Addendum 1 - ITB 25-041-PW~1.pdf

Rev 4-21-20

March 13, 2025

ADDENDUM #1

Grant Street and Pierce Street Water Main Replacement

ITB 25-041-PW

This addendum modifies the bidding document(s) for work only to the extent indicated herein. All other areas not specifically mentioned or affected by this addendum shall remain in full force. This addendum shall be added as a part of the original bidding document and shall become part of the work required.

Questions and Answers:

Q. What is the engineer’s estimate for this project?

A. The estimate is $1.5 million.

Q. For the 1in service to the meters, would there need to be a plumber onsite to do the private side connections?

A. EWEB will tie in new services to existing private plumbing after EWEB completes disinfection. Contractor does not need to provide a plumber. The Standard details shows all the work on the private side of the meter as by “EWEB” and the existing services are part of the “live system” which only EWEB can work on by the drawings, specs, and standards.

Description of Change(s)

1. Replace Section 00400 Bid Form in its entirety with the Revised – Bid Form attached.

2. Replace Section 01200 Measurement and Payment in its entirety with the Revised – Section 01200 attached.

3. Replace Drawing package in its entirety with the attached drawing set revised on 3/11/25.

4. Incorporate the attached Traffic Control plans:

- 18th Ave & Pierce St (Flagging)

- 18th Ave & Pierce St (Lane shift)

- 22nd & Chambers St (lane shift)

CLOSING DATE AND TIME

Remains unchanged.

This addendum constitutes a MATERIAL CHANGE to the bid. ITS RECEIPT BY THE BIDDER IS TO BE ACKNOWLEDGED BY A SIGNATURE AND RETURNING A COPY OF THE ADDENDUM WITH ITS RESPONSE OR BY CIRCLING THE ADDENDUM

NUMBER IN THE APPROPRIATE AREA ON THE BID FORM.

Addendum prepared by:

Wendy Lopez, Purchasing Analyst

The undersigned hereby acknowledges receipt of this Addendum and agrees to be bound by the conditions therein.

Company Name: ________________________________

Signature: ______________________________________ Date __________________________

End of Addendum

Eugene Water & Electric Board Section 00400

Rev. 09/2024 Section 00400

BID FORM - REVISED

PROJECT: Grant Street and Pierce Street Water Main Replacement

BID OPENING: Thursday, March 20, 2025, 2:00 PM PT

LOCATION: Eugene Water & Electric Board (EWEB) Roosevelt Operations Center 4200 Roosevelt, Blvd Eugene, OR 97402 Phone: 541-685-7150

BID SUBMISSION

Complete, sign, and return the following documents as bid response. Failing to include these documents could lead to rejection of bid.

00400 BID FORM

SIGNED ADDENDA (OR ACKNOWLEDGED ON 00400 BID FORM)

00450 MINIMUM QUALIFICATIONS FORM

00610 BID BOND (If bid is over $100,000)

00430-A FIRST TIER SUBCONTRACTOR FORM

ALL DOCUMENTS COMBINED IN ONE PDF FILE, EXCEPT THAT 1ST TIER SUBCONTRACTOR FORM

MAY BE SUBMITTED SEPARATELY

A. EXCEPTIONS: Bidders, please note that any exceptions or stipulations to any of the requirements of this solicitation must be submitted in accordance with Section 00200, 1.1(g), Protest or Request for Changes of Specifications and/or Bidding Requirements. Exceptions that are not submitted in compliance with Section 00200, 1.1(g), may cause your bid to be ruled non-responsive.

B. ACKNOWLEDGMENT OF RECEIPT OF ADDENDA TO BID DOCUMENTS:

Bidder acknowledges receipt of Addenda and agrees to be bound by their contents.

Circle each bid Addendum posted: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, None Posted

C. CCB/LCB REGISTRATION NUMBER - EWEB Rule 5-0230 Eligibility to Bid; Registration or License

Construction Contracts. EWEB shall not consider a Person's Offer to do Work as a contractor, as defined in ORS 701.005(2), unless the Person has a current, valid certificate of registration issued by the Construction Contractors Board at the time the Offer is made.

Non-complying Entities. EWEB shall deem an Offer non-responsive if it is received from a Person that fails to comply with this rule and shall reject the Offer as stated in ORS 279C.365(1)(k), unless contrary to federal law or subject to different timing requirements set by federal funding agencies.

Bidder is in compliance with the requirements of and is registered and bonded with the State of Oregon Construction Contractor's Board or Landscape Contractors Board as follows:

Registration classification:

Registration No.: Expiration Date:

D. RESPONSIBILITY:

Prior to awarding a Public Improvement Contract, EWEB shall determine whether the lowest Responsible Bidder meets the standards of Responsibility, as defined in ORS 279C.375.

E. BIDDER RESIDENCY INFORMATION:

ORS 279A.120 states, "For the purposes of awarding a public contract, a contracting agency shall":

o Give preference to goods or services that have been manufactured or produced in this state if price, fitness, availability and quality are otherwise equal; and o Add a percent increase to the bid of a non-resident bidder equal to the percent, if any, of the preference given to the bidder in the state in which the bidder resides.

“Resident bidder” means a bidder that has paid unemployment taxes or income taxes in the state of Oregon during the 12 calendar months immediately preceding submission of the bid, has a business address in this state, and has stated in the bid whether the bidder is a “resident bidder” under this paragraph.

“Non-resident Bidder” means a Bidder who is not a “resident Bidder” as defined above

1. CHECK ONE: Bidder is a ( ) RESIDENT Bidder ( ) NON-RESIDENT Bidder.

2. If resident bidder, enter your Oregon business address: (physical and mailing address)

3. If a non-resident bidder, enter state of residency:

4. If a non-resident bidder, do you or your company receive, or are you or your company eligible for any preference in award of contracts with your state’s government or with other governmental bodies in your state?

CHECK ONE: ( ) YES ( ) NO

If YES, state the preference percentage: _________________%

If YES, but not a percentage of bid price, describe the preference:

If YES, state the law or regulation that allows the preference described (legal citation):

F. ASSURANCES:

1. The Bidder hereby offers to furnish all labor, equipment, materials, and to perform all work, as bid, in strict accordance with all requirements of the above-named project.

2. The Bidder certifies that Bidder has read, understands, and will comply with the drug testing requirements set forth in Section 00430-B.

3. Bidder acknowledges and agrees that, if this Contract is for a Public Work subject to ORS 279C.800 to 279C.870, Bidder will comply with ORS 279C.840, as applicable.

4. Bidder certifies that all statements in the bid are true.

5. Bidder understands that this Offer shall be subject to acceptance for ninety (90) calendar days from date of opening; thereafter it may be withdrawn.

G. NON-COLLUSION: ORS 279A.010 and 279A.990 By signing and submitting a bid, Bidder certifies that:

1. Bidder has arrived at the specifics of the bid, including price and amounts, independently and without communication or agreement with another Bidder, except as disclosed in a separately attached statement;

2. The Bidder is not submitting the bid in the interest of or on behalf of any undisclosed person;

3. The Bidder has not directly or indirectly induced or solicited another Bidder in order to benefit a third person, to submit a false or sham bid, to refrain from bidding or to change a bid;

4. The Bidder has not directly or indirectly disclosed the Bidder's bid price, a breakdown of the price, the contents of the price or information or data related to the price to another Bidder;

5. The Bidder has not sought through communication or agreement with a person to fix the bid price of the Bidder or another Bidder, to fix an overhead, profit or cost element of the bid price of the Bidder or another Bidder or to secure any advantage against the contracting agency or any other person interested in the public contract;

6. The Bidder has not directly or indirectly expressed an interest or lack of interest in the public contract, or paid or offered to pay a fee to a person, to cause a collusive or sham bid;

7. The bid is genuine and not collusive or a sham.

H. ACKNOWLEDGMENTS:

1. The Bidder acknowledges that the Contract consists of the following documents: Amendment to the Proposed Contract, Bid Form, First-tier Sub-Contractor Disclosure Form, Drug Testing Program Requirements, Minimum Qualifications, Performance Bond, Payment Bond, Certificate for Payment, Accounts Affidavit, Certificate of Completion, EWEB General Provisions and Supplements, Prevailing Wage Requirements, Change Order Form, Specifications, Drawings, and Attachments.

2. The Bidder declares that he/she has carefully examined the terms of this Contract and has personally inspected and is satisfied with conditions at the Project site.

3. The Bidder hereby states that he/she shall abide by the provisions of ORS 279C.830(1) relating to

Prevailing Wages Rates.

4. A bid bond, performance bond, and payment bond are required. The Bidder encloses with this bid acceptable security in the amount of ten percent (10%) of the total amount of the bid, made payable to the Owner. The bid security shall be forfeited as liquidated damages if bid is accepted by Owner and Bidder fails to execute the Contract, provide the performance and payment bonds in the amount of 100% of the total amount of the bid, and provide the required evidence of insurance, as described below (Section 00700), within the time allowed.

5. Bidder further agrees:

a. To start work within ten (10) calendar days after receipt from the Owner of Notice to Proceed;

to prosecute the work with diligence to its completion as follows:

Substantial Completion – August 1, 2025 Final Completion – September 1, 2025

b. To pay to the Owner as liquidated damages the amount detailed in Section 00800, Item SGC-

H.1.

c. To accept as full payment for the Lump Sum and Unit Price Work, the amounts computed in the Bid Schedule below. For Unit Price Work, Bidder agrees that the unit price represents a true measure of the labor, materials, and services required to furnish and install the item, including all allowances for overhead and profit.

Bid Schedule

Item No.

Description Unit* Estimated Quantity

Unit Price Estimated Total Price

1 Mobilization, Bonds, Insurance and Demobilization LS ---- ---- $

2 Over excavation CY 10 $ $

3 12-inch diameter ductile iron pipe LF 2690 $ $

4 12-inch diameter gate valves EA 7 $ $

5 8-inch diameter ductile iron pipe LF 1425 $ $

6 8-inch diameter gate valves EA 4 $ $

7 6-inch diameter ductile iron pipe LF 30 $ $

8 6-inch diameter gate valves EA 3 $ $

9 1-inch Long Services with 1” angle meter stop and (41) 5/8”x1” bushings EA 44 $ $

10 1-inch Short Services with 1” angle meter stop and (41) 5/8” x1” bushings EA 47 $ $

11 Fire Hydrant Assembly EA 2 $ $

12 Locate tracer wire continuity testing LS ----- ----- $

13 4-inch/6-inch/8-inch Diameter Sanitary Sewer Line Repair LF 480 $ $

14 Curb/Gutter LF 90 $ $

15 Sidewalk SY 60 $ $

16 Temporary Asphalt Restoration SY 1350 $ $

17 Permanent Asphalt Restoration TON 120 $ $

18 Erosion control and protective tree fencing LS ----- ----- $

19 Traffic Control LS ----- ----- $

20 As-built drawings LS ----- ----- $

Bid Total (Sum of extended total of Items 1- 20)

*Abbreviations LS – Lump sum LF – Lineal feet EA – Each SY – Square Yard

6. EWEB is an Equal Employment Opportunity and Affirmative Action employer and requires

Contractors and their sub-contractors to follow EEO/AA practices in their performance of this Contract.

7. MWESB STATUS: EWEB encourages contracting with minority owned, woman owned, and emerging small businesses (MWESB). The State of Oregon offers a certification process. Indicate below if your business is a MWESB and if so, which categories have been state certified.

MWESB Certified? (Indicate Yes or No) _______

If yes, please indicate which of the following applies: ______________________________

Minority Owned, Woman Owned, Emerging Small Business, or Veteran Owned

8. Bidder’s Project Manager – Contact Information

Name:

Email:

Phone:

9. Staff Member in charge of bid response – Contact Information

Name:

Email:

Phone:

The Contractor represents and warrants to the Owner that Contractor has the power and authority to enter into and perform this Contract, and that this Contract, when executed and delivered, shall be a valid and binding obligation of Contractor, enforceable in accordance with its terms. Contractor further warrants that the work of this Contract shall be performed in good and workmanlike manner, and that Contractor shall, at all times, be qualified, competent and current with any necessary licenses to perform work set forth in this Contract.

EUGENE WATER & ELECTRIC BOARD CONTRACTOR

Contract Administrator - Company Name

Supervisor – Signed

Manager – Name and Title (Print or Type)

ET (if required) – Office Address

Purchasing Supervisor – Quentin Furrow Office Phone

Date Signed and Executed Date Signed

End of Section 00400

March 2025 01200-1 Eugene Water & Electric Board WO#: 2403421 Grant St & Pierce St

8” & 12” Water Main Replacements

SECTION 01200 - REVISED

MEASUREMENT AND PAYMENT

1.01 SECTION INCLUDES

A. Requirements for measurement and payment for unit price items.

1.02 GENERAL

A. The total bid price shall cover all work required by the Contract Documents and cover all costs in connection with the proper and successful completion of the work. The final price shall include furnishing materials, equipment, supplies, and appurtenances; providing all construction equipment and tools necessary to complete the work; performing all necessary labor and supervision; and profit and overhead.

B. Payment for work bid at a unit price will be made only for actual quantities of accepted work, measured as specified below. The quantities appearing in the bid schedule are approximate and are provided for comparison of bids. EWEB does not warrant that the actual individual items, amount of work, or quantities will correspond to those shown in the bid schedule.

C. Items bid on a “Lump Sum” basis shall result in a complete structure or system in satisfactory working condition in respect to functionality of the installation.

1.03 MEASUREMENT AND PAYMENT

A. The numbers below correspond to the bid item numbers listed in Section 00400.

1. Mobilization, Bonds, Insurance and Demobilization

a. This item includes all requirements for mobilization, bonds, insurance, and demobilization.

b. Measurement:

This item will not be measured.

c. Payment:

The amount paid for mobilization in the progress payment will be based on the percent of the original contract amount, as follows:

i. When 5% of the work is completed: 75 percent of the amount for mobilization and demobilization will be paid

ii. When all work is substantially complete: the remaining amount will be paid

March 2025 01200-2 Eugene Water & Electric Board

8” & 12” Water Main Replacements

2. Over-excavation

a. This item includes all work required to excavate, remove from the site, and dispose of all material generated from over-excavation.

b. Measurement:

Measurement will be calculated based on the maximum trench width shown on the drawings and the authorized thickness of the over excavation.

c. Payment:

Payment will be on a cubic yard basis.

3. 12-inch Diameter Ductile Iron Pipe:

a. This item includes all materials and work required for furnishing and installing 12-inch ductile iron (DI) pipe, including all trenching to the depths shown on the drawings, backfilling to the top of the aggregate road base, saw cutting existing asphalt concrete pavement and concrete surfacing, utility crossings, concrete encasement, all required joint restraint systems for pipe, fittings, appurtenances and temporary flush ends. Pavement removal beyond the trench width is considered incidental to the work.

b. Measurement:

Measurement will be based on total horizontal length, measured at the ground surface, of piping constructed as indicated on the Drawings without deduction for fittings and valves. When water mains intersect, the measurement of each main shall be to the intersection of the center lines of the connecting fittings.

c. Payment:

Payment for the 12-inch Ductile Iron Pipe, measured as specified above will be paid at the contract price per linear foot.

4. 12-inch diameter gate valves:

a. This item includes all materials and work associated with furnishing and installing 12-inch gate valves, including valve boxes, covers, concrete collars, risers and extensions if required.

March 2025 01200-3 Eugene Water & Electric Board

8” & 12” Water Main Replacements

b. Measurement:

Measurement will be based on a count of the number of valves installed.

c. Payment:

Payment for the 12-inch gate valves will be on a per valve basis.

5. 8” Diameter Ductile Iron Pipe

a. This item includes all materials and work required for furnishing and installing 8-inch ductile iron (DI) pipe, including all trenching to the depths shown on the drawings, backfilling to the top of the aggregate road base, saw cutting existing asphalt concrete pavement and concrete surfacing, utility crossings, concrete encasement, all required joint restraint systems for pipe, fittings, appurtenances and temporary flush ends. Pavement removal beyond the trench width is considered incidental to the work and included in the unit price item.

the ground surface, of piping constructed as indicated on the Drawings without deduction for fittings and valves. When water mains intersect, the measurement of each main shall be to the intersection of the center lines of the connecting fittings.

c. Payment:

Payment for the 8-inch Ductile Iron Pipe, measured as specified

6. 8-inch diameter gate valves:

furnishing and installing 8-inch gate valves, including valve boxes, covers, concrete collars, risers and extensions if required.

Measurement will be based on a count of the number of valves

March 2025 01200-4 Eugene Water & Electric Board

8” & 12” Water Main Replacements installed.

c. Payment:

Payment for the 8-inch gate valves will be on a per valve basis.

7. 6” Diameter Ductile Iron Pipe

a. This item includes all materials and work required for furnishing and installing 6-inch ductile iron (DI) pipe, including all trenching to the depths shown on the drawings, backfilling to the top of the aggregate road base, saw cutting existing asphalt concrete pavement and concrete surfacing, utility crossings, concrete encasement, all required joint restraint systems for pipe, fittings, appurtenances and temporary flush ends. Pavement removal beyond the trench width is considered incidental to the work and included in the unit price item.

the ground surface, of piping constructed as indicated on the Drawings without deduction for fittings and valves. When water mains intersect, the measurement of each main shall be to the intersection of the center lines of the connecting fittings.

c. Payment:

Payment for the 6-inch Ductile Iron Pipe, measured as specified

8. 6-inch diameter gate valves:

furnishing and installing 6-inch buried valves, including valve boxes, covers, concrete collars, risers and extensions if required.

b. Measurement:

Measurement will be based on a count of the number of valves installed.

March 2025 01200-5 Eugene Water & Electric Board

8” & 12” Water Main Replacements

Payment for the 6-inch gate valves will be on a per valve basis.

9. 1-inch Long Service with (41) 5/8”x1" Brass Bushings

a. This item includes all work associated with installing a new 1-inch long service line per EWEB’s standards including all labor, equipment, and materials. Provide and install brass bushings as required to match size of existing service.

b. Measurement:

Measurement will be based on a count of the number of 1-inch long services installed.

Payment for the 1-inch long service will be on a per service basis.

10. 1-inch Short Service (41) 5/8"x1” Brass Bushings

a. This item includes all work associated with installing a new 1-inch Short service line per EWEB’s standards including all labor, equipment and materials. Provide and install brass bushings as required to match size of existing service.

b. Measurement:

Measurement will be based on a count of the number of 1-inch Short services installed.

Payment for the 1-inch Short service will be on a per service basis.

11. Fire Hydrant Assembly

a. This item includes all items includes all labor, materials, equipment, and costs associated with installing a fire hydrant assembly, including valves, fittings, restraints, valve boxes, covers, concrete splash pad, and appurtenances. 6-inch pipe laterals 20 feet or shorter shall be incidental to this item.

Measurement will be based on a count of the number of fire

March 2025 01200-6 Eugene Water & Electric Board

8” & 12” Water Main Replacements hydrants installed.

Payment for the fire hydrant will be on a per fire hydrant basis.

12. Locate tracer wire continuity Testing

a. This item includes all labor, materials, and equipment associated with locate tracer wire continuity testing. Provide 3rd Party testing report stating the locate wire is continuously traceable the entire length of the project.

b. Measurement:

This item will not be measured.

c. Payment:

Payment for locate tracer wire continuity testing will be on a lump sum basis after receipt and acceptance of report.

13. 4-inch/6-inch/8-inch Diameter Sanitary Sewer Line Repair

a. This item includes all work required for replacing 4 inch, 6-inch, or 8 inch diameter sanitary sewer lines using polyvinyl chloride (PVC), AWWA C900 DR18 colored green to City of Eugene standards of a minimum of 10-feet past water pipelines in accordance with applicable water sewer separation requirements.

Provide City approved rubber couplers with stainless steel shear collar. Adjust slopes to go beneath water lines where feasible.

Contractor shall furnish materials including all trenching, backfilling to the top of the aggregate road base, cold mix trench patch, saw cutting existing asphalt concrete pavement and concrete surfacing, and utility crossings. Sewer line shall be encased in CLSM and is incidental to this bid item. Contractor to obtain all permits and inspections needed to complete work.

b. Measurement:

Measurement will be based on total horizontal length, measured at the ground surface of 4-inch, 6-inch or 8-inch sanitary sewer pipe installed.

March 2025 01200-7 Eugene Water & Electric Board

8” & 12” Water Main Replacements

Payment for 4-inch/6-inch/8-inch polyvinyl chloride pipe, measured as specified above will be paid at the contract price per lineal foot.

14. Curb/Gutter

a. This item includes all labor, materials, equipment, and costs associated with curb and gutter restoration per city of Eugene standards and permit requirements.

b. Measurement:

Measurement will be based on lineal measurement of curb and/or gutter installed.

c. Payment:

Payment for curb/gutter restoration will be on a linear foot basis.

15. Sidewalk

a. This item includes all labor, materials, equipment, and costs associated with curb and gutter restoration per city of Eugene standards and permit requirements.

b. Measurement:

Measurement will be based on the square yards of sidewalk installed.

c. Payment:

Payment for sidewalk restoration will be on the square yards of concrete sidewalk installed.

16. Temporary Asphalt Restoration associated with installing and maintaining temporary asphalt patch.

Temporary patch to be a minimum of 2” of HMAC or an ODOT approved high performance cold mix.

Measurement will be based on the actual length of pipe installed

March 2025 01200-8 Eugene Water & Electric Board

8” & 12” Water Main Replacements multiplied by the trench width at the sawcuts for the new surfacing.

c. Payment:

Payment for temporary asphalt restoration will be on a per square yard basis.

17. Permanent Asphalt Restoration associated with installing permanent asphalt patch per city of Eugene standards and permit requirements.

b. Measurement:

Measurement will be based on actual tons of HMAC installed based on certified weigh tickets.

c. Payment:

Payment for permanent asphalt restoration will be on a per ton basis.

18. Erosion Control and Tree Protection

a. This item includes all labor, equipment, materials, planning, permitting design, and maintenance for developing an erosion control plan, implementing erosion control measures, and installing protective tree fencing. This bid also includes all necessary vacuum excavation necessary to protect and work around existing tree roots in accordance with City of Eugene requirements.

b. Measurement:

This item will not be measured.

c. Payment:

Payment for erosion control and protective tree fencing will be on a lump sum basis.

19. Traffic Control

a. This item includes all labor, materials, and equipment associated with preparing a traffic control plan, maintenance and protection in

March 2025 01200-9 Eugene Water & Electric Board

8” & 12” Water Main Replacements accordance with an approved traffic control plan, temporary fencing, flagging, and safety barricades.

b. Measurement:

This item will not be measured.

Payment for Traffic Control will be on a lump sum basis.

20. As-built drawings

a. All work associated with developing and submitting as-built records including contractor markups, valve cards, and performing as-built survey

b. Measurement:

This item will not be measured.

c. Payment:

Payment will be on a lump sum basis after as-built records are approved by EWEB.

Items Not Listed

a. Where work is required but does not appear as a separate item in the bid form, the cost for that work shall be included and incidental to the unit prices listed in the bid schedule.

END OF SECTION

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EUGENE, OREGON

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B-41086-C4

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

PIERCE ST PLAN & PROFILE

STA: 16+00 TO 18+00

N O

R T

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

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AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C5

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

PIERCE ST PLAN & PROFILE

STA: 18+00 TO 20+00

N O

R T

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C6

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

PIERCE ST PLAN & PROFILE

STA: 20+00 TO 22+00

N O

R T

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C7

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

PIERCE ST PLAN & PROFILE

STA: 22+00 TO 24+00

N O

R T

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C8

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

PIERCE ST PLAN & PROFILE

STA: 24+00 TO 26+00

N O

R T

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C9

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

PIERCE ST PLAN & PROFILE

STA: 26+00 TO 28+00

N O

R T

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C10

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

PIERCE ST PLAN & PROFILE

STA: 28+00 TO 30+00

N O

R T

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C11

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

PIERCE ST PLAN & PROFILE

STA: 30+00 TO 32+00

N O

R T

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C12

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

PIERCE ST PLAN & PROFILE

STA: 32+00 TO 34+00

N O

R T H

NORTH

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C13

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

23RD ST PLAN & PROFILE

STA: 34+00 TO 36+00

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C14

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

23RD ST PLAN & PROFILE

STA: 36+00 TO 36+75

NORTH

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C15

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

GRANT ST PLAN & PROFILE

STA: 9+75 TO 12+00

N O

R T H

N O

R T

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C16

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

GRANT ST PLAN & PROFILE

STA: 12+00 TO 14+00

N O

R

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C17

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

GRANT ST PLAN & PROFILE

STA: 14+00 TO 16+00

N O

R

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C18

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

GRANT ST PLAN & PROFILE

STA: 16+00 TO 18+00

N O

R T

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C19

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

22ND AVE PLAN & PROFILE

STA: 22+00 TO 24+00

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C20

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

22ND AVE PLAN & PROFILE

STA: 24+00 TO 26+00

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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FUNC BY CHK APP EWEB WORK

ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C21

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

22ND AVE PLAN & PROFILE

STA: 26+00 TO 28+00

DATE:

REV DATE DWN CHK APP

DWG NO:

REV

STD

STANDARDS CHECKEWEB PROJECT SHEET NO:

SCALE:

REVISION DESCRIPTION

LINE IS 1 INCH

AT FULL SIZE

(IF NOT 1" - SCALE ACCORDINGLY)

REV NO.

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FUNC BY CHK APP EWEB WORK

ORDER NO.

2403421

AS NOTED2-5-25

B-41086-C22

CB/CCI

ESR

WATER DISTRIBUTION

WATER MAIN REPLACEMENT

PIERCE/GRANT ST - W 18TH AVE TO E 24TH AVE

22ND AVE PLAN & PROFILE

STA: 28+00 TO 28+75