATCHLINE B-B

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MATCHLINE 2-2

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MATCHLINE 2-2

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PROPERTY LINE / LIMIT OF WORK LINE

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EXPIRES: 6/30/2026

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HARDSCAPE PLAN EAST

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( IN FEET )

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GRAPHIC SCALE

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NORTH

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SHEET NOTES

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CONSTRUCTION NOTES

AutoCAD SHX Text 1 INSTALL ASPHALT SURFACE PER DETAIL 1/C3.0 INSTALL ASPHALT SURFACE PER DETAIL 1/C3.0 C3.0 2 INSTALL CONCRETE SIDEWALK SURFACE PER DETAIL INSTALL CONCRETE SIDEWALK SURFACE PER DETAIL 2/C3.0 C3.0 3 INSTALL FENCE PER DETAIL 9/C3.0 INSTALL FENCE PER DETAIL 9/C3.0 C3.0 4 REINSTALL EXISTING ADA PARKING SIGNS REINSTALL EXISTING ADA PARKING SIGNS 5 INSTALL DISCUS THROWING PAD PER DETAIL 7/C3.0 INSTALL DISCUS THROWING PAD PER DETAIL 7/C3.0 C3.0 6 INSTALL 2" PAINTED DISCUS CIRCLE WITH CIRCULAR INSTALL 2" PAINTED DISCUS CIRCLE WITH CIRCULAR METAL RIM AND DEMOUNTABLE HAMMER INSERT, SEE ARCHITECTURAL PLANS FOR DETAILS. 7 INSTALL THROWING FENCE POLE AND NETTING AROUND INSTALL THROWING FENCE POLE AND NETTING AROUND EXISTING DISCUS THROWING PAD PER MANUFACTURERS SPECIFICATIONS, SEE ARCHITECTURAL PLANS FOR DETAILS.

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LEGEND

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KEY MAP

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PROPERTY LINE CONCRETE SIDEWALK SURFACING ASPHALT SURFACING

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SCALE:

AutoCAD SHX Text 1" = 5'

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DISCUS THROWING AREA PLAN

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NORTH

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1 5 8 9 5 S W 7 2 N D A V E S U I T E 2 0 0

P O R T L A N D , O R E G O N 9 7 2 2 4

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4875 SW Griffith Drive | Suite 100 | Beaverton, OR | 97005

503.620.3030 tel. | 503.620.5539 fax | www.aaieng.com

Project No. A25096.10

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AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text 60' R.O.W.

AutoCAD SHX Text 30'

AutoCAD SHX Text %%163

AutoCAD SHX Text 8"W

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File details come from the government source that posted it. Updated Jul 10, 2026.