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Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water Main Replacements PWP Bid No.: WA-2018-029 TMWA Capital Project No.: 10-0001.0048 November 22, 2017 The following information, clarifications, changes and modifications are by reference incorporated into the bid documents for the above referenced project. Any work item or contract provision not changed or modified will remain in full force and effect. The bid date and time and construction schedule remain the same. CLARIFICATION, QUESTIONS AND RESPONSES AND DRAWINGS CLARIFICATION Clarification Item No. 1: Bidding Procedures Section 1- Bid Proposal Forms Bid Schedule: Replace the Bid Schedule with the attached revised version (Attachment “A”). The quantity for Item 6, Main Retirement, has been revised. Original Scheduled Value of 3,279 LF; Replaced with 3,711 LF. Clarification Item No. 2: Pre-Bid Meeting Clarification: Pre-Bid Agenda from Tuesday, November 14. Item 2) c) PWP BID NO.: reads WA-2017-029. Replace with WA-2018-029 QUESTIONS AND RESPONSES Question No. 1: Please verify the quantity for bid item #3 is correct. It appears the pipe footage on P3 was not accounted for. Response to Question No. 1: Pipe quantities for Bid Schedule item #3 have been reviewed and verified to be correct. Question No. 2: Please verify the quantity in bid item #4 is correct. Response to Question No. 2: Pipe quantities for Bid Schedule item #4 have been reviewed and verified to be correct.

Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

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Page 1: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

Addendum No. 1

Wheeler, Roberts, Moran and Stewart Water Main Replacements

PWP Bid No.: WA-2018-029

TMWA Capital Project No.: 10-0001.0048

November 22, 2017

The following information, clarifications, changes and modifications are by reference incorporated into

the bid documents for the above referenced project. Any work item or contract provision not changed or

modified will remain in full force and effect. The bid date and time and construction schedule remain the

same.

CLARIFICATION, QUESTIONS AND RESPONSES AND DRAWINGS

CLARIFICATION

Clarification Item No. 1: Bidding Procedures – Section 1- Bid Proposal Forms – Bid Schedule:

Replace the Bid Schedule with the attached revised version (Attachment “A”). The quantity for Item 6,

Main Retirement, has been revised. Original Scheduled Value of 3,279 LF; Replaced with 3,711 LF.

Clarification Item No. 2: Pre-Bid Meeting Clarification:

Pre-Bid Agenda from Tuesday, November 14. Item 2) c) PWP BID NO.: reads WA-2017-029. Replace

with WA-2018-029

QUESTIONS AND RESPONSES

Question No. 1: Please verify the quantity for bid item #3 is correct. It appears the pipe footage on P3

was not accounted for.

Response to Question No. 1: Pipe quantities for Bid Schedule item #3 have been reviewed and verified

to be correct.

Question No. 2: Please verify the quantity in bid item #4 is correct.

Response to Question No. 2: Pipe quantities for Bid Schedule item #4 have been reviewed and

verified to be correct.

Page 2: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

DRAWINGS

1. Replace the following Drawings with the attached revised versions (Attachment “B”).

• Drawing P1 (Sheet No. 5) – Revised pipe length callout on plan view for 8” diameter

pipe.

• Drawing P2 (Sheet No. 6) – Added pipe length callout on plan view for 8” diameter pipe.

• Drawing P3 (Sheet No. 7) – Revised pipe length callout on plan view for 6” diameter

pipe. Corrected pipe size to 6” diameter on profile.

• Drawing P5 (Sheet No. 9) - Corrected pipe size to 6” diameter on profile.

• Drawing P6 (Sheet No. 10) – Added pipe length callout on plan view for 6” diameter

pipe. Revised pipe length callout on plan view for 6” diameter pipe.

• Drawing P7 (Sheet No. 11) – Revised water main location to provide minimum

horizontal separation from existing storm drain. Corrected pipe size to 6” diameter on

profile.

• Drawing P9 (Sheet No. 13) – Added callout to retire existing 4” diameter main.

QUESTION CUT-OFF DATE: November 28, 2017

END OF ADDENDUM NO. 1

Page 3: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

ATTACHMENT “A”

Page 4: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

BID PROPOSAL FORMS

REVISED 11/21/17

Page 5: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

Master Form Invitation to Bid.rev 9.4.13 Page 2

BID BOND KNOW ALL MEN BY THESE PRESENTS, that I/We

as Principal, hereinafter called Contractor, and a corporation duly organized or authorized to do business under the laws of the State of Nevada, as Surety, hereinafter called the

Surety, are held and firmly bound unto Truckee Meadows Water Authority, a joint powers authority created pursuant to NRS

Chapter 277, for the sum of

$ Dollars (state sum in words) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns,

jointly and severally, firmly by these presents. This bond shall be governed by the laws of the State of Nevada.

WHEREAS, the Principal has submitted a bid, identified as PWP No: WA-2018-029 and titled “Wheeler, Roberts, Moran

and Stewart Water Main Replacements.”

NOW, THEREFORE if Truckee Meadows Water Authority shall accept the bid of the Principal and the Principal shall enter

into a contract with Truckee Meadows Water Authority in Accordance with the terms of such bid, and give such bond or bonds as may be

specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the

prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such

Contract and give such bond or bonds, if the Principal shall pay to Truckee Meadows Water Authority the difference not to exceed the

penalty hereof between the amount specified in said bid and such larger amount for which Truckee Meadows Water Authority may in

good faith contract with another party to perform work covered by said bid or an appropriate liquidated amount as specified in the

Invitation for Bids then this obligation shall be null and void, otherwise to remain in full force and effect.

Executed on this day of , 20

(Signature of Principal)

Name:

Title:

(Seal)

Firm:

Address:

City/ State / Zip Code:

Written Name of Principal:

(Signature of Notary)

ATTEST NAME:

Subscribed and sworn before me this day of , 20 (printed name of notary) Notary Public for the State of

Claims Under This Bond May Be Addressed To:

Name of Surety

Address

City

State/Zip Code

Name

Title

Phone

Surety's Acknowledgment

NOTICE: No substitution or revision to this bond form will be accepted. Sureties must be authorized to do business in and have

an agent for service of process in the State of Nevada. Certified copy of Power of Attorney must be attached.

Page 6: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

BID SCHEDULES – REVISED 11/21/17

(Cont)

Master Form Invitation to Bid.rev 9.4.13 Page 3

BID SCHEDULES – REVISED 11/21/17

PWP #: PWP#WA-2018-029

BID TITLE: Wheeler, Roberts, Moran and Stewart Water Main Replacements

NOTICE: No substitution or revision to this Bid Schedule form will be accepted. Truckee Meadows Water

Authority will reject any Bid that is received that has changes or alterations to this document. Although

the Prevailing Wages are provided in this bid document, the bidder is responsible to verify with the

Labor Commissioner if any addendums have been issued. If different, the successful bidder will be

required to provide the current Prevailing Wages used in preparation of their bid within 24 hours of bid

submission.

PRICES must be valid for 30 calendar days after the bid opening.

A COPY OF THE "CERTIFICATE" of eligibility to receive a preference in bidding on public works issued to

him/her by the State Contractors' Board and (if claiming Locals Preference) the Local’s Preference Affidavit (provided

above) must be submitted with his/her bid to the Contracts Division for the preference to be considered. These Statutes

do not apply to projects expected to cost less than $250,000.

COMPLETION of this project is expected PURSUANT TO CONTRACT DOCUMENTS.

BIDDER acknowledges receipt of _______ Addendums.

Item pricing on this schedule is for use in preparing the schedule of values that will be used as a basis for partial

payment during construction and for internal TMWA use. Item descriptions are not intended to be all inclusive.

Bidders shall include costs for work not specifically mentioned in the most appropriate item.

Refer to Article 7 of the General Conditions for a list of items that may be included in the mobilization bid item.

TMWA reserves the right to perform extra work using time and expense or negotiated lump sum procedures.

The Contract Sum will be adjusted (increased or decreased) for actual quantities per unit price items. Lump sum items

will not be adjusted.

Compliance with all permit and environmental requirements is incidental to the Work. No separate bid item, or

additional payment provisions, shall be made for operational constraints or conditions placed on the Work by

permitting agency requirements.

______________________________________________

(signature)

SUMMARY

Description Scheduled Unit Total

Value Unit Price Price

1. Mobilization and Demobilization (NTE 5%):

Include all front-end costs associated with bonding,

insurance, temporary facilities, project schedule,

submittals; and materials, labor, and equipment

mobilization to the project site. Include all back-end costs

associated with project and contract closeout, including

demobilization from the site. The lump sum price bid shall

1 LS

Page 7: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

BID SCHEDULES – REVISED 11/21/17

(Cont)

Master Form Invitation to Bid.rev 9.4.13 Page 4

Description Scheduled Unit Total

Value Unit Price Price

not exceed 5 percent of the total bid amount.

2. Furnish and Install Traffic Control: Include all

costs for all labor, equipment, and incidentals necessary to

comply with these Specifications including, but not

limited to, preparation and distribution of plans, notices

and reports; setup, removal and maintenance of all

barricades, signs (including custom signs), channelizing

devices, barrel cones, flag persons, detours, arrow boards,

and message boards; temporary striping; temporary

paving; temporary aggregate base; and plantmix asphalt

pavement ramps. There shall be no additional payment for

changes in the traffic control plan required as a result of

changes in the Contractor’s work method or schedule.

1 LS

3. 6-inch Diameter Water Main (Ductile Iron):

Include all labor, equipment, and materials required to

complete the installation of the water main, including, but

not limited to, coordination of delivery, inspection and

storage of materials; removal and disposal of existing

improvements regardless of material; trench excavation

(including haul and disposal of unusable and excess

excavated material); removal and disposal of

Transite/asbestos cement pipe; furnishing and installing

all restrained joint pipe, fittings, restraints, concrete thrust

blocks, and locator wires; laying and jointing pipe; flush

valve assembly; pipe bedding, trench backfill,

compaction and compaction testing; water main testing,

disinfection, flushing, care and transportation of testing

samples to laboratory; temporary asphalt pavement

restoration; and clean-up, all in accordance with the

Contract Documents.

2,574 LF

4. 8-inch Diameter Water Main (Ductile Iron):

Include all labor, equipment, and materials required to

complete the installation of the water main, including, but

not limited to, coordination of delivery, inspection and

storage of materials; removal and disposal of existing

improvements regardless of material; trench excavation

(including haul and disposal of unusable and excess

excavated material); removal and disposal of

Transite/asbestos cement pipe; furnishing and installing

all restrained joint pipe, fittings, restraints, concrete thrust

blocks, and locator wires; laying and jointing pipe; flush

valve assembly; pipe bedding, trench backfill,

compaction and compaction testing; water main testing,

disinfection, flushing, care and transportation of testing

samples to laboratory; temporary asphalt pavement

restoration; and clean-up, all in accordance with the

Contract Documents.

707 LF

Page 8: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

BID SCHEDULES – REVISED 11/21/17

(Cont)

Master Form Invitation to Bid.rev 9.4.13 Page 5

Description Scheduled Unit Total

Value Unit Price Price

5. Reconnection of Existing Service Lines: Include all

labor, equipment, and materials required to complete the

installation of the service lines, including, but not limited

to, coordination of delivery, inspection and storage of

materials; removal and disposal of existing improvements

regardless of material; trench excavation (including haul

and disposal of unusable and excess excavated material);

furnishing and installing all service lines, fittings, service

taps, and locator wires; abandonment of service

connections to existing water main; laying and jointing

pipe; pipe bedding, trench backfill, compaction and

compaction testing; temporary asphalt pavement

restoration; and clean-up, all in accordance with the

Contract Documents.

111 EA

6. Main Retirement: Retire in place 4- through10-inch

diameter water mains, including cutting of existing water

main piping, providing and installing appropriate sized

cap. This item includes any trenching, removal and

disposal of existing improvements as needed, valve

abandonment, grout placement, cap, and all required

appurtenances to retire the water line as shown on the

plans, including, backfill, compaction and asphalt

patching as required.

3,279

3711

LF

7. 6-inch Diameter Gate Valve: Include all labor,

equipment, and materials required to complete the

installation of the gate valve, including, but not limited to,

coordination of delivery, inspection and storage of

materials; valve assembly, restraints, locate wire, riser

pipe, valve box, concrete pad, and other necessary

appurtenances, all in accordance with the Contract

Documents.

11 EA

8. 8-inch Diameter Gate Valve: Include all labor,

equipment, and materials required to complete the

installation of the gate valve, including, but not limited to,

coordination of delivery, inspection and storage of

materials; valve assembly, restraints, locate wire, riser

pipe, valve box, concrete pad, and other necessary

appurtenances, all in accordance with the Contract

Documents.

6 EA

9. 10-inch Diameter Gate Valve: Include all labor,

equipment, and materials required to complete the

installation of the gate valve, including, but not limited to,

coordination of delivery, inspection and storage of

materials; valve assembly, restraints, locate wire, riser

pipe, valve box, concrete pad, and other necessary

appurtenances, all in accordance with the Contract

Documents.

1 EA

10. Combination Air Release Valve Assembly: Include

all labor, equipment, and materials required to complete

the installation of the assembly, including, but not limited

1 EA

Page 9: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

BID SCHEDULES – REVISED 11/21/17

(Cont)

Master Form Invitation to Bid.rev 9.4.13 Page 6

Description Scheduled Unit Total

Value Unit Price Price

to, coordination of delivery, inspection and storage of

materials; trench excavation (including haul and disposal

of unusable and excess excavated material); furnishing

and installing service lines, valves, fittings, service taps,

valve riser, combination air valve assembly, enclosure

with lid and riser, and locator wires; laying and jointing

pipe; pipe bedding, trench backfill, compaction and

compaction testing; temporary asphalt pavement

restoration; and clean-up, all in accordance with the

Contract Documents.

11. Fire Hydrant Service Install: City of Reno to

provide fire hydrant assembly. Include all labor,

equipment and materials required to complete the

installation of the new fire hydrant assembly, tee, 6-inch

gate valve and 6-inch restrained joint ductile iron pipe,

including, but not limited to, coordination of delivery,

inspection and storage of materials; trench excavation

(including haul and disposal of unusable and excess

excavated material); furnishing and installing all fittings,

restraints, concrete thrust blocks, and locator wires; laying

and jointing pipe; pipe bedding, trench backfill,

compaction and compaction testing; temporary asphalt

pavement restoration; and clean-up, all in accordance with

the Contract Documents.

1 EA

Items 12 and 13 are contingent items and may not be required or authorized. Bid items 12 and 13 will be

considered in the total bid price when selecting the best bidder pursuant to NRS 338.

12. Rock Excavation (Reference Article 4 of the

General Conditions)

50 CY

13. Additional Trench Excavation Depth – Per Foot of

Depth, for Additional Trench Depths Which Exceed 2

feet Below the Design Profile Depth: Payment for this

item is contingent and will be based on extra trenching

depth, per foot of depth, within the range of 6 to 12 feet

below finished grade. The extra trenching depth Bid Item

is not applicable to conflicts that could be reasonably

anticipated from existing facilities shown on the Drawings

or from an inspection of the job site (such as valve covers,

manholes, underground location markings, etc.). The cost

of trenching 6 feet or less in depth shall include shoring,

bracing, additional backfill, etc. Extra depth is rounded to

nearest foot. Measurement for this item will be per linear

foot of trench.

200 LF

TOTAL BID PRICE

Total Bid Price Written in Words: ___________________________________________________________________

Page 10: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

BID SCHEDULES – REVISED 11/21/17

(Cont)

Master Form Invitation to Bid.rev 9.4.13 Page 7

NOTES TO BID SCHEDULE:

1. This project is bid on a unit price basis and shall include all necessary incidentals and appurtenances for a

complete in place, functional facility as described in the contract documents. Where applicable, all Bid Items

shall include bolts and nuts, warning tape, cross laminated polyethylene encasement, excavation, bedding,

backfill, compaction, asphalt concrete pavement patch, disinfection, flushing, testing, valve boxes, conductor

riser pipes, concrete pads, thrust blocks, and any other incidentals and/or appurtenances required for a complete

in place, functional facility. Prices include all labor, equipment, materials, supervision, profit, overhead, and

incidental costs. Bid item descriptions are not intended to be all inclusive. Bidders shall include costs for work

not specifically mentioned in the most appropriate item, including but not limited to: potholing (both where

necessary to verify existing utilities and at the locations specifically identified on the Improvement Plans);

pavement saw-cutting, grinding, or other method as approved by TMWA; removal and disposal of existing

pavement, concrete, and trench spoils; removal and disposal of existing mains/facilities necessary to make

connections to existing water mains/facilities and/or to install new water mains/facilities; removal and disposal

of existing valve/curb valve boxes, conductor pipes, meter boxes, and any other facilities identified in the

Improvement Plans, including backfill with aggregate base and placement of asphalt concrete pavement patch;

furnishing, installation, and/or removal of flush/test assemblies.

2. Refer to Article 7 of the General Conditions for a list of items that may be included in the mobilization bid

item.

3. TMWA reserves the right to perform extra work using time and expense or negotiated lump sum procedures.

4. Trench and pavement patch widths depicted in the trench detail(s) are MINIMUM widths. NO ADDITIONAL

PAYMENT will be made for additional backfill materials (sand, cement slurry, and/or base) and/or asphalt

concrete (AC) pavement patch for trench and/or pavement patch widths in excess of those depicted in the

trench detail(s). Theoretically, the trench and/or pavement patch width(s) could be the entire width of the street

from lip of curb to lip of curb. Excavation, backfill, and asphalt concrete (AC) pavement patches required at

water main connection locations, cut and cap locations, valve box removal locations, and any other locations

not specifically mentioned, shall be as required to complete the task, with NO ADDITIONAL PAYMENT.

5. Compliance with all permit and environmental requirements is incidental to the Work. No separate bid item, or

additional payment provisions, shall be made for operational constraints or conditions placed on the Work by

permitting agency requirements.

Page 11: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

BID SCHEDULES – REVISED 11/21/17

(Cont)

Master Form Invitation to Bid.rev 9.4.13 Page 8

BIDDER INFORMATION: Company Name: Address: City: State / Zip Code: Telephone Number including area code: Fax Number including area code: E-mail:

LICENSING INFORMATION: Nevada State Contractor's License Number: License Classification(s): Limitation(s) of License: Date Issued: Date of Expiration: Name of Licensee: City, State, Zip Code of Licensee: Telephone Number of Licensee:

Business License Number: Date Issued: Date of Expiration: Name of Licensee: City, State, Zip Code of Licensee: Telephone Number of Licensee:

Taxpayer Identification Number:

Page 12: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

BID SCHEDULES – REVISED 11/21/17

(Cont)

Master Form Invitation to Bid.rev 9.4.13 Page 9

DISCLOSURE OF PRINCIPALS:

1. Individual and/or Partnership: Owner 1) Name: Address: City, State, Zip Code: Telephone Number: Owner 2) Name: Address: City, State, Zip Code: Telephone Number: Other 1) Title: Name Other 2) Title: Name:

2. Corporation: State in which Company is Incorporated: Date Incorporated: Name of Corporation: Address City, State, Zip Code: Telephone Number: President's Name: Vice-President's Name: Other 1) Name: Title: Other 2) Name: Title

Page 13: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

BID SCHEDULES – REVISED 11/21/17

(Cont)

Master Form Invitation to Bid.rev 9.4.13 Page 10

MANAGEMENT AND SUPERVISORY PERSONNEL: Persons and Positions

Years With Firm

Name

Title

Name

Title

Name

Title

(If additional space is needed, attach a separate page)

REFERENCES:

1. Instructions:

List at least three (3) contracts of a similar nature performed by your firm in the last three (3) years.

If NONE, use your Company’s letterhead (and submit with your bid proposal) a list what your

qualifications are for this contract. Truckee Meadows Water Authority reserves the right to contact

and verify, with any and all references listed, the quality of and the degree of satisfaction for such

performance. See the Supplemental Conditions for the TMWA Project Category required for this

project.

2. Clients: (if additional space is needed attach a separate page) Owner’s Representative : Telephone # Address (inc. City, State & Zip): Owner’s Representative’s E-mail: Superintendent: Amount of Contract: Date Completed: Project Title: TMWA Project Category: Owner’s Representative : Telephone # Address (inc. City, State & Zip): Owner’s Representative’s E-mail: Superintendent: Amount of Contract: Date Completed: Project Title: TMWA Project Category:

Page 14: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

BID SCHEDULES – REVISED 11/21/17

(Cont)

Master Form Invitation to Bid.rev 9.4.13 Page 11

Owner’s Representative : Telephone # Address (inc. City, State & Zip): Owner’s Representative’s E-mail: Superintendent: Amount of Contract: Date Completed: Project Title: TMWA Project Category: Project Name: Owner’s Representative : Telephone # Address (inc. City, State & Zip): Owner’s Representative’s E-mail: Superintendent: Amount of Contract: Date Completed: Project Title: TMWA Project Category: Project Name: Owner’s Representative : Telephone # Address (inc. City, State & Zip): Owner’s Representative’s E-mail: Superintendent: Amount of Contract: Date Completed: Project Title: TMWA Project Category:

Page 15: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

BID SCHEDULES – REVISED 11/21/17

(Cont)

Master Form Invitation to Bid.rev 9.4.13 Page 12

CERTIFICATION REGARDING DEBARMENT, SUSPENSION, AND OTHER RESPONSIBILITY MATTERS PRIMARY COVERED TRANSACTIONS

1. The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals: a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily

excluded by any Federal, State or Local department or agency. b) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment

rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or Local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property.

c) Are not presently indicted for or otherwise criminally or civilly charged by a government entity (Federal,

State or Local) with commission of any of the offenses enumerated in paragraph (1)(b) of this certification; and

d) Have not within a three-year period preceding this application/proposal had one or more public

transactions (Federal, State or Local) terminated for cause or default. 2. Where the prospective primary participant is unable to certify to any of the statements in this certification, such

prospective participant shall attach an explanation to this proposal. __________________________________ ________________________ Signature of Authorized Certifying Official Title __________________________________ ________________________ Printed Name Date I am unable to certify to the above statement. My explanation is attached. ___________________________________ ___________________________

Signature Date

BIDDER’S SAFETY INFORMATION

Bidder’s Safety Factors:

Year “E-Mod” Factor1 OSHA Incident Rate2

2015

2016

1 E-Mod (Experience Modification) Factors are issued by the National

Council on Compensation Insurance (NCCI). 2 OSHA Incident Rate is the number of OSHA Recordable Accidents

multiplied by 200,000 and then dividing that result by the total number of

annual man-hours. Please refer to the U.S. Department of Labor

Occupational Safety and Health Administration’s website for calculating

worksheets and current requirements.

Page 16: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

BID SCHEDULES – REVISED 11/21/17

(Cont)

Master Form Invitation to Bid.rev 9.4.13 Page 13

NRS 338.141 LIST OF SUBCONTRACTORS AND CONTRACTOR SELF PERFORMANCE

EXCEEDING FIVE PERCENT OF BID AMOUNT

(FIVE PERCENT LIST)

INSTRUCTIONS: List each first tier subcontractor who will be paid an amount exceeding five percent

(5%) of the Bid amount and Contractor if it will self-perform work exceeding five (5) percent of bid amount

This information must be submitted with your bid proposal. The bidder shall enter “NONE” under “Name

of Subcontractor” if not utilizing subcontractors exceeding this amount. (This form must be complete in all

respects. If, additional space is needed, attach a separate page).

Name of Contractor

Address

Phone Nevada Contractor License # Limit of License

Description of work being self performed by Contractor or statement that Contractor will perform all work other

than that being performed by listed subcontractor(s):

Name of Subcontractor

Address

Phone Nevada Contractor License # Limit of License

Description of work:

Name of Subcontractor

Address

Phone Nevada Contractor License # Limit of License

Description of work:

Name of Subcontractor

Address

Phone Nevada Contractor License # Limit of License

Description of work:

Name of Subcontractor

Address

Phone Nevada Contractor License # Limit of License

Description of work:

Page 17: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

BID SCHEDULES – REVISED 11/21/17

(Cont)

Master Form Invitation to Bid.rev 9.4.13 Page 14

FIRST TIER SUBCONTRACTORS AND CONTRACTOR SELF PERFORMANCE

EXCEEDING $250,000, ONE PERCENT OF BID AMOUNT OR $50,000

(TWO HOUR LIST)

INSTRUCTIONS: List each first tier subcontractor who will be paid an amount exceeding a)

$250,000; and b) one percent (1%) of the Bid amount, or $50,000, whichever is greater, and list Contractor

if it will self-perform work exceeding one (1) percent of bid amount. This information must be submitted by

the three lowest bidders within two (2) hours after the completion of the opening of the bids. Bidder shall enter

“NONE” under “Name of Subcontractor” if not utilizing subcontractors exceeding this amount. (This form

must be complete in all respects. If, additional space is needed, attach a separate page). Bidder may elect to

submit this Two Hour List with the bid proposal and, in that case, the Bidder will be considered as having

timely submitted the Two Hour List.

Name of Contractor

Address

Phone Nevada Contractor License # Limit of License

Description of work being self performed by Contractor or statement that Contractor will perform all work other

than that being performed by listed subcontractor(s):

Name of Subcontractor

Address

Phone Nevada Contractor License # Limit of License

Description of work:

Name of Subcontractor

Address

Phone Nevada Contractor License # Limit of License

Description of work:

Name of Subcontractor

Address

Phone Nevada Contractor License # Limit of License

Description of work:

Name of Subcontractor

Address

Phone Nevada Contractor License # Limit of License

Description of work:

Page 18: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

BID SCHEDULES – REVISED 11/21/17

(Cont)

Master Form Invitation to Bid.rev 9.4.13 Page 15

Local Preference Affidavit This preference does not apply to projects expected to cost less than $250,000.

If the bid submitted is over $250,000, this completed affidavit must be submitted with your bid

response to be considered.

State of ________________ )

)ss.

County of ______________ )

I, ______________________________, on behalf of the Contractor, ____________________________ (“Contractor”),

hereby certify and affirm under penalty of perjury, for purposes of qualifying for a preference in bidding under Nevada

Revised Statutes Chapter 338 on PWP No.: WA-2018-029, Project Name Wheeler, Roberts, Moran and Stewart

Water Main Replacements (“Project”), that the following requirements will be adhered to, documented and attained

for the duration of the Project, collectively, and not on any specific day:

1. At least 50 percent of the workers employed on the Project (including subcontractors) hold a valid driver’s

license or identification card issued by the Nevada Department of Motor Vehicles;

2. All vehicles used primarily for the public work will be (a) registered and (where applicable) partially

apportioned to Nevada; or (b) registered in Nevada.

3. If applying to receive a preference in bidding pursuant to NRS 338.1727, at least 50 percent of the design

professionals who work on the Project (including sub-contractors) hold a valid driver’s license or identification card

issued by the Nevada Department of Motor Vehicles; and

4. The Contractor and any subcontractor engaged on the public work shall maintain and make available for

inspection within Nevada all payroll records related to the Project.

Contractor recognizes and accepts that failure to comply with any requirements herein shall entitle the Truckee

Meadows Water Authority (“Authority”) to a penalty in the amount set by statute. In addition, the Contractor

recognizes and accepts that failure to comply with any requirements herein may lose its certification for a preference in

bidding for 5 years and/or its ability to bid on any contracts for public works for one year pursuant to NRS Chapter 338.

By:___________________________________________ Title:__________________________________ ________

Signature:______________________________________________ Date:__________________________________

Signed and sworn to (or affirmed) before me on this _________ day of ___________________________, 20_____,

by_________________________________ (name of person making statement).

___________________________ STAMP AND SEAL

Notary Signature

Page 19: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

Master Form Invitation to Bid.rev 9.4.13 Page 16

ACKNOWLEDGMENT AND EXECUTION

STATE OF ____________________ )

) SS

County of _____________________ )

(Name of Principal)

Hereby deposes and says under the penalty of perjury:

That he/she is the Contractor, or authorized agent of the Contractor for whom the aforesaid described work is to be performed by; that he/she has

read the Plans, Specifications, and related documents including but not limited to, any addendums issued and understands the terms, conditions,

and requirements thereof; that if his/her bid is accepted that he/she agrees to furnish and deliver all materials except those specified to be furnished

by Truckee Meadows Water Authority (Owner) and to do and perform all work for the “Wheeler, Roberts, Moran and Stewart Water Main

Replacements.” PWP No: WA-2018-029, together with incidental items necessary to complete the work to be constructed in accordance with the

Specifications, Plans, and Contract Documents annexed hereto.

TO THE GENERAL MANAGER OF TRUCKEE MEADOWS WATER AUTHORITY, NEVADA:

The undersigned, as bidder, declares that the only persons or parties interested in this proposal, as principals, are those named herein, the

bidder is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid: that

this proposal is made without collusion with any other person, firm or corporation; that he/she has carefully examined the location of the proposed

work; the annexed proposed form of Contract, the Contract Provisions, Plans, Specifications and Contract Documents incorporated therein

referred to and made part thereof; that he/she proposes and agrees if this proposal is accepted, that he/she will contract with Truckee Meadows

Water Authority in the form of the Contract prescribed, to provide all necessary machinery, tools, apparatus and other means of construction, and

to do all the work and furnish all the materials specified in the Contract and annexed Contract Provisions, Plans and Specifications, in the manner

and time prescribed and according to the requirements of the Project Representative as therein set forth, it being understood and agreed that the

quantities shown herein are approximate only and are subject to increase or decrease, and that he/she will accept, in full, payment therefore the

indicated prices.

Contractor/Bidder:

(Printed Name of Contractor/Bidder)

BY:

Firm:

Address:

L.S.

City:

State / Zip Code:

Telephone Number:

Fax Number:

E-mail Address:

(Signature of Principal)

Signature:

DATED this day of , 20__.

State of Nevada )

) S.S.

County of _______________ )

On this

day of

, in the year 20__, before me,

/Notary Public, personally appeared

Personally known to me (or proved

to me on the basis of satisfactory evidence) to be the person whose name is subscribed to this instrument, and acknowledged that he (she)

executed it. WITNESS my hand and official seal. Notary's Signature: My commission Expires:

Page 20: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,
Page 21: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

ATTACHMENT “B”

Page 22: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

RO

BE

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(Per Homeland Security Act)

PROPERTY OFTRUCKEE MEADOWS WATERAUTHORITY, RETURN UPONCOMPLETION OF PROJECT

NOT REPRODUCIBLE

GENERAL NOTES:

IMPROVEMENT PLANS FORWHEELER, ROBERTS, MORAN & STEWART REPLACEMENTS

BID SET

P1WHEELER AVE. - STA 503+50 TO 507+50

ROBERTS ST-SHEET P4

ROBERTS ST-SHEET P3

WATER CONSTRUCTION NOTES:

WHEELER AVE.

MA

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7+

50

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2

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"W" CONSTRUCTION CONTROL LINE
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013-094-01 JOEL T & JUDY R FREDRICKSON 406 ROBERTS ST
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013-092-09 CATHERINE ET AL ADKINS 617 WHEELER AVE
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013-092-10 HOWARD G & KATHLEEN M DURHAM TRUST 271 THOMA ST
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013-094-24 SUSAN EBBERSON 644 WHEELER AVE
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013-094-25 MARMOT REOF 3 LLC 0 WHEELER AVE
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(P) 6" RJ DIP
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(P) 6" RJ DIP
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(E) 8" TR
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RECOMMENDED
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PH 775-834-8000 / FX 775-834-8003
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RENO, NEVADA 89520-3013
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1355 CAPITAL BLVD. / PO BOX 30013
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10-0001.048
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1.ANY EXPOSED SS OR SD JOINTS SHALL BE SLURRY ENCASED ANY EXPOSED SS OR SD JOINTS SHALL BE SLURRY ENCASED PER TMWA STANDARD DETAIL 10L-10. 2.PRIOR TO ACCEPTANCE OF THE WATER LINE, THE CONTRACTOR PRIOR TO ACCEPTANCE OF THE WATER LINE, THE CONTRACTOR SHALL PERFORM A CONTINUITY TEST AFTER BACKFILLING THE WATER PIPE TRENCH TO THE SATISFACTION OF THE INSPECTOR. . 3.TEMPORARY AC PATCH IS REQUIRED ON ALL STREETS. REF CITY TEMPORARY AC PATCH IS REQUIRED ON ALL STREETS. REF CITY OF RENO STANDARD DETAIL R-121, SHEET D6. NO WORK SHALL BE DONE BEYOND FUTURE PAVING REHAB LIMITS. STRIPING SHALL BE REPLACED ON ALL TEMP AC. 4.CONTRACTOR SHALL POTHOLE TO VERIFY DEPTHS AND REQUIRED CONTRACTOR SHALL POTHOLE TO VERIFY DEPTHS AND REQUIRED MATERIALS FOR CONNECTION TO EXISTING. 4.DUCTILE IRON PIPE AND FITTINGS SHALL BE USED WITH DUCTILE IRON PIPE AND FITTINGS SHALL BE USED WITH MECHANICAL RESTRAINTS, TYPICAL. 5.RETIRED MAINS LARGER THAN 4" SHALL BE GROUT FILLED AND RETIRED MAINS LARGER THAN 4" SHALL BE GROUT FILLED AND CONCRETE CAPPED. 6. APPROXIMATELY INCHES OF ASPHALTIC CONCRETE APPROXIMATELY INCHES OF ASPHALTIC CONCRETE ENCOUNTERED DURING GEOTECHNICAL INVESTIGATION.
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5510 LONGLEY LANE RENO, NEVADA 89511 PHONE: (775) 851-4788 FAX: (775) 851-0766
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13/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS 3/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS REQUIRED. CUT EXISTING SERVICE LINE (HDPE) AT EXISTING TAP AND CONNECT TO NEW SERVICE LINE WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL 2CUT EXISTING SERVICE LINE (HDPE) AND CONNECT TO CUT EXISTING SERVICE LINE (HDPE) AND CONNECT TO NEW 3/4" SERVICE LINE (HDPE) WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL
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RETIRE (E) 8" STL
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SEE CONNECTION DETAIL
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(E) 8" TR
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SEE CONNECTION DETAIL
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FUTURE PAVING LIMITS
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APPROX EX GRADE @
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(E) FH
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10H-2
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EXISTING GRADING AT CONSTRUCTION CONTROL LINE, TYP
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MAINTAIN FLAT OR POSITIVE SLOPE IN NEW WATER MAIN TO NORTH (ELIMINATE HIGH POINTS)
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SIGNED
Page 23: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

MO

RA

N S

TR

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T

(Per Homeland Security Act)

PROPERTY OFTRUCKEE MEADOWS WATERAUTHORITY, RETURN UPONCOMPLETION OF PROJECT

NOT REPRODUCIBLE

GENERAL NOTES:

IMPROVEMENT PLANS FORWHEELER, ROBERTS, MORAN & STEWART REPLACEMENTS

BID SET

P2WHEELER AVE. - STA 507+50 TO 512+00

MORAN ST-SHEET P5

WHEELER AVE.

MORAN ST-SHEET P6

MA

TC

HLIN

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WATER CONSTRUCTION NOTES:

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013-093-16 TIMOTHY H ET AL PRENTISS 403 ROBERTS ST
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013-014-09 SHARJOY PROPERTIES LLC 450 WHEELER AVE
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013-091-10 HOWARD G & KATHLEEN M DURHAM FAMILY TRUST 367 ROBERTS ST
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013-091-09 VICTORIA CHIESA UCCELLI ESTATE 380 MORAN ST
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013-012-09 BANGERT FAMILY TRUST 357 MORAN ST
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013-093-18 SADIE R BONNETTE 504 WHEELER AVE
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013-093-19 LORETTA WRIGHT 506 WHEELER AVE
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013-093-17 URBAN FLATS LLC SERIES 1 514 WHEELER AVE
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"W" CONSTRUCTION CONTROL LINE
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(P) 26± LF 8" RJ DIP
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(E) 10" PVC C-900
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PH 775-834-8000 / FX 775-834-8003
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1.ANY EXPOSED SS OR SD JOINTS SHALL BE SLURRY ENCASED ANY EXPOSED SS OR SD JOINTS SHALL BE SLURRY ENCASED PER TMWA STANDARD DETAIL 10L-10. 2.PRIOR TO ACCEPTANCE OF THE WATER LINE, THE CONTRACTOR PRIOR TO ACCEPTANCE OF THE WATER LINE, THE CONTRACTOR SHALL PERFORM A CONTINUITY TEST AFTER BACKFILLING THE WATER PIPE TRENCH TO THE SATISFACTION OF THE INSPECTOR. . 3.TEMPORARY AC PATCH IS REQUIRED ON ALL STREETS. REF CITY TEMPORARY AC PATCH IS REQUIRED ON ALL STREETS. REF CITY OF RENO STANDARD DETAIL R-121, SHEET D6. NO WORK SHALL BE DONE BEYOND FUTURE PAVING REHAB LIMITS. STRIPING SHALL BE REPLACED ON ALL TEMP AC. 4.CONTRACTOR SHALL POTHOLE TO VERIFY DEPTHS AND REQUIRED CONTRACTOR SHALL POTHOLE TO VERIFY DEPTHS AND REQUIRED MATERIALS FOR CONNECTION TO EXISTING. 4.DUCTILE IRON PIPE AND FITTINGS SHALL BE USED WITH DUCTILE IRON PIPE AND FITTINGS SHALL BE USED WITH MECHANICAL RESTRAINTS, TYPICAL. 5.RETIRED MAINS LARGER THAN 4" SHALL BE GROUT FILLED AND RETIRED MAINS LARGER THAN 4" SHALL BE GROUT FILLED AND CONCRETE CAPPED. 6. APPROXIMATELY INCHES OF ASPHALTIC CONCRETE APPROXIMATELY INCHES OF ASPHALTIC CONCRETE ENCOUNTERED DURING GEOTECHNICAL INVESTIGATION.
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5510 LONGLEY LANE RENO, NEVADA 89511 PHONE: (775) 851-4788 FAX: (775) 851-0766
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Page 24: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

(Per Homeland Security Act)

PROPERTY OFTRUCKEE MEADOWS WATERAUTHORITY, RETURN UPONCOMPLETION OF PROJECT

NOT REPRODUCIBLE

GENERAL NOTES:

IMPROVEMENT PLANS FORWHEELER, ROBERTS, MORAN & STEWART REPLACEMENTS

BID SET

ROBERTS STREET

P3ROBERTS ST. - STA 600+00 TO 604+50

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013-092-20 CHARLOTTE WHIPPLE 358 ROBERTS ST
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013-091-18 DENNIS G & MARY C ECKMEYER 524 HOLCOMB AVE
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013-091-19 155 GARDNER ST LLP 321 ROBERTS ST
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013-091-20 MARMOT REOF 3 LLC 331 ROBERTS ST
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013-091-13 NGRV LLC 339 ROBERTS ST
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013-091-12 NGRV LLC 357 ROBERTS ST
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013-091-11 EVAN ET AL CURRID 363 ROBERTS ST
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013-092-07 ALFRED W & SARAH DUNCAN 354 ROBERTS ST
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013-092-06 KAHELE PROPERTIES LLC 342 ROBERTS ST
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013-092-05 BARNEY G & MARY P ET AL LUJAN FAMILY TRUST 332 ROBERTS ST
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013-092-22 PATRICIA A ELLISON 326 ROBERTS ST
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013-092-03 TONY ET AL ZAKI 316 ROBERTS ST
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013-092-02 ANDY Y LAU 310 ROBERTS ST
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013-092-01 ANDREW J & MARIE E DIERINGER 304 ROBERTS ST
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013-092-09 CATHERINE ET AL ADKINS 617 WHEELER AVE
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013-091-10 HOWARD G & KATHLEEN M DURHAM FAMILY TRUST 367 ROBERTS ST
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(E) 6" TR
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"R" CONSTRUCTION CONTROL LINE
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EX. TYPE 1 CB RIM=4480.64 IE 10"(N)=4478.09±
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EX. SDMH RIM=4480.64 IE 15"(E)=4470.83±IE 10"(S)=4476.99±IE 18"(W)=4470.64±
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(E) 6" TR
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PH 775-834-8000 / FX 775-834-8003
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RENO, NEVADA 89520-3013
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1355 CAPITAL BLVD. / PO BOX 30013
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10-0001.048
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OCTOBER 2017
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1.ANY EXPOSED SS OR SD JOINTS SHALL BE SLURRY ENCASED ANY EXPOSED SS OR SD JOINTS SHALL BE SLURRY ENCASED PER TMWA STANDARD DETAIL 10L-10. 2.PRIOR TO ACCEPTANCE OF THE WATER LINE, THE CONTRACTOR PRIOR TO ACCEPTANCE OF THE WATER LINE, THE CONTRACTOR SHALL PERFORM A CONTINUITY TEST AFTER BACKFILLING THE WATER PIPE TRENCH TO THE SATISFACTION OF THE INSPECTOR. . 3.TEMPORARY AC PATCH IS REQUIRED ON ALL STREETS. REF CITY TEMPORARY AC PATCH IS REQUIRED ON ALL STREETS. REF CITY OF RENO STANDARD DETAIL R-121, SHEET D6. NO WORK SHALL BE DONE BEYOND FUTURE PAVING REHAB LIMITS. STRIPING SHALL BE REPLACED ON ALL TEMP AC. 4.CONTRACTOR SHALL POTHOLE TO VERIFY DEPTHS AND REQUIRED CONTRACTOR SHALL POTHOLE TO VERIFY DEPTHS AND REQUIRED MATERIALS FOR CONNECTION TO EXISTING. 4.DUCTILE IRON PIPE AND FITTINGS SHALL BE USED WITH DUCTILE IRON PIPE AND FITTINGS SHALL BE USED WITH MECHANICAL RESTRAINTS, TYPICAL. 5.RETIRED MAINS LARGER THAN 4" SHALL BE GROUT FILLED AND RETIRED MAINS LARGER THAN 4" SHALL BE GROUT FILLED AND CONCRETE CAPPED. 6. APPROXIMATELY INCHES OF ASPHALTIC CONCRETE APPROXIMATELY INCHES OF ASPHALTIC CONCRETE ENCOUNTERED DURING GEOTECHNICAL INVESTIGATION.
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5510 LONGLEY LANE RENO, NEVADA 89511 PHONE: (775) 851-4788 FAX: (775) 851-0766
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13/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS 3/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS REQUIRED. CUT EXISTING SERVICE LINE (HDPE) AT EXISTING TAP AND CONNECT TO NEW SERVICE LINE WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL 2CUT EXISTING SERVICE LINE (HDPE) AND CONNECT TO CUT EXISTING SERVICE LINE (HDPE) AND CONNECT TO NEW 3/4" SERVICE LINE (HDPE) WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL 33/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS 3/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS REQUIRED. CUT EXISTING SERVICE LINE (CU) AT EXISTING TAP AND CONNECT TO NEW SERVICE LINE WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL. 4CUT EXISTING SERVICE LINE (CU) AND CONNECT TO NEW CUT EXISTING SERVICE LINE (CU) AND CONNECT TO NEW SERVICE 3/4" LINE (HDPE) WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL 5REPLACE (E) 1-1/4" PB SERVICE W/1-1/4" HDPE TO METER. REPLACE (E) 1-1/4" PB SERVICE W/1-1/4" HDPE TO METER. TAP SERVICE TO NEW WATER MAIN PER DETAIL 61" WATER SERVICE (HDPE) EXTENSION, PIPE, LENGTH AS 1" WATER SERVICE (HDPE) EXTENSION, PIPE, LENGTH AS REQUIRED. CUT EXISTING SERVICE LINE (HDPE) AT EXISTING TAP AND CONNECT TO NEW SERVICE LINE WITH COMPRESSIONFITTING. TAP SERVICE TO WATER MAIN PER DETAIL 7CUT EXISTING SERVICE LINE (HDPE) AND CONNECT TO NEW 1" CUT EXISTING SERVICE LINE (HDPE) AND CONNECT TO NEW 1" SERVICE LINE (HDPE) WITH COMPRESSION FITTING. TAP SERVICETO NEW WATER MAIN PER DETAIL 81-1/2" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS1-1/2" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH ASREQUIRED. CUT EXISTING SERVICE LINE (CU) AT EXISTING TAPAND CONNECT TO NEW SERVICE LINE WITH COMPRESSION FITTINGTAP SERVICE TO NEW WATER MAIN PER DETAIL
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10H-2
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Page 25: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

(Per Homeland Security Act)

PROPERTY OFTRUCKEE MEADOWS WATERAUTHORITY, RETURN UPONCOMPLETION OF PROJECT

NOT REPRODUCIBLE

GENERAL NOTES:

IMPROVEMENT PLANS FORWHEELER, ROBERTS, MORAN & STEWART REPLACEMENTS

BID SET

MORAN STREET

P5MORAN ST. - STA 700+00 TO 705+00

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RETIRE (E) 10" STEEL
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SEE CONNECTION DETAIL
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(E) 10" TR
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FUTURE PAVING LIMITS
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013-012-16
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013-012-17
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013-012-14 INTERMOUNTAINAC LLC 311 MORAN ST
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013-012-13 DANIEL G UMSTEAD 333 MORAN ST
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013-012-12 ERIC J ET AL SWANSON 337 MORAN ST
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013-012-11 DAVID G & CHRISTY L SILVERMAN 341 MORAN ST
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013-012-10 YANMING LIU 345 MORAN ST
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013-012-15 GARY & JENNIFER RAYDON FAMILY LIVING TRUST 307 MORAN ST
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013-091-01 C JAMES & SHAREN L ET AL GEORGESON FAMILY TRUST 506 HOLCOMB AVE
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013-091-02 AMPARO GUERRA 320 MORAN ST
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013-091-03 OLACIREGUI FAMILY LTD PTSP 328 MORAN ST
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013-091-04 RENO LIVING TRUST 334 MORAN ST
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013-091-05 ROSARIO A DIAL 340 MORAN ST
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013-091-06 HARRY O SCHENK 344 MORAN ST
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013-091-07 DIANE L BACUS 350 MORAN ST
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013-091-08 SCOTT B & ROSALIE G POWELL 360 MORAN ST
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013-091-09 VICTORIA CHIESA UCCELLI ESTATE 380 MORAN ST
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013-012-09 BANGERT FAMILY TRUST 357 MORAN ST
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3
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"M" CONSTRUCTION CONTROL LINE
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(E) 10" TR
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RECOMMENDED
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PH 775-834-8000 / FX 775-834-8003
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RENO, NEVADA 89520-3013
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1355 CAPITAL BLVD. / PO BOX 30013
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10-0001.048
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KK
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OCTOBER 2017
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KK
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1.ANY EXPOSED SS OR SD JOINTS SHALL BE SLURRY ENCASED ANY EXPOSED SS OR SD JOINTS SHALL BE SLURRY ENCASED PER TMWA STANDARD DETAIL 10L-10. 2.PRIOR TO ACCEPTANCE OF THE WATER LINE, THE CONTRACTOR PRIOR TO ACCEPTANCE OF THE WATER LINE, THE CONTRACTOR SHALL PERFORM A CONTINUITY TEST AFTER BACKFILLING THE WATER PIPE TRENCH TO THE SATISFACTION OF THE INSPECTOR. . 3.TEMPORARY AC PATCH IS REQUIRED ON ALL STREETS. REF CITY TEMPORARY AC PATCH IS REQUIRED ON ALL STREETS. REF CITY OF RENO STANDARD DETAIL R-121, SHEET D6. NO WORK SHALL BE DONE BEYOND FUTURE PAVING REHAB LIMITS. STRIPING SHALL BE REPLACED ON ALL TEMP AC. 4.CONTRACTOR SHALL POTHOLE TO VERIFY DEPTHS AND REQUIRED CONTRACTOR SHALL POTHOLE TO VERIFY DEPTHS AND REQUIRED MATERIALS FOR CONNECTION TO EXISTING. 4.DUCTILE IRON PIPE AND FITTINGS SHALL BE USED WITH DUCTILE IRON PIPE AND FITTINGS SHALL BE USED WITH MECHANICAL RESTRAINTS, TYPICAL. 5.RETIRED MAINS LARGER THAN 4" SHALL BE GROUT FILLED AND RETIRED MAINS LARGER THAN 4" SHALL BE GROUT FILLED AND CONCRETE CAPPED. 6. APPROXIMATELY INCHES OF ASPHALTIC CONCRETE APPROXIMATELY INCHES OF ASPHALTIC CONCRETE ENCOUNTERED DURING GEOTECHNICAL INVESTIGATION.
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5510 LONGLEY LANE RENO, NEVADA 89511 PHONE: (775) 851-4788 FAX: (775) 851-0766
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APPROX EX GRADE @
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13/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS 3/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS REQUIRED. CUT EXISTING SERVICE LINE (HDPE) AT EXISTING TAP AND CONNECT TO NEW SERVICE LINE WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL 2CUT EXISTING SERVICE LINE (HDPE) AND CONNECT TO CUT EXISTING SERVICE LINE (HDPE) AND CONNECT TO NEW 3/4" SERVICE LINE (HDPE) WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL 33/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS 3/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS REQUIRED. CUT EXISTING SERVICE LINE (CU) AT EXISTING TAP AND CONNECT TO NEW SERVICE LINE WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL. 41" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS 1" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS REQUIRED. CUT EXISTING SERVICE LINE (CU) AT EXISTING TAP AND CONNECT TO NEW SERVICE LINE WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL
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10H-2
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Page 26: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

(Per Homeland Security Act)

PROPERTY OFTRUCKEE MEADOWS WATERAUTHORITY, RETURN UPONCOMPLETION OF PROJECT

NOT REPRODUCIBLE

GENERAL NOTES:

IMPROVEMENT PLANS FORWHEELER, ROBERTS, MORAN & STEWART REPLACEMENTS

BID SET

MORAN STREET

P6MORAN ST. - STA 705+00 TO 710+00

WHEELER AVE-SHEET P1

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(E) 10" C900
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(E) 8" C900
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FUTURE PAVING LIMITS
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013-014-08 ERIN KENNEDY 407 MORAN ST
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013-014-07 BRENT A & RACHAEL JACOBS 423 MORAN ST
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013-014-06 MORAN ST SENIORS LLC 435 MORAN ST
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013-014-05 KENNETH L & LUCILLE BOGART 439 MORAN ST
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013-014-10 STEVE ET AL EATON 443 MORAN ST
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013-014-03 JUSTIN M ET AL FALL 453 MORAN ST
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013-014-02 GARDELLA FAMILY TRUST 463 MORAN ST
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013-093-02 JAMES & LINDA BOWMAN FAMILY TRUST 424 MORAN ST
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013-093-03 MARMOT REOF 3 LLC 426 MORAN ST
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013-093-04 MARMOT REOF 3 LLC 0 MORAN ST
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013-093-05 VICTORIA M ET AL QUINTILIANO 434 MORAN ST
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013-093-06 MANUEL E SIMPSON LIVING TRUST 436 MORAN ST
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013-093-07 BARBARA BAKER 454 MORAN ST
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013-093-08 NORMA ALEJANDREZ 501 S WELLS AVE
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013-014-09 SHARJOY PROPERTIES LLC 450 WHEELER AVE
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013-093-18 SADIE R BONNETTE 504 WHEELER AVE
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"M" CONSTRUCTION CONTROL LINE
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(P) 394 LF 6" RJ DIP
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(E) 8" C900
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(P) 6" RJ DIP
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CONNECT TO (E) 8" PVC C-900
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PH 775-834-8000 / FX 775-834-8003
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RENO, NEVADA 89520-3013
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1355 CAPITAL BLVD. / PO BOX 30013
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10-0001.048
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NORTH
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13/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS 3/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS REQUIRED. CUT EXISTING SERVICE LINE (HDPE) AT EXISTING TAP AND CONNECT TO NEW SERVICE LINE WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL 2CUT EXISTING SERVICE LINE (HDPE) AND CONNECT TO CUT EXISTING SERVICE LINE (HDPE) AND CONNECT TO NEW 3/4" SERVICE LINE (HDPE) WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL 33/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS 3/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS REQUIRED. CUT EXISTING SERVICE LINE (CU) AT EXISTING TAP AND CONNECT TO NEW SERVICE LINE WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL. 4CUT EXISTING SERVICE LINE (CU) AND CONNECT TO NEW 3/4" CUT EXISTING SERVICE LINE (CU) AND CONNECT TO NEW 3/4" SERVICE LINE (HDPE) WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL 51" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS 1" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS REQUIRED. CUT EXISTING SERVICE LINE (CU) AT EXISTING TAP AND CONNECT TO NEW SERVICE LINE WITH COMPRESSION FITTING. TAP SERVICE TO NEW MAIN PER DETAIL 61-1/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS 1-1/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS REQUIRED. CUT EXISTING SERVICE LINE (CU) AT EXISTING TAP AND CONNECT TO NEW SERVICE LINE WITH COMPRESSION FITTING. TAP SERVICE TO NEW MAIN PER DETAIL 7 CUT EXISTING SERVICE LINE (CU) AND CONNECT TO NEW 2" SERVICE LINE (HDPE) WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL 8 CUT EXISTING SERVICE LINE (HDPE) AND CONNECT TO NEW 1-1/4" SERVICE LINE (HDPE) WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL
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EXISTING GRADING AT CONSTRUCTION CONTROL LINE, TYP
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1.ANY EXPOSED SS OR SD JOINTS SHALL BE SLURRY ENCASED ANY EXPOSED SS OR SD JOINTS SHALL BE SLURRY ENCASED PER TMWA STANDARD DETAIL 10L-10. 2.PRIOR TO ACCEPTANCE OF THE WATER LINE, THE CONTRACTOR PRIOR TO ACCEPTANCE OF THE WATER LINE, THE CONTRACTOR SHALL PERFORM A CONTINUITY TEST AFTER BACKFILLING THE WATER PIPE TRENCH TO THE SATISFACTION OF THE INSPECTOR. . 3.TEMPORARY AC PATCH IS REQUIRED ON ALL STREETS. REF CITY TEMPORARY AC PATCH IS REQUIRED ON ALL STREETS. REF CITY OF RENO STANDARD DETAIL R-121, SHEET D6. NO WORK SHALL BE DONE BEYOND FUTURE PAVING REHAB LIMITS. STRIPING SHALL BE REPLACED ON ALL TEMP AC. 4.CONTRACTOR SHALL POTHOLE TO VERIFY DEPTHS AND REQUIRED CONTRACTOR SHALL POTHOLE TO VERIFY DEPTHS AND REQUIRED MATERIALS FOR CONNECTION TO EXISTING. 4.DUCTILE IRON PIPE AND FITTINGS SHALL BE USED WITH DUCTILE IRON PIPE AND FITTINGS SHALL BE USED WITH MECHANICAL RESTRAINTS, TYPICAL. 5.RETIRED MAINS LARGER THAN 4" SHALL BE GROUT FILLED AND RETIRED MAINS LARGER THAN 4" SHALL BE GROUT FILLED AND CONCRETE CAPPED. 6. APPROXIMATELY 2 INCHES OF ASPHALTIC CONCRETE OVER 4 INCHES OF CONCRETE ENCOUNTERED DURING GEOTECHNICAL INVESTIGATION.
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(1926 CI)
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MAINTAIN POSITIVE SLOPE TO EAST. POTHOLE WELLS AVE. CONNECTION PRIOR TO CONSTRUCTION TO VERIFY PROPOSED GRADES.
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Page 27: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

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(Per Homeland Security Act)

PROPERTY OFTRUCKEE MEADOWS WATERAUTHORITY, RETURN UPONCOMPLETION OF PROJECT

NOT REPRODUCIBLE

GENERAL NOTES:

IMPROVEMENT PLANS FORWHEELER, ROBERTS, MORAN & STEWART REPLACEMENTS

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WATER CONSTRUCTION NOTES:

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RETIRE (E) 6" STEEL
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SEE CONNECTION DETAIL
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HOLCOMB AVENUE
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"ST"
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SEE CONNECTION DETAIL
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(E) 1" CU SERVICE
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013-011-17 ERICK W & SUSAN TOM 343 STEWART ST
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013-011-18 TICKLED PINK TRUST 341 STEWART ST
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013-011-32 KRISTINE K & TIMOTHY A NORTHON 315 STEWART ST
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013-011-20 ZDRISIN HOLDINGS LLC 305 STEWART ST
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013-011-21 CITY OF RENO EMPLOYEES FEDERAL 386 HOLCOMB AVE
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013-012-01 CHRISTOPHER S & WENDY L LANGE FAMILY TRUST 310 STEWART ST
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013-012-02 WILLIAM C & CYNTHIA I STEPHENS 320 STEWART ST
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013-012-03 WILLIAM C & CYNTHIA I STEPHENS 326 STEWART ST
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013-012-04 PETRANGELO FAMILY TRUST 330 STEWART ST
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013-012-21 JWAS STEWART LLC 336 STEWART ST
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013-012-06 MIKE & HOLLY COX TRUST 342 STEWART ST
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013-012-07 SABINI PIERINA FAMILY TRUST 417 WHEELER AVE
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013-011-16 KEVIN M & AMY R MOORE 345 STEWART ST
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FUTURE PAVING LIMITS
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POTHOLE AND VERIFY DEPTH OF EXISTING STORM DRAIN LATERAL PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES
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"S" CONSTRUCTION CONTROL LINE
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10L-10
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EX. SDMH RIM=4484.55 IE 18"(E)=4473.79±IE 10"(S)=????±IE 24"(W)=4473.67±
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EX. SDMH RIM=???? IE 12"(N)=????±(-8.47)IE 18"(E)=????±(-8.93)IE 18"(W)=????±(-9.01)
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EX. TYPE 1 CB RIM=4484.46 IE 10"(N)=4481.74±
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(E) 6" STEEL
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(E) 6" C900 WATER
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CONNECT 6" RJ DIP TO EXISTING FIRE HYDRANT TEE
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MAINTAIN FLAT OR POSITIVE SLOPE IN WATER MAIN TO EAST TO WHEELER INTERSECTION
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RECOMMENDED
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WORK ORDER NO.
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DESIGNED
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PH 775-834-8000 / FX 775-834-8003
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RENO, NEVADA 89520-3013
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1355 CAPITAL BLVD. / PO BOX 30013
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10-0001.048
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KK
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5510 LONGLEY LANE RENO, NEVADA 89511 PHONE: (775) 851-4788 FAX: (775) 851-0766
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NORTH
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APPROX EX GRADE @
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13/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS 3/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS REQUIRED. CUT EXISTING SERVICE LINE (HDPE) AT EXISTING TAP AND CONNECT TO NEW SERVICE LINE WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL 2CUT EXISTING SERVICE LINE (HDPE) AND CONNECT TO CUT EXISTING SERVICE LINE (HDPE) AND CONNECT TO NEW 3/4" SERVICE LINE (HDPE) WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL 33/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS 3/4" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS REQUIRED. CUT EXISTING SERVICE LINE (CU) AT EXISTING TAP AND CONNECT TO NEW SERVICE LINE WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL. 4CUT EXISTING SERVICE LINE (CU) AT EXISTING CUT EXISTING SERVICE LINE (CU) AT EXISTING TAP AND CONNECT TO NEW 3/4" SERVICE LINE WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL 51" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS 1" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS REQUIRED. CUT EXISTING SERVICE LINE (HDPE) AT EXISTING TAP AND CONNECT TO NEW SERVICE LINE WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL 61-1/2" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS 1-1/2" WATER SERVICE (HDPE) EXTENSION, PIPE LENGTH AS REQUIRED. CUT EXISTING SERVICE LINE (HDPE) AT EXISTING TAP AND CONNECT TO NEW SERVICE LINE WITH COMPRESSION FITTING. TAP SERVICE TO NEW WATER MAIN PER DETAIL
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PROPOSED ELEVATION AT PIPE INVERT
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(1920 ST)
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7.25'
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1.ANY EXPOSED SS OR SD JOINTS SHALL BE SLURRY ENCASED ANY EXPOSED SS OR SD JOINTS SHALL BE SLURRY ENCASED PER TMWA STANDARD DETAIL 10L-10. 2.PRIOR TO ACCEPTANCE OF THE WATER LINE, THE CONTRACTOR PRIOR TO ACCEPTANCE OF THE WATER LINE, THE CONTRACTOR SHALL PERFORM A CONTINUITY TEST AFTER BACKFILLING THE WATER PIPE TRENCH TO THE SATISFACTION OF THE INSPECTOR. . 3.TEMPORARY AC PATCH IS REQUIRED ON ALL STREETS. REF CITY TEMPORARY AC PATCH IS REQUIRED ON ALL STREETS. REF CITY OF RENO STANDARD DETAIL R-121, SHEET D6. NO WORK SHALL BE DONE BEYOND FUTURE PAVING REHAB LIMITS. STRIPING SHALL BE REPLACED ON ALL TEMP AC. 4.CONTRACTOR SHALL POTHOLE TO VERIFY DEPTHS AND REQUIRED CONTRACTOR SHALL POTHOLE TO VERIFY DEPTHS AND REQUIRED MATERIALS FOR CONNECTION TO EXISTING. 4.DUCTILE IRON PIPE AND FITTINGS SHALL BE USED WITH DUCTILE IRON PIPE AND FITTINGS SHALL BE USED WITH MECHANICAL RESTRAINTS, TYPICAL. 5.RETIRED MAINS LARGER THAN 4" SHALL BE GROUT FILLED AND RETIRED MAINS LARGER THAN 4" SHALL BE GROUT FILLED AND CONCRETE CAPPED. 6. APPROXIMATELY 2 INCHES OF ASPHALTIC CONCRETE OVER 2 INCHES OF BASE OVER 4 INCHES OF ASPHALTIC CONCRETE ENCOUNTERED DURING GEOTECHNICAL INVESTIGATION.
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REVISE WL/SD SEPARATION
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11/20
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Page 28: Addendum No. 1 Wheeler, Roberts, Moran and Stewart Water ...6. Main Retirement: Retire in place 4- through10-inch diameter water mains, including cutting of existing water main piping,

(Per Homeland Security Act)

PROPERTY OFTRUCKEE MEADOWS WATERAUTHORITY, RETURN UPONCOMPLETION OF PROJECT

NOT REPRODUCIBLE

GENERAL NOTES:

IMPROVEMENT PLANS FORWHEELER, ROBERTS, MORAN & STEWART REPLACEMENTS

BID SET

CHENEY ST. - STA 900+00 TO 904+75 P9

CHENEY STREET

WATER CONSTRUCTION NOTES:

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(E) SERVICE (TYP.)
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(E) 8" TR
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013-113-19 CECCARELLI FAMILY TRUST 311 CHENEY ST
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013-113-12 ROBERT J JR MALMROSE 321 CHENEY ST
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013-113-11 FIDEL & ESTHER SALCEDO 327 CHENEY ST
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013-113-10 MICHAEL ASPITTLE 335 CHENEY ST
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013-113-09 KOSTERMAN-LEMUS TRUST 345 CHENEY ST
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013-113-08 DAVID E & JOHNNA C ET AL ROSS TRUST 351 CHENEY ST
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013-113-07 JOSEFINA M DASKALOV TRUST 795 S WELLS AVE
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013-114-02 WILLIAM S & ELOISE M MILLER 318 CHENEY ST
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013-114-03 SHAFF FAMILY TRUST 330 CHENEY ST
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013-114-20 SHIRLEY A MAZOLEWSKI TRUST 340 CHENEY ST
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013-114-21 MICHELE R DRESSBACK TRUST 350 CHENEY ST
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013-114-19 WHITE LAKE CORNERS LLC 805 S WELLS AVE
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013-114-01 STUART & BETTY M MEDNICK 800 WHEELER AVE
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013-113-14 TERRY J RIDDLE 728 WHEELER AVE
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"C" CONSTRUCTION CONTROL LINE
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(E) 8" TR
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PH 775-834-8000 / FX 775-834-8003
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RENO, NEVADA 89520-3013
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1355 CAPITAL BLVD. / PO BOX 30013
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10-0001.048
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5510 LONGLEY LANE RENO, NEVADA 89511 PHONE: (775) 851-4788 FAX: (775) 851-0766
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CUT/EXTEND (E) 3/4" HDPE SERVICE TO (P) WATER MAIN. CUT/EXTEND (E) 3/4" CU SERVICE TO (P) WATER MAIN W/ W/ 3/4" HDPE. CUT/EXTEND (E) 3/4" CU SERVICE TO (P) WATER MAIN W/ 3/4" HDPE. VALVES SHALL BE RETIRED IN CLOSED POSITION. REMOVE RISER AND BACKFILL WITH APPROVED TRENCH MATERIAL, PER DETAIL 10L-6. ALL (E) SERVICES CONNECTED TO (E) 4" CI MAIN SHALL BE TIED OVER TO (E) 8" TR MAIN. ALL (E) SERVICES SHALL BE RETIRED AT THE MAIN PER TMWA STANDARDS. SEE DETAIL 10H-2 FOR SERVICE TAP.
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VERT. SCALE: 1"=5'
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HORIZ. SCALE: 1"=20'
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20
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5
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0
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10
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20
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40
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2.5
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0
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5
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10
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APPROX EX GRADE @
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EXISTING GRADING AT CONSTRUCTION CONTROL LINE, TYP
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1.ANY EXPOSED SS OR SD JOINTS SHALL BE SLURRY ENCASED ANY EXPOSED SS OR SD JOINTS SHALL BE SLURRY ENCASED PER TMWA STANDARD DETAIL 10L-10. 2.PRIOR TO ACCEPTANCE OF THE WATER LINE, THE CONTRACTOR PRIOR TO ACCEPTANCE OF THE WATER LINE, THE CONTRACTOR SHALL PERFORM A CONTINUITY TEST AFTER BACKFILLING THE WATER PIPE TRENCH TO THE SATISFACTION OF THE INSPECTOR. . 3.TEMPORARY AC PATCH IS REQUIRED ON ALL STREETS. REF CITY TEMPORARY AC PATCH IS REQUIRED ON ALL STREETS. REF CITY OF RENO STANDARD DETAIL R-121, SHEET D6. NO WORK SHALL BE DONE BEYOND FUTURE PAVING REHAB LIMITS. STRIPING SHALL BE REPLACED ON ALL TEMP AC. 4.CONTRACTOR SHALL POTHOLE TO VERIFY DEPTHS AND REQUIRED CONTRACTOR SHALL POTHOLE TO VERIFY DEPTHS AND REQUIRED MATERIALS FOR CONNECTION TO EXISTING. 4.DUCTILE IRON PIPE AND FITTINGS SHALL BE USED WITH DUCTILE IRON PIPE AND FITTINGS SHALL BE USED WITH MECHANICAL RESTRAINTS, TYPICAL. 5.RETIRED MAINS LARGER THAN 4" SHALL BE GROUT FILLED AND RETIRED MAINS LARGER THAN 4" SHALL BE GROUT FILLED AND CONCRETE CAPPED.
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RETIRE EX. 4" CI WL
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11/20
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KK
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1
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A
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E
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F
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E
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V
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N
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G
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I
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N
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E
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E
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R
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-
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S
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L
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S
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I
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A
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Exp.
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E
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N
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CIVIL
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4
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1
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o.
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5
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KEITH
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KARPSTEIN
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6/30/19
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11/20/17
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SIGNED