Att A IVHS Site Plan.pdf

PDF 680 KB Posted Mar 20, 2024

Attached to: Illinois Valley High School Athletic Building
Solicitation number: S-P17004-00009834
Issued by: Jackson County, Canyonville City, Oregon

About this file

Written by GovTribe AI · Mar 25, 2024

This document is a Civil Site Plan for the Illinois Valley High School (IVHS) Athletic Building in Cave Junction, Oregon. The project is being led by the Three Rivers School District, with ZCS Engineering & Architecture serving as the project engineer. The plan details the proposed 70' x 70' pre-engineered metal building, along with related site improvements including concrete sidewalks, curb and gutter, landscaping, stormwater conveyance swale and drainage, sanitary sewer connections, and new asphalt parking and maneuvering areas. The existing building on the 22.39-acre site will remain. The plan indicates that landscaping plans and stormwater calculations are pending submittal prior to the site construction permit issuance.

The project appears to be part of a Request for Proposal (RFP) for a Construction Manager/General Contractor (CM/GC) contract for the IVHS Athletic Building installation. The RFP is being issued by the Josephine County, Oregon jurisdiction. No additional details on the procurement process, pricing, funding sources, or contract term are provided in the Civil Site Plan document.

View the file

Other files

File	Type	Posted
Att B IVHS Athletic Bldg specs.pdf	PDF	Mar 20, 2024
IVHS Athletic Building CMGC RFP 23-04.pdf	PDF	Mar 20, 2024
SageView_Notice of Award.pdf	PDF	Mar 20, 2024
Att C CMGC Contract.docx	DOCX document	Mar 20, 2024

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ATA

2.0% 2.0%

50.0'

CIVIL SITE PLAN

C1.0

CIVIL SITE PLAN

1"=10'

C1.0

VICINITY MAP

NTS

C1.0

IVHS ATHLETIC BUILDING

( FEET )

1 INCH = FT

10 5 2010

GENERAL INFORMATION

APPLICANT/OWNER: DON HILER

THREE RIVERS SCHOOL DISTRICT

8550 NEW HOPE ROAD

GRANTS PASS, OREGON 97527

(541) 218-5169

ENGINEER: SYLAS E. ALLEN, PE

CONTACT: LUKE GOWEY

ZCS ENGINEERING & ARCHITECTURE

127 NW. D STREET

GRANTS PASS, OREGON 97527

(541) 479-3865

SITE LOCATION: 625 E. RIVER STREET

CAVE JUNCTION, OREGON 97523

T39S-R08W-S22 NE 1/4 NW 1/4

TAX LOT: 300

LOT SIZE: ±22.39 ACRES

ZONING: P - PUBLIC

PARKING SUMMARY:

REQUIRED PARKING

RETAIL AND COMMERCIAL ESTABLISHMENTS = 14 STALLS

4,900-SF * (1 STALL / 350-SF)

PROPOSED PARKING

TOTAL PROPOSED

REGULAR 16 STALLS

ADA 1 STALLS

GENERAL NOTES

1. LANDSCAPING PLANS ARE A DEFERRED SUBMITTAL AND

WILL BE PROVIDED PRIOR TO ISSUANCE OF THE SITE

CONSTRUCTION PERMIT.

2. ALL STORMWATER WILL BE CONVEYED TO AN ADJACENT

GRASSY FIELD FOR INFILTRATION USING A CONVEYANCE

SWALE AND AREA DRAIN. PRELIMINARY STORM

CALCULATIONS INDICATE A NET INCREASE IN

IMPERVIOUS SURFACE, THEREFORE A DETAILED STORM

REPORT WILL BE COMPILED AND SUBMITTED BEFORE

THE ISSUANCE OF THE SITE CONSTRUCTION PERMIT.

3. NO EXISTING TREES WITHIN THE LIMITS OF THE

DEVELOPMENT.

CODE REVIEW:

SITE ANALYSIS:

PAVEMENTS AND ROOFS = ± 0.11 acres = ± 55.0 % LANDSCAPING = ± 0.07 acres = ± 35.0 % CONCRETE SIDEWALK = ± 0.02 acres = ± 10.0 %

TOTAL = ± 0.20 acres = 100.0 %

VEHICLE PARKING REQUIREMENTS:

SEE PARKING SUMMARY

DRIVEWAYS:

EXISTING DRIVEWAY: = 1

PROPOSED DRIVEWAY: = 0

KEYED NOTES:

EXISTING CONDITIONS NOTES:

1. EXISTING BUILDING TO REMAIN.

2. EXISTING PARKING AND MANEUVERING AREA TO REMAIN.

3. EXISTING STRIPING TO REMAIN.

4. EXISTING LANDSCAPE AREA TO REMAIN.

5. EXISTING ASPHALT PAVEMENT TO REMAIN.

6. EXISTING PRIVATE FIRE WATER LINE TO REMAIN.

7. EXISTING PRIVATE DOMESTIC WATER LINE TO REMAIN.

8. EXISTING ABOVEGROUND POWER TRANSFORMER AND

AND ASSOCIATED UNDERGROUND POWER LINES TO

REMAIN.

9. EXISTING SANITARY SEWER LINE TO REMAIN.

10. EXISTING IRRIGATION LINE TO REMAIN.

PROJECT NO:

DRAWN:

CHECKED:

DATE:

O N

C H

E Q

127 NW D Street, Grants Pass, Oregon 97526 | 541-479-3865

A G

Y R

N O

R C

O N

U C

01-31-2023

LGG

MRL

G-1589-23

DATE:

THREE RIVERS SCHOOL DIST.

8550 NEW HOPE ROAD

GRANTS PASS, OR 97527

IVHS ATHLETIC

BUILDING

DESCRIPTION

-P

RELIM

ARY-

NOT FOR C

ONSTRUCTIO

KEYED NOTES:

NEW BUILDING NOTES:

1. NEW 70' X 70' PRE-ENGINEERED METAL BUILDING (PEMB).

2. NEW CONCRETE SIDEWALK.

3. NEW TYPE 'A' CONCRETE CURB AND GUTTER.

4. NEW LANDSCAPE AREA.

5. NEW CONCRETE STAIRS WITH CHEEK WALL.

6. NEW CONCRETE RAMP CONFIGURATION.

7. NEW STORMWATER CONVEYANCE SWALE.

8. NEW STORMWATER AREA DRAIN.

9. NEW STORMWATER CONVEYANCE PIPE.

10. NEW DAYLIGHT POINTS FOR STORMWATER CONVEYANCE

PIPE AND SWALE.

11. NEW CURB INLET.

12. NEW SANITARY SEWER CONNECTION TO NEW BUILDING.

13. NEW SANITARY SEWER CLEANOUT.

14. NEW POWER AND DATA CONNECTION TO PEMB.

15. NEW WATER CONNECTION TO PEMB.

16. NEW WATER SHUTOFF VALVE.

17. NEW BACK FLOW PREVENTION DEVICE.

18. NEW SANITARY SEWER CONNECTION TO EXISTING

BUILDING.

19. NEW ASPHALT PARKING AND MANEUVERING AREA.

20. NEW PARKING BUMPER, TYPICAL.

21. NEW PARKING LOT STRIPING, TYPICAL.

NEW IVHS

ATHLETIC BUILDING

EXISTING BUILDING

TO REMAIN

LEGEND:

NEW CONCRETE PAVING

NEW DRAINAGE SWALE

NEW POWER - BURIEDP

NEW SANITARY SEWER - GRAVITYSS

NEW STORM SEWERSD

NEW WATER - POTABLEW

NEW AREA DRAIN

20.3'

50.0'

70.0'

11.2'

70.0'

ADA ACCESSIBLE RAMP EXISTING SURFACE CONTOUR - MAJOR

EXISTING SURFACE CONTOUR - MINOR

EXISTING WATER - POTABLEW

FW EXISTING WATER - FIRE

EXISTING SANITARY SEWER - GRAVITYSS

EXISTING POWER - BURIEDP

NEW CURB INLET

EXISTING SANITARY SEWER MANHOLE

EXISTING SANITARY SEWER CLEANOUT

EXISTING POWER TRANSFORMER

NEW LANDSCAPING

2.0'

5.6'

0.5'

24.0'

20.0'

9.0' 9.0'

9.0'

22.0'

20.0'

R2.0'

1.0'

5.0'

4.0'

5.0'

7.7'

9.0'

AutoCAD SHX Text

AutoCAD SHX Text Ped

AutoCAD SHX Text P

AutoCAD SHX Text

EXPIRES: 12-31-23

AutoCAD SHX Text

70775PE

AutoCAD SHX Text

OREGON

AutoCAD SHX Text

AutoCAD SHX Text S

Sheets and Views

G1589.Civil Pre-App (current)-Pre-Application

File details come from the government source that posted it. Updated Mar 25, 2024.