Agenda packet — Portola City Council, October 26, 2022

Resolution No. 2531 October 26th, 2022
RESOLUTION NO. 2531

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PORTOLA

AUTHORIZING PAYMENT OF CLAIMS FOR THE PERIOD
OCTOBER 13, 2022 THROUGH OCTOBER 26, 2022.

ACCOUNTS PAYABLE
CHECK NUMBERS: 44331 – 44365

PAYROLL
CHECK NUMBERS: 17201 – 17204

WHEREAS, the City Council of the City of Portola has been fully advised that all such claims and demands are legal obligations of the City; and,
WHEREAS, the City Council has fully considered the claims and money demands and payment thereof as set forth below and in "Exhibit A" attached hereto and incorporated herein.

ACCOUNTS PAYABLE: $ 76,261.04
PAYROLL: $ 23,559.64
TOTAL: $ 99,820.68
NOW THEREFORE BE IT RESOLVED THAT all claims and demands represented are just and proper and legal demands or claims against the City of Portola, and the payment of any such demands is approved and authorized.

PASSED, APPROVED AND ADOPTED this 26th day of October, 2022 by the following vote:

AYES: _______________________
NOES:

ABSTAIN:

ABSENT: _____________________
Pat Morton, Mayor
ATTEST:

Jason Shaw, Deputy City Clerk
I, Jason Shaw, Deputy City Clerk of the City of Portola, do hereby certify that the above and foregoing Resolution was duly passed and adopted by the City Council at the City of Portola Regular meeting thereof held on October 26, 2022.

Jason Shaw, Deputy City Clerk
10/19/2022 3:59 PM DIRECT PAYABLES CHECK REGISTER PAGE: 1 PACKET: 00131 AP RUN 10.26.2022
VENDOR SET: 01 CITY OF PORTOLA **** CHECK LISTING ****
BANK: PC POOLED CASH - PLUMAS

I-202210190741 ACETLENE/OXYGEN R 10/26/2022 223.60 044336 223.60 0015 AMERIGAS
I-202210190745 CITY HALL PROPANE R 10/26/2022 174.13 044337 174.13 0021 AT&T
I-202210190742 800 EMER LINE R 10/26/2022 4.76 044338 4.76 0023 AT&T CALNET 3
I-202210190740 LDWTP/SCADA R 10/26/2022 75.43 044339 75.43 0034 BLUE TARP FINANCIAL, INC
I-202210190727 ANNUAL FEE R 10/26/2022 39.99 044340 39.99 0039 BULLET INFORMATION TECHNOLOGY
I-202210190734 IT COMPUTER SERVICES R 10/26/2022 1,120.00 044341 1,120.00 0048 CBC COMPANIES-FACTUAL DATA
I-202210190743 UB CREDIT CHECKS R 10/26/2022 11.50 044342 11.50 0060 COSTCO
I-202210190720 COSTCO MEMBERSHIP ANNUAL R 10/26/2022 60.00 044343 60.00 0062 CSG CONSULTANTS
I-202210190736 CODE ENFORCEMENT R 10/26/2022 10,400.00 044344 10,400.00 0086 FOLCHI LOGGING & CONSTR., INC.

I-202210190733 ROAD BASE/WATER LINE REPAIR R 10/26/2022 761.48 044345 761.48 10/19/2022 3:59 PM DIRECT PAYABLES CHECK REGISTER PAGE: 2 PACKET: 00131 AP RUN 10.26.2022
VENDOR SET: 01 CITY OF PORTOLA **** CHECK LISTING ****
BANK: PC POOLED CASH - PLUMAS

I-202210190715 CITY FUEL CHARGES R 10/26/2022 3,146.12 044348 3,146.12 0105 INTERMOUNTAIN DISPOSAL
I-202210190744 ARPA PROGRAM R 10/26/2022 32,459.41 044349 32,459.41 0111 JEFFERSON SUPPLY COMPANY
I-202210190719 MATERIALS & SUPPLIES R 10/26/2022 670.83 044350 670.83 0118 KANSAS LIFE INSURANCE CO
I-202210190738 EMPLOYEE LIFE INSURANCE R 10/26/2022 80.35 044351 80.35 0159 OFFICE DEPOT
I-202210190716 OFFICE SUPPLIES R 10/26/2022 1,084.09 044352 1,084.09 0164 P & F DISTRIBUTORS
I-202210190728 WATER LINE REPAIR R 10/26/2022 1,255.57 044353 1,255.57 0165 PALL CORPORATION
I-202210190717 LDWTP EQUIP REPAIR R 10/26/2022 2,313.52 044354 2,313.52 0173 PITNEY BOWES
I-202210190739 RENTAL FEE R 10/26/2022 18.34 044355 18.34 0188 PORTER SIMON CORPORATION
I-202210190724 LEGAL SERVICES R 10/26/2022 5,540.00 044356 5,540.00 0208 SAUERS ENGINEERING, INC.

I-202210190732 SEWER PROF SERVICES R 10/26/2022 1,485.00 044357 1,485.00 0212 SIERRA CONTROLS, LLC
I-202210190730 LDWTP PROF SERVICES R 10/26/2022 268.13 044358 268.13 0218 SILVER STATE ANALYTICAL
I-202210190723 WATER/WASTEWATER TESTING R 10/26/2022 280.00 044359 280.00 0225 SONSRAY MACHINERY, LLC
I-202210190726 EQUIP REPAIR R 10/26/2022 3,549.61 044360 3,549.61 10/19/2022 3:59 PM DIRECT PAYABLES CHECK REGISTER PAGE: 3 PACKET: 00131 AP RUN 10.26.2022
VENDOR SET: 01 CITY OF PORTOLA **** CHECK LISTING ****
BANK: PC POOLED CASH - PLUMAS

CHECK CHECK CHECK CHECK
VENDOR I.D. NAME TYPE DATE DISCOUNT AMOUNT NO# AMOUNT
------------------------------------------------------------------------------------------------------------------------------------ 0235 SUSAN SCARLETT
I-202210190737 ACCOUNTING SERVICES R 10/26/2022 5,000.00 044361 5,000.00 0246 TYLER TECHNOLOGIES, INC
I-202210190746 SB2 GRANT INCODE R 10/26/2022 110.00 044362 110.00 0275 EIP HOLDINGS II LLC
I-202210190747 BECKWOURTH REPEATER RENT R 10/26/2022 189.00 044363 189.00 1 JENNIFER CONDLIFFE
I-202210190725 TRAINING R 10/26/2022 270.00 044364 270.00 1 KELLIE PATO
I-202210190751 DOT PHYSICAL R 10/26/2022 120.00 044365 120.00 * * B A N K T O T A L S * * NO# DISCOUNTS CHECK AMT TOTAL APPLIED REGULAR CHECKS: 35 0.00 76,261.04 76,261.04
HANDWRITTEN CHECKS: 0 0.00 0.00 0.00
PRE-WRITE CHECKS: 0 0.00 0.00 0.00
DRAFTS: 0 0.00 0.00 0.00
VOID CHECKS: 0 0.00 0.00 0.00
NON CHECKS: 0 0.00 0.00 0.00
CORRECTIONS: 0 0.00 0.00 0.00
BANK TOTALS: 35 0.00 76,261.04 76,261.04
10/19/2022 3:59 PM DIRECT PAYABLES CHECK REGISTER PAGE: 4 PACKET: 00131 AP RUN 10.26.2022
VENDOR SET: 01 CITY OF PORTOLA **** CHECK LISTING ****
BANK: ALL
** REGISTER GRAND TOTALS *
* * T O T A L S * * NO# DISCOUNTS CHECK AMT TOTAL APPLIED REGULAR CHECKS: 35 0.00 76,261.04 76,261.04
HANDWRITTEN CHECKS: 0 0.00 0.00 0.00
PRE-WRITE CHECKS: 0 0.00 0.00 0.00
DRAFTS: 0 0.00 0.00 0.00
VOID CHECKS: 0 0.00 0.00 0.00
NON CHECKS: 0 0.00 0.00 0.00
CORRECTIONS: 0 0.00 0.00 0.00
REGISTER TOTALS: 35 0.00 76,261.04 76,261.04
** POSTING PERIOD RECAP **

FUND PERIOD AMOUNT
-----------------------------------------
100 10/2022 54,052.55CR
207 10/2022 1,110.93CR
208 10/2022 678.83CR
215 10/2022 250.00CR
501 10/2022 80.35CR
710 10/2022 11,447.38CR
720 10/2022 7,246.49CR
730 10/2022 1,394.51CR
===========================================
ALL 76,261.04CR
TOTAL ERRORS: 0 TOTAL WARNINGS: 0
1 City of Portola
Minutes
Regular Meeting
October 12, 2022 06:00 PM
35 Third Ave Portola 96122
https://www.cityofportola.com/
Mayor Pat Morton • Mayor Pro Tem Tom Cooley • Councilmember Phil Oels • Councilmember Stan Peiler • Councilmember Bill Powers

1. Call to Order
The meeting was called to order at 6:00 pm by Mayor Pat Morton.

A. Pledge of Allegiance
Lead by Mayor Pat Morton
B. Roll Call

Present: Mayor Pat Morton, Mayor Pro Tem Tom Cooley, Councilmember Phil Oels, Councilmember Bill Powers

Absent: Councilmember Stan Peiler
Staff Present:

Interim City Manager, Jon Kennedy
Deputy City Clerk, Jason Shaw

2. Public Comments
There were no public comments.

3. CITY COMMUNICATIONS
A. City Council Communications / Committee Reports
City Council had nothing to report.

B. Staff Communications / Fire Report / Sheriff's Report / Air Quality Report For the fire report, Portola homecoming parade was a huge success. Open house on Halloween at the Portola North Side Station. 11 fire calls in Betchworth. 20 fire calls in Portola. For the police report, 450 calls in the dispatch total, 276 have been in the city of Portola.

C. City Manager Report
Interim Manager Kennedy provided an update on the Community Clean Up Program, the Wastewater Improvement grant through Prop 1, and introduced the progress made by the new Administrative Clerk, Jason Shaw.

4. Resolution No 2529 Concerning COVID Remote Meetings Councilmember Phil Oels motioned to approve. A second was made by Councilmember Bill Powers. The roll call vote:

Aye Mayor Pat Morton Aye Mayor Pro Tem Tom Cooley Aye Councilmember Phil Oels Aye Councilmember Bill Powers Absent Councilmember Stan Peiler 2 5. Consent Agenda
A. Claims- Adopt Resolution No. 2530 authorizing payment of claims for the period of September 29, 2022 though October 12, 2022
Accounts Payable: $ 120,148.74
Payroll: $ 20,334.48
Total: $ 140,483.22
Payroll Checks 17195 – 17200
AP Run Checks 44286 – 44330
B. Approval of September 28, 2022 Minutes
Councilmember Bill Powers motioned to approve. A second was made by Councilmember Phil Oels. The roll call vote:

Aye Mayor Pat Morton Aye Mayor Pro Tem Tom Cooley Aye Councilmember Phil Oels Aye Councilmember Bill Powers Absent Councilmember Stan Peiler

6. Review of Municipal Services Review for Eastern Plumas Fire Agencies Jennifer Stephenson gave an update on the MSR. She listed the challenges facing the various fire departments in Plumas county and the ways they can be solved. Conclusion of the review indicated the best future action is the formation of a new fire district. Steve Gross commented that it is a well written document and asked follow up questions. Jennifer stated that there are no known legal challenges. Mayor Morton asked follow up questions. Jennifer responded that she had 16 years experience making these reports and her team has done over 500 service reviews in total.

7. LESSG Feasibility Draft and Presentation Councilmember Bill Powers motioned to approve. A second was made by Councilmember Phil Oels. The roll call vote:

Aye Mayor Pat Morton Aye Mayor Pro Tem Tom Cooley Aye Councilmember Phil Oels Aye Councilmember Bill Powers Absent Councilmember Stan Peiler Mayor Pro Tem Tom Cooley provided a brief but comprehensive report on the LESSG Feasibility study which included future possible fee structures and overall composition of possible fire district. The new district would allow for better service. Interim City Manager Jon Kennedy praised the team for their efforts.

Action was taken to approve the draft report as presented and recognition there will be a special tax which was presented in the study.

8. Adjournment
Meeting adjourned at 7:43 PM by Mayor Pat Morton.

City Council Agenda Staff Report
Date: October 20, 2022
TO: Honorable Mayor and members of the Council
From: Todd Roberts, Dir. of Building and Public Works
Meeting: October 26, 2022
Subject: Agreement with Cal-trans to lower and replace city waterlines located in under Hwy70 Council Members,
I would like to recommend we enter into an agreement with Cal-trans for the Relocation of City waterlines/facilities in order to accommodate the State’s conventional highway construction project on State Route 70. The State’s proposed construction will include [Roadway Rehabilitation] running trough the City of Portola.

City of Portola Piping & Accessories – General Provisions 33 14 01-1
SECTION 33 14 01

PIPING & ACCESSORIES - GENERAL PROVISIONS
PART 1 GENERAL

1.1 DRAWINGS
A. Dimensions shown on Drawings are approximate only. Verify all piping geometry in the field and to ensure proper alignment and fit of all piping consistent with the intent of the Drawings. Submit field layout drawings as required for approval.

PART 2 PRODUCTS

2.1 CONTRACTOR’S RESPONSIBILITY FOR MATERIAL
A. Examine all material carefully for defects. Do not install material which is known, or thought to be, defective.

B. The Engineer reserves the right to inspect all material and to reject all defective material shipped to the job site or stored on the site. Failure of the Engineer to detect damaged material shall not relieve the Contractor from his total responsibility for the completed work if it leaks or breaks after installation.

C. Lay all defective material aside for final inspection by the Engineer. The Engineer will determine if corrective repairs may be made, or if the material is rejected. The Engineer shall determine the extent of the repairs.

D. Classify defective pipe prior to the Engineer’s inspection as follows:

1. Damage to interior and/or exterior paint seal coatings.

2. Damage to interior cement-mortar or epoxy lining.

3. Insufficient interior cement-mortar lining or epoxy thickness.

4. Excessive pitting of pipe.

5. Poor quality exterior paint seal coat.

6. Pipe out of round.

7. Pipe barrel area damaged to a point where pipe class thickness is reduced (all pipe).

8. Denting or gouges in plain end of pipe (all pipe).

9. Excessive slag on pipe affecting gasket seal (DIP).

10. Any visible cracks, holes.

11. Embedded foreign materials.

12. Non-uniform color, density and other physical properties along the length of the pipe.

E. The Contractor shall be responsible for all material, equipment, fixtures, and devices fur- City of Portola Piping & Accessories – General Provisions 33 14 01-2
nished. These materials, equipment, fixtures and devices shall comply with the requirements and standards of all Federal, State, and local laws, ordinances, codes, rules, and regulations governing safety and health.

F. The Contractor shall take full responsibility for the storage and handling of all material furnished until the material is incorporated in the completed project and accepted by the Engineer. Contractor shall be solely responsible for the safe storage of all material furnished to or by him until incorporated in the completed project and accepted by the Engineer.

G. Load and unload pipe, fittings, valves, hydrants and accessories by lifting with hoists or skidding to avoid shock or damage. Do not drop these materials. Pipe handled on skidways shall not be skidded or rolled against other pipe. Handle this material in accordance with AWWA C600, C605 or C906 whichever is applicable.

H. Drain and store fittings and valves prior to installation in such a manner as to protect them from damage due to freezing of trapped water.

2.2 REDUCTION OF LEAD IN DRINKING WATER ACT COMPLIANCE
A. The Contractor shall comply with the requirements and standards of the Reduction of Lead in Drinking Water Act.

B. Any pipe, fitting or fixture (e.g. corp stops, curb valves, gate valves less than 2 inches in diameter, backflow prevention devices, water meters, hose bibs, etc.), solder and flux installed or requiring replacement as of January 4, 2014 must be “lead free”. The Contractor shall be responsible to comply with the State, local laws, ordinances, codes, rules, and regulations governing the Reduction of Lead in Drinking Water Act that may have additional limitations or requirements." C. The definition of 'lead free' is as follows:

1. Not containing more than 0.2 percent lead when used with respect to solder and flux; and,

2. Not more than a weighted average of 0.25 percent lead when used with respect to the wetted surfaces of pipes, pipe fittings, plumbing fittings, and fixtures.

3. PART 3 EXECUTION

3.1 INSTALLATION - GENERAL REQUIREMENTS
A. Lay and maintain all pipe to the required lines and depths. Install fittings, valves and hydrants in strict accordance with the Specifications at the required locations with joints City of Portola Piping & Accessories – General Provisions 33 14 01-3
centered, spigots home, and all valve and hydrant stems plumb. Do not deviate from the required alignment, depth or grade without the written consent of the Engineer.

B. Lay all pipe to the depth specified. Measure the depth from the final surface grade to the top of the pipe barrel. The minimum pipe cover shall be as shown on the Drawings or as specified in the Specifications.

C. Do not lay pipe in a wet trench, on subgrade containing frost, or when trench conditions are unsuitable for such work. If all efforts fail to obtain a stable dry trench bottom and the Engineer determines that the trench bottom is unsuitable for such work, the Engineer will order the kind of stabilization to be constructed, in writing. In all cases, water levels must be at least 6” below the bottom of the pipe.

D. Thoroughly clean the pipes and fittings before they are installed. Keep these materials clean until the acceptance of the completed Work. Lay pipe with the bell ends facing in the direction of laying, unless otherwise shown on the Drawings, or directed by the Engineer. Exercise care to ensure that each length abuts the next in such a manner that no shoulder or unevenness of any kind occurs in the pipe line.

E. Do not wedge or block the pipe during laying unless by written order of the Engineer.

F. Before joints are made, bed each section of pipe the full length of the barrel, at the required grade, and at the invert matching the previously laid pipe. Dig bell holes sufficiently large to permit proper joint making. Do not bring succeeding pipe into position until the preceding length is embedded and secure in place.

G. Take up and relay pipe that is out of alignment or grade, or pipe having disturbed joints after laying. Take up such in-place pipe sections found to be defective and replace them with new pipe. Take up, relaying, and replacement will be at the Contractor's expense.

H. Place enough backfill over the center sections of the pipe to prevent floating. Take all other necessary precautions to prevent the floating of the pipeline by the accumulation of water in the trench, or the collapse of the pipeline from any cause. Should floating or collapse occur, restoration will be at the Contractor's expense.

I. Bedding materials and concrete work for the pipe bedding and thrust restraint shall be as specified.

J. Prevent foreign material from entering the pipe while it is being placed. Do not place debris, tools, clothing, or other materials in the pipe during laying operations. Close all openings in the pipeline with watertight plugs when pipe laying is stopped at the close of the day's work, or for other reasons such as rest breaks or meal periods.

K. Only cut pipe with equipment specifically designed for cutting pipe such as an abrasive wheel, a rotary wheel cutter, a guillotine pipe saw, or a milling wheel saw. Do not use chisels or hand saws. Grind cut ends and rough edges smooth. Bevel the cut end slightly City of Portola Piping & Accessories – General Provisions 33 14 01-4
for push-on connections as per manufacturer recommendations.

L. In distributing material at the site of the Work, unload each piece opposite or near the place where it is to be laid in the trench. If the pipe is to be strung out, do so in a straight line or in a line conforming to the curvature of the street. Block each length of pipe adequately to prevent movement. Block stockpiled pipe adequately to prevent movement. Do not place pipe, material, or any other object on private property, obstructing walkways or driveways, or in any manner that interferes with the normal flow of traffic.

M. Exercise special care to avoid damage to the bells, spigots or flanged ends of pipe during handling, temporary storage, and construction. Replace damaged pipe that cannot be repaired to the Engineer’s satisfaction, at the Contractor's expense.

N. Remove all existing pipe, fittings, valves, pipe supports, blocking, and all other items necessary to provide space for making connections to existing pipe and installing all piping required under this Contract.

O. Maintain the minimum required distance between water and sewer lines and other utility lines in strict accordance with all Federal, State, and local requirements and all right-ofway limitations.

P. The maximum allowable deflection at the joints for push-on joint pipe shall be the lesser of manufacturer’s recommendations or as described in the DIPRA Guideline, Ductile Iron Pipe Joints and Their Uses, as follows:

TABLE 1
Maximum Allowable Deflection for DIP
Size of Pipe Deflection Angle
Maximum Deflection
(18-ft Length) (20-ft Length)
3”-12” 5 degrees 19” 21”
14”-42” 3 degrees 11” 12”
48”-64” 3 degrees N/A 12”
Q. The maximum allowable deflection at the joints for PVC pressure pipe shall be as follows:

City of Portola Piping & Accessories – General Provisions 33 14 01-5
TABLE 2
Maximum Allowable Deflection for PVC
Size of Pipe Deflection Angle
Maximum Deflection
(20-ft Length)
4”-12” 2 degrees 8”
14” + 1.5 degrees 6”
R. Use short lengths of pipe (minimum length 3 feet, no more than three short sections), when approved by OWNER, to make curves that cannot be made with full length sections of pipe without exceeding the allowable deflection. Making these curves will be at no additional cost to OWNER.

S. Furnish air relief valve assemblies in accordance with Drawings provided or as specified in Specification Special Conditions section. OWNER will provide standard detail for additional air release valve assemblies. Any deviation from the standard detail, proposed by Contractor must be approved in advance.

T. Exercise particular care so that no high points are established where air can accumulate.

Install an air release valve in accordance with details shown on drawings, as extra Work to the Contract, when OWNER determines that unforeseen field conditions necessitate a change in the pipe profile that requires the installation of an air release valve. If the Contractor requests a change in the pipe profile solely for ease of construction, and the requested change requires the installation of an air release valve as determined by OWNER, the cost of furnishing and installing the air release valve and manhole will be at the expense of the Contractor.

U. All water mains 20” and greater in diameter shall be constructed using DIP only. Other construction materials, such as PVC and HDPE, are limited to water mains 16” and under in diameter. Alternate materials for larger water mains may be approved by the Engineer on a case-by-case basis.

V. Warning tape shall be detectable type with a 5 mil minimum, overall thickness. The tape shall have a 50 gauge solid aluminum foil core laminated between two layers of inert plastic film. The tape shall be 3-inches wide with a minimum tensile strength of 100 pounds per 3-inch wide strip. For water pipes, the tape shall be APWA color coded (Blue) and bear a continuous printed message in permanent black letters on one side" “CAUTION WATER LINE BURIED BELOW” or words of a similar nature. For sewer lines, tape shall be colored green. Marking tape along pressurized force mains shall be labeled “Pressurized Wastewater”.

3.2 CONSTRUCTION METHODS TO AVOID CONTAMINATION
City of Portola Piping & Accessories – General Provisions 33 14 01-6
A. Heavy particulates generally contain bacteria and prevent even very high chlorine concentrations from contacting and killing such organisms. It is essential that the procedures of this Section be observed to assure that a water main and its appurtenances are thoroughly clean for the final disinfection by chlorination.

B. Take precautions to protect the interior of pipes, fittings, and valves against contamination. String pipe delivered for construction so as to keep foreign material out of the pipe.

Close all openings in the pipeline with watertight plugs when pipe laying is stopped at the close of the day's work or for other reasons, such as rest breaks or meal periods. Use rodent-proof plugs approved by the Engineer, where it is determined that watertight plugs are not practical and where thorough cleaning will be performed.

C. Delay in placement of delivered pipe invites contamination. The more closely the rate of delivery is correlated to the rate of pipe laying, the lower the likelihood of contamination.

Complete the joints of all pipe in the trench before stopping work. If water accumulates in the trench, keep the plugs in place until the trench is dry.

D. When encountering conditions on pre-existing pipe that requires packing, employ yarning or packing material made of molded or tubular rubber rings, or rope of treated paper or other approved materials. Do not use materials such as jute, asbestos, or hemp. Handle packing material in a manner that avoids contamination.

E. Do not use contaminated material or any material capable of supporting prolific growth of microorganisms for sealing joints. Handle sealing material or gaskets in a manner that avoids contamination. The lubricant used in the installation of sealing gaskets shall be suitable for use in potable water. Deliver the lubricant to the job in closed containers and keep it clean.

F. If dirt enters the pipe, and in the opinion of the Engineer the dirt will not be removed by the flushing operation, clean the interior of the pipe by mechanical means, then swab with a 1% hypochlorite disinfecting solution. Clean using a pig, swab, or "go-devil" only when the Engineer has specified such and has determined that such operation will not force mud or debris into pipe joint spaces.

G. If the main is flooded during construction, the flooded section must be isolated from the remainder of the installation as soon as practical. Submit a plan to the Engineer on correcting the condition and do not proceed until authorized by the Engineer. Replace or fully clean and disinfect the affected pipe at no additional cost to the Engineer.

3.3 VALVE INSTALLATION
A. Prior to installation, inspect valves for direction of opening, freedom of operation, tightness of pressure containing bolting, cleanliness of valve ports and especially of seating surfaces, handling damage, and cracks. Correct defective valves or hold for inspection by OWNER.

City of Portola Piping & Accessories – General Provisions 33 14 01-7
B. Set and join to the pipe in the manner specified in Paragraph 3.01. Provide valves with adequate support, such as crushed stone and concrete pads, so that the pipe will not be required to support the weight of the valve. Set truly vertical. If polyethylene is applied to the pipe, the entire valve shall be encased in polyethylene encasement prior to backfill.

The polyethylene encasement shall be installed up to the operating nut leaving the operating nut, exposed and free to be operated.

C. Provide a valve box for each valve. Set the top of the valve box neatly to existing grade, unless directed otherwise by the Engineer. Do not install in a way that allows the transfer of shock or stress to the valve. Center and plumb the box over the wrench nut of the valve. Do not use valves to bring misaligned pipe into alignment during installation. Support pipe in such manner as to prevent stress on the valve.

D. Provide extension stem for each valve, with a standard 2-inch AWWA nut. Pin the extension stem to the operating nut on the valves. Extension stem shall extend to with 12- inches of finished grade.

E. Provide valve marking posts, when authorized by the Engineer, at locations designated by the Engineer and in accordance with detail drawings.

3.4 THRUST RESTRAINT
A. Provide all plugs, caps, tees, and bends (both horizontal and vertical) with concrete thrust blocking and/or restrained joint pipe as represented on the Drawings, or specified in the Specification Special Conditions.

B. Place concrete thrust blocking between undisturbed solid ground and the fitting to be anchored. Install the concrete thrust blocking in accordance with Section Cast-In-Place Concrete and Standard Details provided. Locate the thrust blocking to contain the resultant thrust force while keeping the pipe and fitting joints accessible for repair, unless otherwise shown or directed.

C. Use restrained joints for fittings and valves for a minimum distance on either side as calculated using DIPRA guidance - “Thrust Restrained Design for Ductile Iron Pipe”. Refer to Table 3 at the end of this section, for minimum lengths restrained for 12” – 24” diameter pipe. If soil conditions other than those listed in the table are encountered, contractor shall provide engineering calculation performed by a local P.E for the minimum required restraining length.

D. Provide temporary thrust restraint at temporary caps and plugs. Submit details of temporary restraint to the Engineer for approval.

E. At connections with existing water mains where there is a limit on the time the water main may be removed from service, use metal harnesses of anchor clamps, tie rods and straps; mechanical joints utilizing set-screw retainer glands; or restrained push-on joints as permitted by the Engineer. No restraining system can be installed without the approval City of Portola Piping & Accessories – General Provisions 33 14 01-8
of the Engineer. Submit details of the proposed installation to the Engineer for approval.

For pipe up to 12-inches in size, use a minimum of two 3/4-inch tie rods. If approved for use, install retainer glands in accordance with the manufacturer’s instructions. Material for metal harnessing and tie-rods shall be ASTM A36 or A307, as a minimum requirement.

F. Protection of Metal Harnessing: Protect ties rods, clamps and other metal components against corrosion and by encasement of the entire assembly with 8-mil thick (12 mil thick in corrosive soils) loose polyethylene film in accordance with AWWA C105. Apply tape on all exposed tie rods prior to installing polyethylene.

TABLE 3
Required Restraint Lengths On Each Side of Bend (ft)
(The following assumptions were used in calculating required restrained lengths: 42" burial depth, 250 psi, 1.5 safety factor. In areas of multiple bands where required restrained lengths overlap) Pipe
Diameter
(inch)
Type of Bend
Bend Angle Soil
5 Conditions 0-11.25011.250-22.5022.50-300300-450450-600600-900 12 Horizontal Bend 4 9 12 16 25 43 Rock
12 Vertical Up Bend 4 9 12 16 25 43 Rock
12 Vertical Down Bend 15 31 41 64 89 155 Rock
16 Horizontal Bend 5 11 15 23 32 55 Rock
16 Vertical Up Bend 5 11 15 23 32 55 Rock
16 Vertical Down Bend 20 40 53 82 115 199 Rock
24 Horizontal Bend 7 15 20 31 44 76 Rock
24 Vertical Up Bend 7 15 20 31 44 76 Rock
24 Vertical Down Bend 28 56 75 117 183 281 Clay
12 Horizontal Bend 7 14 19 29 40 69 Clay
12 Vertical Up Bend 7 14 19 29 40 69 Clay
12 Vertical Down Bend 17 35 47 73 102 77 Clay
16 Horizontal Bend 9 18 24 37 52 77 Clay
16 Vertical Up Bend 9 18 24 37 52 77 Clay
16 Vertical Down Bend 23 46 62 97 135 233 Clay
24 Horizontal Bend 13 26 35 54 76 131 Clay
24 Vertical Up Bend 13 26 35 54 76 131 Clay
24 Vertical Down Bend 34 69 93 143 200 346 Clay
** END OF SECTION **
City of Portola Piping & Accessories – General Provisions 33 14 01-9
City of Portola Pipes and Fittings
33 14 02-1
SECTION 33 14 02

PIPES AND FITTINGS
PART 1 GENERAL

1.1 SCOPE OF WORK
This specification includes all materials and methods for the construction of buried water mains and fittings and certain above-ground piping and fittings.

1.2 COORDINATION OF WORK
Connection to existing pipelines may require shutdown of OWNER’s facilities. Closely coordinate construction work and connections with OWNER through the OWNER’s Project Manager. The OWNER’s Project Manager, in consultation with OWNER, may select the time for connection to existing pipelines, including Saturdays, Sundays, or holidays, which, in the opinion of the OWNER, will cause the least inconvenience to OWNER and/or its customers. Make such connections at such times as may be directed by OWNER, at the Contract prices, with no claim for premium time or additional costs.

1.3 RELATED WORK SPECIFIED ELSEWHERE
A. Section 034000 Precast Concrete Valve Box
B. Section 330112.11 Pressure & Leakage Tests
C. Section 330110.58 Disinfecting Pipelines
D. Section 331401 Piping & Accessories – General Provisions E. Section 330597.22 Tracer Wire
F. Section 331410 Polyvinyl Chloride Pipelines
G. Section 331411 High Density Polyethylene Pipe and Fittings H. Section 331412 Ductile Iron Pipe and Fittings
I. Section 331419.10 Gate Valves
J. Section 331419.11 Pressure Reducing Valves
K. Section 331419.12 Air Release & Vacuum Relief Valves

1.4 SUBMITTALS
A. Submittals for all equipment and products under this Section are required. Submit manufacturer’s product data, installation instructions and certification for all materials to be furnished in accordance with Specification Section 013300. Submit classification and gradation test results for embedment and pipe backfill material.

B. Furnish manufacturer’s installation and operation manuals for all products.

1.5 QUALITY ASSURANCE
City of Portola Pipes and Fittings
33 14 02-2
A. All materials included in this section shall be new, quality materials and shall conform to all applicable specifications of ASTM and AWWA Standards. All materials in contact with potable water shall be certified as compliant with NSF Standard 61.

B. All installation, methods and workmanship shall conform in all respects to the above referenced standards as applicable and to the product manufacturer’s recommendations.

PART 2 MATERIALS

2.1 GENERAL
A. Pipe materials and joining methods and materials shall be as designated on the project plans.

B. Research has documented that certain pipe materials (such as polyvinyl chloride, polyethylene, and polybutylene) and certain elastomers (such as those used in gasket material) may be subject to permeation by lower-molecular weight organic solvents or petroleum products. Products supplied under this Section assume that petroleum products or organic solvents will not be encountered. If during the course of pipeline installation the Contractor identifies, or suspects the presence of petroleum products or any unknown chemical substance, notify OWNER immediately. Stop installing piping in the area of suspected contamination until direction is provided by OWNER.

C. PVC Schedule 40 or 80 is not permitted for conveying wastewater or potable water within distribution or collection systems. However, it may be used in other applications, such as conveying chemicals or for drainage.

D. Reduction of Lead in Drinking Water Act Compliance

1. The Contractor shall comply with the requirements and standards of the Reduction of Lead in Drinking Water Act.

2. Any pipe, fitting or fixture (e.g. corp stops, curb valves, gate valves less than 2 inches in diameter, backflow prevention devices, water meters, hose bibs, etc.), solder and flux installed or requiring replacement as of January 4, 2014 must be “lead free”. The Contractor shall be responsible to comply with the State, local laws, ordinances, codes, rules, and regulations governing the Reduction of Lead in Drinking Water Act that may have additional limitations or requirements."

3. The definition of 'lead free' is as follows:
a. Not containing more than 0.2 percent lead when used with respect to solder and flux; and
b. Not more than a weighted average of 0.25 percent lead when used with respect to the wetted surfaces of pipes, pipe fittings, plumbing fittings, and fixtures.

City of Portola Pipes and Fittings
33 14 02-3
E. Fittings

1. Ductile Iron Fittings
Standard fittings shall be ductile iron conforming to AWWA Standard C110.

Compact ductile iron fittings shall meet the requirements of AWWA Standard C153.

See Section 33-14-01 for further specifications on pipe fittings.

A. Joints

1. Mechanical and Push-On
Mechanical and push-on joints including accessories shall conform to AWWA Standard C111. Anti-Rotation T-Bolts shall be used on mechanical joints shall be high strength, low alloy steel bolts only, meeting the current provisions of ANSI/AWWA C111/A21.1 for rubber gasket joints for cast iron or ductile iron pipe and fittings. T-bolts shall be corrosion resistant to handle corrosive conditions on any buried bolts.

2. Flanged
Flanged jointsshall meet the requirements of AWWA Standard C115 or ANSI B16.1.

Furnish all flanged joints with minimum 1/8-inch, thick red rubber or styrene butadiene rubber full-face gaskets. The bolts shall have heavy unfinished hexagonal head and nut dimensions all as specified in ANSI B18.2. Corrosion resistant hex bolts to handle corrosive conditions shall be used on any buried flanged bolts.

Bolts and nuts hall be threaded in accordance with ASME/ANSI B1.1, Unified Inch Screw Threads (UN and UNR Thread Form) class 2A external and class 2B internal.

For bolts of 1-3/4-inches in diameter and larger, stud bolts with a nut on each end are recommended. Material for bolts and nuts shall conform to ASTM A307, 60,000 PSI Tensile Strength, Grade B, unless otherwise specified.

Stainless Steel nuts and bolts are required on piping within wastewater treatment plants and pump stations..

3. Restrained
Restrained joints for valves and fittings shall be of the boltless push-on type which provides joint restraint independent of the joint seal. Restrained push-on (i.e. Field Lok) gaskets are NOT permitted on valves or fittings. Restrained push-on joints are allowed for pipe only in locations as shown on the drawings (i.e. bridge crossing) and shall have accessories conforming to AWWA Standard C111. Restrained system shall be suitable for the following minimum working pressures:

City of Portola Pipes and Fittings
33 14 02-4
Size
(inch)
Pressure
(psi)
Less than 20 300
20 300
24 250
30-64 250
Where adjacent fittings are to be placed (as in a mechanical joint hydrant tee and a mechanical joint hydrant valve), the use of a suitably sized Foster adaptor is permitted to facilitate restraint between the fittings.

2.2 GALVANIZED STEEL PIPE AND FITTINGS
A. All galvanized steel pipe and fittings shall be in conformance with ASTM A53 Standard Specifications for Pipe, Steel, Black and Hot Dipped Zinc Coated, Welded and Seamless, as appropriate for galvanized seamless and/or welded steel pipe. Pipe and fittings shall conform to these standards in materials, fabrication, dimensions, wall thicknesses, coatings, and thread patterns.

B. All pipe, fittings, and pipe joint compounds and all materials in contact with potable water shall be in compliance with NSF Standard 61 for use with potable water.

C. All pipe and fittings shall be installed in the configuration shown on the plans, and shall be supported and restrained with pipe clamps and braces as necessary to prevent movement of any kind.

2.3 WELDED STEEL PIPE AND FITTINGS
A. All pipe and fittings shall be installed in the configuration shown on the plans, and shall be supported and restrained with pipe clamps and braces as necessary to prevent movement of any kind. Pipe shall conform in all respects to AWWA C200 Standard for Steel Water Pipe 6 inches and larger, as most recently adopted. All welded steel fittings shall conform to AWWA Standard C 208. All field welding of steel water pipe shall conform to AWWA C206. Elbows and bends shall be smooth radius fittings. Exterior coating shall be tape coating system as per AWWA C214 or as approved by Engineer.

Interior Coating shall conform to one of the methods specified in C200 Section 4.5.

2.4 WARNING TAPE
A. Warning tape shall be detectable type with a 5 mil minimum, overall thickness. The tape City of Portola Pipes and Fittings
33 14 02-5
shall have a 50 gauge solid aluminum foil core laminated between two layers of inert plastic film. The tape shall be 3-inches wide with a minimum tensile strength of 100 pounds per 3-inch wide strip. The tape shall be APWA color coded (Blue) and bear a continuous printed message in permanent black letters on one side" “CAUTION WATER LINE BURIED BELOW” or words of a similar nature.

2.5 RECEIVING, HANDLING AND STORAGE
A. Inspect pipe and appurtenances for defects prior to installation in the trench. Set aside and clearly mark defective, damaged or unsound material and hold material for inspection by the Engineer.

B. Load and unload all materials in accordance with the manufacturer’s recommendations and in such a manner as to prevent damage. Do not drop pipe and accessories or handle them in a rough manner.

C. Provide safe storage for all materials. Cover stored pipe that will be exposed to sunlight for periods longer than 6 months. Cover with canvas or other opaque material with provision for adequate air circulation. PVC pipe shall not be stored close to heat sources, such as heaters, boilers, steam lines, or engine exhaust.

PART 3 EXECUTION

3.1 INSTALLATION
Follow the provisions of Section 331401 - Piping - General Provisions in addition to the following requirements:

A. Remove all dirt and foreign matter from pipe before lowering it into the trench. Do not place debris, hand tools, clothing or other materials in the pipe. Keep pipe clean during and after laying.

B. Lay pipe with the bell end pointing in the direction of work progress. Do not roll, drop or dump pipe or appurtenances into the trench.

C. Assemble push-on joints in accordance with the pipe manufacturer’s recommendations.

Assemble mechanical joints in accordance with the fitting manufacturer’s recommendations.

D. Cut pipe with pipe saws, circular saws, handsaws, or similar equipment. Provide a smooth end at a right angle to the longitudinal axis of the pipe. Deburr, bevel, and remark insertion line on spigot ends. Match factory bevel length and angle for field bevels.

When connecting to certain shallow depth bells, such as those on some cast iron fittings and valves, cut off the factory bevel and prepare a deburred, square cut end with a slight outer bevel.

City of Portola Pipes and Fittings
33 14 02-6
E. Clean the sealing surface of the spigot end, the pipe bell, the coupler or fitting, and the elastomeric gaskets immediately before assembly. Do not remove factory installed gaskets for cleaning. Keep the joint free of dirt, sand, grit, grease or any foreign material.

Apply approved lubricant when assembling gasketed joints in accordance with the pipe manufacturer’s requirements. The use of improper lubricants can damage gaskets.

Excessive lubricant use can make disinfection more difficult and cause taste and odor problems when the line is placed in service.

F. Good pipe alignment is essential for proper joint assembly. Align the spigot to the bell and insert the spigot into the bell until it contacts the gasket uniformly. Do not swing or “stab” the joint; that is, do not suspend the pipe and swing it into the bell. The spigot end of the pipe is marked by the manufacturer to indicate the proper depth of insertion. Avoid metal to plastic contact with the pushing the pipe home (use wood or other material to cushion moving the pipe.

G. Assemble pipe using the following types of joints:

1. Gasketed bell joint – Integral with the pipe or fitting

2. Gasketed coupling – A double gasketed coupling

3. Mechanical joint – Any of the several joint designs that have gaskets and bolts manufactured in accordance with AWWA standards.

H. Tracer Wire

1. Place tracer wire in accordance with Section 330597.22 - Tracer Wire.

2. The wire shall be contiguous except at test stations, valve boxes, and where splicing is required. All splices shall be encased with a 3M-Gel Pack Model No. 054007- 09053, or approved equal.

I. All pressure and leakage testing shall be done in accordance with Specification Section 33 01 12.11 – Pressure and Leakage Tests.

J. PVC pipe fittings shall employ ductile iron pipe fittings as per these Specifications. See detail drawings for transitions between different pipe materials.

K. Gaskets - Gaskets shall be as provided or recommended by the manufacturer and satisfy AWWA standard C111 in all respects. Where ductile iron pipe and PVC pipe are directly connected, the appropriate gasket material for this purpose shall be employed. As noted in the products section of this specification, some gasket materials are prone to permeation of certain hydrocarbons which may exist in the soil (see Part 2). Under these conditions and at the discretion of OWNER, Contractor shall require contractor to provide FKM (Viton, Flourel) gasket material in areas of concern.

City of Portola Pipes and Fittings
33 14 02-7

3.2 PIPES & FITTINGS
Follow the provisions of Section 331401 - Piping - General Provisions in addition to the following requirements:

A. All pipe and fittings shall be installed in the configuration shown on the plans, and shall be supported and restrained above ground with pipe clamps and braces and below ground with thrust blocks or restrained joints as called out on the project plans and/or as necessary to prevent movement of any kind under all anticipated service conditions and pressures.

B. All pipe installation shall be as per the manufacturer’s recommendations for the pipe material used. All fittings shall be installed and secured with flanged or threaded connections or as shown on the drawings. All proper hardware, gaskets and appurtenances for each fitting shall be as recommended and supplied by the fitting manufacturer. All new materials shall be used.

C. All trenching shall conform to trench detail as shown on the plans. All pipe bedding, trench backfill and finishing shall be in accordance with trench details as shown on the plan and shall be as per the pipe manufacturer’s recommendation for the pipe material being installed.

D. All AWWA C900 and C905 Pipe shall be installed in accordance with AWWA C605 “Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water” and in accordance with the manufacturer’s directions and recommendations.

E. Push-On Joints
Clean the surfaces that the gasket will contact thoroughly, just prior to assembly using a bacteria free solution (bleach, potable water or NSF approved material). Insert the gasket into the groove in the bell. Apply a liberal coating of special lubricant to the gasket and the spigot end of the pipe before assembling the joint. Center the spigot end in the bell and push home the spigot end.

F. Mechanical Joints
Clean and lubricate all components with soapy water prior to assembly. Slip the follower gland and gasket over the pipe plain end making sure that the small side of the gasket and lip of the gland face the bell socket. Insert the plain end into socket. Push gasket into position with fingers. Seat gasket evenly. Slide gland into position, insert bolts, and tighten nuts by hand. Tighten bolts alternately (across from one another) to the recommended manufacturing rating or if not provided, to the following normal torques:

Bolt Size Range of Torque-limiting
City of Portola Pipes and Fittings
33 14 02-8
(inch) (ft-lbs)
5/8 40 - 60
3/4 60 – 90
1 70 - 100
1-1/4 90 - 120
G. Restrained Joints

1. Push-On
Assemble and install the push-on joint according to the manufacturer's recommendations. Thoroughly clean and lubricate the joint. Check the retainer ring fastener.

Protect pipe from damage from the jacking device (backhoe bucket, pipe jack, etc.) when “pushing home” any pipe by using wood or other suitable (non metallic) material.

2. Mechanical Joint
Assemble and install the mechanical joint according to the manufacturer's recommendations. Thoroughly clean and lubricate the joint. Use approved restrained joint device on fittings and valves where required and approved for use by the Engineer.

H. Pipe Protection
Protect pipe from damage from the jacking device (backhoe bucket, pipe jack, etc.) when “pushing home” any pipe. Wood or other suitable material (non metallic) shall be used to push home the pipe.

I. Gaskets
Gaskets shall be as provided or recommended by the manufacturer and satisfy AWWA Standard C111 in all respects with the exception of requirements noted in Part 2.

J. Thrust Restraints
All pipe and fittings shall be properly restrained against horizontal and vertical movement due to internal pressure and pressure changes. Contractor shall utilize mechanical restraints, restraint joints, bracing, and/or thrust blocks to provide all necessary bracing and restraint to protect piping from movement in all service conditions. Method of restraint may be specified on project plans. If method of restraint is not specified on the plans, Contractor shall verify with Engineer appropriate restraint method.

City of Portola Pipes and Fittings
33 14 02-9

3.3 FLUSHING, TESTING AND DISINFECTION
A. As a condition of acceptance of the completed water system, the Contractor shall flush, test and disinfect the new water system as per AWWA standards and as outlined elsewhere in Section 330110.58. Pressure and leakage tests shall be done as outlined in Section 330112.11 - Pressure and Leakage Test of these Specifications. The authorized representative of the Engineer shall be present during the performance of all such work.

B. Prior to hydrostatic testing and disinfection, the Contractor shall thoroughly flush all piping to remove sand, grit, fluids, construction waste, etc.

A. Pressure testing of above ground piping will not be required. Testing of above ground piping will be by observation of leaks.
** END OF SECTION **
City of Portola Polyvinyl Chloride (PVC) Pipe
33 14 10-1
SECTION 33 14 10

POLYVINYL CHLORIDE (PVC) PIPE
PART 1 GENERAL

1.1 SECTION INCLUDES
A. PVC pressure pipe and fabricated fittings in nominal sizes 4-inches through 12-inches with cast iron pipe equivalent outside diameters.

1.2 SUBMITTALS
A. Submit manufacturer’s product data, installation instructions and certification for all materials to be furnished in accordance with Specification Section 01 33 00. Submit classification and gradation test results for embedment and pipe backfill material.

PART 2 PRODUCTS

2.1 PIPE MATERIALS
A. All small diameter PVC pipe shall be PVC 1120 pressure pipe made from class 12454 material as defined by ASTM D1784 with outside diameter dimensions of steel or cast iron pipe. All PVC Schedule 40 and 80 pipe shall be manufactured from a Type I, Grade I Polyvinyl Chloride (PVC) compound with a Cell Classification of 12454 per ASTM D1784. All sizes of PVC Schedule 40 & Schedule 80 pipe shall be manufactured in strict accordance to the requirements of ASTM D1785 for physical dimensions and tolerances.

Each production run of pipe manufactured in compliance to this standard, shall also meet or exceed the test requirements for materials, workmanship, burst pressure, flattening, and extrusion quality defined in ASTM D1785. The PVC compounds shall be treated or certified suitable for potable water products by the National Sanitation Foundation Testing Laboratory (NSF Standard No. 61).

PVC Pipe 4-inch through 12-inch:

AWWA Standard C900, DR14 and where permitted DR18. DR25 pipe will not be allowed. Pressure class shall be as called out on the drawings. Pipe with integral bell and spigot joints. The bell shall consist of an integral thickened wall section with a factory installed elastomeric seal. The wall thickness in the bell section shall conform to the requirements of Section 6.2 of ASTM D3139 “Standard Specifications for Joint for Plastic Pressure Pipes Using Flexible Elastomeric Seals.

B. Pipe, fittings and elastomeric seals shall meet the requirements of ANSI/NSF 61.

C. PVC 900 and 905 pipe shall be manufactured to cast iron outside diameters (CIOD) in accordance with AWWA C900 and C905.

City of Portola Polyvinyl Chloride (PVC) Pipe
33 14 10-2
D. Elastomeric Seals shall meet the requirements of ASTM F477 “Standard for Elastomeric Seals (Gaskets) for Joining Plastic Pipe.

2.2 RECEIVING, HANDLING AND STORAGE
A. Inspect pipe and appurtenances for defects prior to installation in the trench. Set aside and clearly mark defective, damaged or unsound material and hold material for inspection by the Engineer.

B. Load and unload all materials in accordance with the manufacturer’s recommendations and in such a manner as to prevent damage. Do not drop pipe and accessories or handle them in a rough manner.

PART 3 EXECUTION

3.1 INSTALLATION
Follow the provisions of Section - Piping - General Provisions, and Sanitary Sewer Force Mains in addition to the following requirements:

A. Remove all dirt and foreign matter from pipe before lowering it into the trench. Do not place debris, hand tools, clothing or other materials in the pipe. Keep pipe clean during and after laying.

B. Lay pipe with the bell end pointing in the direction of work progress. Do not roll, drop or dump pipe or appurtenances into the trench.

C. Assemble push-on joints in accordance with the pipe manufacturer’s recommendations.

Assemble mechanical joints in accordance with the fitting manufacturer’s recommendations.

When connecting to certain shallow depth bells, such as those on some cast iron fittings and valves, cut off the factory bevel and prepare a deburred, square cut end with a slight outer bevel.

E. Clean the sealing surface of the spigot end, the pipe bell, the coupler or fitting, and the elastomeric gaskets immediately before assembly. Do not remove factory installed gaskets for cleaning. Keep the joint free of dirt, sand, grit, grease or any foreign material.

City of Portola Polyvinyl Chloride (PVC) Pipe
33 14 10-3
Apply approved lubricant when assembling gasketed joints in accordance with the pipe manufacturer’s requirements. The use of improper lubricants can damage gaskets.

Excessive lubricant use can make disinfection more difficult and cause taste and odor problems when the line is placed in service.

G. Assemble pipe using the following types of joints:

1. Gasketed bell joint – Integral with the pipe or fitting

2. Gasketed coupling – A double gasketed coupling

3. Mechanical joint – Any of the several joint designs that have gaskets and bolts manufactured in accordance with AWWA standards.

H. Tracer Wire

1. Place tracer wire in accordance with Section - Tracer Wire.

2. The wire shall be contiguous except at test stations, valve boxes, and where splicing is required. All splices shall be encased with a 3M-Gel Pack Model No. 054007- 09053, or approved equal.

I. All pressure and leakage testing shall be done in accordance with Specification Section 33 01 12.11 – Pressure and Leakage Tests
J. PVC pipe fittings shall employ ductile iron pipe fittings per Specifications 33 14 12. See detail drawings for transitions between different pipe materials.

3.2 SERVICE CONNECTIONS
A. Installservice connections in accordance with AWWA Standard C605 and the manufacturer’s recommendations using the following methods:

City of Portola Polyvinyl Chloride (PVC) Pipe
33 14 10-4

1. Installservice connections in accordance with AWWA Standard C605 and the manufacturer’s recommendations using the following methods:

2. Using injection molded couplings with threaded outlets.

3. Tapping with large service connections through appropriately sized tapping sleeves and valves.

4. Direct tapping of 1-inch and smaller service connections is not permitted. Use service saddles only for AWWA Standard C900 pipe, for nominal pipe sizes 6-inch through 12-inch. Corporation stops shall be threaded and conform to AWWA Standard C800.

5. The distance between the PVC pipe joint and a service tap (2-inchs and smaller) shall be a minimum of 3 feet. The distance between the PVC pipe joint and a service tap (4-inchs and larger) shall be a minimum of 4 feet. Where necessary, excavate along the pipe to confirm the acceptable distance before starting the tap. ** END OF SECTION **
City of Portola High Density Polyethylene (HDPE) Pipe & Fittings 33 14 11-1
SECTION 33 14 11

HIGH DENSITY POLYETHYLENE (HDPE)

PIPE AND FITTINGS
PART 1 GENERAL

1.1 SECTION INCLUDES
A. Furnishing and installing up to 16-inch high density polyethylene (HDPE) pipe and fittings for water distribution, wastewater collection, force mains, service lines, and transmission mains.

1.2 SUBMITTALS
A. Submit manufacturer’s product data, installation instructions, and certification for all materials to be furnished in accordance with Section -Submittals. Submit classification and gradation test results for materials to be used for pipe embedment and backfill.

PART 2 PRODUCTS

2.1 MATERIALS
A. Pipe and fittings shall be made from the same resin meeting the requirements of the PPI material designation PE4710 with an ATSM D3350 minimum cell classification of 445574C/E.

B. The material shall have a minimum Hydrostatic Design Basis (HDB) of 1,600 psi at 73 degrees F.

C. All materials which come in contact with water, including lubricants, shall be evaluated, tested, and certified for conformance with ANSI/NSF Standard 61

2.2 PIPE
A. All pipe and fittings shall be manufactured in ductile iron pipe sizes (DIPS) only in accordance with AWWA Standard C906.

B. The pipe shall contain no recycled compound except for rework material generated in the manufacturer’s own plant that has the same cell classification as the material to which it is being added. The pipe shall be homogeneous throughout and free of visible cracks, holes, voids, foreign inclusions, or other defects that may affect the wall integrity.

C. Permanent identification of water piping service shall be provided by co-extruding longitudinal blue stripes into the pipe outside surface. The striping material shall be the same material as the pipe material except for color. Stripes printed or painted on the City of Portola High Density Polyethylene (HDPE) Pipe & Fittings 33 14 11-2
outside surface shall not be acceptable.

D. The nominal pipe diameter is specified on the Drawings. The DR (dimension ratio) and the pressure rating of the pipe shall be as noted on the Drawings.

E. HDPE may be deflected subject to approval by OWNER. The following table shows maximum deflection based upon the allowable strain of the pipe wall. Potential flow restrictions, surge and other non- trench stability and pipe strain issues may reduce the values shown here per OWNER’s recommendations. The bend radius multiplier determines the minimum radius of the pipe curvature and is calculated by multiplying the outside diameter of the pipe by the multiplier from the appropriate DR used. Bending radius allowed by the manufacturer can vary. Verify the multiplier with the manufacturer.

In no case shall the radius be less than 125% of the manufacturer’s permitted multiplier.

HDPE pipe Dimension Ra- Allowable deflection (percent) Bend Radius Multiplier tio (DR)

32.5 8.1 50

26.0 6.5 45

21.0 5.2 40

19.0 4.7 37.5

17.0 4.2 32.5

15.5 3.9 30

13.5 3.4 27.5

11.0 2.7 25

2.3 FITTINGS
A. Plain end butt fused fittings shall be used when joining polyethylene materials.

Mechanical (compression) fittings shall be used only when joining polyethylene materials to different piping materials and approved by the Engineer.

B. The fittings shall contain no recycled compound except for rework material generated in the manufacturer’s own plant that has the same cell classification as the material to which it is being added. The fittings shall be homogeneous throughout and free of visible cracks, holes, voids, foreign inclusions, or other defects that may affect the wall integrity.

C. Butt fusion fittings shall comply with ASTM D3261.

D. Mechanical (compression) fittings used with polyethylene pipe shall be specifically designed for, or tested and found to be acceptable for, use with polyethylene pipe.

PART 3 EXECUTION

3.1 PACKAGING, HANDLING, AND STORAGE
A. The manufacturer shall ensure that the interior of all pipe is clean and install plastic City of Portola High Density Polyethylene (HDPE) Pipe & Fittings 33 14 11-3
cleanliness plugs in all pipes to keep the pipe interiors clean. The manufacturer shall package the pipe in a manner designed to ensure that it arrives at the project neat, clean, intact, and without physical damage. The transportation carrier shall use appropriate methods and intermittent checks to assure that the pipe is properly supported, stacked, and restrained during transport such that the pipe is not nicked, gouged, or physically damaged.

B. Inspect pipe and appurtenances for defects prior to installation in the trench. Set aside defective, damaged or unsound material and hold material for inspection by the Engineer.

C. Pipe shall be stored on clean, level ground to prevent undue scratching or gouging. If the pipe must be stacked for storage, such stacking shall be done in accordance with the pipe manufacturer’s recommendations. The pipe shall be handled in such a manner that it is not pulled over sharp objects or cut by chokers or lifting equipment.

D. Sections of pipe having been discovered with cuts or gouges in excess of 10% of the pipe wall thickness shall be cut out and removed. The undamaged portions of the pipe shall be rejoined by butt fusing or the use of electrofusion fittings.

3.2 PIPE INSTALLATION
A. Refer to Section - Piping - General Provisions and referenced drawings that are part of these Contract Documents. Trenching and backfill shall be performed in accordance with Section – 02 30 00.

B. Remove all dirt and foreign matter from pipe before lowering into the trench. Do not place debris, hand tools, clothing or other materials in the pipe. Keep pipe clean during and after laying.

C. Maximum pipe bending radius shall be in conformance with the manufacturer’s recommendation for the specific diameter and dimension ratio (DR) of the pipe.

Whenever possible, changes in direction shall be accomplished by bending the pipe in lieu of installing a fitting, except as approved by OWNER.

D. Place tracer wire in accordance with Section – Tracer Wire. The wire shall be contiguous except at test stations, valve boxes, and where splicing is required. All splices shall be encased. Wire insulation shall be highly resistant to alkalis, acid and other destructive agents found in soil.

E. Prevent flotation of sealed pipe during work stoppages.

F. HDPE pipe will not be employed with directional drilling through rock and other abrasive conditions unless it is encased.

3.3 PIPE AND FITTING JOINING
City of Portola High Density Polyethylene (HDPE) Pipe & Fittings 33 14 11-4
A. Butt fusion procedures shall be in accordance with the manufacturer’s recommendations.

Surfaces must be clean and dry before joining. The fusion equipment operator shall be fully trained in the use of the respective equipment, and certified/qualified in accordance with the requirements of the manufacturer’s recommendations. The wall thicknesses of the adjoining pipes shall have the same DR at the point of fusion.

B. Butt fusion equipment shall be equipped with a Data Logger to record and document key parameters of each fusion process including heater temperature, fusion pressure, melt time, hold time, etc. Information from the Data Logger shall be collected and filed daily.

A record of each fused joint including a graph of the fusion cycle shall be submitted to OWNER.

C. The temperature of the heating tool surfaces shall be monitored daily with a temperature measuring device, such as, a thermometer or temperature indicating crayons, to assure the temperature measuring device on the equipment is in sound working condition and that the appropriate temperature range is maintained.

D. Each HDPE joint shall be traceable to the fusion operator and equipment. Also, the fusion joint number and fusion operator ID shall be stenciled on the pipe.

E. Mechanical (compression) joining of pipe and fittings is only permissible when joining polyethylene pipe to unlike materials. HDPE stiffeners shall be utilized with all mechanical (compression) fittings. Blocking must be provided at changes in direction for any mechanical fittings. Use of positive restrained joints fittings (non-friction type) is permissible when approved by OWNER.

3.4 INCLEMENT WEATHER
A. In inclement weather and especially in windy conditions, the fusion operation shall be shielded to avoid precipitation and excessive heat loss from wind chill.

B. Butt, saddle or socket, fusion is not recommended below -4°F without special provisions such as a portable shelter or trailer or other suitable protective measures with auxiliary heating. When making a butt fusion joint with the ambient temperature below 3°F, the pipe ends shall be pre-heated using a heating blanket or warm air device to elevate the pipe temperature to improve the heating cycle starting condition.

C. The heating tool shall also be stored in an insulated container to prevent excessive heat loss. Contractor shall remove all frost, snow or ice from the OD and ID of the pipe; all surfaces must be clean and dry prior to fusing.

D. The time required to obtain the proper melt may increase when fusing in cold weather.

Contractor shall maintain the specified heating tool surface temperature during the fusion process.

City of Portola High Density Polyethylene (HDPE) Pipe & Fittings 33 14 11-5
E. The proper cycle time for any particular condition shall be determined by making a melt pattern on a piece of scrap HDPE pipe using the recommended standard heating time. If the melt pattern is incomplete, the Contractor shall increase the heating time by three (3) second intervals until a complete melt pattern is established. Each time the procedure is repeated, a new piece of scrap pipe shall be used.

3.5 VISUAL INSPECTION
A. The Contractor shall perform visual examination of HDPE piping installations to satisfy that they conform to the applicable assembly and erection requirements including:
alignment, routing, elevation, cuts or gouges exceeding 10% of wall thickness, flanged joints, bolting torque, bolt length, gaskets, and supports (if applicable).

B. All fused joints shall be examined by in-process examination for cleanliness, joint preparation, alignment, plate temperature, melt, joining, holding pressure and time, bead size (uniformly rounded and consistent in size all around the joint), storage of joining materials, and appearance of the finished joint.

3.6 PRESSURE TESTING AND DISINFECTION
A. Pressure testing shall be conducted in accordance with the manufacturer’s recommended procedure or as recommended by the Engineer. Pressure testing shall use water as the test media. Pneumatic (air) testing is prohibited. Air must be completely removed before pressure testing. Under no circumstances shall HDPE pipe be pressure tested when the temperature of the pipe is above 80 °F.
** END OF SECTION **
City of Portola Ductile Iron Pipe and Fittings
33 14 12-1
SECTION 33 14 12

DUCTILE IRON PIPE AND FITTINGS
PART 1 GENERAL

1.1 COORDINATION OF WORK
A. Connection to existing pipelines may require shutdown of OWNER facilities. Closely coordinate construction work and connections with the Engineers and OWNER. OWNER may select the time for connection to existing pipelines, including Saturdays, Sundays, or holidays, which, in the opinion of the OWNER, will cause the least inconvenience to OWNER and/or its customers. Make such connections at such times as may be directed by OWNER, at the Contract prices, with no claim for premium time or additional costs.

1.2 RELATED WORK
A. Section 331401 Piping - General Provisions.

1.3 SUBMITTALS
A. Submit shop drawings and manufacturer's literature for all Contractor supplied materials promptly to OWNER for approval in accordance with Specification Section - Submittals.

PART 2 PRODUCTS

2.1 REDUCTION OF LEAD IN DRINKING WATER ACT COMPLIANCE
A. The Contractor shall comply with the requirements and standards of the Reduction of Lead in Drinking Water Act.

1. Not containing more than 0.2 percent lead when used with respect to solder and flux; and

2. Not more than a weighted average of 0.25 percent lead when used with respect to the wetted surfaces of pipes, pipe fittings, plumbing fittings, and fixtures.

City of Portola Ductile Iron Pipe and Fittings
33 14 12-2

2.2 PIPE MATERIAL
A. Ductile iron pipe shall be centrifugally cast, meeting the requirements of AWWA C151 as most recently adopted, with cement mortar lining and sealed in accordance with the latest revision of ANSI/AWWA C104/A21.4.

The pipe or fitting exterior shall be coated with a bituminous coating in accordance with AWWA Standard C151. The pipe or fitting interior shall be cement mortar lined and seal coated in compliance with the latest revision of AWWA Standard C104.

For wastewater systems, the pipe or fitting interior shall be lined with ceramic epoxy in accordance with ASTM Standards.

B. Quality
Pipe and fittings shall meet the following minimum quality requirements by conforming to the following:

1. AWWA C104 / ANSI A21.4 Cement-Mortar Lining for Ductile-Iron Pipe and Fittings

2. AWWA C105 / ANSI A21.5 Water Polyethylene Encasement for Ductile-Iron Pipe Systems

3. AWWA C110 / ANSI A21.10 Ductile Iron and Gray Iron Fittings, 3 NPS through 48 NPS for Water

4. AWWA C111 / ANSI A21.11 Rubber-GasketJointsfor Ductile-Iron Pressure Pipe and Fittings

5. AWWA C115 / ANSI A21.15 Flanged Ductile-Iron Pipe with Ductile-Iron or GrayIron Threaded Flanges

6. AWWA C116 / ANSI A21.16 Protective Fusion-Bonded Epoxy Coating for the Interior and Exterior Surfaces of Ductile-Iron and Gray-Iron Fittings for Water Supply Service

7. AWWA C150 / ANSI A21.50 Thickness Design of Ductile-Iron Pipe

8. AWWA C151 / ANSI A21.51 Ductile-Iron Pipe, Centrifugally Cast, for Water

9. AWWA C153 / ANSI A21.53 Ductile-Iron Compact Fittings, 3 NPS through 24 NPS and 54 NPS through 64 NPS, for Water Service
Ductile iron water pipe and fittings will be accepted on the basis of the Manufacturer’s certification that the material conforms to this specification. The certification for iron fittings shall list a fitting description, quantity, bare fitting weight and source, (AWWA Standard C110, C153 or Manufacturer, if fitting is not listed in either standard). The certification shall accompany the material delivered to the project site. OWNER reserves the right to sample and test this material subsequent to delivery at the project site. If foreign manufactured fittings are provided, then the Contractor is obligated to notify the Engineer with a submittal and provide the necessary documentation to satisfy the Engineer that the materials provided meet the specified AWWA standards and, among other documentation that may be required, provide certificates of compliance on the component supplied.

City of Portola Ductile Iron Pipe and Fittings
33 14 12-3
C. Pipe Class
The pressure class of pipe to be furnished shall be in accordance with Table 1 and the notes listed below.

Table 1
Minimum Rated Working Pressure for Ductile Iron Pipe
Manufactured in Accordance with AWWA Standard C151
Pipe Size
(inch) Pressure Class
6 350
8 350
12 350
16 300
20 300
24 250
NOTES:

1. Larger pipe sizes up to 54-inch can be installed as pressure Class 200 with cover up to 9 feet and an operating pressure of 200 psi, where approved by OWNER. When trench depths exceed 15 feet for pipe sizes of 16-inch or larger, the Engineer shall direct the Contractor on the proper class pipe to use.

2. The noted pressure class is adequate to support 3/4 and 1-inch corporation stops. Use a full saddle for larger taps (e.g., air relief valves or larger corporations) due to limited wall thickness.

3. There are special conditions where a larger wall thickness is required. The Engineer shall direct the Contractor on the proper pressure class pipe to use in specific instances; e.g. at treatment plant or booster station sites where frequent excavation can be anticipated in the vicinity of pipe, where the pipeline is laid on a river channel bottom to prevent external damage to the pipe and minimize the potential for costly pipe replacement, etc.

D. Testing
Perform a hydrostatic test of all pipe and appurtenances as required by AWWA Standard C151 and Section - Pressure and Leakage Tests.

E. Joints

1. Mechanical and Push-On
City of Portola Ductile Iron Pipe and Fittings
33 14 12-4
Mechanical and push-on joints including accessories shall conform to AWWA Standard C111.

2. Flanged
Flanged jointsshall conform to AWWA Standard C110 or ANSI B16.1 for fittings and AWWA Standard C115 for pipe. Do not use flanged joints in underground installations except within structures.

Furnish all flanged joints with 1/8-inch thick, red rubber or styrene butadiene rubber gaskets. The bolts shall have American Standard heavy unfinished hexagonal head and nut dimensions all as specified in American Standard for Wrench Head Bolts and Nuts and Wrench Openings (ANSI B18.2). For bolts of 1-3/4-inches in diameter and larger, bolt studs with a nut on each end are recommended. The high-strength, lowalloy steel for bolts and nuts shall have the characteristics listed in Table 6 of AWWA Standard C111.

Stainless steel nuts and bolts are required on piping within wastewater treatment plants and pump stations.

3. Restrained Joint Pipe
Restrained joints for pipes shall be of the boltless push-on type which provides joint restraint independent of the joint seal. Restrained push-on joints allowed for pipe only shall have accessories conforming to AWWA Standard C111. Restrained system shall be suitable for the following minimum working pressures:

Size
(Inch)
Pressure
(psi)
Less than 20 300
20 300
24 250
30-64 200

2.3 FITTINGS
A. Ductile Iron Fittings
Standard Ductile iron pipe fittings such as tees, angles, reducers, etc., shall conform to AWWA C-110. Pressure class as described below. Fittings shall be ductile iron with cement mortar lining. Rubber gasket joints for fittings shall conform to AWWA C111.

Compact ductile iron fittings shall meet the requirements of AWWA Standard C153.

1. Working Pressures
City of Portola Ductile Iron Pipe and Fittings
33 14 12-5
Fittings shall be suitable for the following working pressures unless otherwise noted in AWWA Standard C110 or C153:

Working Pressure
Size
(Inch)
Compact Fittings Standard Fittings
Ductile Iron (psi)
3-24 300 250, 300 (with special gaskets)
30-48 200 250
54-64 150 N/A

2. Coating and Lining
The fittings shall be coated on the outside with a petroleum asphaltic coating in accordance with AWWA Standard C110 or fusion-bonded epoxy in accordance with AWWA Standard C116 and lined inside with cement-mortar and seal coated in accordance with AWWA Standard C104 or fusion-bonded epoxy in accordance with AWWA Standard C116.

B. Joints

2. Flanged
Flanged jointsshall meet the requirements of AWWA Standard C115 or ANSI B16.1.

Bolts and nuts hall be threaded in accordance with ASME/ANSI B1.1, Unified Inch Screw Threads (UN and UNR Thread Form) class 2A external and class 2B internal.

City of Portola Ductile Iron Pipe and Fittings
33 14 12-6
Stainless Steel nuts and bolts are required on piping within wastewater treatment plants and pump stations..

Size
(Inch)
Pressure
(psi)
Less than 20 300
20 300
24 250
30-64 250
Where adjacent fittings are to be placed (as in a mechanical joint hydrant tee and a mechanical joint hydrant valve), the use of a suitably sized Foster adaptor is permitted to facilitate restraint between the fittings.

PART 3

3.1 INSTALLATION
Follow the provisions of Section - Piping - General Provisions in addition to the following requirements:

A. Push-On Joints
Clean the surfaces that the gasket will contact thoroughly, just prior to assembly using a bacteria free solution (bleach, potable water or NSF approved material). Insert the gasket into the groove in the bell. Apply a liberal coating of special lubricant to the gasket and the spigot end of the pipe before assembling the joint. Center the spigot end in the bell and push home the spigot end.

B. Mechanical Joints
Clean and lubricate all components with soapy water prior to assembly. Slip the follower City of Portola Ductile Iron Pipe and Fittings
33 14 12-7
gland and gasket over the pipe plain end making sure that the small side of the gasket and lip of the gland face the bell socket. Insert the plain end into socket. Push gasket into position with fingers. Seat gasket evenly. Slide gland into position, insert bolts, and tighten nuts by hand. Tighten bolts alternately (across from one another) to the recommended manufacturing rating or if not provided, to the following normal torques:

Bolt Size Range of Torque
In Foot Pounds
5/8 40-60
3/4 60-90
1 70-100
1-1/4 90-120
After field installation, all bolts shall receive petrolatum tape or petroleum wax protection or other approved coating material. Protection shall be applied before applying polywrap per Section - Polyethylene Wrap, if required.

C. Restrained Joint

1. Ball and Socket
Assemble and install the ball and socket joint according to the manufacturer's recommendations. Thoroughly clean and lubricate the joint. Check the retainer ring fastener.

2. Push-On
Assemble and install the push-on joint according to the manufacturer's recommendations. Thoroughly clean and lubricate the joint. Check the retainer ring fastener.

Protect pipe from damage from the jacking device (backhoe bucket, pipe jack, etc.) when “pushing home” any pipe by using wood or other suitable (non metallic) material.

3. Mechanical Joint
Assemble and install the mechanical joint according to the manufacturer's recommendations. Thoroughly clean and lubricate the joint. Use approved restrained joint device on fittings and valves where required and approved for use by the Engineer.

D. Pipe Protection
City of Portola Ductile Iron Pipe and Fittings
33 14 12-8
Protect pipe from damage from the jacking device (backhoe bucket, pipe jack, etc.) when “pushing home” any pipe. Wood or other suitable material (non metallic) shall be used to push home the pipe.

E. Gaskets
Gaskets shall be as provided or recommended by the manufacturer and satisfy AWWA Standard C111 in all respects with the exception of requirements noted in Part 2. ** END OF SECTION **
City of Portola Gate Valves
33 14 19.10-1
SECTION 33 14 19.10

GATE VALVES
PART 1 GENERAL

1.1 SCOPE OF WORK
A. Furnish, install and test all gate valves shown on the Drawings.

1.2 SUBMITTALS
A. Submit shop drawings and manufacturer's literature to the Engineer for approval in accordance with Section 013300.

1.3 APPLICATION
A. All valves shall be resilient-seated type gate valves.

PART 2 PRODUCTS

2.1 REDUCTION OF LEAD IN DRINKING WATER ACT COMPLIANCE
A. The Contractor shall comply with the requirements and standards of the Reduction of Lead in Drinking Water Act.

1. Not containing more than 0.2 percent lead when used with respect to solder and flux;

2. Not more than a weighted average of 0.25 percent lead when used with respect to the wetted surfaces of pipes, pipe fittings, plumbing fittings, and fixtures.

2.2 GATE VALVES
A. All gate valves, shall be iron body, resilient-seated, nut-operated, non-rising stem gate valves suitable for buried service. The valve interior and exterior shall be epoxy coated at the factory by the valve manufacturer in accordance with AWWA Standard C550 (6-8 mil City of Portola Gate Valves
33 14 19.10-2
average, 4 mil minimum). The valves shall be designed for minimum differential pressure of 250 psi and a minimum internal test pressure of 500 psi unless otherwise noted on the Drawings. Valves shall be designed to operate in the vertical position. All valves shall open left (CCW).

Valves shall comply fully with AWWA Standard C509 or C515. Valve ends shall be restrained mechanical joint or flanged as shown on the plans or approved in writing in accordance with AWWA Standard C111. Stems shall be made of a low zinc alloy in accordance with AWWA C509 or C515. Stem seals shall be double O-ring stem seals. Square operating nuts conforming to AWWA Standard C509/C515 shall be used. All valve materials in contact with potable water shall meet the requirements of NSF 61.

B. The valves shall be designed for a minimum differential pressure of 250 psi and a minimum internal shell pressure of 500 psi, unless otherwise noted on the Drawings.

Make all valves tight under their working pressures after they have been placed and before the main is placed in operation. Defective parts shall be replaced at the Contractor's expense.

PART 3 EXECUTION

3.1 INSTALLATION
A. Install the valves in strict accordance with the requirements contained in Section 331401 and detail Drawings. All valves shall be restrained.
** END OF SECTION **

JOLENA ASTIN
M

ATCH
LIN
E (U-2)
05-01-20
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTE:

UTILITY PLANS
SCALE: 1" = 50' U-3
M

ATCH
LIN
E (U-3)
PH-5
PH-6
PH-7
PH-8
PH-9
PH-10

SIZE/MATERIAL
12" CONCRETE

POSITIVE LOCATION INFORMATION

DEPTH METHOD
30' Lt, Sta 1521+20 60"
36' Lt, Sta 1521+40
Approx Loc "A" LINE
8' SW OF STORM DRAIN GRATE
Lt OF "A" LINE; 28" NW OF CROSSWALK,

BOX TO EXPOSE WATER VALVE

VACUUMED OUT WATER VALVE

POTHOLE

VACUUMED OUT WV BOX
No. LOCATION
PH-5
PH-6
36' Lt, Sta 1525+00 24" 6" STEEL
31' Rt, Sta 1521+18
20" SW FROM SIGN "35 MPH"
Lt OF "A" LINE; 30" NW OF WHITE FOG LINE,

BOX TO EXPOSE WATER VALVE

VACUUMED OUT WATER VALVE

POTHOLE

VACUUMED OUT WV BOX
PH-7
PH-8
31' Rt, Sta 1521+39 60" 12" CONCRETE
31' Rt, Sta 1525+00
8' SW OF STORM DRAIN GRATE
Lt OF "A" LINE; 28" NW OF CROSSWALK,

BOX TO EXPOSE WATER VALVE

VACUUMED OUT WATER VALVE

POTHOLE

VACUUMED OUT WV BOX
PH-9
PH-10
PH-7A
PH-7A
22" NW OF EDGE OF CURB
Lt OF "A" LINE; 30' SW OF SD MANHOLE,
36' Lt, Sta 1528+25
AT 60"

CLEARED

DRY HOLE POTHOLE

SEE UTILITY DETAILS
LOCATION #1

BEGIN RELOCATE WATER LINE
+39.4

SEE UTILITY DETAILS
LOCATION #1

END RELOCATE WATER LINE
+24.4
7 8 9 1520 1 2 3
ROUTE 70 4 1525 6 7 8 9 1530
"A1" LINE

R/W R/W

R/W R/W
3811.33'
N66°11'33"E
PM 76.00
7 8 9 1520 1 2 3
ROUTE 70 4 1525 6 7 8 9 1530
"A1" LINE

R/W R/W

R/W R/W
3811.33'
N66°11'33"E
Var
Var
24'
12'
8'
Var
L68-9 L68-10
L68-14
L68-13
L68-11
L68-23
L68-12 L68-24

NEW SIDEWALK
PM 76.00
24' 24'
36' 36'
HANSEN
BUSTER
C79597
9-30-22
02 Plu 70 58.2/R78.4
Month day, 2022
ROBERT J. NIXON
D
E
S
IG
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x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>
14:18
22-SEP-2022

CHECKED BY

REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s134830
DGN FILE => 0216000024ka003.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3

UNIT PROJECT NUMBER & PHASE
DESIGNED BYCALCULATEDBORDER LAST REVISED 8/27/2019
SIG
BETH A.ELMORE
M

ATCH
LIN
E (U-3)
08-03-22
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTE:

UTILITY PLANS
SCALE: 1" = 50' U-4
PH-11
PH-13
PH-12
PH-14

SIZE/MATERIAL

POSITIVE LOCATION INFORMATION

DEPTH METHOD
16' Lt, Sta 1522+10
22' Lt, Sta 1540+92
Approx Loc "A" LINE

BOX TO EXPOSE WATER VALVE

VACUUMED OUT WATER VALVE
ROAD. 70" SW OF STORM DRAIN MANHOLE
Lt OF "A" LINE; 8' NW OF EDGE OF

VACUUMED OUT WV BOX

POTHOLE
No. LOCATION
PH-11
PH-12
22' Rt, Sta 1522+12

BOX TO EXPOSE WATER VALVE

VACUUMED OUT WATER VALVE
PH-13 VACUUMED OUT WV BOX
PH-14

BOX TO EXPOSE WATER VALVE

VACUUMED OUT WATER VALVE
20' Rt, Sta 1540+94 VACUUMED OUT WV BOX
PIPE *
18" CORRUGATED
*ACCORDING TO THE WATER DEPARTMENT THE WATER LINE IS INSIDE THE CORRUGATED PIPE.

SEE UTILITY DETAILS
LOCATION #2

BEGIN RELOCATE WATER LINE
+02.2

SEE UTILITY DETAILS
LOCATION #2

END RELOCATE WATER LINE
+94.5
1 2 3 4 1535 6 7 8 9 1540 1 2 3 4
"A1" 1544+27.46 BC
ROUTE 70
"A1" LINE
R/W
R/W
3811.33'
N66°11'33"E
PM 76.50
R/W
R/W
1 2 3 4 1535 6 7 8 9 1540 1 2 3 4
"A1" 1544+27.46 BC
ROUTE 70
"A1" LINE

R/W R/W

R/W R/W
3811.33'
N66°11'33"E
12'
24'
Var
Var
12'
12'
8'
8'
PM 76.50
Dwy 101
Dwy 102
Dwy 103
Dwy 104 Dwy 105
Dwy 106
HANSEN
BUSTER
C79597
9-30-22
02 Plu 70 58.2/R78.4
Month day, 2022
ROBERT J. NIXON
D
E
S
IG
N
0315 02160000241
\\ct\cadd\District02\proj3\02\1h580\design\Plans\510_Plan Sheets\0216000024ka004.dgn SIGD
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>
14:20
22-SEP-2022

CHECKED BY

REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s134830
DGN FILE => 0216000024ka004.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3

UNIT PROJECT NUMBER & PHASE
DESIGNED BYCALCULATEDBORDER LAST REVISED 8/27/2019
SIG
BETH A.ELMORE
08-03-2

UTILITY DETAILS
2 NO SCALE
UD-1
NOTES:

RECONNECT ANY EXISTING LATERIALS ENCOUNTERED.

DIMENSIONS MAY VARY WHEN CONNECTING TO EXISTING FACILITIES.

2. 1.

VARIES LENGTH OF NEW PIPE VARIES

VARIES VARIES

WATER LINE RELOCATION DETAIL

WATER LINE

PROPOSED
2' 2'

EXISTING

CONFORM TO

EXISTING

CONFORM TO

IN CONFLICT

WATER PIPE

WATER LINE RELOCATIONS
No.

LOCATION

STATION
BEGIN
OFFSET
BEGIN
1 1521+39.4 36.0' LT
2 1539+02.2 20.0' LT

NEW PIPE

LENGTH OF
500'
250'
PIPE

TYPE OF
6" PVC
6" PVC

STATION
END
OFFSET
END
1521+24.4 36.0' LT
1540+94.3 27.6' RT
OG FG
VARIES

WATER LINE

EXISTING
42" MIN
COVER

EXISTING
24"
18"
HANSEN
BUSTER
C79597
9-30-22
02 Plu 70 58.2/R78.4
Month day, 2022
ROBERT J. NIXON
D
E
S
IG
N
0315 02160000241
\\ct\cadd\District02\proj3\02\1h580\design\Plans\510_Plan Sheets\0216000024kc001.dgn SIGD
x
x
x
x
x
Dist COUNTY ROUTE

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>
14:19
22-SEP-2022

CHECKED BY

REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s134830
DGN FILE => 0216000024kc001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3

UNIT PROJECT NUMBER & PHASE
DESIGNED BYCALCULATEDBORDER LAST REVISED 8/27/2019
SIG
STATE OF CALIFORNIA  DEPARTMENT OF TRANSPORTATION EXHIBIT NOTICE TO OWNER TRANSMITTAL LETTER 13-EX-13 (REV 05/2022)

Page 1 of 2 ends

Date 10/6/22
Utility Number 3197
Post Mile 58.2/R78.4
Project ID No. 0216000024
EA 1H580
Subject to Buy America Yes X No
Attn: Todd Roberts, Public Works Director
City of Portola
35 Third Ave.

Portola, CA 96122
The enclosed Notice to Owner No. 3197 dated 10/05/2022 covers the relocation of your facilities in order to accommodate the State’s conventional highway construction project on State Route 70. The State’s proposed construction will include [Roadway Rehabilitation] In Plumas County at and near Cromberg from Gill Ranch Road to 0.2 mile west of Big Grizzly Creek Bridge.

The requirements of this Notice to Owner are based on States Plan, which have been previously discussed with you. The parties agree that this Notice to Owner sets forth the terms, covenants and conditions that are mutually agreed upon by the parties, and that this Notice to Owner constitutes the written agreement required by 23 CFR 645.113 (“Written Agreement”). Any deviations to agreed-upon plans, must be approved in writing.

Also enclosed is a Utility Agreement covering the work to be done at Owner’s expense. If the Agreement is satisfactory, please date and have the original signed by the proper officials and return two to this office for execution. Keep a copy for your file. A jointly executed Agreement will be returned to you.

This project is currently scheduled for construction in the Spring of 2023 Incorporated by Reference:

The following documents are incorporated by this reference into the Written Agreement, Plans, and NTO.

If you have any questions, please contact me via phone at (530) 759-3562 or via email at [email protected]. Your cooperation is appreciated.

Sincerely,
District 2 Utility Coordinator
Right of Way Utilities
Enclosures
STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

NOTICE TO OWNER
RW 13-04 (REV 04/2021)
ADA Notice For individuals with sensory disabilities, this document is available in alternate formats. For alternate format information, contact the Forms Management Unit at (279) 234-2284, TTY 711, or write to Records and Forms Management, 1120 N Street, MS-89, Sacramento, CA 95814.

Page 1 of 2 ends

NOTICE TO OWNER
Number 3797
District
02 County
PLU
Route
070
Post Mile

58.2/78.4
Project ID
0216*24
EA
1H580

FEDERAL AID NUMBER
N/A

OWNER'S FILE NUMBER
N/A
DATE
10/06/2022

FREEWAY
YES NO
To:

Attn: Todd Roberts, Public Works Director
City of Portola
35 Third Ave.

Portola, CA 96122
Because of the State Highway construction project:

In Plumas County at and near Cromberg from Gill Ranch Road to 0.2 mile west of Big Grizzly Creek Bridge. (3R Roadway Rehabilitation) Which affects your facilities:

Water
You are hereby ordered to:

Relocate water lines as shown on the attached Waterline Relocation Plan prepared by STATE to accomodate STATE's Roadway Rehabilitation Project.

Your work schedule shall be as follows:

State's contractor will relocate City of Portola water facilities during construction.

Liability for the cost of the work is:
100% Owner liability as facilities are in their present location pursuant to a State Encroachment Permit.

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

Page 2 of 2 ends

Notify Sergio Mendoza at telephone number (530) 945-2437, 24 hours prior to initial start of work, and 48 hours prior to subsequent restart when your work schedule is interrupted. DISTRICT DIRECTOR

DISTRICT DIVISION CHIEF
By

DISTRICT UTILITY COORDINATOR
CC: Resident Engineer
Permits
R/W
THIS NOTICE DOES NOT CONSTITUTE A PERMIT. OBTAIN AN ENCROACHMENT PERMIT BEFORE STARTING WORK.

The Parties agree that this Notice to Owner will set forth the terms, covenants, and conditions that are mutually agreed upon by the parties, and that the Notice to Owner shall constitute the written agreement required by 23 CFR 645.113 ("Written Agreement").

Owner must submit all reimbursement and other payment claims arising from this Notice to Owner to Caltrans within 365 calendar days of the completion of the relocation (the "Claim Period"), and Owner waives, releases, and forfeits all right to reimbursement and any other payment for any claims that are submitted after the Claim Period.

Bryan Reynolds Digitally signed by Bryan Reynolds Date: 2022.10.06 15:00:29 -07'00' STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

INSTRUCTIONS

Page 1 of 2 ends

INSTRUCTIONS FOR PREPARING

NOTICE TO OWNER AND REVISED NOTICE TO OWNER

1. THE NOTICE TO OWNER NUMBER
The "Number 3797" is to be assigned by the District Utility Coordinator. The number assigned must never be duplicated on another Notice to Owner. The number assigned to Notices are for the same purpose as for acquisition parcel numbers, that is to identify the specific transaction.

2. REFERENCE BLOCK
A. The "District" for which the project is being built.

B. The "County" in which the project is being built.

C. The "Route" on which the project is being built.

D. The "Post Mile" limits of the project.

E. The "Project ID" (ten digit number).

F. The "E.A." (expenditure authorization) of the project (use design phase E.A. of the project).

G. The "Federal Aid Number," taken from the E-76, for the Right of Way Utilities portion of the project. If there is no Federal Aid, then N/A should be inserted.

H. The "Owner's File Number" should be shown (use owner's plan number) if available.

I. The "Date" is the date the Notice to Owner is to be sent to the owner.

J. Check the box which indicates if the project is for the construction of a freeway as identified in S&HC Section 253.

3. MAILING ADDRESS
The "To" is the utility owner, i.e., Pacific Gas and Electric Company (PG&E), AT&T, City of, County of, etc. The Notice should not be addressed to an individual.

4. PROJECT DESCRIPTION
Insert project description following the statement "Because of the State Highway construction project." The project description can be found in the "Status Of Projects." The project description can also be found on the Department's automated systems, PMCS, and PYPSCAN.

Since the project description frequently contains Departmental "shorthand" and acronyms, editing will be needed to make the description clear to the general public.

5. UTILITY FACILITIES DESCRIPTION
Describe the facilities being impacted following the statement, "Which affects your facilities." The description should briefly describe the owner's facilities, i.e., gas, electric, telephone, water, etc., facility. The description should also include the type and size of the facility. It is always best to have a statement which is all inclusive, i.e., "existing water facilities within the limits of the State's proposed construction project."

6. ORDERED WORK DESCRIPTION
Describe ordered work to be done following the statement, "You are hereby ordered to." The description should briefly describe the work necessary to eliminate construction conflicts with the project that the owner is ordered by the State to be done. The described work must be definite as in referring to the date of a specific plan that was accepted by the Project Engineer to eliminate identified conflicts with planned construction. General phraseology such as "to eliminate all conflicts with planned construction" is not acceptable as it does not identify the specific work to be done for which the State may be obligated to reimburse the owner.

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

INSTRUCTIONS

Page 2 of 2 ends

7. WORK SCHEDULE
Describe the work schedule to be followed by the owner following the statement, "Your work schedule shall be as follows." The description must give specific dates as to when the owner's work must be completed. When the work is to be accomplished in coordination with the State's highway construction, the schedule must set forth the coordination schedule, as provided for in the "Specials" of the State's PG&E.

Separate schedules are to be given to each owner which prescribes the agreed-to coordinated sequence for multiple owner facilities being relocated to joint pole or joint trench situations. When necessary, the work schedule may be shown as an attachment to the Notice to Owner.

8. NOTIFICATION
The Notice to Owner shall specify the name of an individual and telephone number to be notified when the owner plans to start work. The person can be the Utility Coordinator, or any person designated by the Utility Coordinator. Normally, the State requires 72 hours notification from the owner prior to initial start of work and 24 hours notification for subsequent starts when their work has been interrupted.

9. LIABILITY DESCRIPTION
The liability description is a completion of the sentence, "Liability for the cost of the work is." The description shall specifically set forth whether the State or the owner will bear the cost of the work and the reason therefore. Typical statements to be used are found in Section

13.07.03.02, Liability For Work.

Under limited circumstances where it is imperative that the relocation work be commenced before a specific liability determination can be made, the Notice to Owner may be issued with the statement, "liability undetermined" or "liability per Master Contract dated " provided the criteria noted in Section 13.04.08.00, et seq., can be met. Prior approval for this is required from the owner and Headquarters R/W.

10. SIGNATURE BLOCK
The signature block is to be filled out and signed by the appropriately authorized person.

THE REVISED NOTICE TO OWNER will additionally require the REVISION number, the DATE of the revision, and must be acknowledged by the owner on the signature line provided.

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

UTILITY AGREEMENT
RW 13-05 (REV 05/2022)

Page 1 of 4 ends

ADA Notice For individuals with sensory disabilities, this document is available in alternate formats. For alternate format information, contact the Forms Management Unit at (279) 234-2284, TTY 711, or write to Records and Forms Management, 1120 N Street, MS-89, Sacramento, CA 95814.

DISTRICT
02 COUNTY
PLU
ROUTE
070

POST MILE

58.2/R78.4

PROJECT ID
0216000024

FEDERAL AID NUMBER
N/A

OWNER'S FILE NUMBER
N/A

FEDERAL PARTICIPATION/FEDERALLY ELIGIBLE/NEPA DOCUMENT
On the Project Yes No On the Utilities Yes No
Owner Payee Data No. N/A or Form STD 204 is attached.

UTILITY AGREEMENT NO. 3197 DATE
The State of California, acting by and through the Department of Transportation, hereinafter called "STATE," proposes to Construct a 3R Roadway Rehabilitation Project in Plumas County at and near Cromberg from Gill Ranch Road to 0.2 mile west of Big Grizzly Creek Bridge.
and
NAME City of Portola
ADDRESS 35 Third Ave., Portola, CA 96122
hereinafter called "OWNER," owns and maintains
Water facilities
within the limits of STATE's project which requires
relocation
to accommodate STATE's project.

It is hereby mutually agreed that:

I. WORK TO BE DONE
In accordance with Notice to Owner No. 3197 dated 10/6/2022, STATE shall relocate OWNER’s water facilities as shown on STATE’s contract plans for the improvement of State Route 70, EA 1H580 which by this reference are made a part hereof. OWNER hereby acknowledges review of STATE’s plans for work and agrees to the construction in the manner proposed. Deviations from the plan described above initiated by either the STATE or the OWNER, shall be agreed upon by both parties hereto under a Revised Notice to Owner. Such Revised Notices to Owner, approved by the STATE and agreed to/acknowledged by the OWNER, will constitute an approved revision of the plan described above and are hereby made a part hereof. No work under said deviation shall commence prior to written execution by the OWNER of the Revised Notice to Owner. Changes in the scope of the work will require an amendment to this Agreement in addition to the revised Notice to Owner. OWNER shall have the right to inspect the work during construction. Upon completion of the work by STATE, OWNER agrees to accept ownership and maintenance of the constructed facilities and relinquishes to STATE ownership of the replaced facilities, except in the case of liability determined pursuant to Water Code 7034 or 7035.

II. LIABILITY FOR WORK
The existing facilities are located within the STATE’s right of way under permit and will be relocated at OWNER’s expense under the provisions of Section (673) (680) of the Streets and Highways Code.

III. PERFORMANCE OF WORK
OWNER shall have access to all phases of the relocation work to be performed by STATE, as described in Section I above, for the purpose of inspection to ensure that the work is in accordance with the specifications contained in the Highway Construction Contract; however, all questions regarding the work being performed will be directed to STATE’s Resident Engineer for their evaluation and final disposition.

Use of personnel requiring lodging and meal ‘per diem’ expenses shall not exceed the per diem expense amounts allowed under the California Department of Human Resources travel expense guidelines. Accounting Form FA-1301 is to be completed and submitted for all non-State personnel travel per diem. Owner shall also include an explanation why local employee or contract labor is not considered adequate for the relocation work proposed.

IV. PAYMENT FOR WORK
The OWNER shall pay its share of the actual cost of said work included in the STATE’s highway construction contract within 45 days after receipt of STATE’s bill, compiled on the basis of the actual bid price of said contract. The estimated cost to OWNER for the work being performed by the STATE’s highway contractor is $120,000.00.

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

UTILITY AGREEMENT
RW 13-05 (REV 05/2022)
UTILITY AGREEMENT NO.
3197

Page 2 of 4 ends

In the event actual final relocation costs as established herein are less than the sum of money advanced by OWNER to STATE, STATE hereby agrees to refund to OWNER the difference between said actual cost and the sum of money so advanced. In the event that the actual cost of relocation exceeds the amount of money advanced to STATE, in accordance with the provisions of this Agreement, OWNER hereby agrees to reimburse STATE said deficient costs upon receipt of an itemized bill as set forth herein.

Not more frequently than once a month, but at least quarterly, OWNER will prepare and submit detailed itemized progress bills for costs incurred not to exceed OWNER’s recorded costs as of the billing date less estimated credits applicable to completed work. Payment of progress bills not to exceed the amount of this Agreement may be made under the terms of this Agreement. Payment of progress bills which exceed the amount of this Agreement may be made after receipt and approval by STATE of documentation supporting the cost increase and after an Amendment to this Agreement has been executed by the parties to this Agreement.

The OWNER shall submit a final bill to the STATE within 360 days after the completion of the work described in Section I above. If the STATE has not received a final bill within 360 days after notification of completion of OWNER’s work described in Section I of this Agreement, and STATE has delivered to OWNER fully executed Director’s Deeds, Consents to Common Use or Joint Use Agreements for OWNER’s facilities (if required), STATE will provide written notification to OWNER of its intent to close its file within 30 days. OWNER hereby acknowledges, to the extent allowed by law, that all remaining costs will be deemed to have been abandoned. If the STATE processes a final bill for payment more than 360 days after notification of completion of OWNER’s work, payment of the late bill may be subject to allocation and/or approval by the California Transportation Commission.

The final billing shall be in the form of a detailed itemized statement of the total costs charged to the project, less the credits provided for in this Agreement, and less any amounts covered by progress billings. However, the STATE shall not pay final bills which exceed the estimated cost of this Agreement without documentation of the reason for the increase of said cost from the OWNER and approval of documentation by STATE. Except, if the final bill exceeds the OWNER’s estimated costs solely as the result of a revised Notice to Owner as provided for in Section I, a copy of said revised Notice to Owner shall suffice as documentation. In either case, payment of the amount over the estimated cost of this Agreement may be subject to allocation and/or approval by the California Transportation Commission.

In any event if the final bill exceeds 125% of the estimated cost of this Agreement, an Amended Agreement shall be executed by the parties to this Agreement prior to the payment of the OWNER’S final bill. Any and all increases in costs that are the direct result of deviations from the work described in Section I of this Agreement shall have the prior concurrence of STATE.

Detailed records from which the billing is compiled shall be retained by the OWNER for a period of three years from the date of the final payment and will be available for audit by State and/or Federal auditors. In performing work under this Agreement, OWNER agrees to comply with the Uniform System of Accounts for Public Utilities found at 18 CFR, Parts 101, 201, et al., to the extent they are applicable to OWNER doing work on the project that is the subject of this agreement, the contract cost principles and procedures as set forth in 48 CFR, Chapter 1, Subpart E, Part 31, et seq., 23 CFR, Chapter 1, Part 645 and 2 CFR, Part 200, et al. If a subsequent State and/or Federal audit determines payments to be unallowable, OWNER agrees to reimburse AGENCY upon receipt of AGENCY billing. If OWNER is subject to repayment due to failure by State/Local Public Agency (LPA) to comply with applicable laws, regulations, and ordinances, then State/LPA will ensure that OWNER is compensated for actual cost in performing work under this agreement.

V. GENERAL CONDITIONS
OWNER shall submit a Notice of Completion to the STATE within 30 days of the completion of the work described herein.

It is understood that said highway is a Federal aid highway and accordingly, 23 CFR, Chapter 1, Part 645 is hereby incorporated into this Agreement.

It is understood that said highway is a Federal aid highway and accordingly, 23 CFR, Chapter 1, Part 645 is hereby incorporated into this Agreement by reference; provided, however, that the provisions of any agreements entered into between the STATE and the OWNER pursuant to State law for apportioning the obligations and costs to be borne by each, or the use of accounting procedures prescribed by the applicable Federal or State regulatory body and approved by the Federal Highway Administration, shall govern in lieu of the requirements of said 23 CFR 645.”
“In addition, the provisions of 23 CFR 635.410, Buy America, are also incorporated into this agreement. The Buy America requirements are further specified in Moving Ahead for Progress in the 21st Century (MAP-21), section 1518; 23 CFR 635.410 requires that all manufacturing processes have occurred in the United States for steel and iron products (including the application of coatings) installed on a project receiving funding from the FHWA.

If, in connection with OWNER’s performance of the Work hereunder, STATE provides to OWNER any materials that are subject to the Buy America Rule, STATE acknowledges and agrees that STATE shall be solely responsible for satisfying any and all requirements relative to the Buy America Rule concerning the materials thus provided (including, but not limited to, ensuring and certifying that said materials comply with the requirements of the Buy America Rule).

STATE further acknowledges that OWNER, in complying with the Buy America Rule, is expressly relying upon the instructions and guidance (collectively, “Guidance”) issued by Caltrans and its representatives concerning the Buy America Rule requirements for utility relocations within the State of California. Notwithstanding any provision herein to the contrary, OWNER shall not be deemed in breach of this Agreement for any violations of the Buy America Rule if OWNER’s actions are in compliance with the Guidance.

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

UTILITY AGREEMENT
RW 13-05 (REV 05/2022)
UTILITY AGREEMENT NO.
3197

Page 3 of 4 ends

This Agreement and all exhibits and attachments hereto constitute the entire Agreement between the parties and supersedes all previous oral and written communications, including specifically, and without limitation, the provisions of any bid, quote, proposal or request therefore unless and only to the extent such provision is expressly contained herein. No amendment shall be effective unless in writing, specifically referencing this Agreement, and signed by all parties.

IN WITNESS WHEREOF, the above parties have executed this Agreement the day and year above written.

STATE:

By
Name
Title
Date
OWNER:

By
Name
Title
Date
APPROVAL RECOMMENDED:

By
Name
Title
Date
By
Name
Title
Date

THIS AGREEMENT SHALL NOT BE EXECUTED BY THE STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION UNTIL FUNDS ARE CERTIFIED.

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

UTILITY AGREEMENT
RW 13-05 (REV 05/2022)
UTILITY AGREEMENT NO.
3197

Page 4 of 4 ends

DOCUMENT
EVENT

TYPE DEPT UNIT PROJECT

ID PHASE REPORTING OBJ CODE (N) BFY AMOUNT
C401 2660 9
C401 2660 9
C401 2660 9
PROJECT ID FUNDING VERIFIED:

Sign:

Print:

R/W Planning and Management Date
REVIEW / REQUEST FUNDING:

Sign:

Print:

Utility Coordinator Date
THE ESTIMATED COST TO THE OWNER FOR ITS SHARE OF THE ABOVE-DESCRIBED WORK IS $120,000.00

CERTIFICATION OF FUNDS
I hereby certify upon my own personal knowledge that
budgeted funds are available for the period and purpose of the expenditure shown here.

Title: Date

ITEM CHAP STAT FY AMOUNT
$120,000.00

FUND TYPE PROJECT ID AMOUNT
Design Funds $
Construction Funds $ 120,000.00
R/W Funds $
Distribution: 2 originals to R/W Accounting
1 original to Utility Owner
1 original to Utility File
Chris Schaller
Name:

STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

UTILITY AGREEMENT
RW 13-05 (REV 05/2022)

Page 1 of 2 ends

INSTRUCTIONS FOR PREPARING THE

UTILITY AGREEMENT
:

1. is the same number assigned to the corresponding Notice to Owner, except the State Controller requires that the Utility Agreement number be preceded by the two-digit District number, a dash, the prefix "UT," and another dash, e.g.,
UTILITY AGREEMENT NO. 01-UT-12345
The number assigned must never be duplicated on another Utility Agreement.

2. THE DATE:

The DATE is hand written in by the utility coordinator after the Agreement is executed. This date is the same date as the last signature of the person who has the authority to bind the agreement.

3. THE REFERENCE BLOCK:

A. The "District" for which the project is being built; B. The "County" in which the project is being built;
C. The "Route" on which the project is being built;
D. The "Post Mile" will be the post mile limits of the project; E. The "Project ID" of the project;
F. The "Federal Aid Number," taken from the E-76, for the Right of Way Utilities portion of the project. If there is no Federal Aid, then N/A should be inserted;
G. The "Owner's File" number should be shown (usually the owner's plan number); H. "Federal Participation" - Check "Yes" or "No";
I. "Owner Payee Data Number" - Add existing number or add form STD 204 and check the box.

4. THE OPENING PARAGRAPH:

A. Describes briefly the work to be done and the proposed project's limits; B. Identifies the owner. This area requires both the name and the address of owner; C. Identifies which of the owner's facilities are affected by the Utility Agreement; and D. Indicates what must be done to the owner's facilities to accommodate the State's project.

5. STANDARD CLAUSES:

See Section 13.07.00.00 of the Right of Way Manual.

Several standard clauses are made mandatory in Sections III and IV.

6. THE ESTIMATED COST:

The estimated cost to the State for its share of the work (on the back page) is normally taken from the owner's estimate as supplied by them.

Occasionally, the State performs work for the owner, even though the owner is liable for the costs. The estimated cost to the State can be reworded to the estimated cost to the Owner when necessary.

There are basically only three Project IDs that can be charged to on Utility Agreements. They are:

THE UTILITY AGREEMENT NO. 3197
The UTILITY AGREEMENT NO. 3197
STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION

UTILITY AGREEMENT
RW 13-05 (REV 05/2022)

Page 2 of 2 ends

7. FUND TYPE BLOCK:

A. Design Funds Project ID
The design funds Project ID (Phase 1) is used primarily for design purposes. Phase 1 funds are paid for by Project Development.

B. Construction Funds Project ID
The construction funds Project ID (Phase 4 or 5) is used primarily for work being performed by the State's highway contractor and paid by Construction.

C. R/W Funds Project ID
The Right of Way capital funds Project ID (Phase 9) is used primarily for positive location (potholing), relocation, removal, abandonment, etc., of the owner's facilities for work performed by them or their contractor. Environmental clearance and project report approval shall be obtained prior to encumbering any Phase 9 funds.

8. THE SIGNATURE BLOCK:

The signature block is to be filled out and signed by the appropriate authorized and/or delegated persons. It is the District Utility Coordinator's responsibility to know what duties have been delegated.

9. THE CERTIFICATION OF FUNDS BLOCK:

Planning & Management fills out the certification of funds block, certifying that funds are available for expenditure.

10. NONSTANDARD CLAUSES:

In the preparation of Utility Agreements, it may be necessary to prepare clauses other than the standard clauses listed. Prior approval from the HQ R/W shall be obtained any time a nonstandard clause is used. $ :
$ :
$ :

JOLENA ASTIN
M

ATCH
LIN
E (U-2)
05-01-20
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTE:

UTILITY PLANS
SCALE: 1" = 50' U-3
M

ATCH
LIN
E (U-3)
PH-5
PH-6
PH-7
PH-8
PH-9
PH-10

SIZE/MATERIAL
12" CONCRETE

POSITIVE LOCATION INFORMATION

DEPTH METHOD
30' Lt, Sta 1521+20 60"
36' Lt, Sta 1521+40
Approx Loc "A" LINE
8' SW OF STORM DRAIN GRATE
Lt OF "A" LINE; 28" NW OF CROSSWALK,

BOX TO EXPOSE WATER VALVE

VACUUMED OUT WATER VALVE

POTHOLE

VACUUMED OUT WV BOX
No. LOCATION
PH-5
PH-6
36' Lt, Sta 1525+00 24" 6" STEEL
31' Rt, Sta 1521+18
20" SW FROM SIGN "35 MPH"
Lt OF "A" LINE; 30" NW OF WHITE FOG LINE,

BOX TO EXPOSE WATER VALVE

VACUUMED OUT WATER VALVE

POTHOLE

VACUUMED OUT WV BOX
PH-7
PH-8
31' Rt, Sta 1521+39 60" 12" CONCRETE
31' Rt, Sta 1525+00
8' SW OF STORM DRAIN GRATE
Lt OF "A" LINE; 28" NW OF CROSSWALK,

BOX TO EXPOSE WATER VALVE

VACUUMED OUT WATER VALVE

POTHOLE

VACUUMED OUT WV BOX
PH-9
PH-10
PH-7A
PH-7A
22" NW OF EDGE OF CURB
Lt OF "A" LINE; 30' SW OF SD MANHOLE,
36' Lt, Sta 1528+25
AT 60"

CLEARED

DRY HOLE POTHOLE

SEE UTILITY DETAILS
LOCATION #1

BEGIN RELOCATE WATER LINE
+39.4

SEE UTILITY DETAILS
LOCATION #1

END RELOCATE WATER LINE
+24.4
7 8 9 1520 1 2 3
ROUTE 70 4 1525 6 7 8 9 1530
"A1" LINE

R/W R/W

R/W R/W
3811.33'
N66°11'33"E
PM 76.00
7 8 9 1520 1 2 3
ROUTE 70 4 1525 6 7 8 9 1530
"A1" LINE

R/W R/W

R/W R/W
3811.33'
N66°11'33"E
Var
Var
24'
12'
8'
Var
L68-9 L68-10
L68-14
L68-13
L68-11
L68-23
L68-12 L68-24

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>
14:18
22-SEP-2022

CHECKED BY

REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s134830
DGN FILE => 0216000024ka003.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3

UNIT PROJECT NUMBER & PHASE
DESIGNED BYCALCULATEDBORDER LAST REVISED 8/27/2019
SIG
BETH A.ELMORE
M

ATCH
LIN
E (U-3)
08-03-22
RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE.

1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT
NOTE:

UTILITY PLANS
SCALE: 1" = 50' U-4
PH-11
PH-13
PH-12
PH-14

SIZE/MATERIAL

POSITIVE LOCATION INFORMATION

DEPTH METHOD
16' Lt, Sta 1522+10
22' Lt, Sta 1540+92
Approx Loc "A" LINE

BOX TO EXPOSE WATER VALVE

VACUUMED OUT WATER VALVE
ROAD. 70" SW OF STORM DRAIN MANHOLE
Lt OF "A" LINE; 8' NW OF EDGE OF

VACUUMED OUT WV BOX

POTHOLE
No. LOCATION
PH-11
PH-12
22' Rt, Sta 1522+12

BOX TO EXPOSE WATER VALVE

VACUUMED OUT WATER VALVE
PH-13 VACUUMED OUT WV BOX
PH-14

BOX TO EXPOSE WATER VALVE

VACUUMED OUT WATER VALVE
20' Rt, Sta 1540+94 VACUUMED OUT WV BOX
PIPE *
18" CORRUGATED
*ACCORDING TO THE WATER DEPARTMENT THE WATER LINE IS INSIDE THE CORRUGATED PIPE.

SEE UTILITY DETAILS
LOCATION #2

BEGIN RELOCATE WATER LINE
+02.2

SEE UTILITY DETAILS
LOCATION #2

R/W R/W

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>
14:20
22-SEP-2022

CHECKED BY

REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s134830
DGN FILE => 0216000024ka004.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3

UNIT PROJECT NUMBER & PHASE
DESIGNED BYCALCULATEDBORDER LAST REVISED 8/27/2019
SIG
BETH A.ELMORE
08-03-2

UTILITY DETAILS
2 NO SCALE
UD-1
NOTES:

RECONNECT ANY EXISTING LATERIALS ENCOUNTERED.

DIMENSIONS MAY VARY WHEN CONNECTING TO EXISTING FACILITIES.

2. 1.

VARIES LENGTH OF NEW PIPE VARIES

VARIES VARIES

WATER LINE RELOCATION DETAIL

WATER LINE

PROPOSED
2' 2'

EXISTING

CONFORM TO

EXISTING

CONFORM TO

IN CONFLICT

WATER PIPE

WATER LINE RELOCATIONS
No.

LOCATION

STATION
BEGIN
OFFSET
BEGIN
1 1521+39.4 36.0' LT
2 1539+02.2 20.0' LT

NEW PIPE

LENGTH OF
500'
250'
PIPE

TYPE OF
6" PVC
6" PVC

STATION
END
OFFSET
END
1521+24.4 36.0' LT
1540+94.3 27.6' RT
OG FG
VARIES

WATER LINE

EXISTING
42" MIN
COVER

POST MILES

TOTAL PROJECT
SHEET
No.

TOTAL
SHEETS

LAST REVISION

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION
No.

Exp.

CIVIL

REG ISTERED PROFESSIONAL ENG INEER

STATE OF CALIFORNIA

REGISTERED CIVIL ENGINEER
TIME PLOTTED =>DATE PLOTTED =>
14:19
22-SEP-2022

CHECKED BY

REVISED BY

DATE REVISED

PLANS APPROVAL DATE
DATE

FUNCTIONAL SUPERVISOR
R
COPIES OF THIS PLAN SHEET.

THE ACCURACY OR COMPLETENESS OF SCANNED

OR AGENTS SHALL NOT BE RESPONSIBLE FOR

THE STATE OF CALIFORNIA OR ITS OFFICERS
R
USERNAME => s134830
DGN FILE => 0216000024kc001.dgn

RELATIVE BORDER SCALE

IS IN INCHES
0 1 2 3

UNIT PROJECT NUMBER & PHASE
DESIGNED BYCALCULATEDBORDER LAST REVISED 8/27/2019
SIG

CITY COUNCIL AGENDA STAFF REPORT
DATE: October 20, 2022
TO: Honorable Mayor and Members of the City Council
FROM: Jon Kennedy, Interim City Manager and Daniel B. Bastian, City Engineer MEETING: October 26, 2022
SUBJECT: Approval of Q & D Construction Agreement for North Loop Phase 1 Project ______________________________________________________________________________ Background
This is a follow up from the August 24th, 2022 City Council Meeting “Review the bid opening and award the North Loop Phase 1 project to Q&D Construction LLC” ______________________________________________________________________________ Recommendation:

Approve the agreement between the City of Portola and Q & D Construction.

Attachments:

Agreement Package

10/17/2022
L/P Insurance Services LLC
300 East 2nd Street
Suite 1300
Reno NV 89501
Mary Hearron
(775)996-6000 (775)473-9288
[email protected]
Q&D Construction, LLC
Q&D Group Invesco, LLC
P.O. Box 10865
Reno NV 89510
Old Republic Insurance Company 24147
Imperium Ins Co 35408
Starr Indemnity & Liability Co. 38318
Berkley National Insurance Company 38911
Berkley Assurance Company 25674
Travelers Property Cas. Co. of America 39462
2022 GL/Auto/WC/Excess/Po
A
E
X
X
X Electronic Data Liability
X X.C.U. Coverage
X
X Pollution/Professional
MWZY31654722 5/31/2022 5/31/2023
PCAB50180090122 1/1/2022 1/1/2023
2,000,000
100,000
10,000
2,000,000
4,000,000
4,000,000
Poll Prof Retention $25,000 5,000,000
A
X
X X
MWTB31654822 5/31/2022 5/31/2023
2,000,000
Pollution Liability Broadened Cov Included
B
CD X
X
X 0
ARUIICCX000005800 1st $5M 5/31/2022 5/31/2023
1000587803221 2nd $15M Layer 5/31/2022 5/31/2023
CEX0960401402 3rd $5M Layer 5/31/2022 5/31/2023
25,000,000
25,000,000
A
N
MWC31654622 5/31/2022 5/31/2023
X
1,000,000
1,000,000
1,000,000
F Contractors Equip $5,000 Ded QT6303E976182TIL22 1/1/2022 1/1/2023 Scheduled Equipment $51,171,891 Leased/Rented Equipment $1,000,000
RE: City of Portola North Loop Phase 1 - Project No. 22-PORTOLA STIP See Attached Additional Comments/Remarks page for information regarding additional coverage terms and Additional Insured status for City of Portola, agents and employees.

City of Portola
c/o Bastian Engineering
211 Poplar Valley Rd.

Blairsden, CA 96103
[email protected]
Mary Hearron/MARY
The ACORD name and logo are registered marks of ACORD

ACORD 25 (2014/01)

AUTHORIZED REPRESENTATIVE

CANCELLATION

DATE (MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE

JECT LOC PRO- POLICY
GEN'L AGGREGATE LIMIT APPLIES PER:

CLAIMS-MADE OCCUR

COMMERCIAL GENERAL LIABILITY
PREMISES (Ea occurrence) $

DAMAGE TO RENTED
EACH OCCURRENCE $
MED EXP (Any one person) $
PERSONAL & ADV INJURY $
GENERAL AGGREGATE $
PRODUCTS - COMP/OP AGG $
DED RETENTION $

CLAIMS-MADE
OCCUR
$
AGGREGATE $
EACH OCCURRENCE $

UMBRELLA LIAB

EXCESS LIAB
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) INSR

LTR TYPE OF INSURANCE POLICY NUMBER

POLICY EFF
(MM/DD/YYYY)

POLICY EXP
(MM/DD/YYYY) LIMITS
PER

STATUTE
OTHER
E.L. EACH ACCIDENT
E.L. DISEASE - EA EMPLOYEE
E.L. DISEASE - POLICY LIMIT
$
$
$

ANY PROPRIETOR/PARTNER/EXECUTIVE
If yes, describe under
DESCRIPTION OF OPERATIONS below
(Mandatory in NH)
OFFICER/MEMBER EXCLUDED?

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY Y / N

AUTOMOBILE LIABILITY

ANY AUTO

ALL OWNED SCHEDULED

HIRED AUTOS

NON-OWNED

AUTOS AUTOS
AUTOS

COMBINED SINGLE LIMIT
BODILY INJURY (Per person)
BODILY INJURY (Per accident)
PROPERTY DAMAGE $
$
$
$

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

INSD
ADDL
WVD
SUBR
N / A
$
$
(Ea accident)
(Per accident)
OTHER:

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:

INSURED
PHONE
(A/C, No, Ext):

PRODUCER
ADDRESS:

E-MAIL
FAX
(A/C, No):

CONTACT
NAME:

NAIC #
INSURER A :

INSURER B :

INSURER C :

INSURER D :

INSURER E :

INSURER F :

INSURER(S) AFFORDING COVERAGE

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

INS025 (201401)
Continued from Description of Operations Section:

NAMED INSURED: Q&D GROUP INVESCO, LLC; Q&D CONSTRUCTION, LLC When Named Insureds operations are performed for Certificate Holder and/or entities listed in Description of Operations on the Acord 25 form pursuant to a valid written contract or agreement executed by Named Insured prior to loss, in accordance with the noted policy(ies): Additional Insured Status is determined by attached GL Form #CG20 10 12 19, CG 20 37 12 19, CG 20 11 12 19, CG 20 18 12 19, CG 20 34 12 19,CG 20 38 12 19, CG 20 40 12 19 and Auto Form #PCA 048 09 19; Waiver of Subrogation Status is determined by GL Form CG 24 04 12 19, Auto Form PCA 024 10 13, Workers Compensation Form # WC 00 03 13; Primary and Non-Contributory status is determined by GL Form CG 20 01 12 19 and Auto #PCA 048 0919. Electronic Data Liability as per CG 04 37 04 13, attached. Equipment Loss Payee form CM T5 60 01 10 applies per attached. Hired auto physical damage applies per form PCA 169 04 17. Auto additional insured and loss payee applies per form CA 20 01 10 13.

Hired auto physical damage and scheduled auto deductibles are $1,000 deductible comprehensive and $1,000 deductible collision, Actual Cash Value, limited to $500,000.

Battle Born Materials LLC
Dianda Family Limited Partnership
G2G Equipment, LLC
Mustang Assets Company LLC
N.L. Dianda & Sons, Ltd.

Q&D Construction Inc.

Q&D Contruction, LLC
Swank Enterprises Q&D Construction, LLC a Montana L
Limited Liability Company, Additional Named Insured
Additional Named Insured
Limited Liability Company, Additional Named Insured
Limited Liability Company, Additional Named Insured
Additional Named Insured
Additional Named Insured
Additional Named Insured
Limited Liability Company, Additional Named Insured
Additional Named Insureds
Other Named Insureds
OFAPPINF (02/2007) COPYRIGHT 2007, AMS SERVICES INC

COMMERCIAL GENERAL LIABILITY
CG 20 34 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

CG 20 34 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 ADDITIONAL INSURED – LESSOR OF LEASED
EQUIPMENT – AUTOMATIC STATUS WHEN

REQUIRED IN LEASE AGREEMENT WITH YOU
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART
A. Section II – Who Is An Insured is amended to
include as an additional insured any person(s) or
organization(s) from whom you lease equipment
when you and such person(s) or organization(s)
have agreed in writing in a contract or agreement
that such person(s) or organization(s) be added as
an additional insured on your policy. Such
person(s) or organization(s) is an insured only with
respect to liability for "bodily injury", "property
damage" or "personal and advertising injury"
caused, in whole or in part, by your maintenance,
operation or use of equipment leased to you by
such person(s) or organization(s).

However, the insurance afforded to such
additional insured:

1. Only applies to the extent permitted by law;
and

2. Will not be broader than that which you are
required by the contract or agreement to
provide for such additional insured.

A person's or organization's status as an
additional insured under this endorsement ends
when their contract or agreement with you for such
leased equipment ends.

B. With respect to the insurance afforded to these
additional insureds, this insurance does not apply
to any "occurrence" which takes place after the
equipment lease expires.

C. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III – Limits Of Insurance:

The most we will pay on behalf of the additional
insured is the amount of insurance:

1. Required by the contract or agreement you
have entered into with the additional insured;
or

2. Available under the applicable limits of
insurance;
whichever is less.

This endorsement shall not increase the
applicable limits of insurance.

MWZY 316547 21 Q&D Group Invesco, LLC 10/01/21 - 05/31/22 Policy No. MWZY31654722

COMMERCIAL GENERAL LIABILITY
CG 20 10 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADDITIONAL INSURED – OWNERS, LESSEES OR
CONTRACTORS – SCHEDULED PERSON OR

ORGANIZATION
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE
Name Of Additional Insured Person(s)
Or Organization(s) Location(s) Of Covered Operations
Any person or organization contractually requiring status as an additional insured for ongoing operations that you perform for them The locations as specified in the written contracts or agreements Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

1. Your acts or omissions; or

2. The acts or omissions of those acting on your
behalf;
in the performance of your ongoing operations for
the additional insured(s) at the location(s)
designated above.

However:

1. The insurance afforded to such additional
insured only applies to the extent permitted by
law; and

2. If coverage provided to the additional insured is
required by a contract or agreement, the
insurance afforded to such additional insured
will not be broader than that which you are
required by the contract or agreement to provide
for such additional insured.

B. With respect to the insurance afforded to these
additional insureds, the following additional
exclusions apply:

This insurance does not apply to "bodily injury" or
"property damage" occurring after:

1. All work, including materials, parts or equipment
furnished in connection with such work, on the
project (other than service, maintenance or
repairs) to be performed by or on behalf of the
additional insured(s) at the location of the
covered operations has been completed; or

2. That portion of "your work" out of which the
injury or damage arises has been put to its
intended use by any person or organization
other than another contractor or subcontractor
engaged in performing operations for a principal
as a part of the same project.

POLICY NUMBER: MWZY31654722
Q&D Group Invesco, LLC
C. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III – Limits Of Insurance:

If coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:

1. Required by the contract or agreement; or

2. Available under the applicable limits of
insurance;
whichever is less.

This endorsement shall not increase the
applicable limits of insurance.

Page 2 of 2 ends

COMMERCIAL GENERAL LIABILITY
CG 20 37 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADDITIONAL INSURED – OWNERS, LESSEES OR
CONTRACTORS – COMPLETED OPERATIONS
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART

SCHEDULE
Name Of Additional Insured Person(s)
Or Organization(s) Location And Description Of Completed Operations As required by written contract or agreement The locations as specified in the written contracts or agreements Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

A. Section II – Who Is An Insured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury" or
"property damage" caused, in whole or in part, by
"your work" at the location designated and
described in the Schedule of this endorsement
performed for that additional insured and included
in the "products-completed operations hazard".

However:

1. The insurance afforded to such additional
insured only applies to the extent permitted by
law; and

B. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III – Limits Of Insurance:

If coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:

1. Required by the contract or agreement; or

2. Available under the applicable limits of
insurance;
whichever is less.

This endorsement shall not increase the
applicable limits of insurance.

POLICY NUMBER: MWZY31654722
Q&D Group Invesco, LLC

COMMERCIAL GENERAL LIABILITY
CG 20 01 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

PRIMARY AND NONCONTRIBUTORY –

OTHER INSURANCE CONDITION
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

LIQUOR LIABILITY COVERAGE PART

PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART
The following is added to the Other Insurance
Condition and supersedes any provision to the
contrary:

Primary And Noncontributory Insurance
This insurance is primary to and will not seek
contribution from any other insurance available to
an additional insured under your policy provided
that:
(1) The additional insured is a Named Insured
under such other insurance; and
(2) You have agreed in writing in a contract or
agreement that this insurance would be
primary and would not seek contribution
from any other insurance available to the
additional insured.

CG 20 01 12 19 Policy #: MWZY31654722
© Insurance Services Office, Inc., 2018 Page 1 of 1
Policy # MWZY31654722
Q&D Group Invesco, LLC
CG 24 04 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 POLICY NUMBER:MWZY31654722
Q&D Group Invesco, LLC

COMMERCIAL GENERAL LIABILITY
CG 24 04 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

WAIVER OF TRANSFER OF RIGHTS OF RECOVERY

AGAINST OTHERS TO US (WAIVER OF SUBROGATION)
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

ELECTRONIC DATA LIABILITY COVERAGE PART

LIQUOR LIABILITY COVERAGE PART

POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES

POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATEDSITES

PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART

RAILROAD PROTECTIVE LIABILITY COVERAGE PART

UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS

SCHEDULE
Name Of Person(s) Or Organization(s):

Any persons or organizations requiring a waiver of transfer of rights of recovery pursuant to the terms of any contract or agreement.

Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

The following is added to Paragraph 8. Transfer Of
Rights Of Recovery Against Others To Us of
Section IV – Conditions:

We waive any right of recovery against the person(s)
or organization(s) shown in the Schedule above
because of payments we make under this Coverage
Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against
such person(s) or organization(s) prior to loss. This
endorsement applies only to the person(s) or
organization(s) shown in the Schedule above.

IL 10 (12/06) OLD REPUBLIC INSURANCE COMPANY
.

THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADDITIONAL INSURED AND PRIMARY AND

NON-CONTRIBUTORY ENDORSEMENT
This endorsement modifies insurance provided under the following:

BUSINESS AUTO COVERAGE FORM

MOTOR CARRIER COVERAGE FORM

SCHEDULE
Designated Person(s) or Organization(s):

All persons or organizations where required by written contract or agreement.

A. SECTION II – COVERED AUTOS LIABILITY COVERAGE, paragraph 1. Who Is An Insured is amended to include the person(s) or organization(s) shown in the above Schedule as an additional “insured”, but only with respect to "accidents" arising out of your work while being performed for such person(s) or organization(s).

B. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance – Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary:

This policy's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to the “insured” person(s) or organization(s) shown in the above Schedule provided that:

1. Such “insured” is a Named Insured under such other insurance; and

2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured".

PCA 048 09 19 Page 1 of 1
Includes copyrighted material of Insurance Services Office, Inc., with its permission.

PCA 048 09 19
Policy #: MWTB31654822
Q&D Group Invesco, LLC
IL 10 (12/06) OLD REPUBLIC INSURANCE COMPANY
.

THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following:

AUTO DEALERS COVERAGE FORM

BUSINESS AUTO COVERAGE FORM

MOTOR CARRIER COVERAGE FORM

SCHEDULE
Name of Person or Organization:

All persons or organizations as required by contract or agreement (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.)
The Transfer Of Rights Of Recovery Against Others To Us Condition is changed by adding the following:

We waive any right of recovery we may have against the person(s) or organization(s) shown in the Schedule because of payments we make for injury or damage. This waiver applies only to the person or organization shown in the Schedule.

PCA 024 10 13

Page 1 of 1 ends

Policy# MWTB31654822
Q&D Group Invesco, LLC

WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 POLICY NUMBER:

WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule.

AS REQUIRED BY WRITTEN CONTRACT
Schedule
DATE OF ISSUE:
1983 National Council on Compensation Insurance.

MWC31654622
10/1/2021
Q&D Group Invesco, LLC
Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

Loss Of Electronic Data Limit: $ 2,000,000.

COMMERCIAL GENERAL LIABILITY
CG 04 37 04 13
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ELECTRONIC DATA LIABILITY
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE
A. Exclusion 2.p. of Coverage A – Bodily Injury
And Property Damage Liability in Section I –
Coverages is replaced by the following:

2. Exclusions
This insurance does not apply to:
p. Electronic Data
Damages arising out of the loss of, loss of
use of, damage to, corruption of, inability to
access, or inability to manipulate "electronic
data" that does not result from physical
injury to tangible property.

However, this exclusion does not apply to
liability for damages because of "bodily
injury".

B. The following paragraph is added to Section III –
Limits Of Insurance:

Subject to 5. above, the Loss of Electronic Data
Limit shown in the Schedule above is the most we
will pay under Coverage A for "property damage"
because of all loss of "electronic data" arising out
of any one "occurrence".

C. The following definition is added to the Definitions section:
"Electronic data" means information, facts or
programs stored as or on, created or used on, or
transmitted to or from computer software
(including systems and applications software),
hard or floppy disks, CD-ROMs, tapes, drives,
cells, data processing devices or any other media
which are used with electronically controlled
equipment.

D. For the purposes of the coverage provided by this
endorsement, the definition of "property damage"
in the Definitions section is replaced by the
following:

17. "Property damage" means:
a. Physical injury to tangible property,
including all resulting loss of use of that
property. All such loss of use shall be
deemed to occur at the time of the physical
injury that caused it;
b. Loss of use of tangible property that is not
physically injured. All such loss of use shall
be deemed to occur at the time of the
"occurrence" that caused it; or
c. Loss of, loss of use of, damage to,
corruption of, inability to access, or inability
to properly manipulate "electronic data",
resulting from physical injury to tangible
property. All such loss of "electronic data"
shall be deemed to occur at the time of the
"occurrence" that caused it.

For the purposes of this insurance, "electronic
data" is not tangible property.

CG 04 37 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 POLICY NUMBER: MWZY31654722
Q&D Group Invesco, LLC
POLICY NUMBER: COMMERCIAL GENERAL LIABILITY
CG 20 11 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

LESSORS OF PREMISES
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE
Designation Of Premises (Part Leased To You):

Name Of Person(s) Or Organization(s) (Additional Insured):

Additional Premium: $
Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

A. Section II – Who Is An Insured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury", "property damage" or "personal and advertising injury"
caused, in whole or in part, by you or those acting
on your behalf in connection with the ownership,
maintenance or use of that part of the premises
leased to you and shown in the Schedule and
subject to the following additional exclusions:

This insurance does not apply to:

1. Any "occurrence" which takes place after you
cease to be a tenant in that premises.

2. Structural alterations, new construction or
demolition operations performed by or on
behalf of the person(s) or organization(s)
shown in the Schedule.

However:

1. The insurance afforded to such additional
insured only applies to the extent permitted by
law; and

B. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III – Limits Of Insurance:

If coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:

1. Required by the contract or agreement; or

2. Available under the applicable limits of
insurance;
whichever is less.

This endorsement shall not increase the
applicable limits of insurance.

MWZY 316547 22 Q&D Group Invesco, LLC 5/31/22 to 5/31/23 Included
Any and all persons or organizations contractually requiring additional insured status as the manager or lessor of premises Any premises or part thereof leased to you
MWZY31654722
POLICY NUMBER: COMMERCIAL GENERAL LIABILITY
CG 20 18 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

MORTGAGEE, ASSIGNEE OR RECEIVER
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE
Name(s) Of Person(s) Or Organization(s) Designation Of Premises Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

A. Section II – Who Is An Insured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to their liability as mortgagee,
assignee or receiver and arising out of the
ownership, maintenance or use of the premises by
you and shown in the Schedule.

However:

1. The insurance afforded to such additional
insured only applies to the extent permitted by
law; and

B. This insurance does not apply to structural
alterations, new construction and demolition
operations performed by or for that person or
organization.

C. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III – Limits Of Insurance:

If coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:

1. Required by the contract or agreement; or

2. Available under the applicable limits of
insurance;
whichever is less.

This endorsement shall not increase the
applicable limits of insurance.

MWZY 316547 22 Q&D Group Invesco, LLC 5/31/22 to 5/31/23 Any person or organization contractually requiring additional Any premises or part thereof leased to you insured status as the mortgagee, assignee or receiver
MWZY31654822

COMMERCIAL INLAND MARINE
Q & D Construction LLC and Q & D Construction Inc./ Mustang Assets, LLC: # QT6303E976182TIL22 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

BLANKET LOSS PAYEES
This endorsement modifies insurance provided under the IM PAK COVERAGE FORM.

The following is added to Section E - ADDITIONAL
COVERAGE CONDITIONS:

LossPayable Provision
In the event of a Covered Cause of Loss to Covered
Property in which both you and a Loss Payee share
an insurable interest, we will:
a. Adjust the loss or damage with you; and
b. Pay any claim for loss or damage jointly to you
and the Loss Payee as your interests may appear.

This endorsement applies to all Covered Property for
which a Loss Payee is on file with us or your insurance agent or insurance broker.

CM T5 60 01 10 ©2009 TheTravelers Indemnity Company
Includes copyrighted material of Insurance Services Office, Inc.with its permission.

Page 1 ends

OLD REPUBLIC INSURANCE COMPANY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

HIRED AUTO PHYSICAL DAMAGE

LIMITS OF INSURANCE AND DEDUCTIBLE AMENDMENT
This endorsement modifies insurance provided under the following:

BUSINESS AUTO DECLARATIONS

BUSINESS AUTO COVERAGE FORM

SCHEDULE
Limit of Insurance: $
A. The following provisions apply to ITEM FOUR SCHEDULE OF HIRED OR BORROWED COVERED AUTO COVERAGE AND PREMIUMS on the Business Auto Declarations.

Physical Damage Comprehensive Coverage and Physical Damage Collision Coverage Deductibles are changed as shown below:

PHYSICAL DAMAGE COMPREHENSIVE COVERAGE

ACTUAL CASH VALUE OR COST OF REPAIR OR THE LIMIT OF INSURANCE

SHOWN IN THE ABOVE SCHEDULE, WHICHEVER IS LESS, MINUS
$

DEDUCTIBLE FOR EACH COVERED AUTO, BUT NO DEDUCTIBLE APPLIES TO LOSS CAUSED BY FIRE OR LIGHTNING.

PHYSICAL DAMAGE COLLISION COVERAGE

ACTUAL CASH VALUE OR COST OF REPAIR OR THE LIMIT OF INSURANCE

SHOWN IN THE ABOVE SCHEDULE, WHICHEVER IS LESS, MINUS
$
DEDUCTIBLE FOR EACH COVERED AUTO.

The Declarations are changed to conform with the above.

B. Only with respect to covered “autos” that are leased, hired, rented or borrowed, SECTION III – PHYSICAL DAMAGE COVERAGE, C. Limits of Insurance, Paragraph 1.a. is replaced by the following:

1. The most we will pay for:
a. "Loss" to any one covered "auto" is the lesser of:

PCA 169 04 17

Page 1 of 2 ends

MWTB 316548 22 Q&D Group Invesco, LLC 5/31/22- 05/31/23 1,000 1,000 75,000
(1) The actual cash value of the damaged or stolen property as of the time of the "loss"; or
(2) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality; or
(3) The Limit of Insurance shown in the above Schedule.

PCA 169 04 17

Page 2 of 2 ends

MWTB 316548 21 Q&D Group Invesco, LLC 10/01/21 - 05/31/22 POLICY NUMBER: MWTB31654822 COMMERCIAL AUTO
CA 20 01 10 13
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

CA 20 01 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 2 LESSOR – ADDITIONAL INSURED AND LOSS PAYEE
This endorsement modifies insurance provided under the following:

AUTO DEALERS COVERAGE FORM

BUSINESS AUTO COVERAGE FORM

MOTOR CARRIER COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement.

This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below.

Named Insured:

Endorsement Effective Date:

SCHEDULE
Insurance Company:

Policy Number: Effective Date:

Expiration Date:

Named Insured:

Address:

Additional Insured (Lessor):

Address:

Designation Or Description Of "Leased Autos":

MWTB 316548 22 Q&D Group Invesco, LLC 5/31/22 to 5/31/23 1 P.O. Box 10865
Reno, NV 89510
Leased Autos required by written contract
As required by written contract
Old Republic Insurance Company
Q&D Group Invesco, LLC Q&D Group Invesco, LLC
5/31/2022
5/31/23

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Coverages Limit Of Insurance
Covered Autos Liability $ Each "Accident"
Comprehensive
Actual Cash Value Or Cost Of Repair, Whichever Is Less, Minus $ Deductible For Each Covered "Leased Auto"
Collision
Actual Cash Value Or Cost Of Repair, Whichever Is Less, Minus $ Deductible For Each Covered "Leased Auto"
Specified
Causes Of Loss
Actual Cash Value Or Cost Of Repair, Whichever Is Less, Minus $ Deductible For Each Covered "Leased Auto"
Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

A. Coverage

1. Any "leased auto" designated or described in
the Schedule will be considered a covered
"auto" you own and not a covered "auto" you
hire or borrow.

2. For a "leased auto" designated or described in
the Schedule, the Who Is An Insured
provision under Covered Autos Liability
Coverage is changed to include as an
"insured" the lessor named in the Schedule.

However, the lessor is an "insured" only for
"bodily injury" or "property damage" resulting
from the acts or omissions by:
a. You;
b. Any of your "employees" or agents; or
c. Any person, except the lessor or any
"employee" or agent of the lessor, operating
a "leased auto" with the permission of any
of the above.

3. The coverages provided under this
endorsement apply to any "leased auto"
described in the Schedule until the expiration
date shown in the Schedule, or when the
lessor or his or her agent takes possession of
the "leased auto", whichever occurs first.

B. Loss Payable Clause

1. We will pay, as interest may appear, you and
the lessor named in this endorsement for "loss"
to a "leased auto".

2. The insurance covers the interest of the lessor
unless the "loss" results from fraudulent acts or
omissions on your part.

3. If we make any payment to the lessor, we will
obtain his or her rights against any other party.

C. Cancellation

1. If we cancel the policy, we will mail notice to
the lessor in accordance with the Cancellation
Common Policy Condition.

2. If you cancel the policy, we will mail notice to
the lessor.

3. Cancellation ends this agreement.

D. The lessor is not liable for payment of your
premiums.

E. Additional Definition
As used in this endorsement:
"Leased auto" means an "auto" leased or rented to
you, including any substitute, replacement or extra
"auto" needed to meet seasonal or other needs,
under a leasing or rental agreement that requires
you to provide direct primary insurance for the
lessor.

MWTB 316548 22 Q&D Group Invesco, LLC 5/31/22 to 5/31/23 1,000 1,000 2,000,000 Powered by TCPDF (www.tcpdf.org)

Portola City CouncilOctober 26, 2022

Portola City Council
October 26, 2022