OSCI Visitors Area Landscape Rev1 060623.pdf

PDF 12 MB Posted May 2, 2023

Attached to: Quote request for Schneider Electric EcoStruxure Control Expert (XL 10 user licenses)
Solicitation number: S-29100-00006780
Issued by: Oregon

About this file

Written by GovTribe AI · Mar 9, 2026

This is a landscape architectural drawing set for the Oregon State Correctional Institution (OSCI) Outdoor Visiting Area renovation project located in Salem, Oregon. The project, managed by Laurus Designs, LLC for the Oregon Department of Corrections, comprises 16 sheets of detailed construction drawings with a bid date set for March 30, 2023, and includes Bid Addendum #1 dated June 6, 2023. The scope of work encompasses site grading and drainage improvements, erosion control and demolition activities, construction of concrete walkways and patios, installation of playground equipment with poured-in-place rubber safety surfacing, a water feature with pond and waterfall elements, landscaping with ornamental plants and ground covers, and a comprehensive irrigation system. Key project features include approximately 1,830 square feet of rubber safety surfacing, synthetic turf installations, multiple concrete benches and seating areas, lighting fixtures, shade structures, and site utilities coordination. The drawings specify detailed construction standards including concrete specifications (3000-4300 PSI), ADA compliance requirements, site drainage details with storm and sanitary sewer coordination, and materials sourcing requirements with approved equal substitutions permitted.

The project documentation does not specify pricing information, contract award amounts, or funding sources within the drawing set. The design incorporates multiple mechanical and electrical systems requiring coordination with various contractors, including playground equipment installers, irrigation contractors, electrical contractors, and landscape maintenance providers. The planting plan details approximately 500 individual plant materials from a zoo browse list with mandatory owner approval for any substitutions, along with approximately 7,500 square feet of lawn area requiring overseeding and repair. Contractor responsibilities include field verification of all existing utilities prior to construction, maintenance of erosion control measures throughout the project duration, completion of as-built documentation, and provision of a 12-month warranty on all planted materials and a 45-day establishment period for seeded areas. The irrigation system design is based on 75 gallons per minute at 65 PSI from the point of connection, with multiple zones requiring Hunter brand equipment or approved equivalents.

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REVISIONS

DATE

March 30th, 2023

1012 Pine Street 503.784.6494

Designs, NOTES INITIALS#

Silverton, Oregon

LLC

Laurus

PROJECT #: 1460P

OSCI Outdoor Visiting Area for Oregon Dept.

of Corrections

3405 Deer Park Dr. SE Salem, Oregon

, 2

L0.0

SHEET 1 OF 16

LANDSCAPE ARCHITECT:

CALL BEFORE YOU DIG:

www.callbeforeyoudig.org 1.800.332.2344

MAP COURTESY OF GOOGLE

VICINITY MAP:

L0.0 COVER SHEET

S1.1 SURVEY

D1.1 EROSION CONTROL AND

DEMOLITION PLAN

L1.1 GRADING, DRAINAGE, AND

SLEEVING PLAN

L1.2 GRADING NOTES

L2.1 LAYOUT PLAN

L2.2 LIGHTING PLAN

L2.3 PLAYGROUND LAYOUT

L2.4 CONSTRUCTION DETAILS

L2.5 CONSTRUCTION DETAILS

L2.6 CONSTRUCTION DETAILS

L2.7 CONSTRUCTION DETAILS

L3.1 PLANTING PLAN AND SCHEDULE

L3.2 PLANTING NOTES AND DETAILS

L4.1 IRRIGATION PLAN AND SCHEDULE

L4.2 IRRIGATION NOTES AND DETAILS

DRAWINGS FOR:

PROJECT

COVER

SHEET

SITE

OREGON DEPARTMENT OF CORRECTIONS

CONTACT: RACHAEL HALSTEAD-JEFFREYS

503 . 779 . 7937

LAURUS DESIGNS, LLC

LAURA ANTONSON, RLA, ASLA

1012 PINE STREET

SILVERTON, OREGON 97381

503 . 784 . 6494

LAURA@LAURUSDESIGNS.COM

OREGON STATE CORRECTIONAL INSTITUTION

OUTDOOR VISITING AREA

3405 DEER PARK DRIVE SE

SALEM, OREGON

GENERAL NOTES:

1. PROTECT DRAINAGE FROM SILT AND SEDIMENT RUNOFF DURING CONSTRUCTION.

2. POINT OF BEGINNING FOR LAYOUT IS FACE OF BUILDING.

3. THE MAXIMUM WALKWAY CROSS SLOPE TO BE 2%.

4. ALL NEW CONCRETE TO HAVE A LIGHT BROOM FINISH.

5. CONCRETE TO DRAIN AWAY FROM BUILDING ENTRANCE TO ENSURE POSITIVE

DRAINAGE.

6. ALL ANGLES ARE 90 DEGREE UNLESS OTHERWISE NOTED.

7. ALL WALKS SHOWN WITH RADIAL DIMENSIONS TO BE CONSTRUCTED WITH

SMOOTH, CONTINUOUS CURVES AND TRANSITIONS.

8. REQUIRED SUBMITTALS UNDER NOTES. CONTRACTOR RESPONSIBLE FOR ANY

REQUIRED TESTING AND INSPECTIONS INCLUDING THOSE REQUESTED BY

OWNER/OWNER'S REPRESENTATIVE AND/OR REQUIRED BY LOCAL OR STATE

JURISDICTIONS.

9. CONTRACTOR TO COORDINATE WITH OWNER AN ACCESSIBLE ROUTE TO BUILDING

ENTRANCES AT ALL TIMES.

10. ALL BRAND/MANUFACTURER'S NAMES ARE FOR BASIS OF DESIGN AND MAY BE

SUBSTITUTED AS APPROVED EQUALS.

SHEET INDEX:

BID ADDENDA #1 1 06.06.23 LAA

TOPOGRAPHIC SURVEY

ELEV: 100.00' ASSUMED

BARKER

SURVEYING

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WATCH TOWER

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EXISTING BUILDING

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CONC SWK

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ASPH

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BENCH

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BENCH

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SWING

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SWING

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SWING

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SWING

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CONC

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CONC

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CONC SWK

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SECURITY FENCE

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GATE

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BLD OH

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BLD OH

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CONC

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BLD OH

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BLD OH

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BLD OH

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BLD OH

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CONC

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CONC

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SWK

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CONC

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CONC

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CONC

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CONC

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COLUMN

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COLUMN

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RAMP

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STEP

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CONC

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COLUMN

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CONC

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12" WIDE CONC WALL

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CONC SWK

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CONC SWK

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RAMP

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CONC

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BLD OH

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BLD OH

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EXISTING BUILDING

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EXISTING BUILDING

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EXISTING BUILDING

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EXISTING BUILDING

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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CONC

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EDGE GRASS

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EDGE GRASS

AutoCAD SHX Text DISCLAIMER: UTILITIES DEPICTED ARE BASED ON EVIDENCE FOUND IN THE FIELD, MUNICIPALITY AND/OR OTHER GOVERNMENT ENTITY AS-BUILT PLANS, CONTRACTOR PLANS AND OTHER DOCUMENTS OF RECORD. BARKER SURVEYING ASSUMES NO RESPONSIBILITY FOR UTILITIES THAT ARE NO LONGER IN USE, INSTALLED AFTER THE DATE OF ACTUAL SURVEY, NOT IDENTIFIED OR NOT LOCATED. THIS INCLUDES UTILITIES UPON PUBLIC OR PRIVATE PROPERTY. SPECIFIC UTILITY POSITIONS INDICATED ON THE GROUND SURFACE PROVIDED BY LOCATION SERVICES MAY VARY DUE TO UNDERGROUND DETECTION CAPABILITIES.

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DRAWN BY:

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SCALE:

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DATE:

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LOCATION:

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SURVEY FOR

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JOB NUMBER:

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FAX (503) 363-2469

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PHONE (503) 588-8800

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SALEM, OREGON 97317

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3657 KASHMIR WAY SE

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EMAIL:GREG@BARKERWILSON.COM

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BARKER SURVEYING

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COUNTY, OREGON

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LAURUS DESIGNS

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OREGON STATE CORRECTIONAL INSTITUTION

AutoCAD SHX Text 42214

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SEC 4 SW, SEC 9 NW, SEC 8 NE, SEC 5 SE

AutoCAD SHX Text T8S, R2W, W.M.

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CITY OF SALEM

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MARION

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 10/27/2022

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BRH/RJC

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SHEET 1 OF 1

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SYMBOLS

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ABBREVIATIONS

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LINE TYPES

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SANITARY SEWER LINE

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STORM DRAIN LINE

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WATER LINE

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CATV LINE

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POWER LINE

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EASEMENT LINE

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FENCE LINE

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FIBER OPTIC LINE

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PHONE LINE

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GAS LINE

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COMMUNICATION LINE

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OVERHEAD LINE

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COM

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CATV

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CATV

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CATV

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CATV

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CATV

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CATV

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CATV

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COM

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COM

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COM

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COM

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COM

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COM

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COM

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FOC

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FOC

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FOC

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FOC

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FOC

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FOC

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FOC

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FOC

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GAS

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GAS

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GAS

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GAS

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GAS

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GAS

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GAS

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GAS

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OH LINES

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OH LINES

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OH LINES

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OH LINES

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OH LINES

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ELEC

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ELEC

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ELEC

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ELEC

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ELEC

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ELEC

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ELEC

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AutoCAD SHX Text W

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CATCH BASIN

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FDC

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ASPH

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ASPHALT

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AREA DRAIN

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ASSY

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ASSEMBLY

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BUILDING

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BLDG, BLD, BLDBLD

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BOTTOM OF WALL

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CABLE TELEVISION

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CATV

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CLEAN-OUT

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CONCRETE

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CONC

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CL,

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CENTERLINE

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DIP

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DUCTILE IRON PIPE

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EDGE OF GRAVEL

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EOP, EP

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ELEV

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EX, EXIST

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EXISTING

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ELEVATION

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EDGE OF PAVEMENT

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FIRE DEPT. CONNECTOR

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FEET

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FINISH FLOOR

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FINISH GRADE

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FIRE HYDRANT

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FIELD INLET

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FORCE MAIN

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GRAVEL

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GAS METER

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GATE POST

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GROUND SHOT

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GAS VALVE

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HANDICAP

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HYDRANT

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IRON ROD

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IRON PIPE

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GRAV

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HYD

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YPC

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YELLOW PLASTIC CAP

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WETLANDS MARKER

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WATER METER

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WLM

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WITH

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UTILITY

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UTIL

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UG, U/G

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UNDER GROUND

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TYPICAL

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TOP OF WALL

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TYP

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TRAFFIC SIGNAL

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TRANSFORMER

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TELEPHONE

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TEL

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SWK, S/W

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SIDEWALK

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TOP OF CURB

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SERVICE

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STORM DRAIN

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SVC

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SANITARY SEWER

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RIGHT-OF-WAY

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ROW, R/W

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R, RAD

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RADIUS

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POWER

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PWR

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PVC

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AutoCAD SHX Text P/L, AutoCAD SHX Text

PROPERTY LINE

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POWER POLE

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POLYVINYL CHLORIDE

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OVER-HEAD

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MANHOLE

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MAILBOX

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METER, MAIN

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LIGHT POLE

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JUNCTION BOX

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INVERT ELEVATION

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IRRIGATION

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IRR

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CATCH BASIN

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CLEANOUT

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FIRE HYDRANT

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MANHOLE STORM DRAIN

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MANHOLE SANITARY SEWER

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MANHOLE TELEPHONE

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AREA DRAIN

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WATER VALVE

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GAS VALVE

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LIGHT POLE

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UTILITY/POWER POLES

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TREES - *TREENAME* DIAMETER (INCHES)/DRIP RADIUS (FEET)

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PEDESTAL

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PED

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SIGN POST

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TEST PIT

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MONUMENT FOUND

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NOTE: DIAMETER MEASURED AT BREAST HEIGHT

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DOWN SPOUT

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GAS/POWER/WATER METER

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MAIL BOX

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IRRIGATION VALVE

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VAULT

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VLT

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EDGE OF GRAVEL LINE

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HIGH-DENSITY POLYETHYLENE

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HDPE

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EDGE OF VEGATION LINE

AutoCAD SHX Text TEMPORARY BENCHMARK SCRIBE "X" LOCATED ON THE SOUTH SIDE OF A WATER JUNCTION BOX NEAR THE NORTHERLY EXTENTS OF THE TOPOGRAPHIC SURVEY LIMITS.

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LAND SURVEYOR

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PROFESSIONAL

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REGISTERED

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GREGORY L. WILSON

AutoCAD SHX Text O R E G O N

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JULY 19, 1994

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EXPIRES: 6/30/2024

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

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AutoCAD SHX Text 40'

AutoCAD SHX Text 0'

ELEC

ELE

ELEC

WWWWWWWWWWWWWWWWWWWWWWWWWW

ELEC

W W

W W W W

103.73

BAR

C O

N "O

LPC

ST SEN

VAC

D S

VAC

D R

O P

VAC

C B

C O

E 99.13

E 99.38

BLD

VERIFY PIPE

CAP FLUSH IN

BOX

REMOVE/STORE

GIRAFFE SCULPTURES

AND RELOCATE PER PLANS

REMOVE AND STORE

BIRD BATH

REMOVE (5) LIGHTS

REMOVE FURNISHINGS

PLANTER WALL AND

PLANTS TO REMAIN

STOCK PILE AND

STAGING AREA

LOCATION TO BE

VERIFIED BY OSCI

EXISTING BUILDING

EXISTING SHRUBS

TO REMAIN

REMOVE CATCH BASIN,

CAP STORM PIPE

APPROXIMATE DRAINAGE TILE LOCATION BASED

ON HISTORICAL DRAWINGS. PIPE NOT LOCATED ON SURVEY,

ACTUAL LOCATION AND CONDITION UNKNOWN,

CONTRACTOR TO VERIFY WHEN REMOVING

CATCH BASIN

A D M I N I S T R A T I V E

B U I L D I N GV I S I T O R ' S

B U I L D I N G

REMOVE METAL BOX,

REPLACE WITH SMALL VALVE

BOX TO ACCESS EXISTING

WIRES, SET FLUSH WITH NEW

CONCRETE

REMOVE CARPET, SAW CUT

CONCRETE

EXISTING CONCRETE

TO REMAIN, REMOVE

EXTERIOR CARPET

REVISIONS

DATE

March 30th, 2023

1012 Pine Street 503.784.6494

Designs, NOTES INITIALS#

Silverton, Oregon

LLC

Laurus

PROJECT #: 1460P

OSCI Outdoor Visiting Area for Oregon Dept.

of Corrections

3405 Deer Park Dr. SE Salem, Oregon

, 2

D1.1

SHEET 3 OF 16

SCALE: 1"=10-0"

EROSION

CONTROL AND

DEMOLITION

PLAN

SCALE

0' 5' 10' 20'

General Notes:

1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE

SURVEY DRAWING. CALL BEFORE YOU DIG. NOTIFY

OWNER/OWNER'S REPRESENTATIVE OF CONFLICTS.

2. FOR MORE INFORMATION SEE EXISTING CONDITIONS

SURVEY SHEET S1.1.

3. EROSION CONTROL MEASURES SHALL BE

MAINTAINED IN SUCH A MANNER AS TO ENSURE

THAT SEDIMENT AND SEDIMENT-LADEN WATER DOES

NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE

APPLICABLE WATER QUALITY STANDARDS.

4. CONTRACTOR IS RESPONSIBLE FOR EROSION

CONTROL CONSTRUCTION, MAINTENANCE, AND

REPLACEMENT UNTIL ALL CONSTRUCTION IS

COMPLETED AND APPROVED.

5. ALL EXISTING AND NEWLY CONSTRUCTED INLETS

AND DRAINS SHALL BE PROTECTED UNTIL PAVEMENT

SURFACES ARE COMPLETED AND VEGETATION IS

ESTABLISHED.

6. STABILIZE CONSTRUCTION ENTRANCES AT

BEGINNING OF PROJECT AND MAINTAIN DURING

DURATION.

7. CONTRACTOR TO PROTECT EXISTING PAVEMENTS,

SITE STRUCTURES, AND VEGETATION TO REMAIN AT

ALL TIMES.

8. ALL MATERIALS SPILLED, DROPPED, WASHED, OR

TRACKED FROM VEHICLES ONTO ROADWAYS,

WALKWAYS, OR STORM DRAINS TO BE REMOVED

IMMEDIATELY.

9. STRIP EXISTING SOD AND TOPSOIL TO A 4" DEPTH.

STOCKPILE TOPSOIL AND SOD, MIX TO COMPOST SOD.

10. ALL SOILS EXCAVATED TO BE STOCKPILE ONSITE. DO

NOT MIX WITH REMOVED METAL, CONCRETE,

ASPHALT, OR OTHER DEBRIS/TRASH.

11. DISPOSE OF CONCRETE AND/OR ASPHALT OFF SITE.

12. PERMANENT VEGETATIVE EROSION CONTROL ON

DISTURBED AREAS SEE PLANTING PLAN.

13. SOIL PREPARATION, SEE PLANTING PLAN NOTES.

14. REMOVE SILT SACKS AND/OR BIO BAGS AT END OF

JOB OR TEMPORARILY IF NEEDED TO COMPLETE

DEMOLITION AND/OR CONSTRUCTION.

Legend:

REMOVE CONCRETE/ASPHALT,

CURBING

EXISTING SHRUBS TO REMAIN

EXISTING SHRUBS TO REMOVE

REMOVE EXISTING LIGHT FIXTURE

EXISTING LIGHT FIXTURE TO REMAIN

SILT SACK, INSTALL PER

MANUFACTURER'S INSTRUCTIONS

BIO BAGS MAY BE SUBSTITUTED,

PROTECT ALL SIDES OF CATCH BASINS

AND AREA DRAINS

GIRAFFE SCULPTURES AND BIRD BATH

STOCK PILE AND STAGING AREA

EXISTING CONCRETE/ASPHALT TO

REMAIN

CONSTRUCTION LIMITS

BID ADDENDA #1 1 06.06.23 LAA

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

FF=100.48

FF=104.36

FF=99.68

100.65 FG

99.17 AD(E)99.4 CO(E)

99.67 FG(E)

98.46 CB(E)

A D M I N I S T R A T I V E

B U I L D I N GV I S I T O R ' S

B U I L D I N G

G A T E H O U S E

EXISTING SHRUBS

TO REMAIN, TYP.

G A T E H O U S E

PATH

BENCH,

TYP.

LIGHT,

TYP.

BENCH

BENCH,

TYP.

LIGHT,

TYP.

FIRE

HYDRANT

FLAG

99.75

99.5

99.25

99.25 FG

100.25

100.5

100.75

99.33 FG

99.56FG

103.5

99.21 FG(E)

99.31 FG(E)

99.18 AD(E)

99.09 FG

99.38 FG

99.25 BW(E)

99.03 CB

99.33 FG

99.34 FG

99.33 FG

FFE

99.68

99.20 FG/TC

99.67 BR

100.17 TR

99.56 BR

100.06 TR

99.32 FG

99.25 FG

99.75

99.5

100.25

1.5%

99.4 FG 99.2 FG

PATH

ROUND ROCK

AND BOUDLERS,

TYP.

PATIO

1.5 % 1.5%

1.5%

DIRECTIONAL

SIGNAGE

WALKWAY

PERF PIPE

1.9

SENSOR

POSTS

DRAIN PIPE

99.06 BW(E)

EXISTING

WALKWAY

REMAIN

99.67 AD(E)

WATER FEATURE:

SEE SHEET L2.7

CONFIRM TURF

MOUND SLOPE WITH

PLAYGROUND

CONTRACTOR AND

SLIDE INSTALLATION

4" DIA. SLEEVE, TYP.

GRADE BREAK

99.4 FG(E)

99.57 FG(E)

99.56 FG(E)

99.67 FG(E)

REVISIONS

DATE

March 30th, 2023

1012 Pine Street 503.784.6494

Designs, NOTES INITIALS#

Silverton, Oregon

LLC

Laurus

PROJECT #: 1460P

OSCI Outdoor Visiting Area for Oregon Dept.

of Corrections

3405 Deer Park Dr. SE Salem, Oregon

, 2

L1.1

SHEET 4 OF 16

SCALE: 1"=10-0"

GRADING AND

DRAINAGE

PLAN

SCALE

0' 5' 10' 20'

General Notes:

1. VERIFY ALL UTILITIES AND EASEMENTS. CALL BEFORE

YOU DIG. NOTIFY OWNER/OWNER'S

REPRESENTATIVE OF CONFLICTS.

2. FOR EXISTING CONDITIONS SEE SURVEY SHEET S1.1.

3. LAYOUT PLAN SEE SHEET L2.1.

4. EXCAVATED SOIL AND SUBGRADE TO BE RELOCATED

ON SITE TO CONSTRUCT LOW BERMS EXCEPT FOR

MOUND WITHIN PLAYGROUND.

5. SEE DETAIL 4, 5 SHEET L2.5 FOR PLAYGROUND

MOUND AND RAISED POURED IN PLACE RUBBER

SURFACING.

6. COORDINATE PLAYGROUND GRADING AND

SURFACING WITH SURFACING COMPANY.

7. ADDITIONAL GRADING NOTES AND SECTIONS A - D

SEE SHEET L1.2.

SPOT ELEVATION

AREA DRAIN (EXISTING)

BOTTOM OF RUBBER SURFACING MOUND

BOTTOM OF WALL (EXISTING)

CATCH BASIN

CATCH BASIN (EXISTING)

FINISHED GRADE

FINISHED GRADE (EXISTING)

TOP OF CURB

TOP OF RUBBER SURFACING MOUND

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED CONTOUR

SLOPE AND DIRECTION

4" PERF. PIPE DRAIN, SEE DETAIL 2, SHEET L2.5

CATCH BASIN STORM DRAIN PIPE TO EXISTING

DRAINAGE SYSTEM

SLEEVING, VERIFY LOCATIONS WITH OWNER,

DOCUMENT FINAL LOCATIONS ON AS-BUILTS

SEE IRRIGATION PLAN FOR ADDITIONAL

INFORMATION

AD(E)

BW(E)

CB(E)

FG(E)

Legend:

BID ADDENDA #1 1 06.06.23 LAA

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

100'

102'

104'

98'

H: 1 V: 1

100'

102'

104'

98'

H: 1 V: 1

A' B B'

106' 106'

100'

102'

104'

98'

H: 1 V: 1

106'

100'

102'

104'

98'

H: 1 V: 1

D D'

106'

REVISIONS

DATE

March 30th, 2023

1012 Pine Street 503.784.6494

Designs, NOTES INITIALS#

Silverton, Oregon

LLC

Laurus

PROJECT #: 1460P

OSCI Outdoor Visiting Area for Oregon Dept.

of Corrections

3405 Deer Park Dr. SE Salem, Oregon

, 2

L1.2

SHEET 5 OF 16

GRADING AND

DRAINAGE

NOTES AND

DETAILS

General Notes:

1. VERIFY ALL UTILITIES AND EASEMENTS. CALL BEFORE

YOU DIG. NOTIFY OWNER/OWNER'S

REPRESENTATIVE OF CONFLICTS.

2. FOR EXISTING CONDITIONS SEE SURVEY SHEET S1.1.

3. GRADING PLAN SEE SHEET L1.1.

4. EXCAVATED SOIL AND SUBGRADE TO BE RELOCATED

ON SITE TO CONSTRUCT LOW BERMS EXCEPT FOR

MOUND WITHIN PLAYGROUND.

5. SEE DETAIL 4,5 SHEET L2.5 FOR PLAYGROUND

MOUND AND RAISED POURED IN PLACE RUBBER

SURFACING.

6. COORDINATE PLAYGROUND GRADING AND

SURFACING WITH SURFACING COMPANY.

GENERAL

1. CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF APPROVED

DRAWINGS ON THE CONSTRUCTION SITE AT ALL TIMES WHEREON

ALL APPROVED DEVIATIONS IN CONSTRUCTION FROM THE

APPROVED DRAWINGS WILL BE RECORDED, AS WELL AS THE

LOCATIONS AND DEPTHS OF ALL EXISTING UTILITIES

ENCOUNTERED. THESE FIELD RECORD DRAWINGS SHALL BE KEPT

UP TO DATE AT ALL TIMES AND SHALL BE AVAILABLE FOR

INSPECTION BY THE OWNER OR OWNER'S REPRESENTATIVE UPON

REQUEST.

2. UPON COMPLETION OF CONSTRUCTION OF ALL NEW FACILITIES,

CONTRACTOR SHALL SUBMIT A CLEAN SET OF FIELD RECORD

DRAWINGS CONTAINING ALL AS-BUILT INFORMATION TO THE

ENGINEER. ALL INFORMATION SHOWN ON THE CONTRACTOR'S

FIELD RECORD DRAWINGS SHALL BE SUBJECT TO VERIFICATION. IF

SIGNIFICANT ERRORS OR DEVIATIONS ARE NOTED, AN AS-BUILT

SURVEY PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL

LAND SURVEYOR SHALL BE COMPLETED AT THE CONTRACTOR'S

EXPENSE.

3. THE CONTRACTOR SHALL RETAIN AND PAY FOR THE SERVICES OF A

REGISTERED LAND SURVEY LICENSED IN THE STATE OF OREGON TO

ESTABLISH CONSTRUCTION CONTROL AND PERFORM INITIAL

CONSTRUCTION SURVEYS TO ESTABLISH THE LINES AND GRADES OF

IMPROVEMENTS AS INDICATED ON THE DRAWINGS. STAKING FOR

STRUCTURES, CURBS, GRAVITY DRAINAGE PIPES/STRUCTURES AND

OTHER CRITICAL IMPROVEMENTS SHALL BE COMPLETED USING

EQUIPMENT ACCURATE TO 0.04 FEET HORIZONTALLY AND 0.02

FEET VERTICALLY, OR BETTER. THE REGISTERED PROFESSIONAL

SURVEYOR SHALL PROVIDE THE OWNER WITH COPIES OF ALL

GRADE SHEETS FOR CONSTRUCTION STAKING PERFORMED FOR THE

PROJECT.

4. CONTRACTOR IS SOLELY RESPONSIBLE FOR ASSURING THAT ANY

SITE OR UTILITY WORK MEETS OR EXCEEDS ANY AND ALL LEGAL

REQUIREMENTS AND ANY AND ALL INDUSTRY BEST PRACTICES IN

THE DESIGN, CONSTRUCTION AND/OR PERFORMANCE OF SUCH

SITE OR UTILITY WORK. CONTRACTOR IS SOLELY RESPONSIBLE FOR

PAYMENT OF ANY ASSESSMENT, FINE, PENALTY, CLAIM, DAMAGES

OR COSTS THAT RESULT FROM CONTRACTOR'S (A) PERFORMING

SITE OR UTILITY WORK OR (B) FAILING TO PERFORM SITE OR UTILITY

WORK THAT MEETS OR EXCEEDS ANY AND ALL LEGAL

REQUIREMENTS AND INDUSTRY BEST PRACTICES.

5. CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED TESTING AND

INSPECTIONS INCLUDING THOSE REQUESTED BY OWNER/OWNER'S

REPRESENTATIVE AND/OR REQUIRED BY LOCAL OR STATE

JURISDICTIONS.

6. CONTRACTOR TO PROVIDE A SAFE, ACCESSIBLE ROUTE TO VISITOR'S

BUILDING. NOTIFY OWNER ONE WEEK IN ADVANCE OF WORK

THAT WILL AFFECT ENTRY INTO VISITOR'S BUILDING.

EXISTING UTILITIES & FACILITIES:

7. THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN

ON THE DRAWINGS ARE COMPILED FROM AVAILABLE RECORDS

AND FIELD SURVEYS. THE OWNER, OWNER'S REPRESENTATIVE,

AND THE UTILITY COMPANIES DO NOT GUARANTEE THE

ACCURACY OR THE COMPLETENESS OF SUCH RECORDS.

CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND SIZES OF ALL

EXISTING UTILITIES PRIOR TO CONSTRUCTION.

8. ONSITE UTILITIES THAT ARE ABANDONED IN PLACE, OR

INTERFERING PORTIONS OF UTILITIES, SHALL BE REMOVED BY THE

CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE

WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED

ENDS OF ABANDONED UTILITIES AFTER APPROPRIATE

VERIFICATION PROCEDURES HAVE TAKEN PLACE (GROUT OR

CONCRETE PLUGS, IF USED, SHALL BE INSTALLED TO FILL THE FULL

PIPE DIAMETER FOR A DISTANCE OF TWO TIMES THE PIPE

DIAMETER.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING

CONSTRUCTION ACTIVITIES TO ENSURE THAT, DRIVEWAYS, ACCESS

ROUTES, PUBLIC STREETS AND RIGHT-OF-WAYS ARE KEPT CLEAN OF

MUD, DUST OR ROCK.

10. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE

WATERING OF THE SITE BY THE CONTRACTOR.

GRADING, PAVING & DRAINAGE:

11. CLEAR AND GRUB WITHIN WORK LIMITS ALL SURFACE

VEGETATION, STUMPS, BRUSH, ROOTS, ETC. DO NOT DAMAGE OR

REMOVE PLANTS EXCEPT AS SHOWN OR NOTED ON THE

DRAWINGS, OR AS APPROVED BY THE OWNER'S REPRESENTATIVE.

12. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER, WHICH

CANNOT BE COMPACTED INTO A STABLE MASS. ALL VEGETATION,

BRUSH, AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR

GRADING SHALL BE USED AS COMPOST ONSITE OR DISPOSED OF

OFF-SITE BY OWNER'S REQUEST.

13. EXCEPT AS OTHERWISE NOTED, IMMEDIATELY FOLLOWING

STRIPPING AND GRADING OPERATIONS, COMPACT SUBGRADE TO

95% OF THE MAXIMUM DRY DENSITY PER AASHTO T-180 TEST

METHOD (MODIFIED PROCTOR). SUBGRADE MUST BE INSPECTED

AND APPROVED BY THE OWNER OR OWNER'S AUTHORIZED

REPRESENTATIVE BEFORE PLACING EMBANKMENTS, ENGINEERED

FILLS OR FINE GRADING FOR BASE ROCK.

14. ENGINEERED FILLS SHALL BE CONSTRUCTED AND COMPACTED IN

6-INCH LIFTS OVER APPROVED SUBGRADE.

15. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE

OWNER OR OWNER'S REPRESENTATIVE IF PROOF-ROLLS ARE

REQUIRED.

16. UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR DETAILS,

STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE

ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN(EXCEPTION:

WHERE GRADES SHOWN CROSS SIDEWALKS, SLOPES SHALL BE

ADJUSTED TO ENSURE THAT MAXIMUM ALLOWABLE SIDEWALK

CROSS SLOPES ARE NOT EXCEEDED).

17. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS,

MONUMENT BOXES, GAS VALVES, WATER VALVES AND SIMILAR

STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE

PAVEMENT, SIDEWALK, OR LANDSCAPED AREA WHEREIN THEY LIE.

VERIFY THAT ALL VALVE BOXES AND RISERS ARE CLEAN AND

CENTERED OVER THE OPERATING NUT.

18. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL

SLOPES SHALL BE CONSTRUCTED STEEPER THAN 2H:1V.

19. ALL PLANTER AREAS, SHALL BE BACKFILLED WITH APPROVED

TOPSOIL MINIMUM 8" THICK. STRIPPING MATERIALS SHALL NOT BE

USED FOR PLANTER BACKFILL.

20. CONTRACTOR SHALL SEED AND MULCH ALL EXPOSED SLOPES AND

DISTURBED AREAS WHICH ARE NOT SCHEDULED TO BE

LANDSCAPED, INCLUDING TRENCH RESTORATION AREAS. MULCH

SHALL BE EITHER HYDROMULCH OR FINELY CHOPPED FESCUE OR

RYEGRASS MULCH.

SIDEWALKS/CURBS/OTHER CONCRETE:

21. CONSTRUCTION OF ALL CONCRETE SIDEWALKS SHALL CONFORM

TO THE APPLICABLE REQUIREMENTS OF OSSC (ODOT/APWA)

SECTION 00759, MISCELLANEOUS PORTLAND CEMENT CONCRETE

STRUCTURES, INCLUDING PLACEMENT, CURING, FINISHING AND

THE REPAIRING OF MINOR DEFECTS. MAJOR DEFECTS (AS

DETERMINED BY THE OWNER'S REPRESENTATIVE) WILL REQUIRE

REMOVAL AND REPLACEMENT OF THE DEFECTIVE PORTIONS AS

DIRECTED.

22. STANDARD SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES AND

SIDEWALKS FOR HEAVY EQUIPMENT ACCESS SHALL BE MINIMUM

8-INCHES THICK. ALL CURBS, SIDEWALKS AND PATIOS SHALL BE

CONSTRUCTED USING 3300-PSI CONCRETE, AND SHALL BE CURED

WITH TYPE 1 OR TYPE 1D.

23. CLEAR CURING COMPOUND. ALL SIDEWALKS SHALL BE ADA

COMPLIANT.

24. FINISH SIDEWALK GRADES AT TRANSITION TO EXISTING SIDEWALKS

SHALL MATCH EXISTING SIDEWALK GRADES AS REQUIRED TO FORM

A CONTINUOUS, SMOOTH, FREE DRAINING SURFACE. THE

CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN

WRITING OF ANY GRADE DISCREPANCIES OR PROBLEMS PRIOR TO

SIDEWALK PLACEMENT.

25. CURB, PATIO, AND SIDEWALK CONCRETE SHALL BE PLACED ONLY

DURING PERIODS WHEN IT WILL NOT BE DAMAGED BY RAIN

(PROTECT UNHARDENED CONCRETE FROM PRECIPITATION).

CONCRETE SHALL NOT BE PLACED ON FROZEN BASEROCK. DO NOT

BEGIN CONCRETE PLACEMENT UNTIL TEMPERATURE IN THE SHADE

IS A MINIMUM OF 35°F AND RISING, AND STOP PLACEMENT IF AIR

TEMPERATURE FALLS BELOW 35°F. PROTECT CONCRETE FROM

FREEZING FOR A MINIMUM OF 5 DAYS AFTER PLACEMENT PER OSSC

(ODOT/APWA) 0000440.40.D & 00756.40 OR THE PROJECT

SPECIFICATIONS, WHICHEVER IS MORE STRINGENT.

26. CONTRACTION JOINTS SHALL BE INSTALLED DIRECTLY OVER ANY

PIPES THAT CROSS UNDER THE SIDEWALK, TO CONTROL CRACKING.

IN GENERAL, CRACKS IN NEW CURBS OR SIDEWALKS (AT

LOCATIONS OTHER THAN CONTRACTION JOINTS) ARE NOT

ACCEPTABLE, AND CRACKED PANELS SHALL BE REMOVED &

REPLACED UNLESS OTHERWISE APPROVED BY THE OWNER.

27. ALL SIDEWALKS SHALL BE ADA COMPLIANT. DIRECTION OF

SIDEWALK CROSS SLOPE SHALL CONFORM WITH THE SLOPE

DIRECTION SHOWN ON THE GRADING PLAN. SIDEWALK CROSS

SLOPES SHALL NOT EXCEED 1:50 (2%) NOR BE LESS THAN 1%.

LONGITUDINAL SLOPE SHALL NOT EXCEED 1:20 (5%).

28. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, AREAS ALONG

CURBS AND SIDEWALKS SHALL BE BACKFILLED WITH APPROVED

TOPSOIL (TYPICAL 6” THICK), AS WELL AS BEING SEEDED AND

MULCHED (OR HYDROSEEDED).

PIPED UTILITIES

29. THE CONTRACTOR SHALL HAVE APPROPRIATE EQUIPMENT ON SITE

TO PRODUCE A FIRM, SMOOTH, UNDISTURBED SUBGRADE AT THE

TRENCH BOTTOM, TRUE TO GRADE. THE BOTTOM OF THE TRENCH

EXCAVATION SHALL BE SHALL BE SMOOTH, FREE OF LOOSE

MATERIALS OR TOOTH GROOVES FOR THE ENTIRE WIDTH OF THE

TRENCH PRIOR TO PLACING THE GRANULAR BEDDING MATERIAL.

30. ALL PIPES SHALL BE BEDDED WITH MINIMUM 6-INCHES OF 3/4"-0

GRANULAR BACKFILL (CRUSHED ROCK) BEDDING AND BACKFILLED

WITH COMPACTED 3/4"-0 GRANULAR BACKFILL IN THE PIPE ZONE

(GRANULAR BACKFILL SHALL EXTEND A MINIMUM OF 12-INCHES

OVER THE TOP OF THE PIPE IN ALL CASES). UNLESS CLSM, CDF OR

OTHER BACKFILL IS SHOWN OR NOTED ON THE DRAWINGS,

GRANULAR TRENCH BACKFILL SHALL BE USED UNDER ALL

IMPROVED AREAS, INCLUDING PAVEMENT, SIDEWALKS,

FOUNDATION SLABS, BUILDINGS, ETC.

31. GRANULAR TRENCH BEDDING AND BACKFILL SHALL CONFORM TO

THE REQUIREMENTS OF OSSC (ODOT/APWA) 02630.10 (DENSE

GRADED BASE AGGREGATE), 3/4"-0.

32. GRANULAR TRENCH BACKFILL COMPACTION. GRANULAR TRENCH

BEDDING AND GRANULAR BACKFILL IN THE PIPE ZONE SHALL BE

COMPACTED TO BE FIRM AND UNYIELDING, EVEN THOUGH

COMPACTION TESTING IS NOT REQUIRED IN THIS ZONE. UNLESS

OTHERWISE SHOWN ON THE DRAWINGS, GRANULAR TRENCH

BACKFILL ABOVE THE PIPE ZONE SHALL BE COMPACTED TO 92% OF

THE MAXIMUM DRY DENSITY PER AASHTO T-180 TEST METHOD

(MODIFIED PROCTOR), AND SHALL TESTED IN LIFTS FOR DEEPER

TRENCHES.

33. IF TRENCHES ARE OVER- EXCAVATED FOR ANY REASON,

OVER-EXCAVATION SHALL BE FILLED TO THE DESIGN TRENCH

SUBGRADE (IE. TO THE BOTTOM OF THE 6" THICK PIPE BEDDING

LAYER) WITH COMPACTED, WELL-GRADED GRANULAR BACKFILL

AS SPECIFIED (THE USE OF OPEN GRADED ROCK FOR TRENCH

FOUNDATION STABILIZATION IS PROHIBITED UNLESS IT IS

COMPLETELY ENCAPSULATED IN GEOTEXTILE FABRIC & APPROVED

IN WRITING BY THE OWNER).

34. ALL NEW STORM PIPING SHALL HAVE AN ELECTRICALLY

CONDUCTIVE INSULATED 12 GAUGE SOLID CORE COPPER TRACER

WIRE THE FULL LENGTH OF THE

35. INSTALLED PIPE USING BLUE WIRE FOR WATER AND GREEN WIRE

FOR STORM. TRACER WIRE SHALL BE EXTENDED UP INTO ALL

VALVE BOXES, CATCH BASINS, AND LATERAL CLEANOUT BOXES.

ALL TRACER WIRE SPLICES SHALL BE MADE WITH WATERPROOF

SPLICES OR WATERPROOF/CORROSION RESISTANT WIRE NUTS.

36. BEFORE FINAL ACCEPTANCE ALL TRENCH COMPACTION SHALL BE

COMPLETED AND ALL STORM DRAINS, FLUSHED & CLEANED TO

REMOVE ALL MUD, DEBRIS & FOREIGN MATERIAL FROM THE

PIPELINES, AND/OR CATCH BASINS.

Site Grading and Drainage Notes:

FILL AS SPECIFIED

BEYOND EACH SIDE OF PAVING.

EXTEND IRRIGATION SLEEVE 6"

METALIC TRACE TAPE / WIRE

SCHEDULE 40 P.V.C. SLEEVES

SURFACES = 24" MIN.

DEPTH OF LINES UNDER DRIVING

PAVING

NOTES:

ROOFING NAIL TO MARK SLEEVE

(2X LINE SIZE UNLESS NOTED

OTHERWISE ON PLANS)

SLEEVES AT PAVING

SCALE: NTS

L1.2

N O

DEPTH = 18" MIN.

METALIC TRACE TAPE / WIRE

TYPICAL PI[E

PIPE BEDDING

BACKFILL, SEE NOTES

V A

TRENCHING

SCALE: NTS

L1.2

PROPOSED EXISTING

SECTION A - A': EARTH BERM

SCALE: NTS

L1.2

PROPOSED

EXISTING

PROPOSED EXISTING

PROPOSED

EXISTING

SECTION B - B': GRAVEL/CONCRETE MOUND

SCALE: NTS

L1.2

SECTION C - C': EARTH BERM

SCALE: NTS

L1.2

SECTION D - D': EARTH BERM

SCALE: NTS

L1.2

BID ADDENDA #1 1 06.06.23 LAA

AT PAVING

A D M I N I S T R A T I V E B U I L D I N G

CONCRETE

L2.5

V I S I T O R ' S B U I L D I N G

1/4 MINUS

CRUSHED

ROCK

4' WIDE 1/4 MINUS

CRUSHED ROCK

PATHWAY

EQUIPMENT ACCESS

8" THICK REINFORCED

CONCRETE, JOG TO

FOLLOW SCORING

PATTERN

POURED IN PLACE

RUBBER SAFETY

SURFACING

(1,830 SF)

SYNTHETIC TURF

ISLAND (318 SF)

CURVED

BENCH

8' CONCRETE

WALKWAY

FIRE

HYDRANT

CONCRETE

PATIO

BARBEQUE WITH

5'X8' CANOPY COVER

20' X 24'' SHADE SAIL WITH 4 POSTS,

POST SIZE AND FOOTING BY

MANUFACTURER

CONCRETE

BENCH, TYP.

STAIRS

G A T E H O U S E

DIRECTIONAL

SIGNAGE BY OWNER

EXISTING

CONCRETE TO

REMAIN

EXISTING

CONCRETE TO

REMAIN

EXISTING LIGHT

TO REMAIN, TYP.

FLAPOLE

R20'

43'-8"

'-2

6'- 5"

CONCRETE

6" WIDE

CONCRETE

CURB

10'-3"

11' -9

4'-1"

2'-9"

(3) BOULDERS

IN RUBBER16'

-2

PLAYGROUND

EQUIPMENT AND

SURFACING PLAN

SEE SHEET L2.3

63'-11"

72'-11"

R14'-10

R10'-9"

R8'-8"

R9'

R8'-9"

7'- 3"

20'-8"

21'

C L

4' 9'-7"

25'-5"2' 2'

49'-5"

SCORE LINES AS SHOWN

SCORE LINES

AS SHOWN

METAL EDGING

L2.5

L2.6

L2.5

L2.4

SCORE LINES

AS SHOWN

L2.5

L2.4

CONCRETE

BENCH, TYP.L2.6

CONCRETE

BENCH, TYP. L2.6

CONCRETE

BENCH, TYP.L2.6

6' BENCH, TYP.

L2.4

CURVED

BENCH

CURVED

BENCH L2.4

1/4 MINUS

CRUSHED

ROCK L2.4

L2.4

DRY CREEK BED

WITH BOULDERS

ROCK

WATERFALL

ROCK WATERFALL

(3) LONG

BOULDERS FOR

SEATING

4'-6"

9'-11"

36'

2'-11"

5' -5

28'-2"

21'-4"

10'

33'-6"

25'-3"

35'-5"

6' -1

4' 4'

4'-6"

11'-4"

24'-2"

31'-5"

15'-11"

2'-8"

R21'-4"

R8'

R27'-5"

R16' -5"

R18'-9"

R1 6'

-9

R8'-1" R28'-4"

R23'

R25'-10"

R8'-7"

R27'-1"

R29'-3"

ALIGN SCORE LINE

AND EDGE OF

CONCRETE

L2.7

1 ROUND

ROCK

(3) 6' BENCH,

CONFIRM

LOCATION WITH

LANDSCAPE

ARCHITECT

L2.4

24'-1"4'

L2.7

R45'-7"

R11'-1"

8'- 7"

R12'-1"

CENTER OF

ELLIPSE

23'-9"

6'- 4" 9'-11"

R22'-2"

R14'-2"

21'-10"

4'-4"

CONCRETE

WATER

FEATURE L2.7

POURED IN PLACE

RUBBER SURFACE

RAISED AREAS

L2.4

ALIGN

SCORELINES

WITH NEW

CONCRETE

NEW/EXISTING

CONCRETE

L2.4

(2) BOULDERS

IN PLANTER

A C

6'-9"

42'-5"

'-1

'-4"

14'-3"

18'-7"

LIGHT POLE

FOOTING,

TYP.L2.6

3'- 2"

C LC L

22'-8"

26'- 9"

L2.4

L2.5

L2.6

CATCH

BASIN

L2.5

4" PERF PIPE

L2.5

L2.4

L2.6

L2.4

ALIGN SCORE LINE

AND EDGE OF

CONCRETE

SCORE LINES AS SHOWN

L2.4

SENSOR POSTS

44'-9"

56'-1"

EXISTING CONCRETE /

NEW 8" THICK CONCRETE

L2.4

REVISIONS

DATE

March 30th, 2023

1012 Pine Street 503.784.6494

Designs, NOTES INITIALS#

Silverton, Oregon

LLC

Laurus

PROJECT #: 1460P

OSCI Outdoor Visiting Area for Oregon Dept.

of Corrections

3405 Deer Park Dr. SE Salem, Oregon

, 2

L2.1

SHEET 6 OF 16

SCALE: 1"=10-0"

LAYOUT

PLAN

SCALE

0' 5' 10' 20'

L2.4

General Notes:

1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE

SURVEY DRAWING. CALL BEFORE YOU DIG. NOTIFY

OWNER/OWNER'S REPRESENTATIVE OF CONFLICTS.

2. FOR EXISTING CONDITIONS SEE SURVEY SHEET S1.1.

3. GRADING AND DRAINAGE PLAN SEE SHEET L1.1.

4. PLANTING PLAN SEE SHEET L3.1.

5. CHILDREN'S PLAY AREA EQUIPMENT AND SURFACE

TO CONFORM TO CPSC AND ASTM PLAYGROUND

STANDARDS AND GUIDELINES.

6. LIGHTING PLAN SEE SHEET L2.2.

7. PLAYGROUND EQUIPMENT DETAILS AND SURFACING

DETAILS SEE SHEET L2.3.

10. ALL BRAND/MANUFACTURER'S NAMES ARE FOR

BASIS OF DESIGN AND MAY BE SUBSTITUTED AS

APPROVED EQUALS.

Legend:

PLANTER AREAS, SEE PLANTING PLAN SHEET L3.1.

CONCRETE, SCORE AS SHOWN, EQUAL

SPACES WHERE POSSIBLE, ALIGN

JOINTS AS SHOWN, EXPANSION

JOINTS AT STRUCTURES AND

SEPARATE CONCRETE FEATURES,

LIGHT BROOM FINISH, NO SHINERS

4 MINUS CRUSHED ROCK

PATHWAYS/AREAS WITH

METAL EDGING

ROCK BOULDERS:

LARGE VALLEY BOULDERS

A: 1' DIA. - 1.5' DIA.

B: 1.5' DIA. - 2' DIA.

C: 3' DIA.

D: 4' LONG, 18" HT.

POURED IN PLACE RUBBER SURFACE, SEE SHEET

L2.3 FOR COLORS

2" ENDURAFLEX SYSTEM, STANDARD COLORS

CONTACT PARK N PLAY NORTHWEST

503 . 798 . 7504

SYNTHETIC TURF

2" FLEXGRASS CFH TURF SYSTEM WITH 1 1

RUBBER CUSHION

CONTACT PARK N PLAY NORTHWEST

503 . 798 . 7504

ROUND ROCK FOR WATER

FEATURE AND DRY CREEK BED

GRAY, 2"-6" DIA., 6" DEPTH

BENCHES:

BENCH WITH BACK (4)

MANUFACTURER: TIMBER FORM COLUMBIA CASCADE

STYLE/SIZE: 2140-6 CONTOUR BENCH

COLOR: DOUGLAS FIR

FRAME COLOR: POWDERCOAT BLACK

EMBEDMENT MOUNT

ROUND CONCRETE BENCH (3)

MANUFACTURER: BENSON OUTDOORS

MODEL/SIZE: TF5118 / 36" DIA.

COLOR: ACID WASH BUFF

SQUARE CONCRETE BENCH (2)

MANUFACTURER: BENSON OUTDOORS

MODEL/SIZE: TF5119 / 36" SQ.

COLOR: ACID WASH SAND

PEBBLE STOOL

(2) SMALL AND (5) MEDIUM

MANUFACTURER: TOURNESOL

STYLE: YC-01 AND YC-02

COLOR: SMALL STOOL MIST (2)

MEDIUM STOOL CELERY (3)

MEDIUM STOOL CLAY (2)

CURVED WOODEN BENCH

(3) CUSTOM RADIUS AND LENGTH, SEE LAYOUT PLAN

MANUFACTURER: TIMBER FORM COLUMBIA CASCADE

STYLE: CUSTOM RADIAL DOUGLAS FIR SLATS

FRAME: POWDERCOAT BLACK

EMBEDMENT MOUNT

BARBEQUE

OWNER SELECT

PREFABRICATED BARBEQUE GAZEBO/COVER KIT

OWNER FURNISH

SHADE SAIL WITH POST SYSTEM

MANUFACTURER: PLAYGROUND OUTFITTERS

MODEL: RECTANGLE HYPERBOLIC SAIL SHADE 20' X 24'

FABRIC COLOR: TRUE BLUE / TURQUOISE

POST COLOR: POWDER COAT SPRING GREEN

MOUNT: EMBEDMENT MOUNT PER MANUFACTURER

-OR APPROVED EQUAL-

WATER FEATURE BOULDERS/WATERFALL:

LARGE VALLEY BOULDERS

QUANTITY AND SIZES TO BE COORDINATED

WITH OWNER AND/OR OWNER'S

REPRESENTATIVE

L2.4

L2.5

L2.7

L2.6

L2.4

L2.5

L2.6

L2.4

L2.6

L2.4

BID ADDENDA #1 1 06.06.23 LAA

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

EIVIN

A D M I N I S T R A T I V E

B U I L D I N GV I S I T O R ' S

B U I L D I N G

EXISTING SHRUBS

TO REMAIN, TYP.

G A T E H O U S E

PATIO

VISITOR'S

ENTRANCE

PATIO

PLAY AREA

WATER FEATURE

PATH-

WAY

PATH

BENCH,

TYP.

BOULDER,

TYP.

BENCH,

TYP.

LIGHT,

TYP.

DIRECTIONAL

SIGNAGE

FIRE

HYDRANT

FLAG

EXISTING LIGHT

TO REMAIN

COORDINATE CONNECTIONS/

ELECTRICAL PHASING WITH

ELECTRICAL CONTRACTOR AND

OWNER

Lighting Schedule

SYMBOL QTY MANUFACTURER/MODEL/DESCRIPTION

2 Outdoor, Covered GFCI Outlet for Pumps and Water Feature Accessories

Lutec Outside Street Light with One Head Die-Cast Aluminum LED Outdoor Hard Wired Lamp (Head & Pole)

6 Vista Lighting / Underwater 4217 / Standard 10W T3 Lamp, Black Plastic*

1 Irrigation Controller, See Irrigation Plan Sheet L4.1

*Or Approved Equal. LEDs may be substituted.

REVISIONS

DATE

March 30th, 2023

1012 Pine Street 503.784.6494

Designs, NOTES INITIALS#

Silverton, Oregon

LLC

Laurus

PROJECT #: 1460P

OSCI Outdoor Visiting Area for Oregon Dept.

of Corrections

3405 Deer Park Dr. SE Salem, Oregon

, 2

L2.2

SHEET 7 OF 16

SCALE: 1"=10-0"

GENERAL

LIGHTING

PLAN

SCALE

0' 5' 10' 20'

General Notes:

1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE

SURVEY DRAWING. CALL BEFORE YOU DIG. NOTIFY

OWNER/OWNER'S REPRESENTATIVE OF CONFLICTS.

2. FOR EXISTING CONDITIONS SEE SURVEY SHEET S1.1.

3. LAYOUT PLAN SEE SHEET L2.1.

4. ELECTRICAL CONTRACTOR TO COORDINATE

ELECTRICAL CONNECTIONS WITH OWNER.

5. IRRIGATION PLAN SEE SHEET L4.1.

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

(3) BOULDERS

IN RUBBER

C L

L2.5

4'-1"

2'-9"

'-5"

R10'-4"

21'-3"

8'-7"

'-7

9'-11"

8'-3"

20'-10"

2' -5

6'-2" 2'-7"

6'-8"

R15'-6"

R9'-1"

R5'-3"

R9'-8"

R11'-10"

R21'-5"

R14'-10"

R11'-3"

R1 6'

-1

2' -2

2'-1 0"

3'-9"

3'-1"

14'-5" 8'-5"

'-1

6'- 5"

CURB DIMENSIONS

SEE SHEET L2.1

SIDEWALK DIMENSIONS

SEE SHEET L2.1

CONCRETE

PATIO

CONCRETE BENCH,

TYP.

CONCRETE BENCH,

TYP.

RAISED RUBBER

SURFACING

L2.5

4'-10"

20'-7"

6'-4"

2'-8"

R7'-6"

R7'-7"

R7'- 2"

R6'-7"

R13'-5"

5'-8"

1'-6"

11'-1"

18'

15'-11"

R8'-8"

R9'-1"

12'-4"

11'-2"

C L

4' 4'-2"

4'-2"

TURF

MOUND

L2.5

POURED IN

PLACE

RUBBER

SURFACING

L2.5

REVISIONS

DATE

March 30th, 2023

1012 Pine Street 503.784.6494

Designs, NOTES INITIALS#

Silverton, Oregon

LLC

Laurus

PROJECT #: 1460P

OSCI Outdoor Visiting Area for Oregon Dept.

of Corrections

3405 Deer Park Dr. SE Salem, Oregon

, 2

L2.3

SHEET 8 OF 16

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

PLAYGROUND

LAYOUT

PLAN

SCALE

0' 2' 4' 8'

General Notes:

1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE

SURVEY DRAWING. CALL BEFORE YOU DIG. NOTIFY

OWNER/OWNER'S REPRESENTATIVE OF CONFLICTS.

2. FOR EXISTING CONDITIONS SEE SURVEY SHEET S1.1.

3. GRADING AND DRAINAGE PLAN SEE SHEET L1.1.

4. OVERALL LAYOUT PLAN SEE SHEET L2.1.

5. CHILDREN'S PLAY AREA EQUIPMENT AND SURFACE

TO CONFORM TO CPSC AND ASTM PLAYGROUND

STANDARDS AND GUIDELINES.

Legend:

SYNTHETIC TURF

2" FLEXGRASS WITH 1 1

2" RUBBER CUSHION

POURED IN PLACE RUBBER PLAY SURFACE,

2" ENDURAFLEX SYSTEM, 4' CRITICAL FALL HEIGHT

COLOR: STANDARD BEIGE RH30

POURED IN PLACE RUBBER PLAY SURFACE,

2" ENDURAFLEX SYSTEM, 4' CRITICAL FALL HEIGHT

COLOR: STANDARD BLUE RH20

POURED IN PLACE RUBBER PLAY SURFACE,

2" ENDURAFLEX SYSTEM, 4' CRITICAL FALL HEIGHT

COLOR: TURQUOISE RH26

Playground Equipment List:

DESIGN BASIS:

LITTLE TIKES COMMERCIAL

· ROLLER SLIDE

· SMALL FUN ROCK

· BLUE WHALE TAIL

· RAFT RIDER

· MUSHROOM STEPPERS

· STACKED TIMBER BALANCE (2)

PLAY AREA DESIGNED TO CONFORM WITH EQUIPMENT

SAFETY ZONES

1/2"1/8" BELOW SURFACE

BACKER ROD

#3-6" LONG SMOOTH

DOWEL @ 3' 0.C. (TWO

PER JOINT @ WALKS/

FACE OF SLAB

USE GRAY TWO COMPONENT

POURED RUBBER JOINT SEALANT

U L

EXPANSION JOINT

SCORE JOINT

SCORE / EXPANSION JOINT DETAIL

SCALE: NTS

L2.4

1/4"R1/4"

1/2"

CONCRETE / LANDSCAPE DETAIL

SCALE: NTS

L2.4

LANDSCAPE FINISH GRADE

SET 1/2" BELOW CONCRETE

4" THICK CONCRETE,

LIGHT BROOM FINISH,

3/4 MINUS CRUSHED

ROCK BASE

SCORE JOINTS, NO SHINERS

COMPACTED SUBGRADE

4" THICK CONCRETE DETAIL

SCALE: NTS

L2.4

EXPANSION JOINT,

SEE DETAIL THIS SHEET

4" THICK CONCRETE,

LIGHT BROOM FINISH,

3/4 MINUS CRUSHED

ROCK BASE

SCORE JOINTS, NO SHINERS

COMPACTED SUBGRADE

EXISTING CONCRETE

4" 4"

SPECIFIED BENCH, SEE

PLAN FOR LOCATIONS

1/2" DIA. ANCHOR BOLT

WITH TAMPER RESISTANT

HEAD IN LEAD SLEEVE

LEG ANCHOR PLATE,

SIZE VARIES

CONCRETE PAVEMENT

DETAIL FOR REFERENCE

SCALE: NTS

L2.4

GRAVEL PATH / LANDSCAPE

SCALE: NTS

L2.4

LANDSCAPE

METAL EDGING AT GRAVEL

PATH AND LANDSCAPE

SET TOP OF EDGING 1/4"

HIGHER THAN GRAVEL PATH

3" THICK 3/4 MINUS

CRUSHED ROCK BASE

3" THICK 1/4 MINUS CRUSHED ROCK,

COMPACTED OVER FILTER FABRIC

CONCRETE

3" THICK 3/4 MINUS

CRUSHED ROCK BASE

1/4" MINUS CRUSHED ROCK,

COMPACTED OVER FILTER FABRIC

GRAVEL PATH / CONCRETE

SCALE: NTS

L2.4

8" THICK CONCRETE DETAIL

SCALE: NTS

L2.4

EXPANSION JOINT 8" THICK CONCRETE,

LIGHT BROOM FINISH,

3/4 MINUS CRUSHED

ROCK BASE

SCORE JOINTS, NO SHINERS

COMPACTED SUBGRADE

6 X 6 #10 WWM OR

#3 BAR BOTH DIRECTIONS

8" 6"

L2.4

CONCRETE (4")

4" 4"

MOUNT / CONCRETE

SCALE: NTS

L2.4

#4 REBAR

1'-3"

CONCRETE

3/4 MINUS CRUSHED

ROCK BASE4"

BENCH LEGCONCRETE

WALKWAYL2.4

COMPACTED SUBGRADE

MOUNT / LANDSCAPE

SCALE: NTS

L2.4

#4 REBAR

1'-6"

1'-3"

CONCRETE

3/4 MINUS CRUSHED

ROCK BASE4"

BENCH LEG

LANDSCAPE

COMPACTED SUBGRADE

2" -6

1'-6"

BENCH EMBEDMENT BENCH EMBEDMENT GENERAL SURFACE MOUNT

REVISIONS

DATE

March 30th, 2023

1012 Pine Street 503.784.6494

Designs, NOTES INITIALS#

Silverton, Oregon

LLC

Laurus

PROJECT #: 1460P

OSCI Outdoor Visiting Area for Oregon Dept.

of Corrections

3405 Deer Park Dr. SE Salem, Oregon

, 2

L2.4

SHEET 9 OF 16

CONSTRUCTION

DETAILS

General Notes:

1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE

SURVEY DRAWING. CALL BEFORE YOU DIG. NOTIFY

OWNER/OWNER'S REPRESENTATIVE OF CONFLICTS.

2. LAYOUT PLAN SEE SHEET L1.1.

NOTES FOR CONCRETE CURB:

2. EXPANSION JOINTS SHALL BE PLACED AT A 45' MAX SPACING.

1. CONCRETE SHALL BE 3000 PSI MIN. 3 1/2" SLUMP (MAX)

3. 1 1/2" DEEP CUT JOINTS TO BE PLACED AT 15' MAX SPACING.

4. MATCH JOINTS TO SIDEWALK WHERE OCCURS.

5. CURBS TO HAVE TROWEL FINISH

PLAY AREA CURB / LANDSCAPE

SCALE: NTS

L2.5

PLAY AREA CURB / LANDSCAPE

SCALE: NTS

L2.5

4" DRAIN ROCK

POUR IN PLACE AT EQUIPMENT

SCALE: NTS

L2.5

RUBBER COLOR TRANSITION

SCALE: NTS

L2.5

2/3 H T.

1/3 H T.

BOULDER, BURY 1

3 HT.

FOR NATURAL LOOK

POURED IN PLACE

RUBBER SURFACE

PRESS SURFACING

AROUND BOULDER TO

MINIMIZE GAPS

POUR IN PLACE AT BOULDERS

SCALE: NTS

L2.5

TOP LAYER RUBBER

SURFACING COLOR 2TOP LAYER RUBBER

SURFACING COLOR 1

OVERLAP COLORS

AS SHOWN

RUBBER BASE LAYER

4" THICK 34 MINUS 95%

COMPACTED ROCK

4" 2"

NON WOVEN

GEOTEXTILE FILTER

FABRIC

4" DIA. PERF PIPE

TOP LAYER RUBBER

SURFACING

RUBBER BASE LAYER

1'- 6"

4" THICK 34 MINUS 95%

COMPACTED ROCK

LANDSCAPE

TOP LAYER RUBBER

RUBBER BASE LAYER

4" THICK 34 MINUS 95%

COMPACTED ROCK

PLAYGROUND

EQUIPMENT

FOOTING BY

PLAYGROUND

INSTALLER

COMPACTED

SUBGRADE

4" 2"

TOP LAYER RUBBER

SURFACING

RUBBER BASE LAYER

1'- 6"

4" THICK 34 MINUS 95%

COMPACTED ROCK

LANDSCAPE

COMPACTED

SUBGRADE

COMPACTED

SUBGRADE

TOP LAYER RUBBER

SURFACING

RUBBER BASE LAYER

4" THICK 34 MINUS 95%

COMPACTED ROCK

COMPACTED

SUBGRADE

SYNTHETIC TURF

RUBBER BASE LAYER

2" THICK CONCRETE

SLURRY CAP OVER

COMPACTED GRAVEL

4 MINUS, 95% COMPACTED

CRUSHED ROCK, SEE

GRADING PLAN FOR HEIGHT

TRANSITION

SECURE BASE AND TURF TO

COMPACTED ROCK

SURFACE

COORDINATE SLIDE

FOOTING INSTALLATION

AND MOUND

CONSTRUCTION

SYNTHETIC TURF SURFACE/MOUND

SCALE: NTS

L2.5

ROUNDED, SMOOTH

TRANSITION TO

RAISED SURFACING

4" RAISED COMPACTED GRAVEL

SHAPED PER LAYOUT PLAN OVER

4" THICK COMPACTED GRAVEL

TOP LAYER RUBBER

SURFACING

RUBBER BASE LAYER

4" THICK 34 MINUS 95%

COMPACTED ROCK

COMPACTED

SUBGRADE

RAISED RUBBER SURFACING

SCALE: NTS

L2.5

4" 2"

1'-4"@ WIDEST

4" 2" 6"

PLAN VIEW

ARCED RUBBER SURFACE RAISED AREA

VARIES, SEE LAYOUT PLAN

SECTION 'B'

SECTION 'A'

VARIES, SEE LAYOUT PLAN

ROUNDED, SMOOTH

TRANSITION TO

RAISED SURFACING

4" RAISED COMPACTED GRAVEL

SHAPED PER LAYOUT PLAN OVER

4" THICK COMPACTED GRAVEL

TOP LAYER RUBBER

SURFACING

RUBBER BASE LAYER

4" THICK 34 MINUS 95%

COMPACTED ROCK

COMPACTED

SUBGRADE

'A'

'B'

'A'

'B'

REVISIONS

DATE

March 30th, 2023

1012 Pine Street 503.784.6494

Designs, NOTES INITIALS#

Silverton, Oregon

LLC

Laurus

PROJECT #: 1460P

OSCI Outdoor Visiting Area for Oregon Dept.

of Corrections

3405 Deer Park Dr. SE Salem, Oregon

, 2

L2.5

SHEET 10 OF 16

CONSTRUCTION

DETAILS

General Notes:

1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE

SURVEY DRAWING. CALL BEFORE YOU DIG. NOTIFY

LANDSCAPE2/3 H

1/3 H T.

BOULDER, BURY 1

3 HT.

FOR NATURAL LOOK

LANDSCAPE BOULDERS

SCALE: NTS

L2.6

2/3 H T.

1/3 H T.

BOULDER, BURY 1

3 HT.

FOR NATURAL LOOK

BOULDERS AT CONCRETE

SCALE: NTS

L2.6

1/2" BETWEEN

BOULDER AND

CONCRETE

L2.4

STOOL ON CONCRETE PAVING

SCALE: NTS

L2.6

4" THICK CONCRETE,

LIGHT BROOM FINISH,

3/4 MINUS CRUSHED

ROCK BASE

SCORE JOINTS, NO SHINERS

COMPACTED SUBGRADE

1'-6"

PRECAST CONCRETE BENCH,

SET ON CONCRETE PAVING

AS SPECIFIED BY

MANUFACTURER, NO

ANCHOR REQUIRED

STOOL ON CRUSHED ROCK

SCALE: NTS

L2.6

4" THICK 1/4 MINUS, COMPACTED

3/4 MINUS CRUSHED

ROCK BASE, 95% COMPACTED

COMPACTED SUBGRADE

1'-6"

PRECAST CONCRETE BENCH,

SET ON COMPACTED

CRUSHED ROCK AS, NO

ANCHOR REQUIRED

4" 4"

LIGHT POLE EMBEDMENT MOUNT

SCALE: NTS

L2.6

LIGHT POLE

COMPACTED SUBGRADE

CONDUIT / WIRING

BLACK METAL GRATE

18"X18" EXPANDABLE

CATCH BASIN WITH 4"

OPENINGS

6" RISER

4"-6" THICK, 34 MINUS

COMPACTED CRUSHED

ROCK

CONCRETE

L2.4

VERIFY CONNECTION TO

EXISTING AREA DRAIN

PIPE, SEE GRADING PLAN

FOR PIPE LOCATIONDRILL 1

8" WEEP HOLES IN

ALL 4 CORNERS

CATCH BASIN

SCALE: NTS

L2.6

CONCRETE BENCH / PEBBLE CONCRETE BENCH / PEBBLE

EXPANSION BOLTS PER

MANUFACTURER'S

INSTALLATION MANUAL

CONCRETE

3/4 MINUS CRUSHED

ROCK BASE

L2.4

REVISIONS

DATE

March 30th, 2023

1012 Pine Street 503.784.6494

Designs, NOTES INITIALS#

Silverton, Oregon

LLC

Laurus

PROJECT #: 1460P

OSCI Outdoor Visiting Area for Oregon Dept.

of Corrections

3405 Deer Park Dr. SE Salem, Oregon

, 2

L2.6

SHEET 11 OF 16

CONSTRUCTION

DETAILS

General Notes:

1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE

SURVEY DRAWING. CALL BEFORE YOU DIG. NOTIFY

12" TO 18" VARIES

TO WATER LEVEL

12" TO 18"

TO WATER LEVEL

WATER LEVEL

(2) EPDM POND LINER

UNDERLAY, NON-WOVEN

GEOTEXTILE

ROCK SHELF SUPPORT,

CONCRETE OR COMPACTED SUBGRADE

RIVER ROCKS/COBBLES,

MORTAR SPARINGLY

TO KEEP IN PLACE

WRAP POND LINER

UP TO CONCRETE

THICKENED EDGE,

ATTACH TO CONCRETE

COMPACTED SUBGRADE

BOULDERS

WATERFALL KIT, 24"-28" WIDE SPILLWAY,

LEVEL AND SECURE ON CONCRETE

OR BOULDER FOUNDATION

COVER WATERFALL POOL

WITH FLAT STONE, MATCH

TO WATERFALL STONES

~6'

6" 1'-2'

WATER LEVEL

2' TO

LANDSCAPE

COMPACTED SUBGRADE

BOULDERS

FLAT STONES FOR

SPILLWAYS

TYPICAL POND SECTION

SCALE: NTS

L2.7

POND WATERFALL

SCALE: NTS

L2.7

LIGHT, SEE LIGHTING PLAN

(2) EPDM POND LINERS

UNDERLAY, NON-WOVEN

GEOTEXTILE

PIPE FROM

SUBMERGED POND

PUMP, VERIFY PUMP SIZE

WITH CONTRACTOR

2'-3'

WRAP POND LINER

UP BEHIND ROCK,

USE MORTAR WHERE

INDICATED

4" THICK CONCRETE,

LIGHT BROOM FINISH,

SCORE JOINTS, NO SHINERS

3' M

POND LINER

HIGH POINTGENERAL PUMP 1

LOCATION

2%2%

WATERFALL 1

WATERFALL 2

(3) LARGE SEAT BOULDERS,

SEE BOULDER SIZING SHEET L2.1

NOTES:

COORDINATE SIZING, LAYOUT, AND

FINAL LOCATIONS OF EQUIPMENT WITH

OWNER AND OWNER'S REPRESENTATIVE

ROCK AND BOULDERS TO BE APPROVED BY

OWNER'S REPRESENTATIVE

POND AND WATER FALLS TO INCLUDE:

(2) PUMP AND (2) FILTERS

(1) UV LIGHT (FOR ALGAE)

(6) UNDERWATER LIGHTS (SEE LIGHTING PLAN)

(1) SKIMMER

(2) OUTDOOR GFCI (SEE LIGHTING PLAN)

(2) IRRIGATION LINES FOR FILL (SEE IRRIGATION PLAN)

GFCI GFCI

GENERAL PUMP 2

LOCATION

APPROXIMATELY 55'

CONCRETE WALKWAY EDGE

AND POND DETAIL L2.7

L2.6

L2.7

POND LAYOUT

SCALE: NTS

L2.7

FACE OF

PLANTER

WALL

VERIFY SANITARY

SEWER DEPTH

POND SHELF

MORTAR RIVER ROCK

TOGETHER TO CREATE

EDGE FOR 1

4 MINUS,

TYP.

REVISIONS

DATE

March 30th, 2023

1012 Pine Street 503.784.6494

Designs, NOTES INITIALS#

Silverton, Oregon

LLC

Laurus

PROJECT #: 1460P

OSCI Outdoor Visiting Area for Oregon Dept.

of Corrections

3405 Deer Park Dr. SE Salem, Oregon

, 2

L2.7

SHEET 12 OF 16

CONSTRUCTION

DETAILS

General Notes:

1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE

SURVEY DRAWING. CALL BEFORE YOU DIG. NOTIFY

D S

C B

C O

A D M I N I S T R A T I V E

B U I L D I N GV I S I T O R ' S

B U I L D I N G

EXISTING SHRUBS

TO REMAIN, TYP.

G A T E H O U S E

PATIO

EXISTING SHRUBS TO

REMAIN, TYP.

VISITOR'S

ENTRANCE

PATIO

PLAY AREA

WATER FEATURE

PATH-

WAY

PATH

BENCH,

TYP.

LAWN

BENCH

BENCH,

TYP.

BENCH,

TYP.

BOULDER,

TYP.

BENCH,

TYP.

BENCH,

TYP.

(1) HAW

(4) MISC

(2) MNT

(12) FESC

(3) KARL

(1) MISC

(3) NAN

(5) FESC

(3) MISC

(3) FESC

(3) NAN

(2) MNT

(5) FESC

(2) MISC

(2) HAW

(3) KARL

(5) FESC

(4) MNT

(3) MISC

(3) KARL

(1) MISC

(17) FESC

(22) RED

(25) LYDIA

(20) RASP

(22) NAN

(27) MISC

(36) FESC

(17) LYDIA

(28) LYDIA

(26) RASP

(12) MISC

(13) RED

(14) FESC

(9) KAL

(5) KARL

(4) SPI

(5) KAL

(14) FESC

(7) HAW

(3) KAL

(16) KARL

(17) NAN

(16) ABE

(20) RED

(3) MISC

(2) HAW

(24) FESC

(23) RASP

(5) KARL

(3) MNT

(3) RED

(1) SPI

(4) RED

(5) MISC

(4) MNT

LIGHT,

TYP.

DIRECTIONAL

SIGNAGE

(5) MNT

(8) MISC

FIRE

HYDRANT

FLAG

EXISTING SHRUBS

TO REMAIN, TYP.

Planting Schedule

SHRUBS QTY BOTANICAL / COMMON NAME SIZE

ABE 16 Abelia x grandiflora `Sherwoodii` / Sherwood Glossy Abelia 2 Gal.

KAL 17 Abelia x grandiflora 'Kaleidoscope' / Kaleidoscope Glossy Abelia

2 Gal.

RED 62 Cornus sericea 'Kelseyi' / Kelsey's Dwarf Red Twig Dogwood 2 Gal.

NAN 45 Nandina domestic 'Gulf Stream'TM / Gulf Stream Heavenly Bamboo 2 Gal.

MNT 20 Prunus laurocerasus 'Mount Vernon' / Mount Vernon Laurel 2 Gal.

HAW 5 Rhaphiolepis indica 'Conor' / Eleanor Tabor Indian Hawthorn 3 Gal.

SPI 12 Spiraea japonica 'Goldflame' / Goldflame Japanese Spirea 2 Gal.

GRASSES /

PERENNIALS QTY BOTANICAL / COMMON NAME SIZE

KARL 35 Calamagrostis x acutiflora 'Karl Foerster' / Karl Foerster Feather Reed Grass

1 Gal.

FESC 137 Festuca ovina glauca / Blue Sheep Fescue 1 Gal.

MISC 69 Miscanthus sinensis 'Little Kitten' / Little Kitten Maiden Grass 1 Gal.

GROUND COVERS QTY BOTANICAL / COMMON NAME SIZE SPACING

LYDIA 69 Genista lydia / Lydia Broom 1 Gal. 36" o.c.

RASP 70 Rubus calycinoides / Creeping Bramble 1 Gal. 36" o.c.

LAWN

~7,500 sf, Overseeding and Repair

Protime 301 Water Smarter Fescue or Equal Seed @

10lbs per 1,000 sf

REVISIONS

DATE

March 30th, 2023

1012 Pine Street 503.784.6494

Designs, NOTES INITIALS#

Silverton, Oregon

LLC

Laurus

PROJECT #: 1460P

OSCI Outdoor Visiting Area for Oregon Dept.

of Corrections

3405 Deer Park Dr. SE Salem, Oregon

, 2

L3.1

SHEET 13 OF 16

SCALE: 1"=10-0"

PLANTING

PLAN AND

SCHEDULE

SCALE

0' 5' 10' 20'

General Notes:

1. VERIFY ALL UTILITIES AND EASEMENTS. CALL BEFORE

YOU DIG. NOTIFY OWNER/OWNER'S

REPRESENTATIVE OF CONFLICTS.

2. LAYOUT PLAN SEE SHEET L2.1.

3. PLANT SCHEDULE SEE THIS SHEET.

4. PLANTING NOTES AND DETAILS SEE SHEET L3.2.

5. PLANTS SELECTED FROM ZOO BROWSE LIST,

SUBSTITUTIONS MUST BE APPROVED.

6. IRRIGATION PLAN SEE SHEET L4.1.

Legend:

EXISTING SHRUBS

TO REMAIN

LOW BERM

BID ADDENDA #1 1 06.06.23 LAA

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

March 30th, 2023

1012 Pine Street 503.784.6494

Designs, NOTES INITIALS#

Silverton, Oregon

LLC

Laurus

PROJECT #: 1460P

OSCI Outdoor Visiting Area for Oregon Dept.

of Corrections

3405 Deer Park Dr. SE Salem, Oregon

, 2

L3.2

SHEET 14 OF 16

SCALE: 1"=10-0"

PLANTING

NOTES AND

DETAILS

SCALE

0' 5' 10' 20'

General Notes:

1. VERIFY ALL UTILITIES AND EASEMENTS. CALL BEFORE

YOU DIG. NOTIFY OWNER/OWNER'S

REPRESENTATIVE OF CONFLICTS.

2. PLANTING PLAN AND PLANT SCHEDULE SEE SHEET

L3.1.

3. IRRIGATION PLAN SEE SHEET L4.1.

TRIANGULATE

GROUND COVER

PLANTS PER SPECIFIED

ON CENTER SPACING.

O N

GROUND COVER SPACING DETAIL

SCALE: NTS

L3.2

ACI

N G

TAPER SIDES, SCARIFY

BOTTOM AND EDGES OF

HOLE.

BACKFILL WITH 1/3

COMPOST AND 2/3

TOPSOIL.

SET ROOT FLARE 1/2" ABOVE

FINISHED GRADE.

MULCH AS

SPECIFIED, KEEP 4"

AWAY FROM BASE

OF PLANT.

3 X ROOTBALL

COVER PLANTING DETAIL

SCALE: NTS

L3.2

SHRUB AND GROUND

NOTES

KEEP 18" FROM CURBS, SIDEWALKS,

LAWN AND/OR TREES AND SHRUBS

MEETINGS/CONFERENCES

PREINSTALLATION MEETING: NOTIFY OWNER ONE WEEK BEFORE MEETING.

COORDINATION WITH SEEDED AREAS: PLANT SHRUBS, AND OTHER PLANTS AFTER FINISH

GRADES ARE ESTABLISHED AND BEFORE PLANTING TURF AREAS UNLESS OTHERWISE INDICATED.

ACTION SUBMITTALS

PRODUCT DATA: FOR EACH TYPE OF PRODUCT.

PLANT MATERIALS: INCLUDE QUANTITIES, SIZES, QUALITY, AND SOURCES FOR PLANT

MATERIALS.

SEED: CERTIFICATION OF GRASS SEED FROM VENDOR FOR EACH GRASS-SEED MONOSTAND OR

MIXTURE, STATING THE BOTANICAL AND COMMON NAME, PERCENTAGE BY WEIGHT OF EACH

SPECIES AND VARIETY, AND PERCENTAGE OF PURITY, GERMINATION, AND WEED SEED.

INCLUDE THE YEAR OF PRODUCTION…

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File details come from the government source that posted it. Updated Mar 9, 2026.