CPSD Land Lab Restrooms Siteprep IFC Set 2024-05-29.pdf

PDF 17 MB Posted May 9, 2024

Attached to: ITB-24-01 Land Lab Restroom Site Preparation
Solicitation number: S-P15005-00010360
Issued by: Jackson County, Cheshire CDP, Oregon

About this file

Written by GovTribe AI · Jul 31, 2024

The document provided is an Invitation to Bid (ITB) issued by Jackson County, Oregon for the CPSD Land Lab Restroom Building Site Preparation project. The County is seeking bids from qualified contractors to provide all labor, materials, and equipment required for sitework, infrastructure, and utilities to accommodate the installation of a prefabricated restroom building at the Central Point Land Lab site. The work includes site preparation, sidewalks, boot wash, and RV pad with utility connections. A mandatory pre-bid meeting will be held on May 22, 2024, and bids are due by June 6, 2024 at 2:00 PM PT. The County plans to award the contract by June 12, 2024 and issue a notice to proceed by June 19, 2024. The project is expected to be substantially completed by August 30, 2024. The contract will be awarded to the lowest responsible, responsive bidder based on the County's project budget. Bidders must meet certain prequalification criteria and will be required to provide performance and payment bonds, as well as comply with Oregon prevailing wage laws.

The bid documents do not specify any set-aside designations or restrictions on the types of organizations that can respond. The incumbent vendor or current contractor is not provided. The total award value or budget range for this project is also not included in the information provided.

View the file

Other files

File	Type	Posted
Exhibit 1 CPSD Land Lab Restrooms Siteprep IFC Set 2024-05-06.pdf	PDF	May 9, 2024
2024-42 Notice of Award.pdf	PDF	May 9, 2024
Pacific Power-Sketch Sheet 5.30.2024.pdf	PDF	May 9, 2024
Exhibit 2 AIA A105_2017 Contract Sample.pdf	PDF	May 9, 2024
ITB 24-01 Addendum 01 2024-05-30.pdf	PDF	May 9, 2024
Pacific Power-Pedestal Diagram 5.30.2024.pdf	PDF	May 9, 2024
CPSD Land Lab Restroom CXT Building Final Plans 2024-05-29.pdf	PDF	May 9, 2024
ITB - 24-01 CPSD Land Lab Site Prep.pdf	PDF	May 9, 2024

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C0.0

COVER

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MRF

100 E. Main St., Suite O Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

JOB NO.

24-007

ISSUE DATE:

IFC SET

05/29/24

N O

CHECKED BY: TDP

COPYRIGHT © 2024 Powell Engineering and Consulting, LLC. This document, and the ideas and designs incorporated herein, as an instrument of professional service, shall remain the property of Powell Engineering and Consulting, and is not to be reproduced, published, or used in whole or in part, for any other project or purpose without the express written authorization of Powell Engineering and Consulting, LLC.

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SEC.34, T.36S., R2W., W.M. JACKSON COUNTY, OREGON

below.

Know what's Call before you dig.

VICINITY MAP

C0.0 COVER SHEET

C1.0 EXISTING CONDITIONS

C3.0 CIVIL SITE PLAN

C4.0 GRADING PLAN

C5.0 SITE UTILITY PLAN

C6.0 CTX DETAILS

C6.1 PROJECT DETAILS

NOT TO SCALE

OWNER

CENTRAL POINT SCHOOL

DISTRICT NO. 6

300 ASH STREET

CENTRAL POINT, OR 97502

LAND SURVEYOR

PARIANI LAND SURVEYING

P.O. BOX 551

SHADY COVE, OR 97539

(541) 890-1131

NATURAL GAS COMPANY

AVISTA UTILITY

580 BUSINESS PARK DR.

MEDFORD, OR 97504

(800) 227-9187

WATER DEPARTMENT

CITY OF CENTRAL POINT

PUBLIC WORKS DEPARTMENT

140 SO. 3RD STREET

CENTRAL POINT, OR 97502

(541) 664-3321

SEWER & STORM

RVSS

NICK BAKKE, P.E.

138 W. VILAS ROAD

CENTRAL POINT, OR 97502

(541) 779-4140

CIVIL ENGINEER

POWELL ENGINEERING AND CONSULTING

TODD POWELL, P.E.

100 E. MAIN ST. SUITE O

MEDFORD, OR 97501

(541) 613-0723

ELECTRIC COMPANY

PACIFIC POWER & ELECTRIC

920 S. GRAPE ST.

MEDFORD, OR 97501

(541) 773-7751

TELEPHONE COMPANY

CENTURYLINK

150 W. STEWART AVENUE

MEDFORD, OR 97501

(541) 414-3007

RESTROOM PREFABS

CXT, AN L.B. FOSTER COMPANY

606 N. PINES ROAD, SUITE 202

SPOKANE VALLEY, WA 99206

(800) 696-5766

CONTACT INFO:

PROJECT OVERVIEW

SCALE: 1" = 20' - 0"

DRAWING INDEX:

OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED

BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE

RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR

952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES

FROM THE CENTER BY CALLING 1-800-522-2404. IF YOU HAVE

ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE

CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO

BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION.

EXISTING UNDERGROUND UTILITIES ILLUSTRATED IN

THESE PLANS ARE APPROXIMATED BASED ON MAPS

OBTAINED FROM THE CITY OF CENTRAL POINT PUBLIC

WORKS DEPARTMENT, OR HAVE BEEN LOCATED BY A

UTILITY LOCATE COMPANY. LAYOUT INDICATED IS NOT

TO BE RELIED ON AS BEING EXACT OR COMPLETE. ALL

LINES WITHIN PROJECTED WORK ZONE SHALL BE FIELD

VERIFIED AS REQUIRED PRIOR TO CONSTRUCTION.

UTILITY STATEMENT:

CONTRACTOR SHALL OBTAIN A

BUILDING PERMIT FOR PRIVATE

UTILITY CONSTRUCTION.

PRIVATE IMPROVEMENT PLANS

FOR

CENTRAL POINT SCHOOL DISTRICT

LAND LAB RESTROOM

LOCATED IN:

SECTION 34, T.36S, R2W, W.M.

TAX LOT 2200

JACKSON COUNTY, OREGON

LOCATION MAP

NOT TO SCALE

PROJECT

LOCATION

EX. BUILDINGS

NEW CONCRETE WALK

EX. CONCRETE WALK

EX. GRAVEL LOT

NEW GRAVEL RV PAD

NEW BOOT WASH STATION

NEW

RESTROOM

C1.0

EXISTING

CONDITIONS

SURVEY NOTES

1) TOPOGRAPHIC MAP SHOWN AS A

REFERENCE ONLY.

2) CONTACT PARIANI LAND SURVEYING FOR

ADDITIONAL INFORMATION.

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MRF

100 E. Main St., Suite O Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

JOB NO.

24-007

ISSUE DATE:

IFC SET

05/29/24

N O

CHECKED BY: TDP

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SEC.34, T.36S., R2W., W.M. JACKSON COUNTY, OREGON

C6.1

0 10 20

1" = 10'

C3.0

CIVIL SITE

PLAN

PLAN VIEW - CIVIL SITE PLAN

SCALE: 1" = 10' - 0" (24x36)

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ORIGINAL DRAWING

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8, 5:

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M im i F uc in i

MRF

100 E. Main St., Suite O Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

JOB NO.

24-007

ISSUE DATE:

IFC SET

05/29/24

N O

CHECKED BY: TDP

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SEC.34, T.36S., R2W., W.M. JACKSON COUNTY, OREGON

NEW CXT "SANTIAGO"

PREFABRICATED FLUSH RESTROOM

CONCRETE WALK (TYP)

REMOVE (4)

EX. BARRICADES

12.75'

20'

60'

20'

GRAVEL RV PAD

GENERAL NOTES

1. BUILDING PLANS BY OTHERS. SHOWN FOR

REFERENCE ON C6.0.

RESTROOM BLDG

BOOT WASH STATION

EX. CONCRETE WALKS

30'

26'

S-03 C6.0

EX. DECORATIVE ART

C4.0

GRADING &

E.C. PLAN

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M im i F uc in i

MRF

100 E. Main St., Suite O Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

JOB NO.

24-007

ISSUE DATE:

IFC SET

05/29/24

N O

CHECKED BY: TDP

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SEC.34, T.36S., R2W., W.M. JACKSON COUNTY, OREGON

0 10 20

1" = 10'

PLAN VIEW - GRADING AND EROSION CONTROL PLAN

SCALE: 1" = 10' - 0" (24x36)

1231.92 EOC

1231.46 EG

FF ELEV = 1232.00

1231.92 EOC

1231.56 EG

1232.03 EOG

1232.03 EG

1231.86 EOG

1231.86 EG

1231.90 EOG

1231.90 EG

1232.06

EOC/ME

1232.28

EOC/ME

1231.92

EOC 1231.92

EOG/ME

MATCH EXISTING

SIDEWALK ELEVATIONS

1231.92

EOC

MATCH EXISTING

GRAVEL LOT

1231.98

EOC

1231.92

EOC

1231.94

EOC

1232.01

EOC

RE = 1231.85

C5.0

SITE UTILITY

PLAN

KEYNOTES

GENERAL NOTES

1. BUILDING PLANS BY OTHERS. SHOWN FOR

REFERENCE ON C6.0.

2. SITE ELECTRICAL SHOWN AS REFERENCE ONLY.

CONTRACTOR TO COORDINATE ALL ELECTRICAL

WORK WITH ELECTRIC INSTALLER AND PPL.

EXISTING UNDERGROUND UTILITIES ILLUSTRATED IN THESE PLANS ARE

APPROXIMATED BASED ON MAPS OBTAINED FROM THE CITY OF CENTRAL

POINT PUBLIC WORKS, OR HAVE BEEN LOCATED BY A UTILITY LOCATE

COMPANY. LAYOUT INDICATED IS NOT TO BE RELIED ON AS BEING EXACT

OR COMPLETE. ALL LINES WITHIN PROJECTED WORK ZONE SHALL BE

FIELD VERIFIED AS REQUIRED PRIOR TO CONSTRUCTION.

UTILITY STATEMENT:

STATE OF OREGON APPROVED BACKFLOW DEVICE. TESTING

SHALL BE COMPLETED BY AN OREGON CERTIFIED BACKFLOW

ASSEMBLY TESTER.

CITY TO INSTALL 2" WATER SERVICE CONNECTION WITH 1.5"

WATER METER. CONTRACTOR TO PROVIDE EXCAVATION,

BACKFILL, AND SETTING METER TO GRADE.

C6.1

PRIMARY POWER FEED TO BUILDING (SEE ELEC).

CONTRACTOR TO COORDINATE WITH PP&L ON SERVICE FEEDS

TO BUILDING.

SANITARY SEWER CLEANOUT 6-4

C6.1

4" PVC SEWER LATERAL AT 2% MIN. SLOPE

2" DOMESTIC WATER MAIN CONNECTION AT BUILDING

WITH SHUT OFF VALVE.506

RV DUMP545

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SHEET, ADJUST SCALES

ACCORDINGLY

ORIGINAL DRAWING

BAR IS ONE INCH

D ra w in g N am e:

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9, :2 t D at e:

M ay

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M im i F uc in i

MRF

100 E. Main St., Suite O Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

JOB NO.

24-007

ISSUE DATE:

IFC SET

05/29/24

N O

CHECKED BY: TDP

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SEC.34, T.36S., R2W., W.M. JACKSON COUNTY, OREGON

0 10 20

1" = 10'

PLAN VIEW - SITE UTILITY PLAN

SCALE: 1" = 10' - 0" (24x36)

EX. SANITARY SEWER

EX. GAS LINE

EX. OVERHEAD POWER LINE

TO BE REMOVED

NEW UNDERGROUND POWER TO RESTROOM BUILDING.

TO BE INSTALLED 30" BELOW GRADE IN 12" WIDE TRENCH.

EX. WATER SPIGOT

(TYP)

EX. FIRE HYDRANT

EX. IRRIGATION

(TYP)

RV ELECTRIC CONNECTION

(4x4 PT POST WITH RV PLUG)

EXTERIOR HOSE BIB

AND DRINKING FOUNTAIN

EX. OVERHEAD TEL. LINE

(IE ~ 1229.00)

5-6 C6.1

EX. 6" WATER LINE

4" SEWER TAP INTO EXISTING SEWER LINE.

CONTRACTOR TO FIELD VERIFY EXACT LOCATION

AND DEPTH PRIOR TO CONSTRUCTION.

RESTROOM BLDG

FF ELEV = 1232.00

5-1 C6.1

5-2 C6.1

NYLOPLAST OR APROVED EQUAL

8" AREA DRAIN BASIN WITH 12" SUMP546

"DS = DOWNSPOUT"

PIPE DISCHARGE TO RIP RAP PAD

(CONTRACTOR TO FIELD VERIFY EXACT

LOCATION FOR DISCHARGE BASED ON

EXISTING FIELD CONDITIONS)

WOODFORD FROST PROOF YARD HYDRANT WITH MIN. 2' BURY.

PROVIDE MINIMUM 24" CLEAR FROM BOTTOM OF HYDRANT TO

FINISHED GRADE. SECURE TO 4x4 PT POST IF NECESSARY FOR

STABILITY. EQUIVALENT MANUFACTURER ACCEPTABLE UPON

ENGINEER/DISTRICT APPROVAL.

C6.1

NEW UNDERGROUND POWER CONDUIT TO EX. CLASSROOM.

TO BE INSTALLED 30" BELOW GRADE IN 12" WIDE TRENCH.

RE = 1231.85

IE = 1230.85

4" PVC

DRAINAGE

PIPE

EX. POWER POLE

TO BE REMOVED

EX. POWER POLE

(IE ~ 1229.60)

400A ELECTRIC METER

(4x4 PT POST)

C6.0

CTX

DETAILS

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VERIFY SCALES

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

ORIGINAL DRAWING

BAR IS ONE INCH

D ra w in g N am e:

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\A ll

St af f\P ro je ct s\ C ur re nt P ro je ct s\

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M im i F uc in i

MRF

100 E. Main St., Suite O Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

JOB NO.

24-007

ISSUE DATE:

IFC SET

05/29/24

N O

CHECKED BY: TDP

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SEC.34, T.36S., R2W., W.M. JACKSON COUNTY, OREGON

PROJECT

DETAILS

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DRAWN BY:

VERIFY SCALES

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

ORIGINAL DRAWING

BAR IS ONE INCH

D ra w in g N am e:

S :\P

S ha re d

- D oc um en ts

\A ll

St af f\P ro je ct s\ C ur re nt P ro je ct s\

La nd L ab \D ra w in gs

D \L an d

La b

C 1-

C 6.

S av e:

M ay

8, 5:

t D at e:

M ay

9, :2

M im i F uc in i

MRF

100 E. Main St., Suite O Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

JOB NO.

24-007

ISSUE DATE:

IFC SET

05/29/24

N O

CHECKED BY: TDP

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SEC.34, T.36S., R2W., W.M. JACKSON COUNTY, OREGON

1. CONCRETE SHALL BE 3000 PSI MIN., 5" SLUMP (MAX.).

2. COMPACT SUBGRADE AND AGGREGATE TO 95% OF MAXIMUM DRY DENSITY.

3. FINISH SHALL BE MEDIUM BROOM PERPENDICULAR TO PEDESTRIAN TRAFFIC

UNLESS OTHERWISE DIRECTED.

4. CROSS SLOPE OF SIDEWALK SHALL BE 1.5% AWAY FROM THE BUILDING.

4" ~ 3,000 PSI CONCRETE

6" MIN. 3 4"-0"

CRUSHED AGGREGATE

EXPANSION JOINT AT

25-FT O.C. (TYP)PER PLAN

5'-0"

PREFABRICATED

BUILDING EDGE

EXPANSION JOINT AT

BUILDING EDGE (TYP)

CONTRACTION

JOINT AT 5-FT O.C.

(TYP)

EDGE OF CONCRETE

VERTICAL ELEMENT

(WHERE APPLIES)

EXPANSION

JOINT AT

BUILDING EDGE

(TYP)

EX. GRAVEL PARKING LOT

(WHERE APPLIES)

NOTES

SCALE: NTS

CONCRETE WALKS310

1. PROVIDE A MINIMUM 8' TRANSITION SECTION WHEN JOINING CURBS OF

DIFFERENT CROSS SECTIONS.

2. CONCRETE SHALL NOT BE PLACED UNTIL FORMS HAVE BEEN INSPECTED

AND APPROVED.

3. CONCRETE SHALL BE COMMERCIAL GRADE RETAINING THE FOLLOWING

CHARACTERISTICS: ENTRAINED AIR – 4.0% TO 7.0%; SLUMP – 5 INCHES OR

LESS; COMPRESSIVE STRENGTH – MINIMUM 3,300 PSI AT 28 DAYS;

TEMPERATURE – MINIMUM 50°F TO MAXIMUM 90°F.

4. ALL CONCRETE STRUCTURES REINFORCED WITH REBAR SHALL BE

VIBRATED TO REMOVE VOIDS.

5. SURFACE SHALL HAVE A FINISHED TEXTURE THAT WILL NOT BE SLICK

WHEN WET (MEDIUM BROOM FINISH). CURING COMPOUND MAY BE APPLIED

IMMEDIATELY AFTER CONCRETE IS FINISHED. WHITE PIGMENT

RECOMMENDED, CLEAR ACCEPTABLE.

6. AN EDGING TOOL SHALL BE USED ON ALL EDGES AND JOINTS.

7. PROVIDE CONTRACTION JOINTS AT 15’ INTERVALS AND “DUMMY” TOOLED

JOINTS AT 5’ INTERVALS ON CURBS, SIDEWALKS AND APPROACHES.

CONTRACTION JOINT GROOVES SHALL BE AT MINIMUM, 1 ½” DEEP OR

ONE-THIRD THE THICKNESS OF THE CONCRETE.

8. PROVIDE EXPANSION JOINTS OPPOSITE ABUTTING EXPANSION JOINTS IN

ABUTTING CONCRETE, AT EACH POINT OF TANGENCY IN THE STRUCTURE

ALIGNMENT, BETWEEN DRIVEWAYS AND CONCRETE PAVEMENT, AROUND

POLES, POSTS, BOXES AND OTHER FIXTURES WHICH PROTRUDE THROUGH

OR AGAINST THE STRUCTURES, AT ALL BCR’S AND ECR’S, AT MAXIMUM OF

100’ INTERVALS. EXPANSION JOINT MATERIAL SHALL BE OF THE

BITUMINOUS, PREFORMED FILLER TYPE NOT LESS THAN ½” WIDE, PLACED

FLUSH OR NO MORE THAN 1/8” BELOW THE CONCRETE SURFACE.

9. STRAIGHT LINE EDGES SHALL NOT VARY MORE THAN ¼” UNDER A

TWELVE-FOOT STRAIGHT EDGE.

10. CURE AND PROTECT CONCRETE AFTER PLACING AND FINISHING. KEEP

STRUCTURES FREE FROM CONTACT, STRAIN AND PUBLIC TRAFFIC FOR AT

LEAST SEVEN DAYS OR LONGER AS DIRECTED. MIXES TO EXPEDITE CURING

MAY BE USED WITH APPROVAL OF CITY ENGINEER.

11. CONCRETE SHALL BE REMOVED TO THE NEAREST CONTRACTION JOINT,

COLD JOINT OR CRACK WITHIN 4’ OF THE REPLACEMENT AREA. CONCRETE

SHALL BE SAW CUT WITH A SMOOTH, UNIFORM JOINT PROVIDED.

12. EXISTING A/C SHALL BE REMOVED/REPLACED ALONG ENTIRE CURB

SECTION TO A MINIMUM 18” WIDTH UNLESS APPROVED BY ENGINEER OF

RECORD.

CONCRETE NOTES

1. AGGREGATE BASE AND SUBBASE SHALL BE INSTALLED IN MAXIMUM 6" LIFTS AND

MECHANICALLY COMPACTED TO MINIMUM 95% OF THE MAXIMUM DENSITY IN ACCORDANCE

WITH THE AASHTO T-99 METHOD.

2. JUST PRIOR TO INSTALLING AGGREGATE BASE ROCK THE SUBGRADE SHALL BE PROOF

ROLLED. SUBGRADE MATERIAL THAT DOES NOT PASS PROOF ROLL TESTING SHALL BE

REMOVED AND ADDITIONAL CRUSHED ROCK INSTALLED.

NOTES

12" OF AGGREGATE BASE

(3/4"-0" CRUSHED ROCK)

SUBGRADE SHALL BE PROOF ROLL

TESTED PRIOR TO INSTALLING ROCK

BASE MATERIAL.

WOVEN GEOTEXTILE FABRIC

(ACF 200 WOVEN SUPPORT FABRIC,

OR EQUAL)

SCALE: NTS

GRAVEL SECTION319

Land Lab C1-C6-C0.0

C0.0

Land Lab C1-C6-C1.0

C1.0

Land Lab C1-C6-C3.0

C3.0

Land Lab C1-C6-C4.0

C4.0

Land Lab C1-C6-C5.0

C5.0

Land Lab C1-C6-C6.0

C6.0

Land Lab C1-C6-C6.1

C6.1

File details come from the government source that posted it. Updated Jul 31, 2024.