BID 2025-91 Clarifying Questions 1.pdf

INVITATION TO BID #2025-91

Neighborhood Park at Jennings Lodge Campus (“BID”)

RESPONSE TO CLARIFYING QUESTIONS #1

June 22, 2026

Note that these are questions submitted by interested firms to the above referenced solicitation.

The below answers are for clarification purposes only and in no way alter or amend the BID as published.

1. Can you please provide the geotechnical report?

Answer: Yes, see attached.

Attachments: Geotechnical Report (40 Pages) and Jennings Lodge School Upgrades Storm Report (29 Pages)

End of Clarifying Questions #1

524 Main Street Ste 2, Oregon City, OR 97045 P 503.659.2205 ZCSEA.com i

Grants Pass · Klamath Falls · Medford · Oregon City

Jennings Lodge and Candy Lane Elementary Schools

Safety and Security Upgrades

A Project for:

Oregon City School District

Location:

Jennings Lodge Elementary School 18521 SE River Road

Milwaukie, Oregon 97267

Mitigated Location:

Candy Lane Elementary School 5901 SE Hull Avenue

Milwaukie, Oregon 97267

STORM DRAINAGE REPORT

PREPARED BY: Sean Gallagher PEER REVIEWED BY: Lucas Gowey

REVIEWED BY: Zachary A. Stokes, PE

March 2020

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Table of Contents

1.0 Project Overview

1.1 Existing and Proposed Site Conditions – Jennings Lodge

Existing Conditions

Proposed Conditions

1.2 Existing and Proposed Site Conditions – Candy Lane

Existing Conditions

1.3 Overall New and Modified Impervious Surface Summary

2.0 Stormwater Management Requirements

3.0 Stormwater Management Plan

3.1 Candy Lane Stormwater Mitigation Plan

3.2 BMP Sizing Tool Criteria

3.3 Proposed Treatment & Flow Control Facilities – Jennings Lodge

4.0 Erosion and Sediment Control Plan

5.0 Operation and Maintenance of Stormwater Facilities

Stormwater Management Requirements ..................................................................A-1

Existing and Proposed Surface Type Exhibit – Jennings Lodge ...............................A-2

Existing and Proposed Surface Type Exhibit – Candy Lane .....................................A-3

Proposed Treatment and Flow Control Facilities Exhibit – Jennings Lodge .............A-4

BMP Sizing Tool Output ............................................................................................A-5

Vegetated treatment Swale Design ...........................................................................A-6

Infiltration Test Results .............................................................................................A-7

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1.0 Project Overview

ZCS Engineering & Architecture and BRIC Architecture are working with the

Oregon City School District (OCSD) to renovate Jennings Lodge Elementary

School (Jennings Lodge) and Candy Lane Elementary School (Candy Lane) in

Clackamas County, Oregon. Oak Lodge Water Services (OLWS) district is the stormwater management jurisdiction for both schools. Due to site constraints at

Candy Lane, all stormwater mitigation required for both schools will be provided at

Jennings Lodge; this has been deemed acceptable by Markus Mead, Permitting

Specialist for OLWS.

Jennings Lodge is located at 18521 SE River Road in Milwaukie, Oregon on T02S-

R02E-S19BB Tax Lot 1200. Candy Lane is located at 5901 SE Hull Avenue in

Milwaukie Oregon on T02S-R22E-S18DA Tax Lot 2600. See Figure 1 for a vicinity map and locations of the schools. Jennings Lodge and Candy Lane are located on

±3.81 acre and ±6.12 acre lots respectively, and both schools are zoned as ‘Low

Density Residential’.

Figure 1 – Vicinity Map

1.1 Existing and Proposed Site Conditions – Jennings Lodge

Existing Conditions

Current development at Jennings Lodge Elementary School includes two primary school buildings totaling ±22,300 SF, as well as a ±3,640 SF covered play area and ±40 SF storage structure all situated in the western half of the tax lot. A ±10,000 SF asphalt paved courtyard connects the school buildings and covered play structure. In addition, two asphalt paved

524 Main Street Ste 2, Oregon City, OR 97045 P 503.659.2205 ZCSEA.com 2 parking and maneuvering area are located to the east and south of the main school building. Various concrete and asphalt paved pedestrian pathways provided connectivity throughout the developed areas of the site. The remainder of the property west of the school is open grass fields.

Stormwater generated by impervious surfaces east of the school, along SE

River Road sheet flow to the public right-of-way without passing through a private on-site storm network. The east parking and maneuvering area is generally flat with slopes of 2% to 5% in the southeast direction. Stormwater generated by building roofs and impervious surfaces west and south of the school are collected in a subsurface pipe network and directed to two drywell infiltration systems installed west and south of the covered play structure in the grassy field. The grass fields are generally flat with slopes of 2% to 5% in the southwest direction.

Proposed Conditions

Existing pathways surrounding the drive aisle of the parking lot east of the school will be removed and replaced with a new curb and 8 foot wide concrete sidewalk in order to facilitate safer pedestrian movement into and out of the site. An existing landscape planter in the same parking lot will be reduced in order to correct the alignment of the parking area; ±1,000 SF of new asphalt pavement will be added at this location. The existing asphalt pavement in the east parking lot will undergo routine crack-seal/seal-coat maintenance and will be restriped to match existing conditions with new striping to improve vehicular movement through the site. New and modified impervious areas in the east parking lot total ±4,440 SF and ±720 SF respectively; asphalt undergoing maintenance only has not been considered for the purposes of these calculations.

South of the existing play structure, a new ±500 SF concrete masonry unit trash enclosure will be constructed adjacent to the existing drive aisle. In addition, a 5 foot wide decomposed granite pathway will be built paralleling the drive aisle from SE Hull Avenue to just south of the new trash enclosure.

The new pathway will provide a safe path for pedestrians walking into and out of the site. Given the pervious nature of the paving material, the new decomposed granite pathway has not been considered as part of this report.

No other modifications to the asphalt parking and maneuvering area south of the school are proposed. No change in footprint of the existing buildings is planned as part of redevelopment.

Minor improvements to the existing stormwater infrastructure in the asphalt courtyard will include replacement of a standard catch basin and its

524 Main Street Ste 2, Oregon City, OR 97045 P 503.659.2205 ZCSEA.com 3 associated piping. A new stormwater treatment swale will be constructed north of the covered play structure to provide treatment for the existing asphalt paved courtyard.

1.2 Existing and Proposed Site Conditions – Candy Lane

Existing Conditions

Current development at Candy Lane Elementary School is confined to the southern portion of the site and includes a ±33,800 SF single-story building separated from a ±3,200 SF covered play structure to the west by a ±9,100

SF asphalt courtyard. In addition, development includes a ±16,300 SF asphalt paved parking and maneuvering area to the south adjacent to a

±9,900 SF asphalt bus drop off loop and ADA parking area. A ±1,200 SF asphalt paved pathway northeast of the school provides public access to a community garden situated in the northeast corner of the site. The remainder of the site is grass field sloping at ±2% to ±28% in the west to south west direction.

Existing building downspouts tie into a subsurface pipe system. Roof runoff from the ±720 SF covered structure in the community learning garden is collected in a rainwater tank that overflows into an existing vegetated swale.

Runoff from the community garden sheet flows to an area drain north of the school. The asphalt parking and maneuvering areas are generally flat with slopes of ±2% to ±8%. Runoff sheet flows west to the public right-of-way along the north side of SE Hull Avenue without being captured on site.

Renovations to the Candy Lane school building are limited to the creation of a new secure entry within the existing building footprint. In addition, a portion of the existing bus loop will be widened by ±2,010 SF to accommodate more buses, and ±520 SF of new concrete sidewalk will be constructed adjacent to the existing ADA parking. A new ±450 SF covered concrete masonry unit trash enclosure will be constructed south of the school adjacent to the drive aisle in the main parking lot. Asphalt pavement in the courtyard will be ground down and repaved after the aggregate base has be recompacted; no changes to existing grading or drainage patterns are proposed. All other asphalt pavement on site (bus loop/parking lot) will undergo routine crack-seal/seal-coat maintenance. Lastly, the existing asphalt pathway to the community garden will be removed and replaced with a new ±1,540 SF decomposed granite pathway; a new alignment and ±250

SF of concrete sidewalk and staircase will provide access to the path from the ADA parking area and secure school site.

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New and modified impervious areas on site total ±2,160 SF, and ±450 SF respectively. Asphalt undergoing maintenance only has not been considered for these calculations. Given the pervious nature of the paving material, the new decomposed granite pathway has not been considered as part of this report. No changes to existing stormwater infrastructure are proposed; all required stormwater mitigation will be provided at Jennings

Lodge as previously described.

1.3 Overall New and Modified Impervious Surface Summary

Overall, new and modified impervious concrete and asphalt surfaces at

Jennings Lodge and Candy Lane cumulative total ±8,270 SF. See Table 1, below for a detailed summary of post-developed conditions.

Table 1 – Post-Developed Impervious Area Summary

Elementary School sqft acres

Jennings Lodge 5,660 0.13

Candy Lane 2,610 0.04

Total Modified Area 8,270 0.17

Treatment Area (Jennings Lodge) 9,890 0.23

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2.0 Stormwater Management Requirements

This stormwater management plan has been prepared in accordance with the requirements of the Oak Lodge Water Services district. Per OLWS standards, any development or redevelopment with new or modified impervious surfaces totaling more than 1,000 SF must include permanent stormwater quality control facilities.

Prior to installation, (1) percolation test will be conducted at the at the site of the quality control facility to determine infiltration capacity. Quality control facilities should be designed to meet the treatment and infiltrations requirements described in the July 1,2013 CCSD1 Stormwater Standards. See page A-1 in Appendix A for applicable OLWS district standards.

3.0 Stormwater Management Plan

Infiltration testing performed by Geotech Solutions Inc. in accordance with CCSD1 standards indicates there is inadequate infiltration on site to meet the requirements described in Section 2.0 of this report (Section 5.3 of the CCSD1 standards). The existing topography and site conditions enable the creation of a vegetated swale to provide required treatment and flow control.

Table 2, below, provides a summary of infiltration testing results. The full geotechnical report and infiltration testing addendum can be found in on sheet A-7 in Appendix ‘A’.

Table 2 - Infiltration Testing Results Summary

Infiltration Test

Depth of Test (feet)

Soil Classification

Field Measured Infiltration Rate (inches/hour)

Corrected Infiltration Rate with FS=2 (inches/hour)

HA-1 1 to 4 Alluvial Silt 0.11 0.06

Per the USDA Soil Survey, the Hydrologic Soil Group (HSG) is ‘C’ indicating potential for infiltration. Per the Natural Resources Conservation Service Part 630

Hydrology National Engineering Handbook, an HSG ‘C’ rating indicates that soils have moderately high runoff potential.

Based on the impermeable native soil conditions, adequate on-site infiltration cannot be achieved; therefore, a modified design approach is required to size the facility. For the modified approach, ZCS utilized the Best Management Practice

Sizing Tool (BMP Tool) developed for WES by Brown and Caldwell using a continuous rainfall model.

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3.1 Candy Lane Stormwater Mitigation Plan

Given site constraints, it is not feasible to construct a new stormwater treatment facility at Candy Lane. Therefore, ZCS is proposing construction of a vegetated filtration swale capable of providing the treatment required from a cumulative study of new/modified impervious surfaces at both sites;

this has been previously approved by Markus Mead at OLWS. See section

3.3, below for details regarding storm improvements at Jennings Lodge.

No downstream analysis was performed for Candy Lane as no new stormwater facilities are proposed on-site.

3.2 BMP Sizing Tool Criteria

Per discussions with Markus Mead, OLWS is willing to accept treatment and flow control facilities sized using the BMP tool due to the poor infiltration capacity on site. Stormwater treatment and flow control will be provided based on sizing calculated through the BMP Tool. Using this tool, areas which are impervious in both pre and post-developed conditions must be treated and in some cases must have their flow controlled for treatment based on a continuous rainfall model developed by Brown and Caldwell and

Water Environment Services. Areas which will be impervious but were previously pervious must be treated and must have their flow controlled via an allowable facility sized using the BMP Tool.

Given site constraints, it was not possible to direct all areas of new impervious surfaces to a surface BMP. Therefore, a more than equivalent area of existing impervious surface has been substituted to provide treatment and flow control that demonstrates compliance with the stated intents of the OLWS standards.

Table 3 below provides a summary of the existing and proposed impervious surfaces at Jennings Lodge and Candy Lane used to determine treatment and flow control requirements.

Table 3 - Existing vs. Proposed Impervious Areas

Existing Condition

Proposed Condition Area, sqft Requirements

Impervious Impervious 1,170 Treatment Only

Pervious Impervious 7,100 Treatment Only

Impervious Pervious 1,440 None

Pervious Pervious 14,380 None

Total Required Treatment Area** 8,270

Total Impacted Area*** 24,090

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**Treatment required for all new and modified impervious surfaces ***Total impacted area is the sum total of all areas

3.3 Proposed Treatment & Flow Control Facilities – Jennings Lodge

Stormwater runoff from an existing impervious courtyard at Jennings Lodge with an area greater than that of the total new and modified impervious surfaces at Jennings Lodge and Candy Lane will be treated in a vegetated filtration swale and will be allowed to discharge into an existing Underground

Injection Control system (UIC). The primary function of this swale is to provide treatment of currently untreated stormwater entering the UIC at

Jennings Lodge. The total discharge to the UIC will not be increased as a result of modifications to the storm system. See Tables 1 and 3, and Sheets

A-2 and A-3 in Appendix ‘A’ for summaries and illustrations of the modified and treated surfaces.

No downstream analysis was performed for Jennings Lodge as the new stormwater filtration swale will discharge to an existing UIC; therefore, no additional stormwater runoff will enter the public system.

Per OLWS requirements, the DEQ was notified of the intention to discharge runoff from the treatment area at Jennings Lodge the existing UIC. Approval is anticipated, as there are no changes to the net runoff volume or velocity entering the system.

A new permanent facility will provide treatment and flow control for ±10,000 square feet of impervious surface. The treated area is an existing impervious asphalt paved courtyard surrounded by the existing school buildings. See Sheets A-2 and A-4 in Appendix ‘A’ for exhibits illustrating the clear delineation of the courtyard area and associated surface treatment.

The new permanent treatment facility is a vegetated filtration swale. The vegetated swale is located near the north side the asphalt courtyard on existing landscape. Minimal re-grading will be required to construct the new swale along existing contours. The swale will be set at an elevation to allow for easy maintenance along with existing landscape. Runoff will be piped to the swale via a new catch basin and storm drain pipe illustrated on Sheet A-

4 in Appendix ‘A’.

The vegetated swale has been sized per the BMP Tool to provide treatment and flow control as required. Refer to Sheet A-5 in Appendix ‘A’ for output from the BMP Tool for the facility. Refer to Sheets A-6 in Appendix ‘A’ for details of the proposed facility.

vsn Highlight The primary function of this swale is to provide treatment of currently untreated stormwater entering the UIC at Jennings Lodge. The total discharge to the UIC will not be increased as a result of modifications to the storm system.

vsn Highlight No downstream analysis was performed for Jennings Lodge as the new stormwater filtration swale will discharge to an existing UIC; therefore, no additional stormwater runoff will enter the public system.

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Table 4 below provides a summary of proposed treatment and flow control facilities.

Table 4 - Treatment and Flow Control Summary

Treatment Method Treatment/Flow Control Area, sqft

Drainage Management Area Treatment Only 9,000

Vegetated Swale Required 594

Provided 700

4.0 Erosion and Sediment Control Plan

An Erosion Control plan has been prepared for this project. The information contained within the plan set is considered a minimum and shall be modified by the

Contractor or Inspector as required to contain all sediment on site. Special attention shall be taken at all existing storm drain catch basins and channels to eliminate any sediment transfer into the existing storm drain system. An all-weather rock surface shall be provided at the construction site entrance. All construction will be maintained within the development limits of this phase. It will be the responsibility of the Contractor to ensure compliance with the referenced plans and County requirements.

5.0 Operation and Maintenance of Stormwater Facilities

This document has been prepared to guide the owner of the proposed facility (or active operation and maintenance supervisor) in the cleaning, repairing, and general operation and maintenance of the stormwater system. The below requirements shall be considered a minimum.

This document has been prepared to address the overall primary operation and maintenance of the facility. It shall be the responsibility of the owner to adjust specific Operation & Maintenance (O&M) measures in the field as required to maintain a fully functional storm conveyance system. The owner shall implement, at a minimum, the following inspection and maintenance program to be performed twice annually, April and October. The following items shall be incorporated into the program:

• Paved Parking & Maneuvering Areas – Prior to cleaning the pipe network, all paved parking and maneuvering areas shall be swept or washed clean

• Area Inlets – Inspect and clean each inlet grate and sump, clean and repair as needed

• Stormwater Pipe Network – Inspect conveyance pipes for sediment buildup.

If sediment is present, high pressure wash each pipe into adjacent downstream catch basin/manhole, taking care not to allow material to wash

524 Main Street Ste 2, Oregon City, OR 97045 P 503.659.2205 ZCSEA.com 9 downstream. All sediment shall be extracted from structures/pipes and disposed of at an approved location

• Stormwater Filtration Swales – Inspect and clean swale. Remove any accumulated garbage/debris. Inspect swale for any signs of erosion; repair any found defects. Review condition of plantings; any plantings that are found to be dead or dying shall be replaced. Remove discharge structure grate to wash and vacuum sump. Do not allow sediment material to wash downstream from this point. All sediment to be extracted from structures and disposed of at an approved location. Examine orifice, remove any blockages to allow for proper operation and drainage.

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Appendix 'A' Treatment and Flow Control Calculations

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Stormwater Management Requirements

Oak Lodge Water Services Stormwater Design Standards (10-17-2017)

524 Main Street Ste 2, Oregon City, OR 97045 P 503.659.2205 ZCSEA.com A-2

Existing and Proposed Surface Type Exhibit – Jennings Lodge

524 Main Street Ste 2, Oregon City, OR 97045 P 503.659.2205 ZCSEA.com A-3

Existing and Proposed Surface Type Exhibit – Candy Lane

524 Main Street Ste 2, Oregon City, OR 97045 P 503.659.2205 ZCSEA.com A-4

Proposed Treatment and Flow Control Facilities Exhibit – Jennings Lodge

524 Main Street Ste 2, Oregon City, OR 97045 P 503.659.2205 ZCSEA.com A-5

BMP Sizing Tool Output

524 Main Street Ste 2, Oregon City, OR 97045 P 503.659.2205 ZCSEA.com A-6

Vegetated treatment Swale Design

524 Main Street Ste 2, Oregon City, OR 97045 P 503.659.2205 ZCSEA.com A-7

Infiltration Test Results

524 Main Street Ste 2, Oregon City, OR 97045 P 503.659.2205 ZCSEA.com A-8

ZCSEA.com A-9

ZCSEA.com A-10

ZCSEA.com A-11

ZCSEA.com A-12

ZCSEA.com A-13

Clackamas County Official Records Sherry Hall, County Clerk 2020-0517 40

After Recording Return to:

Oak Lodge Water Services District 14611 SE River Road 1111111111111111111111111111111111111111111111111 $108.00

02347095202000517400040045 Oak Grove, Oregon 97267-1198 07/06/2020 10:47:28 AM 0-MA Cnt=1 Stn=2 COUNTER3

No Change to Tax Statement $20.00$16.00$62.00$10.00

AGREEMENT TO .MAINTAIN

STORMW ATER DETENTION AND CONVEYANCE FACILITIES

This agreement is made and entered into this 'll~ay of ~ , 20 2D by and between Oak Lodge Water Services District, a municipal corporation of the State of Oregon, (hereinafter Oak Lodge) and Oregon City School District No. 62

(hereinafter Owner).

RECITALS

1. Owner has developed stormwater detention and conveyance facilities located at ____ _

18521 SE River Rd Milwaukie OR 97267 _/

~D~o~c~um~e~n~t ,!.;N=--"um~b~e~r ______ , Milwaukie, Oregon, reference

Parcel 22E 19BBO 1200 or Instrument Number to enable development of the property while mitigating the impacts of the additional surface water runoff that will be created by the addition of impervious surface area.

See attached Exhibit A: Legal Description of parcel.

The facilities consist of the following:

• Those associated with CC DTD #B0127820 and Oak Lodge permit #SD2020-009

2. Owner(s) has had stormwater detention and conveyance facilities designed by a registered professional engineer designed to Oak Lodge's water quality and water quantity standards.

3. The construction of the stormwater detention and conveyancefacilities implies that maintenance will be necessary as long as the facilities shall exist for the purposes of detaining and/or treating and/or conveying stormwater runoff

4. Owner(s) agree to inspect these facilities with regular inspections, not less than twice a year, those times being generally defined as once in the early spring and again in the fall prior to the onset of fall rains.

5. This agreement shaJl exist in perpetuity unless othenvise tem1inated by Oak Lodge, and shall be binding on the Owner, the Owner's heirs, successors and assigns.

Page I of 4

Agreement to Maintain Stormwater Detention and Conveyance Facilities (cont.)

NOW, THEREFORE, the premises being in general as stated in the foregoing RECITALS, it is agreed by and between the parties hereto as follows:

I. INSPECTION

The Owner(s) shall inspect the facilities for maintenance items noted in Appendix A twice a year.

One inspection shall occur prior to the onset of fall rains during the period of Sept. 1 to Oct. 15, and a second inspection shall occur in early spring during the period April 1 to May 31 .

Owner shall submit inspection results to Oak Lodge.

II. DEFICIENCIES

All deficiencies shall be noted as identified and consistent with Appendix A by reference incorporated herein and on file and available for viewing at Oak Lodge Water Services District.

III. CORRECTIONS

All deficiencies noted must be corrected within thirty (30) days at the Owner's expense.

IV. OAK LODGE INSPECTIONS

Oak Lodge reserves the right to inspect the stormwater detention, treatment and conveyance facilities and to make determinations if maintenance is necessary or deficiencies need to be corrected. In any such case the Owner will be notified in writing through the U.S. Mail of said noted deficiencies and requested to make corrections. If corrections are not completed within thirty

(30) days of such notification Oak Lodge Water Services District reserves the right to have the work done and to invoice Owner accordingly. Owner agrees to incur any costs associated with corrective action or maintenance activities performed by Oak Lodge following Owner notification and failure to timely facilitate maintenance or repair of said storm water detention and conveyance facilities.

V. FORCEANDEFFECT

This Agreement has the same force and effect as any deed covenant running with the land and shall be binding on all o>vners, past, present and future, their heirs, successors and assigns.

VI. AMENDMENTS

The terms of this agreement may be amended by mutual agreement of the parties. Any amendments shall be in writing and shall refer specifically to this Agreement and shall be valid only when executed by both parties to this Agreement and attached hereto.

Page 2 of4

;L_

Agreement to Maintain Stormwater Detention and Conveyance Facilities (cont.)

VII. PREVAILING PARTY

In any action brought by either party to enforce the terms of this Agreement, the prevailing party shall be entitled to recover all costs, including reasonable attorney's fees as may be determined by the court having jurisdiction, including any appeal therefrom.

VIII. SEVERABILITY

The invalidity of any section, clause, sentence, or provision of this Agreement shall not affect the validity of any other part of this Agreement which can be given effect without such invalid part or parts.

IN WITNESS WHEREOF, the Owner has set his hand and seal the day and year first above written, and the District has caused these presents to be signed in its narne by a representative, attested to the day and year first above written.

OWNER

STATE OF OREGON

OFACIAl STAMP

SAMUEL J NOEL

NOTARY PUBUC-OAEGON

COMMISSION NO. 989270

MY COMMISSION EXPIRES JULY 08, 2023

DISTRICT

STATE OF OREGON

County of Clackamas

_t_day oU~, 202..3

By:

ad, Developm Review Specialist

Oak Lodge Water Services District 14611 SE River Road Oak Grove, OR 97267-11 98

The foregoing instrument was acknowledged before me this a~ay of MAil/ '2o.1cZJ 'by . J~£9R Rics, Mg1· of Planning & ERgit:~eeri~Oak Lodge Water Services District.

!flar!fus f//ec:zd_ DeveltJfJYJe;rl Rev,·ev S'f?d-ct'v:!r'JI- ~· OFFICIAL STAMP Notary Public for Orcgon--:tll~l;..<ffi'""""'u~'-'--'i:'T"--::__--,--

LARA CHRISTENSEN My Commission Expires: J.O day of l'lQ:lL_, 20da_

NOTARY PUBUC- OREGON

COMMISSION NO. 956484

1M COMMISSION EXPIRES NOVEMBER 20, 2020

Agreement to Maintain Stonnwater Detention and Conveyance Facilities (cont.)

Exhibit "A"

Real property in the County of Clackamas, State of Oregon, described as follows:

PARCEL I:

LOT 1, BLOCK 1; LOT 1, BLOCK 2, LOTS 1, 2 AND 3, BLOCK 3 OF HULL'S ADDITION TO JENNINGS LODGE, IN THE COUNTY OF CLACKAMAS AND STATE OF OREGON, TOGETHER WITH THOSE PORTIONS

OF VACATED WILMOT STREET AND VACATED OVINGTON STREET WHICH INURED THERETO UPON

VACATION THEREOF.

ALSO ALL OF BLOCK 57 OF FIRST ADDITION TO JENNINGS LODGE, IN THE COUNTY OF CLACKAMAS

AND STATE OF OREGON.

ALSO THE FOLLOWING DESCRIBED TRACT IN THE COUNTY OF CLACKAMAS AND STATE OF OREGON, TO WIT:

BEGINNING AT THE NORTHWEST CORNER OF BLOCK 57 OF THE FIRST ADDffiON TO JENNINGS

LODGE, ACCORDING TO THE DULY RECORDED PLAT THEREOF; THENCE SOUTHERLY ALONG THE

WESTERLY LINE OF SAID BLOCK 57 TO THE NORTHEASTERLY CORNER OF LOT 3, BLOCK 2, HULL'S ADDITION TO JENNINGS LODGE; THENCE WESTERLY ALONG THE NORTH LINE OF SAID LOT 3, 31 FEET; THENCE NORTHERLY PARALLEL WITH THE WESTERLY LINE OF SAID BLOCK 57 TO A POINT 31

FEET WESTERLY FROM THE NORTHWESTERLY CORNER OF SAID BLOCK 57; THENCE EASTERLY

PARALLEL WITH THE NORTHERLY LINE OF LOT 3, BLOCK 2 OF SAID HULL'S ADDffiON 31 FEET TO THE

PLACE OF BEGINNING.

PARCEL II:

PART OF SECTION 19, TOWNSHIP 2 SOUTH, RANGE 2 EAST OF THE WILLAMETTE MERIDIAN, IN TI-lE

COUNTY OF CLACKAMAS AND STATE OF OREGON, BEING THOSE TRACTS CONVEYED TO SCHOOL

DISTRICT NO. 114, BY DEED RECORDED IN BOOK 145, PAGE 253, AND BY DEED RECORDED IN BOOK

202, PAGE 534, CLACKAMAS COUNTY DEED RECORDS, AND DESCRIBED AS FOLLOWS:

BEGINNING AT A POINT 31 FEET WESTERLY OF THE NORTHWESTERN CORNER OF LOT NO. 57, ARST

ADDITION TO JENNINGS LODGE, ON A PROJECTION OF THE NORTH LINE THEREOF; THENCE

EASTERLY FOLLOWING SUCH NORTH BOUNDARY THEREOF 90.55 FEET; THENCE NORTH 76°43' WEST

166.5 FEET; THENCE SOUTH 46°50 EAST 111.5 FEET TO THE POINT OF BEGINNING.

ALSO THE FOLLOWING:

BEGINNING AT THE NORTHWESTERLY CORNER OF LOT NO. 57, FIRST ADDffiON TO JENNINGS;

THENCE SOUTH 64°48' WEST 31 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 46°50' WEST 111.5 FEET; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF THE BERni M. HART TRACT TO THE EAST LINE OF WILLAMETTE AVENUE; THENCE SOUTI-lERLY ALONG SAID EAST LINE 186 FEE TO THE SOUTHERLY LINE OF THE SCHOOL DISTRICT TRACT AS DESCRIBED IN BOOK 202, PAGE 534;

THENCE EASTERLY ALONG SAID SOUTHERLY LINE TO THE EASTERLY CORNER OF THAT TRACT

CONVEYED TO THE SCHOOL DISTRICT BY DEED RECORDED IN BOOK 145, PAGE 253; THENCE

NORTHWESTERLY ALONG THE NORTHEASTERLY LINE OF THE LAST MENTIONED SCHOOL DISTRICT

TRACT TO THE POINT OF BEGINNING.

NOTE: TI-llS LEGAL DESCRIPTION WAS CREATED PRIOR TO JANUARY 01, 2008.