Agenda packet — Roseville City Council, April 5, 2023 (part 2 of 4)

Measurement and Payment By Full Compensation By Lump Sum.

Includes furnishing and installing an 8” DIP and appurtenances from the receiving pit end of the 8” carrier pipe to the tie-in to the existing 8” pipe as well as reestablishing the existing 3/4” se rvice connections displaced by the tie-in. This includes, but is not limited to, fabrication, freighting, fittings, couplings, high-deflection couplings, pipe restraint, tees, bends, polyethylene encasement , warning tape, locating wire, valves ; saw cutting , excavation, placement, bedding, backfilling, compacting of backfill, pipe and construction dewatering, thrust blocking, flushing and testing, disinfecting, temporary surface pavement repair and all labor, equipment, tools and incidental work associated with the pipeline Tie-In installation complete, with the exception of other items listed separately on the Bid Schedule.

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WATER DISTRIBUTION SYSTEM IMPROVEMENTS MEASUREMENT AND PAYMENT PROJECT 500198
BID ITEM NO. 8 - CIRBY CREEK – CORAL DRIVE TIE-IN (Detail 2/CC3)

Measurement and Payment By Full Compensation By Lump Sum.

Includes furnishing and installing an 8” DIP and appurtenances from the launching pit end of the 8” carrier pipe to the tie-in to the existing 8” pipe. This includes, but is not limited to, fabrication, freighting, 8” DIP, fittings, couplings, high-deflection couplings, pipe restraint, tees, bends, polyethylene encasement, warning tape, locating wire, valves ; saw cutting, excavation, placement, bedding, backfilling, compacting of backfill, pipe and construction dewatering, thrust blocking, flushing and testing, disinfecting, temporary surface pavement repair and all labor, equipment, tools and incidental work associated with the pipeline Tie-In installation complete, with the exception of other items listed separately on the Bid Schedule.

BID ITEM NO. 9 – CIRBY CREEK- DEAD END HYDRANT ASSEMBLY

Measurement and Payment By Full Compensation by Lump Sum.

Includes fu ll compensation for all costs for labor, tools, equipment, and materials necessary to complete installation of Dead End Hydrant Assembly per City Standard Drawing W-4 as shown in the drawings . This includes, but is not limited to, fabrication, freighting, 6” DIP, fittings, couplings, pipe restraint, tees, bends, polyethylene encasement, warning tape, locating wire, valves ; saw cutting, excavation, placement, bedding, backfilling, compacting of backfill, pipe and construction dewatering, thrust blocking, flushing and testing, disinfecting, temporary surface pavement repair and all incidental work associated with the Dead End Hydrant Assembly installation complete, with the exception of other items listed separately on the Bid Schedule.

BID ITEM NO. 10 – CIRBY CREEK -_INSTALLATION OF TWO (2) 2-INCH

AIR/VACUUM RELEASE VALVE ASSEMBLIES

Measurement and Payment By Full Compensation By Lump Sum. Includes two air vacuum release valve assemblies (locations shown on plans).

Includes fu ll compensation for all costs for labor, tools, equipment, and materials necessary to complete installation of 2” Air/Vacuum Release assembly per City Standard Drawing W-12. This includes, but is not limited to, fabrication, freighting, 2” threaded brass pipe, fittings, couplings, pipe saddle, pipe restraint, bends , polyethylene encasement , warning tape, locating wire, valves , valve box ; saw cutting, excavation, placement, bedding, backfilling, compacting of backfill, pipe and construction dewatering, thru st blocking, flushing and testing, disinfecting, temporary surface pavement repair and all incidental work associated with the Air/Vacuum Release Valve Assembly installation complete, with the exception of other items listed separately on the Bid Schedule.

BID ITEM NO. 11 – CIRBY CREEK- ASPHALT SURFACE RESTORATION

Measurement and Payment By Full Compensation By the Square Foot.

Includes full compensation for permanent pavement restoration per the plans , specifications and encroachment permit requirements.
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Included in the bid item are all costs for freight, labor, tools, equipment and materials necessary to complete permanent pavement restoration for Cirby Creek Crossing mainline, tie-ins, bore and jacking pits, Dead End Hydrant Assembly and air/vacuum valve assembly and appurtenances in open cuts.

All pavement restoration shall be installed per the City of Roseville encroachment permit and Construction Standards. Also refer to trench section Detail 3/T1 of the plans.

Payment will be made per the actual square footage of pavement restoration completed.

BID ITEM NO. 12 - CIRBY CREEK- SIDEWALK CURB AND GUTTER REPAIR

Measurement and Payment By Full Compensation By Lump Sum.

Includes, but is not limited to, all costs for labor, tools, equipment, and materials necessary to complete concrete replacement of cut or damaged curb, gutter and sidewalk per the City Construction Standards and City Standard Drawing ST -17, necessary for the work related to the Project.

BID ITEM NO. 13 – CIRBY CREEK – ABANDON EXISTING 6-INCH PIPE (Detail 3/CC1)

Measurement and Payment By Full Compensation By Lump Sum.

Includes, but is not limited to, all costs for labor, tools, equipment, and materials necessary to complete the abandonment of the existing 6-inch pipe stub at the end of Coral Drive as shown on the Plans. This includes excavation, cutting of the 6-inch pipe, removal of th e existing tee, capping the end of the abandoned pipe adding a 90 degree elbow, temporary paving, fittings, thrust blocking and restraints, polyethylene sheeting, valves and temporary closure of the existing water system as required.

BID ITEM NO. 14 – DRY CREEK – INSTALL 8-INCH UNDERGROUND DIP

Measurement and Payment By Full Compensation By the Unit Price per Lineal Foot shown in the bid schedule.

Includes furnishing all costs for labor, material, and equipment required to install the new 8-inch underground ductile iron pipe as shown on the plans. This includes, but is not limited to fabrication, freighting, fittings, couplings, pipe restraint, corrosion protection, AC saw cutting, bedding, backfilling, dewatering, flushing and testing, disinfecting, and temporary surface pavement repair, and incidental work associated with the completion of the work. This work includes installation of the pipe within Douglas Blvd, within AC pavement, crossing of sidewalk curb and gutter, as well as within the dirt surface areas behind the back of walk. Temporary surface repair for pavement, concrete curb, gutter and sidewalk shall conform to Specification Section 32 01 17. Dirt surfaces shall conform to Detail 3/T1 on the Plans.

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BID ITEM NO. 15 – DRY CREEK- 8-INCH FLEX TEND ASSEMBLY AND STRUCTURE

Measurement and Payment By Full Compensation By Each.

Includes the complete installation of two new “Flex Tend” flexible expansion joints, associated fittings and concrete support structure for the assembly. This includes, but is not limited to, providing all labor, materials, and equipment to install the 8-inch flexible expansion joint assembly and support structure complete.

BID ITEM NO. 16 – DRY CREEK – 1-INCH AIR RELEASE VALVE AND PROTECTIVE COVER

Measurement and Payment By Full Compensation By Each.

Includes fu ll compensation for all costs for labor, tools, equipment, and materials necessary to complete installation of 1” Air/ Release Valve assembly per details on Sheet DC4. This includes, but is not limited to, fabrication, freighting, 2” threaded brass pipe, fittings, couplings, valves, protective cage and saddle tap. Note the protective cage may require custom fabrication as it will require being opened in a direction 90-degrees to the standard opening direction.

BID ITEM NO. 17 – DRY CREEK – INSTALL 8-INCH DIP ON BRIDGE (STA 2+25.5 TO STA 3+53.3)

Measurement and Payment By Full Compensation By Lump Sum.

Includes full compensation for all labor, materials and equipment necessary to install new ductile iron pipe on the Douglas Blvd bridge crossing Dry Creek. This includes, but is not limited to, fabrication, freighting, fittings, couplings, pipe restraint, corrosion protection , painting, pipe hangers and supports, modifications to existing electrical conduits and lighting under the bridge and all incidental work associated with the installation of the 8”DIP on the bridge.

BID ITEM NO. 18 – DRY CREEK – TIE IN WEST OF BRIDGE (STA 1+00)

Measurement and Payment By Full Compensation By Lump Sum.

This includes, but is not limited to, fabrication, freighting, fittings, couplings, pipe restraint, tees, bends, polyethylene encasement, warning tape, locating wire, valves ; saw cutting, excavation, placement, bedding, backfilling, compacting of backfill, pipe and construction dewatering, thrust blocking, flushing and testing, disinfecting, temporary surface pavement repair and all labor, equipment, tools and incidental work associated with the pipeline Tie-In installation complete, with the exception of other items listed separately on the Bid Schedule.

BID ITEM NO. 19 – DRY CREEK – TIE IN EAST OF BRIDGE (STA 4+47)

Measurement and Payment By Full Compensation By Lump Sum.

WATER DISTRIBUTION SYSTEM IMPROVEMENTS MEASUREMENT AND PAYMENT PROJECT 500198
excavation, placement, bedding, backfilling, compacting of backfill, pipe and construction dewatering, thrust blocking, flushing and testing, disinfecting, temporary surface pavement repair and all labor, equipment, tools and incidental work associated with the pipeline Tie-In installation complete, with the exception of other items listed separately on the Bid Schedule.

BID ITEM NO. 20 – DRY CREEK - IN-LINE 8-INCH GATE VALVES

Measurement and Payment By Full Compensation By Each.

Includes fu ll compensation for all costs for labor, tools, equipment, and materials necessary to complete installation of two 8” In -Line Gate Valve assembl ies per City Standard Detail DW-16. This includes, but is not limited to, freighting, fittings, couplings, corrosion protection, excavation, backfilling and temporary pavement restoration and incidental work associated with the gate valve installation complete.

BID ITEM NO. 21 – DRY CREEK - ASPHALT SURFACE RESTORATION

Measurement and Payment By Full Compensation By the Square Foot.

Includes full compensation for permanent pavement restoration per the plans , specifications and encroachment permit requirements.

Included in the bid item are all costs for freigh t, labor, tools, equipment and materials necessary to complete permanent pavement restoration for Dry Creek Crossing mainline, and tie-ins, including pavement striping.

All pavement restoration shall be installed per the City of Roseville encroachment permit requirements and Construction Standards. Also refer to trench section Detail 3/T1 of the Drawings.

Payment will be made per the actual square footage of pavement restoration completed.

BID ITEM NO. 2 2 – DRY CREEK – CURB, GUTTER SIDEWALK AND DRIVEWAY REPAIR

Measurement and Payment By Full Compensation By Lump Sum.

Includes, but is not limited to, all costs for labor, tools, equipment, and materials necessary to complete concrete replacement of cut or damaged curb, gutter, sidewalk and driveway per the City Construction Standards and City Standard Drawing ST -17 and ST -20, necessary for the work related to the Project.

BID ITEM NO. 23 – SOUTH HARDING – INSTALL 8-INCH UNDERGROUND DIP

Measurement and Payment By Full Compensation By the Unit Price per Lineal Foot shown in the bid schedule.

WATER DISTRIBUTION SYSTEM IMPROVEMENTS MEASUREMENT AND PAYMENT PROJECT 500198
temporary surface pavement repair, and incidental work associated with the completion of the work. This work includes installation of the pipe in S. Harding Blvd. within AC pavement, removal of crossed curb and gutter, as well as within the dirt surface and broken asphalt concrete areas on private property. Temporary surface repair for pavement, concrete curb & gutter shall conform to Specification Section 32 01 17. Dirt and broken asphalt surfaces shall conform to Detail 3/T1 on the Plans.

BID ITEM NO. 24 – NOT USED

BID ITEM NO. 25 – SOUTH HARDING- 2-INCH AIR/VACUUM RELEASE VALVE

Measurement and Payment By Full Compensation By Lump Sum.

Includes fu ll compensation for all costs for labor, tools, equipment, and materials necessary to complete installation of 2” Air/Vacuum Release assembly per City Standard Drawing W-12. This includes, but not limited to, fabrication, freighting, 2” threaded brass pipe, fittings, couplings, pipe saddle, pipe restraint, bends , polyethylene encasement , warning tape, locating wire, valves , valve box; saw cutting, excavation, placement, bedding, backfilling, compacting of backfill, pipe and construction dewatering, thrust blocking, flushing and testing, disinfecting, temporary surface pavement repair and all incidental work associated with the Air/Vacuum R elease Valve Assembly installation complete, with the exception of other items listed separately on the Bid Schedule.

BID ITEM NO. 26 – SOUTH HARDING – TIE-IN (STATION 0+50)

Measurement and Payment By Full Compensation By Lump Sum.

BID ITEM NO. 27 – SOUTH HARDING – TIE-IN (STATION 6+93)

Measurement and Payment By Full Compensation By Lump Sum.

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WATER DISTRIBUTION SYSTEM IMPROVEMENTS MEASUREMENT AND PAYMENT PROJECT 500198
BID ITEM NO. 2 8 – SOUTH HARDING – ASPHALT SURFACE RESTORATION IN STREET

Measurement and Payment By Full Compensation By the Square Foot.

Includes full compensation for permanent pavement restoration per the plans , specifications and encroachment permit requirements.

Included in the bid item are all costs for freight, labor, tools, equipment and materials necessary to complete permanent pavement restoration in South Harding Blvd. for mainline, and tie-ins, including pavement striping.

All pavement restoration shall be installed per the City of Roseville encroachment permit and Construction Standards. Also refer to trench section Detail 3/T1 of the plans.

Payment will be made per the actual square footage of pavement restoration completed.

BID ITEM NO. 2 9 – SOUTH HARDING – ASPHALT SURFAC ING ON PRIVATE

PROPERTY

Measurement and Payment By Full Compensation By the Square Foot.

Includes full compensation for permanent pavement restoration per the specifications and plans, in particular trench section Detail 3/T1.

Included in the bid item are all costs for freight, labor, tools, equipment and materials necessary to complete permanent pavement restoration on private property for mainline, and tie-ins.

All pavement restoration shall be installed per the City of Roseville encroachment permit and Construction Standards. Also refer to trench section Detail 3/T1 of the plans.

Payment will be made per the actual square footage of pavement restoration completed.

BID ITEM NO. 30 – SOUTH HARDING –CURB AND GUTTER REPAIR

Measurement and Payment By Full Compensation By Lump Sum.

Includes, but is not limited to, all costs for labor, tools, equipment, and materials necessary to complete concrete replacement of cut or damaged curb and gutter per the City Construction Standards and City Standard Drawing ST-17, necessary for the work related to the Project.

BID ITEM NO. 31 – SOUTH HARDING FENCE REPLACEMENT (TWO PLACES) Measurement and Payment By Full Compensation By Lump Sum.

Includes, but is not limited to, all costs for labor, tools, equipment, and materials necessary to complete the replacement of two fence sections where the new pipeline will enter and leave the private property.
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The quantity of fence replacement will depend on the Contractors means and methods for the pipe installation to minimize replacement and the location of the pipe installation relative to the fencing panels. Quantity of fence removal shall be reviewed with and approved by the Engineer prior to removal. The replacement of fencing shall be installed to match the existing fence dimensions and type and per the detail provided in the plans.

Temporary security fencing shall be provided, per Bid Item 1, where existing fencing is removed for construction activities.

3.0 DESCRIPTION OF BID ALTERNATES – NOT USED

4.0 CONTRACTOR'S COST BREAKDOWN

For work to be performed for a lump sum amount, the Contractor shall submit a cost breakdown to the Construction Manager prior to the first payment and within ten (10) days after Notice to Proceed. The cost breakdown, as agreed upon by the Contractor and the Construction Manager, shall be used for preparing future estimates for partial payments to the Contractor, and shall list the major items of work with a price fairly apportioned to each item. If there is not a separate Bid Item for MOBILIZATION/DEMOBILIZATION, then mobilization, demobilization, overhead, bond, insurance, other general costs and profit shall be prorated to each item so that the total of the prices for all items equal the lump sum price. At the discretion of the Construction Manager, mobilization, bond and insurance costs may be provided for separately if accompanied by invoices to verify actual expenses.

The cost breakdown shall be generally in the same format as the Contract specifications divisions and subdivisions, with major items of work listed individually. The cost breakdown shall be by structure, civil, landscaping, or other logical division of work. The cost breakdown for architectural, structural, mechanical, and electrical work shall include separate items for identifiable portions of the structures. The cost breakdown shall include separate allowances for any testing and startup work required. Measurable approximate quantities of work performed by the Contractor or its subcontractors shall be provided. For quantities that are the sum total of several individual quantities, backup summaries shall be provided which list the individual descriptions and quantities. These summaries then will be used to determine the quantities of work in place in subsequent progress payment requests.

The above is a statement of the intent of the Contract Documents to provide a high level of detail, acceptable to the Construction Manager, to allow a fair and reasonable estimate to be made of the value of work installed. The detail of the cost breakdown must be sufficient to provide timely processing of the monthly progress payment request.

The cost breakdown will be subject to the approval of the Construction Manager, and upon request, the Contractor shall substantiate the price for any or all items and provide additional level of detail, including quantities of work. The cost breakdown shall be sufficiently detailed to permit its use by the Construction Manager as one of the bases for evaluating requests for payments. The Construction Manager shall be the sole judge of the adequacy of the cost breakdown.

The cost breakdown shall be solely used to determine progress payments. The cost breakdown shall not be considered in determining payment or credit for additional or deleted work.
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***END OF SECTION***
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS SITE CONDITIONS
PROJECT 500198
SECTION 02 00 00

SITE CONDITIONS
PART 1 - GENERAL

1.01 SUMMARY
A. Section includes:

1. Weather Conditions

2. Elevation

3. Naturally Occurring Asbestos

4. Environmental Mitigation Measures

1.02 WEATHER CONDITIONS
A. Below freezing conditions may exist during the winter months.

B. 100 degree plus temperatures exist during the summer months.

1.03 ELEVATION
A. Elevation at the three sites ranges from approximately 125 feet to 150 feet.

1.04 NATURALLY OCCURRING ASBESTOS (NOA)
A. This project is located outside a quarter mile buffer zone more likely to contain asbestos or fault line.

B. If while excavating the contractor sees any materials which appear to contain asbestos fibers, the Contractor is to stop excavation and report the findings to the City immediately.

1.05 ENVIRONMENTAL MITIGATION MEASURES
A. ICF Technical Memoranda have been included as a reference document to the Project Manual.

END OF SECTION
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PROJECT 500198

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WATER DISTRIBUTION SYSTEM IMPROVEMENTS CONSTRUCTION PHOTOGRAPHY PROJECT 500198
SECTION 02 00 70

CONSTRUCTION PHOTOGRAPHY
PART 1 - GENERAL

1.01 DESCRIPTION
A. Construction photography is required to document:

1. Pre-construction conditions

2. Construction activities

3. Post-construction conditions.

B. Photographs will be particularly useful in documenting the pre-construction conditions of private properties, landscaping, streets, existing facilities, etc.

1.02 RELATED REQUIREMENTS
A. General Conditions
B. Special Provisions

1.03 USE OF PHOTOGRAPHY
A. Pre-Construction photography will be used in part to establish pre-construction conditions. Disputes with property owners will be settled through the use of construction photos that will document pre-construction conditions. In the event that the Contractor fails to adequately document pre-construction conditions, the Contractor will be obligated to restore disputed landscaping, yards improvements, etc. to the satisfaction of the property owner.

B. Contractor shall provide a high-definition video of the work area prior to construction to document the condition of the roadways, driveways and other facilities along the construction corridor.

PART 2 - PRODUCTS

2.01 FORMAT
A. Format of the photography shall be as follows:

1. All photographs shall be in digital format (.jpg) with date stamp, delivered to the City on a USB device.

2. Photographs shall be color photos and be taken with a high-quality camera rated at a minimum of 16 megapixels.

3. Video shall be in digital format with date stamp on a USB device.

2.02 DATABASE
A. The photos shall be described in a table, (MS-Excel) that will be used for indexing digital photographs. The table shall have the following fields: address, pre-construction photographs (will be multiple records), construction photographs (will be multiple records), post-construction photographs (will be multiple records).

B. The Contractor shall populate the table fields indicated with links to the digital photos that correspond to each residence affected by the project as well as public rights-of- way as necessary.
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS CONSTRUCTION PHOTOGRAPHY PROJECT 500198
PART 3 - EXECUTION

3.01 PRE-CONSTRUCTION DOCUMENTATION
A. Prior to construction, the Contractor will document the conditions of all surface features of the affected areas. This documentation shall be in the format as noted above.

B. The Contractor is obligated to document the Pre-Construction conditions sufficiently to avoid disputes with property owners and the City regarding the quality of post- construction repairs.

C. The photographer shall use signs in each photograph that clearly identify each photo by lot number for properties and street name and station number for road work.

D. Pre-Construction video coverage shall include (at a minimum):

1. The ground surface above all pipes to be placed.

2. All driveways in the project vicinity which construction equipment may access.

3. All curb, gutter and road shoulders, and other surface features in the project vicinity that construction equipment might damage.

E. Submit one pre-construction video to the City prior to beginning construction. Video shall be labeled with the title, “Pre-Construction Video”, the name of the project, name of the Contractor, and date(s) of videotaping. The video photographer should include enough narrative to let a viewer know the time, date, and location of each separate area shown.

F. Pre-Construction photographs shall include a minimum of two photos from all residential properties that will be excavated. Photos should focus on areas that will be disturbed by the work.

G. Prior to the beginning of construction, the Contractor shall submit a USB device to the Engineer containing the following information:

1. Photography table with links to color photographs for each address. Only links to pre-construction photographs are required to be completed at this time.

3.02 CONSTRUCTION PHOTOGRAPHS
A. The Contractor shall use construction photographs to document the progress of construction activities, unusual situations, repairs made to buried improvements, accidents, construction disputes, and any other conditions that may be useful in the future. The use of construction photographs should be for the Contractor’s benefit to document work completed.

B. The Contractor shall supply photographs each time a utility is exposed with location and details of the condition noted.

3.03 POST CONSTRUCTION DOCUMENTATION
A. Provide Post-Construction photographs. Post-Construction photographs will include photos of the completed and repaired work areas. Photos will include enough detail to demonstrate that the Contractor has performed repair and clean-up work. At a minimum, each site that was photographed for a pre-construction photo shall be re- photographed for the post-construction documentation.

B. Following completion of construction, the Contractor shall submit to the City a USB device with the following information:
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1. Photography table with links to color photographs for each location. Links to pre- construction photographs, construction photographs, and post-construction photographs are all required to be completed at this time. This final submittal shall contain all photographs taken and is to replace all USB devices previously submitted to the City.

C. Post-Construction video shall be made that documents the post-construction conditions of the project sites. Again, the video should include footage of all areas shown in the pre-construction video. Also, the video should include any sensitive areas as indicated by property owner’s feedback and concerns.

D. Submit one copy of each post-construction video to the Engineer immediately following completion of the work and prior to the final payment. Video shall be labeled with title, “Post-Construction Video”, the name of the project, name of the Contractor, and date(s) of videotaping. The video photographer should include enough narrative to let a viewer know the time, date and location of each separate area shown.

END OF SECTION
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CITY OF ROSEVILLE 3/3/2023

WATER DISTRIBUTION SYSTEM IMPROVEMENTS DEMOLITION AND SITE PREPARATION PROJECT 500198
SECTION 02 05 50

DEMOLITION AND SITE PREPARATION
PART 1 - GENERAL

1.01 SUMMARY
A. Demolition and site preparation includes all clearing, grubbing and demolition Work.

1.02 JOB CONDITIONS
A. The Contractor shall determine the actual condition of the site as it affects the Work.

B. In General, the demolition will include:

1. Clearing and Grubbing.

2. The removal and disposal of any material, debris and appurtenances as required to complete the work.

3. Other demolition as required to complete the work.

1.03 QUALITY ASSURANCE
A. General: All work shall be performed in accordance with the local building codes, State Industrial Safety Orders and requirements of the Occupational Safety and Health Act requirements.

B. Schedule: Demolition must be scheduled to allow all existing services and utilities to remain in continuous operation as long as possible. No interruption in operation will be permitted without authorization from the Owner’s Representative. Contractor shall provide any temporary means and facilities required to keep the required services in operation when the normal means requires interruption.

C. Protection

1. Demolition shall be performed in such a manner as to not harm adjacent structures, equipment, existing landscaping or natural vegetation. a. The Contractor shall assume full responsibility for such disturbance. b. All costs of any such repair, rehabilitation, or modifications shall be borne by the Contractor.
c. Existing facilities not scheduled for demolition, which are damaged by construction activities, shall be repaired or replaced at the City’s discretion and at the Contractor’s expense.

2. The Contractor shall provide such protection and means as may be required to transfer material to the ground.
a. Throwing, dropping or permitting the free fall of material and debris from heights which would cause damage to other work, existing structures, or equipment; undue noise or nuisance; or excessive dust is expressly prohibited.

D. Protect existing trees and other vegetation to remain against damage.

1. Do not smother trees by stockpiling construction materials or excavated materials within drip line.

2. Do not permit foot or vehicular traffic or parking of vehicles within drip line.

3. Provide temporary protection as required.
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS DEMOLITION AND SITE PREPARATION PROJECT 500198
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION

3.01 GENERAL
A. The Contractor shall notify the Owner’s Representative when demolition is complete.

3.02 PERFORMANCE
A. Clearing and Grubbing

1. The site of all open-cut excavations and areas to be cleared, shall be cleared and grubbed prior to excavation.
a. Unless otherwise specified, the Contractor shall remove obstructions such as brush, trees, logs, roots, root balls, heavy sod, vegetation, rock, stones larger than 6 inches in any dimension, broken or old concrete and pavement, debris, and structures.
b. Clearing and grubbing in areas of structural improvement such as concrete structures shall be cleared and grubbed as above except that obstructions larger than 2 inches in any dimension shall be removed.

3.03 SALVAGE
A. None

3.04 REMOVED MATERIAL AND DEBRIS
A. Where Contractor is directed on the Drawings to “Demolish” or “Remove” material or facilities it is understood that the material will be removed and disposed of offsite unless specifically stated otherwise or directed by the Owner’s Representative.

B. All removed material and debris shall become the property of the Contractor and shall be removed from the site.

C. Materials and debris generated by demolition activities shall not be allowed to accumulate. Debris shall be removed daily and disposed of in a lawful manner.

3.05 RESTORATION
A. Restore adjacent structures and facilities damaged during demolition or other construction to original or better condition.

END OF SECTION
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS PROTECTION, TESTING, AND PROJECT 500198 RESTORATION OF EXISTING FACILITIES
SECTION 02 07 50

PROTECTION, TESTING, AND RESTORATION OF EXISTING FACILITIES PART 1 - GENERAL REQUIREMENTS

1.01 SCOPE
A. This section is intended to include requirements associated with protection, testing, and restoration of existing facilities such as underground utilities, sprinkler systems, utility poles, surface improvements, and survey markers.

B. The Contractor shall provide all materials and equipment to accomplish the work described. Materials shall comply with the governing agency specifications.

1.02 NOTIFICATION OF UTILITIES
A. Utility Owners and the City of Roseville are to be contacted by the Contractor prior to any excavation activities requesting locations on underground utilities and services on a street by street basis. Should any apparent interferences exist, the Engineer shall be immediately notified.

B. Contractor shall utilize the services of Underground Service Alert (USA) And shall obtain a USA ticket and keep the ticket current during excavating. USA may be contacted at 1-800-227-2600.

C. In the event that a conflicting utility is damaged, the utility owner shall be notified immediately and given the opportunity to specify alternative repair materials or methods.

1.03 PROTECTION OF FACILITIES
A. The Contractor shall take all necessary measures to avoid damage to existing surface and underground utility facilities in and near the site of the work. No error or omission on the drawings shall be construed to relieve the Contractor from his responsibility to protect all underground pipes, conduits, cables or other structures. The Contractor shall indemnify the City of Roseville and hold it harmless from any and all claims, demands, or liability made or asserted by any person or entity on account of, or in connection with any damage to such surface or underground facilities caused by the Contractor or any of his agents or subcontractors.

B. Exact locations and depths of all underground utilities shall be verified, by uncovering, prior to commencing any WORK activities. When such exploratory excavations show the underground utility locations as indicated in Contract Documents to be in error, the Contractor shall immediately notify the Engineer in writing.

C. The drawings for the Work show the underground utilities on the site insofar as they are known to the City. The drawings may not show facilities apparent from visual inspection of the site or service laterals or appurtenances, the existence of which can be inferred from the presence of other visible facilities such as buildings, meters, junction boxes, etc., on or adjacent to the construction site.

D. The Contractor shall make the necessary arrangements to have a PGE inspector verify the crossing of PGE facilities. This includes, but is not limited to, notifying a PGE inspector if the existing gas line being crossed has pre-existing or failing condition (e.g. coating delamination). Prior to backfill, the Contractor shall get the PGE inspector’s 02 07 50-2
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authorization (e.g. written acknowledgement) that gas line is in satisfactory condition to be backfilled.

E. Any excavation within 5-feet of existing overhead utility poles requires notification of Roseville Electric and coordinate a minimum of 2-weeks in advance of doing the work.

Contact Joseph McKinney at (916) 241-6776.

1.04 INTERRUPTION TO UTILITIES
A. Where utilities are to be relocated, Contractor shall make proper application to the owners of the conflicting utilities and notify Engineer of specified time and conditions of necessitated WORK.

B. All restorations made to utilities shall be inspected and approved by an authorized representative of the utility before being concealed by backfill or other WORK.

C. No additional compensation for any breaks or other delays associated with working around existing utility lines (gas, water, sewer, irrigation, etc.) will be made. The Contractor assumes the responsibility to protect such utilities in their current condition and location and if damaged shall not claim loss of production nor seek reimbursement should the Contractor cause damage to the utility.

D. Contractor is responsible and assumes all liability to retain and protect all utility poles within or beyond the specified pay limit.

E. Contractor is responsible and assumes all liability to protect all curb, gutter, and drain inlets within or beyond the specified pay limit.

F. Contractor accepts responsibility for repair of utilities damaged during construction whether shown on the plans or not.

1.05 UNIDENTIFIED EXISTING UTILITIES
A. If, in the performance of the work, an existing facility is encountered which is not shown on the drawings and is not apparent or inferable from visual inspection of the site, the Inspector shall be notified immediately. The City will determine whether the drawings or specifications shall be modified, or whether existing utility shall be relocated or whether the Contractor shall work around the existing utility. If appropriate, the determination of the City shall be incorporated in a Change Order for extra work pursuant to the General Conditions.

1.06 PROTECTION OF SURVEY AND STREET MARKERS
A. Survey markers or other existing street markers shall not be destroyed, removed, or otherwise disturbed without proper authorization. No pavement breaking or excavation shall be started until all surveyor or other permanent marker points that will be disturbed by the construction operations have been properly referenced for easy and accurate restoration by the Contractor.

B. All survey markers or points disturbed, will be accurately restored by the Contractor after all WORK is complete. The Contractor is responsible to replace survey markers per the City of Roseville’s Design and Construction Standards and obtain approval from the City prior to final closeout of the project.

1.07 PROTECTION OF TREES
A. Any construction work within the drip line of any tree shall conform the following. 02 07 50-3
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1. No tree shall be removed without the expressed written permission of the City and the property owner.

2. Hand excavation may be required to avoid damage to roots 2 inches in diameter and larger. Cutting or breaking roots 2 inches in diameter or larger may require trimming of the tree to the satisfaction of the property owner or City of Roseville.

1.08 DECORATIVE HARDSCAPE
A. The Contractor shall make their own observation of properties where decorative hardscape exists (e.g. stamped and/or colored concrete, pavers, rock, decorative curbing, decking) that may be impacted by the Contract work. Any decorative hardscape impacted shall be the Contractor’s sole responsibility to repair or replace the in-kind or better at no additional cost to the City. The Contractor shall coordinate with the property owner and make any necessary repairs or replacements to the property owner’s satisfaction. All costs for making such repairs or replacement shall be included in the GMP.

PART 2 - PRODUCTS

2.01 REPLACEMENT IN KIND
A. Unless indicated otherwise or specifically authorized by a utility owner, reconstruct utilities with new material of the same size, type, and quality as that removed.

B. Unless indicated otherwise or specifically authorized in writing by the property owner, all repairs or replacement to landscape and hardscape on private property shall be of new material to in-kind or better materials.

PART 3 - EXECUTION

3.01 GENERAL
A. Replace per the City of Roseville Design and Construction Standards all improvements such as curbs and gutters, drain inlets, barricades, speed tables, traffic islands, signalization, fences, signs, etc. that are cut, removed, damaged, or otherwise disturbed by construction.

B. Where utilities are parallel to or cross the construction, but do not conflict with the permanent work to be constructed, follow the procedures given below and as indicated in the drawings. Notify the utility owner a minimum of 48 hours in advance of the crossing and coordinate the construction schedule with the utility owner's requirements.

C. Determine the true location and depth of utilities and service connections that may be affected by or affect the work by potholing the utility. Determine the type, material, and condition of these utilities. All investigative results shall be provided to the engineer a minimum of 14-days in advance in order to provide sufficient lead time to resolve unforeseen conflicts, order materials and take appropriate measures to ensure that there is no delay in work.

3.02 PROCEDURES
A. Protect in place: Protect utilities in place, unless abandoned, and maintain the utility in service, unless otherwise specified.
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B. Cut and Cap Ends: Cut abandoned utility lines and cap the ends Legally dispose of cut pipe and other removed items.

C. Tees or outlets cut and capped on existing waterlines remaining in service will be subjected to the same leak standards as new pipe. Contractor shall account for thrust and pressure in the existing line when cutting and capping outlets.

D. Remove and Reconstruct: Where indicated in the drawings, or as required by the City’s Representative, remove the utility and, after passage, reconstruct it with new materials. Provide temporary services for the disconnected utility.

3.03 COMPACTION
A. Utilities Protected in Place: Contractor shall backfill and compact under and around the utility.

B. Sewer Crossing Procedures – When crossing a sewer service, lateral or main the contractor shall protect the existing facility in place. Backfill material between the sewer service, lateral or main and the waterline shall be CLSM unless specified otherwise in the plans. Any damaged sewer service, lateral or main shall be replaced per the City of Roseville’s Design and Construction Standards at the Contractor’s expense.

C. Alternative Construction – Sand Slurry: Sand slurry consisting of one sack (94 pounds) of Portland cement per cubic yard of sand and sufficient moisture for workability may be substituted for other backfill materials to aid in reducing compaction difficulties. Submit specific methods and procedures for the review of the City’s Representative prior to construction.

3.04 LAWN/LANDSCAPE REPLACEMENT
A. Any lawns damaged by construction shall be replaced with nursery grown sod matching the existing grass type at no cost to the City. Every attempt shall be made to satisfy the property owner that the repair has been made to restore private property to pre-construction conditions. Seeding may be allowed on a case by case basis to achieve better match with existing grass, if adequate soil preparation is performed and watering arrangements are made with the owner.

B. All landscaping, including plants, flowers, and/or other vegetation damaged by construction shall be replaced or repaired at no cost to the City. Every attempt shall be made to satisfy the property owner that the repair has been made to restore private property to pre-construction conditions.

3.05 YARD STRUCTURES/HARDSCAPE
A. Any structures including fences, walkways, concrete, asphalt, pavers, decking, etc. damaged by construction shall be replaced or repaired at no cost to the City. Every attempt shall be made to satisfy the property owner that the repair or replacement has been made to restore private property to pre-construction conditions.

3.06 PAVEMENT AND STRIPING
A. All pavement and striping disturbed during the project shall be replaced in kind with the exception of minor residential streets, where striping can be replaced with standard paint in lieu of thermoplastic striping. Pavement and striping within commercial areas shall be approved by the property owner. Approvals shall be provided to the City in the form of a letter signed by the owner.
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3.07 PRIVATE UTILITIES
A. All private utilities disturbed during the project such as irrigation systems, yard lighting systems, etc., shall be replaced or repaired at no cost to the City. Every attempt shall be made to satisfy the property owner that the repair has been made to restore private property to preconstruction conditions.
**END OF SECTION**

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THIS PAGE IS INTENTIONALLY LEFT BLANK
02 20 00-1
CITY OF ROSEVILLE 3/3/2023

WATER DISTRIBUTION SYSTEM IMPROVEMENTS EARTHWORK
PROJECT 500198
SECTION 02 20 00

EARTHWORK
PART 1 - GENERAL

1.01 SUMMARY
A. This section specifies earthwork activities consisting of excavation, filling, grading, and excess material control for non-trenching work.

B. For Trenching, see Section 31 23 33 – Trench Excavation Backfill Compaction C. Naturally Occurring Asbestos: See Specification Section 02 00 00

1.02 REFERENCES
A. The following documents are a part of this section insofar as they are specified and modified herein. In case of conflict between the requirements of this Section, and the following documents, the requirements of this section shall prevail.

Reference Title
California Test Method 217 Method of Test for Sand Equivalent ASTM C136 Method of Test for Sieve or Screen Analysis of Fine and Coarse Aggregates
ASTM D420 Standard Recommended Practice for Investigating and Sampling Soil and Rock for Construction Purposes
ASTM D1556 Method of Test for Density of Soil in Place by the Sand- Cone Method
ASTM D1557 Method of Test for Moisture-Density Relations of Soils, Using 10 lb. (4.5 kg) Hammer and 18 in. (457 mm) Drop
ASTM D2049 Standard Test Method for Relative Density of Cohesionless Soils
ASTM D2922 Standard Test Method for Density of Soil and Soil- Aggregate in Place by Nuclear Methods (Shallow Depth)
ASTM D2419 Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate
ASTM D3017 Method of Test for Moisture Content of Soil and Soil Aggregates in Place by Nuclear Methods (Shallow Depth)
ASTM D4318 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils
Caltrans Standard Specifications

1.03 DEFINITIONS
A. Compaction: The degree of compaction is specified as percent of relative compaction.

The relative compactions refer to the maximum relative densities of soil obtainable at optimum moisture content.
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS EARTHWORK
PROJECT 500198
B. Excavation Slope: Excavation slope shall be defined as an inclined surface formed by removing material from below existing grade.

C. Embankment Slope: Embankment slope shall be defined as an inclined surface formed by placement of material above existing grade.

1.04 SYSTEM DESCRIPTION
A. Refer to the project Geotechnical Engineering Study for project specific information.

1.05 SUBMITTALS
A. The Contractor shall provide submittals as required hereunder.

B. Submit current technical data for each type of material specified to prove compliance with the specifications.

C. Samples of fill materials to be used shall be submitted 20 days in advance of use.

Samples shall consist of 1.0 cubic foot of each type of material proposed. This shall include onsite materials.

1.06 QUALITY ASSURANCE
A. All soils testing will be done by a testing laboratory of the Owner’s choice and expense, except as otherwise noted.

B. The Owner’s Representative will take samples and perform tests for compliance with the specifications including Atterburg limits, specific gravity, sand equivalent, R-value, durability, moisture content, gradation, compaction, and density tests during placement of backfill materials to check compliance with these specifications.

C. The Contractor shall remove surface material at locations designated by the Owner’s Representative and provide such assistance as necessary for sampling and testing.

D. The Owner’s Representative may direct the Contractor to construct inspection trenches in compacted or consolidated backfill to determine that the Contractor has complied with these specifications.

E. The Owner will bear the costs for sampling and testing specified in this Paragraph.

F. The Contractor shall pay costs associated with retesting due to the Contractor’s failure to comply with the specifications.

PART 2 - PRODUCTS

2.01 FILL MATERIALS
A. Engineered Fill:

1. Engineered Fill material shall be a select non-expansive, granular material free from organic matter and of such size and gradation that the specified compaction can be readily obtained. Material “Atterberg” cohesive range will be defined by a liquid limit of less than 20 (% of water content) and a plasticity index of less than 12 (% of water content) and shall conform to the following gradation:

U.S. Standard Sieve Size Percent by Weight Passing
3 inch 100
3/4 inch 80-100
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PROJECT 500198
U.S. Standard Sieve Size Percent by Weight Passing
No. 4 50-100
No. 10 35-95
No. 40 15-75
No. 200 5-35
B. Select Fill:

1. Select Fill material shall be unclassified material and may be obtained from excavation on the Work site.

2. The material shall be free from peat, wood, roots, bark, debris, garbage, rubbish or other extraneous material.

3. The maximum size of stone shall not exceed 3 inches.

4. The percent of rock greater than 1 ½ inches shall not exceed 15 percent.

5. The Expansion Index shall be less than 35 percent.

6. The amount of fines passing a No. 200 sieve shall not exceed 20 percent.

C. Drain Rock:

1. Drain Rock material shall be clean crushed granular material, commonly known as coarse aggregate, conforming to CALTRANS Standard Specification Section 90-

3.02. 2. Contractor may propose 1-1/2 inch x ¾ inch gradation or 1 inch x No. 4 gradation.

However, once selected the same gradation must be used throughout the project.

3. Drain Rock shall be composed of hard, durable, and sound pieces of rock having a specific gravity of not less than 2.65.

D. Sand:

1. Sand shall be pervious backfill conforming to the following gradation:

U.S. Standard Sieve Size Percent by Weight Passing
3/8 inch 100
No. 4 90 - 100
No. 50 0 - 100
No. 100 0 - 8
No. 200 0 - 4
E. Class 2 Aggregate Base: Class 2 Aggregate Base shall be ¾-inch maximum size free from organic or other deleterious substances, in conformance with CALTRANS Standard Specifications Section 26.

U.S. Standard Sieve Size Percent by Weight Passing
1 inch 100
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS EARTHWORK
PROJECT 500198
U.S. Standard Sieve Size Percent by Weight Passing
3/4 inch 90 - 100
No. 4 35 - 60
No. 30 10 - 30
No. 200 2 - 9
Test Minimum Value
Resistance (R Value) 78
Sand Equivalent 22
Durability Index 35
PART 3 - EXECUTION

3.01 GENERAL
A. Removal of Obstructions

1. The Contractor shall remove all brush, trees, logs, stumps, roots, heavy sods, heavy growth of grass, all decayed vegetative matter, fences, and all structures where the proper construction and completion of the Work require their removal.

The Contractor shall also remove all rocks, stones, broken concrete and pavement, debris and all obstructions of whatsoever kind or character, whether natural or artificial, encountered in the Work.

2. Material that is removed as hereinbefore specified, and is not to be incorporated in the Work, shall be properly disposed of off the site.

B. Surplus Material

1. Unless otherwise specified, surplus excavated material shall be disposed of in accordance with applicable ordinances and environmental requirements.

2. No excavated material shall be deposited on private property unless written permission from the Owner thereof is secured by the Contractor. Before the City will accept the work as being completed, the Contractor shall file a written release signed by all property owners with whom the Contractor has entered into agreements for disposal of excess excavated material absolving the City from any liability connected therewith.

3. The Contractor shall satisfy himself that there is sufficient material available for the completion of the required earthwork before disposing of any material inside or outside the site. The Contractor shall replace shortage of material, caused by premature disposal of any material by the Contractor.

4. Material shall not be stockpiled to a depth greater than 5 feet above finished grade within 25 feet of any excavation or structure except for those areas designated to be pre-consolidated. For these areas, the depth of stockpiled material shall be as specified. The Contractor shall maintain stability of the soil adjacent to any excavation.
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS EARTHWORK
PROJECT 500198
C. Finish Grading

1. The finished surface around the tanks shall be aggregate base; smooth, compacted and free from irregularities. The degree of finish shall be that normally obtainable by hand raking.

2. Finished grade will be as required for proper drainage, except where a local change in elevation is required to match sidewalks, curbs, manholes and catch basins. Allowance for topsoil and grass cover, and subbase and pavement thickness shall be made so that the specified thickness of topsoil can be applied to attain the finished grade.

3. When the Work is at an intermediate stage of completion, the lines and grades shall be as specified plus or minus 0.5 foot to provide adequate drainage.

4. If the soil is to be cultivated or straw is to be incorporated into the surface, rocks larger than 2-1/2 inches in maximum dimension, roots and other debris on the surface of the slope shall be removed and disposed of prior to cultivation or placement of straw.

D. Control of Erosion

1. The Contractor shall maintain earthwork surface true and smooth and protected from erosion. Where erosion occurs, the Contractor shall provide fill or shall excavate as necessary to return earthwork surfaces to the grade and finish specified.

3.02 FILL
A. Fill material shall be placed in horizontal layers and compacted with power-operated tampers, rollers, idlers, or vibratory equipment. Material type, maximum layer depth, relative compaction, and general application are specified in the following table.

Material
Type
Maximum
Loose Layer
Depth, Inches
Minimum
Relative
Compaction,
Percent
General Application
Class 2 Aggregate
Base
8 95 Slabs on grade
Engineered Fill or
Class 2 Aggregate
Base
8 95 Below structures except as shown on the
Drawings
Engineered Fill or
Class 2 Aggregate
Base
6 90
95 Structural backfill adjacent to structures
Upper 1 foot of structural backfill
Engineered Fill or
Class 2 Aggregate
Base
8 90
95 Roadway subgrade or embankment fill
Upper 1 foot of roadway or embankment
fill
Select Fill 8 90 General fill
Select Fill 8 85 Areas to receive landscaping
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS EARTHWORK
PROJECT 500198
*Drain rock to be placed under structures shall be compacted with 2 to 4 passes of a vibrating roller into an even surface to minimize migration of finer material that may be placed on top of the rocks. Drain rock under and adjacent to structures shall be wrapped with geotextile fabric as shown or specified or as directed by the Owner’s Representative.

3.03 EARTHWORK FOR STRUCTURES
A. Structure Excavation

1. The bottom shall not be more than 0.15 foot above or below the lines and grades specified. If the elevation or structure excavation is not specified, the excavation shall be not more than 0.15 foot above or below the elevation specified for fill material below the structure. Slopes shall vary no more than 0.5 foot from specified grade unless the excavation is in rock where the maximum variation shall be 2 feet.

2. Unless otherwise specified, excavations shall extend a sufficient distance from walls and footings to allow for placing and removal of forms, installation of services, and for inspection, except where concrete is specified to be placed directly against excavated surfaces.

B. Foundation Treatment

1. The foundation of new structures shall be excavated, backfilled and compacted as specified herein. The Contractor shall make the necessary provisions to protect the foundations of existing structures adjacent to new structures against disturbance during the new foundation installation activities.

2. At the completion of the excavation, the Owner’s Representative shall inspect the bottom of the excavation. No further earthwork shall be performed prior to this inspection. Where unsuitable material is found, the Contractor shall over-excavate as directed by the Owner’s Representative.

3. Upon the Owner’s Representative's approval, the bottom of the excavation shall be scarified to a depth of 8 inches, then moisture conditioned to within two percentage points of optimum moisture content, and then shall be re-compacted to a minimum of 95 percent of maximum relative compaction.

C. Structural Fill and Backfill

1. Structural Fill and Backfill shall conform to the requirements of this Section or as shown on the Drawings. In the case of a conflict the more restrictive requirement shall govern.

2. After completion of construction below the elevation of the final grade, and prior to backfilling, forms shall be removed and the excavation shall be cleaned of debris.

3. Structure backfill shall not be placed until the subgrade portions of the structure have been inspected. No backfill material shall be deposited against concrete structures until the concrete has developed a compressive strength of not less than the specified 28 day concrete strength.

4. Backfill material shall be placed in uniform layers with uncompacted thickness of not more than 8 inches and shall be brought up uniformly on all sides of the structure. Each layer of backfill shall be compacted to a relative compaction of not less than 90 percent. The top 12 inches shall be compacted to at least 95 percent relative compaction. Where the backfill is under roadway or traffic area, the material within 12 inches below the roadbase shall be compacted to a relative compaction of not less than 95 percent. Compaction by means of water jetting or water ponding shall not be permitted.
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS EARTHWORK
PROJECT 500198

5. Unless otherwise specified, backfill around and above pipelines within the excavation line of any structure shall be the same as that specified for structures.

6. Controlled Density Fill may be used for structural backfill as shown on the Drawings.

D. Drain Rock

1. Drain rock below and around structures shall be completely encased in filter fabric. a. Seams shall be overlapped a minimum of 3 feet.
b. Repair all tears and cuts in fabric prior to backfill. c. Take precautions to not damage fabric during backfill.

2. Drain rock to be placed under structures shall be compacted with 2 to 4 passes of a vibrating compactor into an even surface to minimize migration of finer material that may be placed on top of the rocks.

3.04 EXCAVATION AND BACKFILL FOR PIPELINES AND CONDUITS A. Excavation

1. Unless otherwise specified or indicated, excavation for pipelines and conduits shall be open cut. Trenching machines may be used except where their use will result in damage to existing facilities.

2. Where, in the opinion of the Owner’s Representative, the undisturbed condition of the natural soils below the excavation grades indicated or specified is inadequate for the support of the planned pipeline, the Owner’s Representative will direct the Contractor to over-excavate to adequate supporting soils and backfill the excavated space to the proper elevation.

3. Unless otherwise shown, trenches shall be excavated at least 6 inches below the final elevation of the barrel of the pipe.

B. Trench Width

1. The maximum and minimum allowable trench width shall be as shown in the City Standard Details or the contract drawings. The maximum width shall be inclusive of all sheeting, lagging and bracing.

2. Wherever the maximum allowable trench width is exceeded for any reason, the Contractor shall provide improved bedding and/or extra strength pipe, as directed by the Owner’s Representative.

3. All pipelines shall have minimum of 6 inches bedding material below the barrel of the pipe. Bedding shall be placed and compacted as specified for initial trench backfill and shall be placed to provide uniform support for the pipe.

4. Where, in the opinion of the Owner’s Representative, stabilization of the undisturbed foundation below the 6-inch bedding of the over-excavated depth as shown is required because of the soft, spongy or unstable condition, backfill selected by the Owner’s Representative shall be placed in the trench bottom.

Stabilization measures will be required per the City’s Standard Details.

C. Initial Backfill

1. After the pipe has been properly laid and inspected, initial backfill shall be placed around the pipe to a depth over the pipe as shown in the Drawings. The backfill material shall be placed in horizontal layers and compacted by power-operated tampers, rollers, or vibratory equipment to the relative compaction in accordance with Fill Requirements. Jetting of bedding or initial backfill is not allowed. 02 20 00-8
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS EARTHWORK
PROJECT 500198

2. Each layer shall be compacted to the specified relative compaction prior to placing subsequent layers. The thickness of the loose layer may be increased, at the City’s discretion, when in-place compaction tests satisfactory to the Owner’s Representative show that the specified relative compaction can be obtained. No further backfilling will be permitted until the Owner’s Representative has accepted the initial backfill.

D. Subsequent Backfill

1. Above the level of initial backfill, the trench shall be filled with material as specified unless otherwise indicated on the Drawings. The backfill material shall be placed in horizontal layers and shall have a moisture content such that the required degree of compaction may be obtained. Each layer shall be compacted by power- operated tampers, rollers or other suitable equipment to the relative compaction as indicated in same table. Each layer shall be compacted to the specified relative compaction prior to placing subsequent layers.

3.05 SITE FILL
A. Unless otherwise specified general site fill material shall be Select Fill or Engineered Fill compacted to a relative compaction of at least 90 percent. If the existing slope in an area to be filled is steeper than 5:1, the Contractor shall bench the area prior to filling.

END OF SECTION
02 49 10-1
CITY OF ROSEVILLE 3/3/2023

WATER DISTRIBUTION SYSTEM IMPROVEMENTS TRENCHLESS PIPE INSTALLATION PROJECT 500198
SECTION 02 49 10

LANDSCAPE REPAIRS
PART 1 - GENERAL

1.01 DESCRIPTION
A. The Contractor shall furnish all labor, equipment, and materials necessary to perform the following work as indicated on the drawings and specified herein:

1. Finish Grading

2. Lawn and Grass Restoration

3. Concrete and Hardscape Restoration

4. Soil Preparation

5. Clean Up

6. Maintenance

7. Guarantee

1.02 RELATED WORK AND REFERENCES
A. Section 02 07 50 – Protection, Testing, and Restoration of Existing Facilities ASPA (American Sod Producers Association) -Guideline Specification for Sodding

1.03 EXISTING CONDITIONS
A. Before submitting GMP, the Contractor shall visit the site and become familiar with all conditions relative to landscaping, hardscape, elevations, soils, area of work, clearances, etc.; no extra payment will be allowed for work occasioned by improper appraisal of existing conditions. Contractor shall document existing conditions with photographs and video per the City of Roseville’s Design and Construction Standards and Specification 01 38 00 - Photographs.

B. Existing landscaping and hardscape shall be preserved wherever possible.

1.04 PROPERTY OWNER COORDINATION
A. The Contractor is made aware that the City has not made any Right of Entry agreements with property owners within the project area. The Contractor shall be solely responsible for preparing and distributing project notifications and coordinating any activity on private property with the property owner. Contractor is required to provide copies of notification materials in advance for approval. Contractor must also inform the City when properties are provided notifications.

1.05 LANDSCAPING
A. Contractor shall replace all damaged landscaping with plants similar in variety, size, and shape to the existing landscaping. In the event that like landscaping is not commercially available, the Contractor shall coordinate with the property owner for a replacement. In no case will the Contractor be required to replace landscaping to a higher value than the existing without additional considerations from the City.

1.06 HARDSCAPING
A. Concrete, asphalt, pavers, and other hardscaping shall be sawcut as appropriate and replaced. Repairs shall be made to the City of Roseville’s Design and Construction Standards, contract specifications, and the Owner acceptance. Alternative methods of repair shall be approved by the property owner and the City Representative. 02 49 10-2
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS TRENCHLESS PIPE INSTALLATION PROJECT 500198
B. Replacement of hardscaped surfaces shall match existing to the fullest extent possible including, but not limited to, exposed aggregate, stamped concrete, colored concrete, brick, stone, bark, wood, planter box, etc.

1. Decorative hardscape repairs or replacements will require the Contractor to matching stamps, colors, paver types, and material type, etc.

C. Contractor’s personnel physically performing this replacement work shall have a minimum of five (5) years of experience in performing related hardscape work and shall demonstrate a high level of competence.

1.07 DELIVERY, STORAGE, AND HANDLING
A. Deliver Sod to the site on palettes within 24 hours of stripping.

B. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of manufacturer.

PART 2 - MATERIALS

2.01 SOIL CONDITIONER
A. Shall be treated bark, 1/4" size, Vita-Bark Nursery Mix, or equal.

2.02 GROWING MEDIA
A. Topsoil: Natural, fertile, agricultural soil capable of sustaining vigorous plant growth, not in frozen or muddy condition, containing not less than six (6) percent organic matter, and corrected to pH value of 5.9 to 7.0. Free from subsoil, slag, clay, stones, lumps, live plants, roots, sticks, crabgrass, cough grass, noxious weeds, and foreign matter. Not exceeding twelve (12) inches in depth.

B. Fertilizer: Use commercial fertilizer formulation required by soil analysis. Deliver fertilizer mixed as specified in standard size bags showing weight, analysis, name of manufacturer. Store in a weatherproof storage location in such a manner that it will be kept dry and its effectiveness will not be impaired.

2.03 HYDRO MULCH AND SEEDING
A. Provide hydro-mulch and seeding (if approved in lieu of sod) for any lawn or landscape area disturbed.

PART 3 - EXECUTION

3.01 PRE-CONSTRUCTION DOCUMENTATION
A. Prior to construction, the Contractor will document the conditions of all surface features of the affected areas.

3.02 FINISH GRADING
A. Drainage: make entire area within the impacted area smooth and even and ensure adequate drainage of all areas. There shall be no depressed areas where water is trapped creating wet or ponding areas. Should this be discovered by the City before or after completion of the landscape, the Contractor shall correct the problem at no expense to the City.

B. Finish Grades: Ensure that finish grades shall be 1/2" below surface of paved areas. 02 49 10-3
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS TRENCHLESS PIPE INSTALLATION PROJECT 500198
C. Scars: Eliminate any erosion or construction scars.

D. Private Concrete and Pavers Areas: The Contractor shall prepare the subgrade under the existing concrete or paver area to match that of the existing condition. Compact subgrade to a minimum 90% relative compaction.

3.03 SOIL PREPARATION
A. All areas to be seeded or shrub planting beds shall be cleared and weeded. Fertilizer shall be applied in accordance with the recommendations of the nursery supplying the plants.

3.04 PLANTINGS
A. Trees: Plant, stake, fertilize and provide initial watering in accordance with supplying nursery recommendations.

B. Shrubs: Plant, support, fertilize and provide initial watering in accordance with supplying nursery recommendations.

C. Sod: Sod shall match the existing grass type and shall be planted, fertilized, and watered in accordance with supplying nursey recommendations.

3.05 WEED CONTROL
A. Apply pre-emergent weed control to all shrub planting beds after completion of all planting. Follow manufacturer's direction. Do not allow any weed control in the seeded areas. After applying the pre-emergent weed control, do not over-water any areas to prevent the washing away of pre-emergent weed control.

B. If the area has existing weed barrier fabric that is damaged, replace in kind.

3.06 MAINTENANCE
A. Until the City’s Acceptance of Project: The 2-month maintenance period will commence upon completion of the repairs and/or tree and shrub planting as verified by the City Representative as a result of an on-site visit. Completion of the maintenance period shall be verified by another on-site visit. The Contractor shall request both on-site visits, in writing, five days in advance. If landscaping or maintenance is unacceptable, the maintenance period shall continue until final acceptance of the job by the City Representative.

B. Replacements: All dead plant materials and all plants not in a vigorous growing condition at the end of the maintenance period shall be replaced as weather conditions permit. Plants used for replacement shall be of the same variety and size (where possible) as those originally planted and shall be planted as specified.

C. Maintenance: Maintenance shall include all watering, reseeding, spraying, pruning, and weeding necessary to keep the planting areas neat and attractive throughout the maintenance period.

D. The Contractor is not expected to engage in long term maintenance of the new plantings. However, he shall maintain the plantings until the completion of the 2- month maintenance period referenced in Section 3.06 or as noted below. While the Contractor is maintaining the plantings, the following conditions shall be met.

1. Water all plants and grass as needed to promote growth and health to re-establish new plantings. Water grass sufficient to moisten soil 3-5 inches deep. Contractor 02 49 10-4
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shall continue watering activities until receiving final project acceptance from the City Representative.

2. Replant damaged areas.

3. Roll when necessary to remove minor depressions or irregularities.

4. Control growth of weeds. When using herbicides, apply in accordance with manufacturer's recommendations. Remedy damage resulting from negligent or improper use of herbicides. Only use herbicides with the permission of the property owner. If the property owner does not allow the use of herbicides, Contractor will not be liable for weed control.

E. Sprinkler Systems

1. With cooperation of the owner, contractor shall operate existing sprinkler system prior to any construction that may affect the system.

2. With cooperation of the owner, ensure sprinkler system settings are adequate to ensure adequate watering of the newly placed plantings.

3. Contractor shall submit a report of findings to the inspector of the system pre- construction condition and post-construction condition. The irrigation system shall not be in worse condition than originally reported.

4. Contractor shall be responsible for watering as necessary to re-establish plantings where no functioning irrigation systems exist.

3.07 CONCRETE AND PAVERS
A. The Contractor shall coordinate with property owner regarding the extent of the repairs and how the Contractor intends to make the repairs. The Contractor shall demonstrate to the property owner’s satisfaction what the repair will look like (e.g. color, texture and pattern, shape) and must get written agreement of the property owners’ satisfaction of the repair or replacement. The Contractor shall submit the written agreements to the City Representative as a condition of acceptance.

3.08 POST CONSTRUCTION DOCUMENTATION
A. Produce Post-Construction photographs and video per the City of Roseville’s Design and Construction Standards and Section 01 38 00 – Photographs **END OF SECTION**

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WATER DISTRIBUTION SYSTEM IMPROVEMENTS CAST-IN-PLACE CONCRETE PROJECT 500198
SECTION 03 30 00

CAST-IN-PLACE CONCRETE
PART 1 - GENERAL

1.01 SUMMARY
A. Description of Work: Provide concrete work, complete in-place in accordance with the Contract Documents, including formwork, placement and finishing.

B. Related Work Specified Elsewhere: The General and Supplementary Conditions and applicable sections of Division 1 form a part of this Section.

1.02 REFERENCE DOCUMENTS
A. Standard Specifications: Whenever the words "Standard Specifications" are referred to in this Specification, the reference is to the State of California, Department of Transportation (CAL-TRANS), Standard Specifications Latest Edition. Standard Specifications paragraphs regarding measurement and payment are excluded.

1.03 SUBMITTALS
A. Submit all items specified in this Paragraph:

1. Cement Certification

2. Aggregate Certification

3. Curing Method and Curing Material Proposed

4. Admixtures (if any)

5. Mix Design

6. Current (within the last 6 months) break data

1.04 QUALITY ASSURANCE
A. All concrete for the project shall be controlled concrete of specified strengths, of uniform color, and free from defects liable to adversely affect strength or durability of the structure or its components.

B. Workmanship: Materials and methods used for the production and placement of concrete shall be such as to assure the specified quality and shall conform to applicable requirements of the Building Code for Reinforced Concrete (ACI 318 and ACI 614) of the American Concrete Institute, except as otherwise specified in this Section.

C. Defective Concrete Surfaces shall be repaired or replaced as directed at no additional expense to the City.

D. Uniformity of Concrete: All aggregates shall be measured by weight or by an equivalent accurate method and the proportion of water to cement shall be accurately controlled by either automatic measuring devices or calibrated containers. All concrete placed shall be of uniform strength and color appearance as well as surface texture.

PART 2 - PRODUCTS

2.01 CONCRETE MATERIALS
A. Portland Cement: ASTM C150, Type II, low alkali. All cement used shall be of one manufacturer.
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B. Water: Clean and free from deleterious amounts of acids, alkalis, salts and organic matter.

C. Sand: Clean, washed river sand.

D. Air Entraining Agents shall be used where specified hereinafter.

1. Approved agents are Sika AER, Master Buildings MBAE-10, Darex AERA and Protex AEA.

2. For concrete exposed to freeze/thaw cycles, de-icing chemicals or other chemicals, entrained air content shall be between 5 and 7 percent by volume.

E. Curing Compound: Liquid membrane, ASTM C309, Type I.

F. Curing Sheet Material: ASTM C171.

G. Admixtures: Except for air entraining agents and water-reducing admixtures, no other admixtures shall be used without written approval from the Engineer.

1. Calcium chloride will not be permitted for use in concrete under any circumstances.

H. Concrete Mixing

1. Ready-Mixed Concrete: ASTM C94 except as otherwise specified herein.

2. Temperature of concrete shall be 80 degrees Fahrenheit maximum at time of placing.

I. Concrete Adhesive

1. Concrete adhesive shall be "Concresive" epoxy polysulfide or equivalent Sika product or equal.

2.02 MIX DESIGN
A. Cement Content shall contain not less than six 94 lb sacks of Portland cement per cubic yard.

B. Aggregate Size: 3/4"
C. Maximum Slump: 4” for all concrete as determined by ASTM C143.

D. Contractor may substitute fly ash for up to 15 percent of cement at a rate of 1.5 lbs fly ash for each 1 lb of cement.

E. Water cement ratio:

1. Shall not exceed 0.40 for water containment structures.

2. Shall not exceed 0.45 for other structures.

F. Volume ratio of fine to total aggregates:

Coarse
Aggregate
Size
Minimum
Ratio
Maximum
Ratio
3/8"
1/2"
3/4"
1"
1-1/2"

0.45 0.40

0.35 0.30

0.25 0.50

0.50 0.50

0.46 0.42
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G. Initial set:

1. 5-1/2 hours +1 hr after water and cement are added to the aggregates as determined by ASTM C403.

2. Adjust retarder quantities to compensate for temperature and job condition variations.

H. Admixtures:

1. Content, batching method, and time of introduction in accordance with the manufacturer's recommendations for compliance with this specification.

2. Include a water reducing admixture.

3. Calcium chloride is not permitted.

4. Superplasticizer may be required. A separate submittal and approval are required.

Slump tests shall be taken at the batch plant prior to addition, if a superplasticizer is used.

I. Strength: Minimum compressive strength as determined by ASTM C39 for concrete structures:

Age
Concrete
Structures
Minimum
Strength
Thrust
Block
Minimum
Strength
7 days
28 days
2,500 psi
3,000 psi
2,000 psi
3,600 psi
J. Consistency:

1. Suitable for the placement conditions.

2. Slump uniform.

3. Aggregate floating uniformly throughout the concrete mass.

4. Flow sluggishly when vibrated or spaded.

2.03 FORM MATERIALS
A. Forms shall be new materials of Douglas Fir, Construction Grade, S1S2E, or Douglas Fir Plywood, five-ply, 5/8-inch, B-B Plyform, Class 1 Exterior Type with mill-oiling treatment omitted.

B. Adequacy of the form, bracing, and shoring shall be the sole responsibility of the Contractor. The design shall meet the requirements of ACI 301.

C. Forms shall be mortar tight.

D. Lumber: Straight; uniform width and thickness; and free from knots, offsets, holes, dents, and other surface defects.

E. Form coating: Industrial lubricants "Nox-crete Form Coating," W. R. Meadows "Durogard," PRECO "Reebol Form Cote," or equal.

F. Form ties: Removable end, permanently embedded body type not requiring auxiliary spreaders, with cones on outer ends, embedded portion 1-inch minimum back from concrete face. If not provided with threaded ends, then they shall be constructed for breaking off ends without damage to concrete.
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2.04 REINFORCING MATERIALS
A. Reinforcing Bars: ASTM A615, Grade 60.

B. All reinforcing bars shall be stored so as to prevent contact with the earth.

C. Insert Anchor: Red Head as manufactured by ITT Phillips Drill Division.

2.05 EXPANSION JOINT FILLER
A. Unless otherwise shown on the Drawings, expansion joint filler shall be asphalt saturated fiber in accordance with ASTM-D 1751. Joint filler shall be 1/2-inch thick by depth of slab minus 1/2-inch, unless otherwise noted.

2.06 SEALANT
A. Sealant to seal expansion joints and crack control joints shall be as follows:

1. W.R. Meadows #164 Polymer Sealing Compound or Sof-Seal or equal.

PART 3 - EXECUTION

3.01 ACCEPTANCE AT SITE:

A. Prepare a delivery ticket for each load of ready-mixed concrete.

B. Truck operator shall hand ticket to City Representative at the time of delivery.

C. Ticket to show actual:

1. Quantity delivered in cubic yards

2. Actual amount of each material in batch.
a. Cement - lbs
b. Water – lbs
c. Coarse aggregate
d. Fine aggregate
e. Additives

3. Outdoor temperature in the shade.

4. Time at which cement was added.

5. Truck, project, and mix design identification number.

6. Time water was added to the load.

D. Failure to provide the delivery ticket will be cause to reject the load.

E. Time Limits:

1. Mix designs including retarder: Failure to arrive at jobsite within 90 minutes after the addition of water will be cause to reject the load.

2. Mix designs not including retarder: Failure to arrive at jobsite within 60 minutes after the addition of water will be cause to reject the load.

3.02 FIELD QUALITY CONTROL
A. City Representative furnished:

1. Perform field control test:
a. Tests by qualified personnel.
b. Make tests in presence of City Representative.
c. Provide all equipment, supplies, and the services of one (1) or more employees, as required.
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d. The test frequencies specified are minimum, perform additional tests as required by the job conditions.

2. Aggregate gradation: Sample and test in accordance with ASTM D75 and C136. a. Fine aggregates: Each 100T.
b. Coarse aggregates: Each 200T.

3. Fly ash: Sample and test each 25T in accordance with ASTM C143.

4. Slump: perform a test for each truck load in accordance with ASTM C143.

5. Compression tests:
a. Make one (1) set of four (4) cylinders from each truck load. b. Test one (1) cylinder in each set at seven (7) days. c. Test two (2) cylinders in each set at twenty eight (28) days. d. The other cylinder is to be a spare to be tested at the City Representative's discretion.
e. City Representative will evaluate in accordance with ACI 214 and ACI 318. f. Make cure, store, and deliver cylinders in accordance with ASTM C31. g. Test in accordance with ASTM C39.
h. Mark or tag each set of test cylinders with the date and time of day the cylinders were made, the location in the work where the concrete represented by the cylinders was placed, the delivery truck or batch number, the air content, and the slump.

B. Contractor furnished:

1. Provide materials from each truck for test cylinders.

2. Cooperate with testing agency to provide test prior to placement of each load.

3. Provide all mix design testing.

4. Pay for all retesting of concrete which does not meet specifications during the initial test.

3.03 FORMS
A. Build and erect forms to conform to the required shapes, patterns, lines, grades and dimensions indicated. Forms shall be substantial and tight to prevent leakage of mortar and shall be properly braced and tied together to maintain position and shape. Provide chamfered corners where indicated.

B. Concrete work out of alignment, level or plumb, will be cause for rejection of the whole work affected, and if so, rejected such work shall be removed and replaced at no increase in cost to the City.

C. Conform to ACI 347 as modified herein.

D. Surfaces exposed to view.

1. Prefabricated plywood panel forms, job-built plywood forms, or forms lined with plywood or fiberboard.

2. Laid out in a regular and uniform pattern with long dimensions vertical and joints aligned.

3. Produce finished surfaces free from offsets, ridges, waves, and concave or convex areas.

4. Maximum deviation from a true plane: 1/8-inch in 6 feet.

E. Plywood or lined forms are not required for surface (buried by backfill) not normally submerged or not normally exposed to view.

F. Other types of forms may be used:
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1. For surfaces not restricted to plywood or lined forms.

2. As backing for form lining.

G. Provide forms above all extended footings.

H. When placing concrete against gravel or crushed rock not containing 25 percent minimum material passing a No. 4 sieve:

1. Provide polyethylene film to protect concrete from water loss.

2. Lap joints 4 inches.

I. Size and space walers, studs, internal ties and other form supports so proper working stresses are not exceeded.

J. Form concrete column supported beams and slabs so column forms may be removed without disturbing beam and slab form supports.

K. Where the top of a wall will be exposed to weathering, stop form on at least one side at true line and grade.

L. Other locations to be finished to a specified elevation, slope, or contour, bring form to true line and grade and provide a wooden guide strip at the proper location in the forms for finishing the top surface with a screed or template.

M. At horizontal construction joints in walls, stop the forms on one side not more than 2 feet above the joint.

N. Provide temporary opening at the bottom of columns and wall forms and wherever necessary for cleaning and inspection.

O. Install form ties on exposed surfaces in uniformly spaced vertical and horizontal rows.

P. Provide chamfer strips.

1. To bevel salient edges and corners.

2. To bevel salient edges of equipment bases.

3. 3/4-inch bevel.

Q. Do not remove or disturb until concrete has attained sufficient strength to safely support all dead and live loads.

R. Leave shoring beneath beams and suspended slabs in place and reinforce as required by construction equipment and materials.

S. Remove forms carefully to prevent surface gouging, corner or edge breakage and other damage.

3.04 REINFORCEMENT FABRICATION
A. Steel reinforcement shall not be bent or straightened in a manner that will injure the material. Bars with kinks or bends not shown on the Drawings shall not be used.

Heating of the bars for bending or flame cutting will not be permitted.

3.05 REINFORCEMENT PLACEMENT
A. Placement: All reinforcement shall be accurately formed and set in place, lapped, spliced, space rigidly and securely held in place, tied with the specified wire at all splices and crossing points.

B. Cleaning: Reinforcing steel, at the time the concrete is placed around it, shall be cleaned of rust, scale, mill scale or other coatings that will destroy or reduce bond. 03 30 00 - 7
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C. Except at contact splices, minimum clear distance between bars, is to be the greater of:

1. Nominal diameter of bars.

2. 1.5 times maximum size of coarse aggregate.

3. 1-1/2 inch in columns.

4. 1-inch in beams.

5. 2 inches in other locations.

D. Where beam reinforcement is placed in 2 layers, place bars in upper layer directly above bars in lower layer.

E. Do not install reinforcement for beams and slabs that are supported by concrete columns until after the concrete for the column has been placed.

F. Fabricate in accordance with ACI 315 and ACI 318 except as specified or indicated on Drawings.

G. Splices:

1. As indicated on the Drawings.

2. Do not weld or tack weld reinforcing steel except where specifically indicated on Drawings.

3. Remove and replace steel upon which any unauthorized welding has been performed.

4. When splicing bars in tie beams subject to tensile loading, splice no more than half the bars within a length of 40 bar diameter and hook each spliced bar end 180 degrees.

H. Do not bend or re-bend reinforcing steel at job site. Bending of steel in locations not shown on Drawings shall be cause for rejection of work.

3.06 EMBEDMENTS:

A. Accurately position and securely anchor in forms all anchor bolts, casting, steel shapes, conduit, sleeves, masonry anchorages, and other materials to be embedded in concrete.

B. Anchor bolts:

1. Provide sufficient threads on anchor bolts to permit a nut on the concrete side of the form or template.

2. Install a second nut on the other side of the form or template.

3. Adjust the nuts to hold the bolt rigidly in the proper position.

C. Clean embedments before installation.

D. Clean concrete spatter and other foreign substances from surfaces not in contact with concrete.

3.07 EXPANSION JOINTS
A. Provide expansion joints of the size and location as shown on the Drawings or as specified. Expansion joint filler shall be installed 1/2-inch below surface of concrete where applicable and sealed with sealant unless otherwise noted.

3.08 CONCRETE PLACEMENT
A. Surrounding Conditions: Before any concrete is placed, the following items of work shall have been completed in the area of placing.
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1. Reinforcing steel shall have been placed, tied and supported.

2. Embedded work of all trades shall be in place in the forms and adequately tied and braced.

3. The entire area of deposit shall have been cleaned of wood chips, sawdust, dirt, debris, hardened concrete and other foreign matter.

4. Concrete surfaces to which fresh concrete is to be bonded shall be saw-cut and broken away. Surfaces shall be brush cleaned to remove all dust and foreign matter and to expose the aggregate, and then coated with the bonding adhesive herein specified.

B. Conveying concrete from mixer to forms shall be as rapid as possible but shall in no case be longer than one hour from when the cement was added to the aggregate.

C. Placing Concrete:

1. Before starting new pour on or against concrete that has hardened, the hardened concrete shall be roughened and thoroughly cleaned of foreign matter and any laitance.

2. No adjustment of steel reinforcement will be permitted during the placement of concrete.

3. The concrete shall be scheduled so that placing is a continuous operation for the completion of each section between predetermined construction joints. Location of construction joints shall be as indicated on the Drawings or if not shown on the drawings, per ACI standards as interpreted by the Engineer.

D. Cold weather concreting:

1. Comply with ACI 306 and 306.1, except as modified herein.

2. Minimum concrete temperature at the time of mixing:

Outdoor Temperature Concrete Temperature
at Placement (in shade) at Mixing
Below 0  F 70  F
Between 0  F & 30 F 65  F
Between 30  F & 45 F 60  F
Above 45 F 45  F

3. Do not place heated concrete which is warmer than 80 degrees F.

4. If freezing temperatures are expected during curing, maintain the concrete temperature at or above 50 degrees F for five (5) days or 70 degrees F for three (3) days.

5. Do not allow concrete to cool suddenly.

6. Do not place concrete on frozen subgrade.

E. Hot weather concreting:

1. Comply with ACI 305, except as modified herein.

2. If the air temperature is expected to be 90 degrees F or greater in the next 24 hours.
a. Keep concrete as cool as possible before, during, and after placement. b. Do not allow concrete temperature to exceed 80 degrees F at placement. c. Prevent plastic shrinkage cracking due to rapid evaporation of moisture. 03 30 00 - 9
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d. Addition of ice, or other cooling methods, will be required to meet temperature requirements.

3. Do not place concrete when the actual or anticipated evaporation rate equals or exceeds 0.2 lbs/sq ft/hr as determined from ACI 305.

3.09 CRACK CONTROL JOINTS
A. Construction joints:

1. Locations:
a. As indicated on the Drawings, and if not shown, joint spacing shall not exceed ACI recommendations as interpreted by the Engineer.
b. In columns and walls:
1) At the underside of beams, girders, haunches, drop panels, column capitals, and at floor panels.
2) Haunches, drop panels, and column capitals are considered part of the supported floor or roof and shall be placed monolithically therewith. 3) Column bases need not be placed monolithically with the floor below. c. In beams and girders:
1) At the middle of the span unless a beam intersects a girder at this point. 2) If the middle of the span is at an intersection of a beam and girder, offset the joint in the girder a distance equal to twice the beam width. 3) Provide satisfactory means for transferring shear and other forces through the construction joint.
d. In suspended slabs:
1) At or near the center of span in flat slab or T-beam construction. 2) Do not locate a joint between a slab and a concrete beam or girder unless so indicated on the Drawings.
e. Install construction joints in beams, slabs, and girders perpendicular to the planes of their surfaces.

B. Expansion and contraction joints:

1. Contraction joints:
a. Provide as indicated on Drawings.
b. Seal accessible edges.
c. Waterstop embedment equal on each side of the joint. d. Splice water stops in strict conformity with the manufacturer's instructions.

2. Expansion material:
a. Provide as indicated on Drawings.
b. Firmly bond to previously poured joint. Face with a suitable adhesive. c. Pour new concrete directly against joint filler.
d. Seal accessible edges.

3.10 CONCRETE FINISHES
A. All Concrete Work: except as otherwise specified, shall be of a quality that will present a finished appearance upon the stripping of the forms. Only a minimum of patching and finishing should be necessary as required to fill holes left by form ties and to remove any fins or minor irregularities left by the joints in the forms.

B. Finishing unformed surfaces:
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1. Do not finish buried or permanently submerged concrete not forming an integral part of a structure except as required to attain surface elevations, contours, and freedom from laitance.

2. Screed and initial float finish followed by additional floating, and troweling as required, all other surfaces.
a. Screeding:
1) Screed concrete surfaces to the proper elevation and contours with all aggregates completely imbedded in mortar.
2) Surface free of irregularities of height or depth more than 1/4 inch measured from a 10-foot straightedge.
b. Floating:
1) Float finish screeded surfaces as soon as the concrete has stiffened sufficiently for working.
2) Remove and replace with mortar any coarse aggregate which is disturbed by the float or which causes a surface irregularity.
3) Initial floating to produce a surface of uniform texture and appearance without unnecessary working of the surface.
4) Follow initial floating with a second floating at the time of initial set. 5) Second floating to produce a finish of uniform texture. 6) Except as otherwise specified, the second floating finish is the final finish. 7) Use hand floats or mechanical compactor floats.

3. Broom finish:
a. Broom finish exterior slabs.
b. Broom after second floating and at right angles to normal traffic.

4. Troweling:
a. Steel trowel finish interior floor surface which will be exposed at the completion of construction, the exposed portion of the equipment bases, interior curbs, and where indicated on the Drawings.
b. Do not trowel floor surfaces which will be normally submerged. c. Trowel after the second floating when the surface has hardened adequately to prevent drawing an excess of fines to the surface.
d. Trowel to produce a dense, smooth, uniform surface free from blemishes and trowel marks.

5. Aggregate exposure:
a. Remove surface mortar from surfaces to be covered later with concrete or mortar topping.
b. Expose coarse aggregates to improve bonding.

6. Unless specified to be beveled, edge floated or troweled surfaces with a tool having a 1/4-inch radius.

C. Finishing formed surfaces:

1. Remove fins and other surface projections from all formed surfaces except exterior surfaces that will be in contact with earth backfill and are not specified to be damp- proofed.

2. Use a power grinder, if necessary, to remove projections and provide a flush surface.

3. Remove fins and fill tie hole on surfaces to be damp-proofed but do not do any other finishing of those surfaces.

4. Tie holes:
a. Clean, wet and fill with patching mortar.
b. Finish flush to match the texture of adjacent concrete. 03 30 00 - 11
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5. Grout - cleaned finish:
a. ACI 301, 5.3.3.4.b.
b. Grout clean surfaces to produce a smooth uniform surface free of marks, voids, surface glaze, and cement dust.
c. Grout clean all surfaces exposed to view, interior of tanks and surfaces indicated on Drawings.
d. Fill all voids regardless of location that are 1/4-inch deep or 1/2-inch diameter.

3.11 CONCRETE CURING
A. Carefully and thoroughly cure all newly placed concrete.

B. Concrete Slabs: Apply the specified liquid curing compound and hardener according to manufacturer's written directions. Apply at maximum rate of 300 square feet per gallon for smooth surfaces and 200 square feet per gallon for rough surfaces.

C. Protect concrete from moisture loss for at least seven (7) days after placement.

D. Cure concrete by methods that will keep concrete surfaces adequately wet during curing.

1. Water curing: May be used for all concrete.
a. Begin water saturation as quickly as possible after initial set. b. Regulate water application to provide complete surface coverage with a minimum of runoff.
c. Use absorptive blankets to hold moisture to concrete or flood the surface.

2. Membrane curing:
a. Membrane curing compound may be used in lieu of water curing on concrete which will not be covered later with mortar or concrete where water curing is not specifically called for.
b. Apply the specified liquid curing compound and hardener according to manufacturer's written directions. Apply at minimum rate of 300 square feet per gallon for smooth surfaces and 200 square feet per gallon for rough surfaces. c. Cover unformed surfaces within 30 minutes of final finishing. d. If forms are removed before the end of the curing period, immediately apply curing compound to the formed surfaces before they dry out. e. Protect curing compound against abrasion during the curing period.

3.12 MISCELLANEOUS WORK
A. Patchwork: Where concrete requires patching, filling, or tying into, concrete shall be mixed, placed and finished in the same manner as specified for new concrete.

Surfaces to which new concrete must bond shall be thoroughly cleaned and coated with concrete adhesive. Carefully rod or vibrate concrete to eliminate air pockets and ensure concrete is filling holes full. Use low slump concrete to minimize shrinkage.

3.13 CLEANING AND PROTECTION
A. Clean all surfaces and leave in satisfactory condition.

B. Protect concrete surfaces from damage by tools, equipment, materials and workmen.

No traffic, shoring or other loading will be permitted on concrete until it has hardened sufficiently to prevent injury to finish and strength. In any case, all concrete shall be cured a minimum of seven days before the removal of shoring or allowing any loading, including backfill.

END OF SECTION
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS CONTROLLED LOW STRENGTH MATERIAL PROJECT 500198
SECTION 03 34 00.13

CONTROLLED LOW STRENGTH MATERIAL
PART 1 - GENERAL

1.01 SECTION INCLUDES
A. Requirements for Controlled Low Strength Material (CLSM) as backfill material in specific locations.

1.02 DEFINITION
A. Controlled Low Strength Material (CLSM): A highly flowable, lean concrete mix consisting of a mixture of cement, fly ash, densely graded mineral aggregates, water and admixtures. Characteristics include:

1. Capable of freely flowing to fill excavations and voids without compaction or other additional effort.

2. Used in trenches and backfill adjacent to structures where clearance is limited, and in other areas specifically identified on the Drawings or specified.

3. Low permeability to prevent migration of adjacent fines into the set mix.

4. Easily excavated after curing with minimum risk of damage to buried utility.

1.03 SUBMITTALS
A. Mix Design: Identify name and/or number of the mix design. Provide proportions and gradations of materials proposed for CLSM.

B. Certified test results for compressive strength.

C. Anchoring procedures and materials for flotation prevention.

PART 2 - PRODUCTS

2.01 GENERAL
A. CLSM Mix: A mixture of Portland cement, fly ash, aggregate, water, and admixtures that produce a material of controlled density and of low compressive strength capable of filling all spaces between the pipe, the bedding and the trench walls.

2.02 MATERIALS
A. Cement: Conforming to ASTM C150, Type II or III with total alkali content not more than 0.8 percent.

B. Water: Clean, potable water.

C. Fly Ash

1. Mix Designs used for Pipe Bedding and Trench Backfill: Class C in conformance with ASTM C 618.

2. Mix Designs used for Backfill of Excavations: Class F in conformance with ASTM C 618
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS CONTROLLED LOW STRENGTH MATERIAL PROJECT 500198
D. Aggregate Materials

1. Densely graded rock conforming to the following gradation:

Sieve Size Percentage Passing
1”
No. 8
100
50-100
No. 200 0-5

2.03 DESIGN REQUIREMENTS
A. Minimum Cement Content: 50 pounds per cubic yard.

B. Use fly ash to improve flow-ability of the fresh CLSM and to regulate the strength. Do not use more than 300 pounds per cubic yard.

C. Unit Weight Requirements

1. Density of CLSM when used as backfill of excavations: Between 100 pounds per cubic foot and 130 pounds per cubic foot in the as-placed condition as determined by AST D 6023.

D. Compressive Strength Requirements

1. Mix Designs used for Pipe Bedding and Trench Backfill: Compressive strength at 28 days between 50 psi and 100 psi as determined in accordance with ASTM D 4832.

2.04 CONSISTENCY AND MIXING
A. Consistency: Similar to that of a thick liquid so that it flows readily and fills spaces and voids around pipes and structures.

B. Slump: Between 6 inches and 8 inches when tested in accordance with ASTM C143.

C. Uniform consistency and appearance.

D. Mixing Method and Time: As required to produce a uniform mixture of cement, fly ash, aggregate, admixtures, and water.

2.05 MEASUREMENT OF MATERIALS
A. Use weighing equipment to determine the amount of cement, fly ash, and aggregate entering into each patch. Where batches are proportioned to contain an integral number of conventional sacks of cement, the cement is delivered at the mixer in the original unbroken sacks, the weight of the cement contained in each sack may be taken without weighing as 94 lbs.

B. Use a suitable water meter or other acceptable method of measuring the quantity of water entering the mixer.

PART 3 - EXECUTION

3.01 PLACEMENT
A. Thoroughly settle and consolidate CLSM as the material is placed in excavations. Fill the entire depth of the layer that is being consolidated, into a dense, homogeneous mass, filling all spaces and voids and bringing only a slight excess of water to the exposed surface. Place and consolidate CLSM by means that will not cause segregation of the mix.
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B. Do not place CLSM under the following conditions:

1. When the air temperature is below 40 degrees Fahrenheit.

2. When the excavation contains water or when the bottom or walls of the excavation are frozen or contain frozen material.

C. Flotation Prevention

1. Prevent flotation during CLSM placement by one or more of the following methods:
a. Placing CLSM in two or more lifts, with each lift reaching an initial set before the succeeding lift is placed.
b. Use of soil screw anchors, at a minimum 10 foot spacing. c. Use of concrete “swamp” anchors at a minimum 10 foot spacing.

D. The maximum vertical deflection in the pipe shall not exceed 0.01 feet. At no portion of a stick of pipe or continuous section of pipeline, shall a negative downstream slope be allowed unless specifically shown on the design profile.

3.02 PROTECTION OF CLSM
A. Protect CLSM from equipment, traffic, and backfilling operations until the surface has achieved an initial set and has hardened enough to develop a minimum penetration number of 650 when tested in accordance with ASTM C 403.

B. If the trench backfill is not to be placed over the CLSM within eight hours after CLSM placement, place a 6-inch layer of moist backfill over the CLSM.

END OF SECTION
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03 60 00-1
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS GROUT
PROJECT 500198
SECTION 03 60 00
GROUT
PART 1 - GENERAL

1.01 SUMMARY
A. The work of this Section includes providing grout other than that required for masonry work.

B. The following types of grout are included in the work of this Section:

1. Non-Shrink Grout: This type of grout shall be used wherever grout is required, unless another type is specifically indicated.

2. Cement Grout

3. Epoxy Grout

4. Topping Grout and Concrete Fill
C. Related Sections
Section Title
03300 Cast-in-Place Concrete
D. Except as otherwise indicated, the current versions of the following apply to the work of this Section:

Reference Title
CRD-C 621 Corps of Engineers Specification for Non-shrink Grout ASTM C109 Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in or 50-mm Cube Specimens)
ASTM C531 Test Method for Linear Shrinkage and Coefficient of Thermal Expansion of Chemical- Resistant Mortars, Grouts, and Monolithic Surfacings ASTM C579 Test Methods for Compressive Strength of Chemical-Resistant Mortars and Monolithic Surfacings
ASTM C827 Test Method for Early Volume Change of Cementitious Mixtures ASTM D696 Test Method for Coefficient of Linear Thermal Expansion of Plastics

1.02 SUBMITTALS
A. The Contractor shall provide submittals as required hereunder.

1. Manufacturer's literature containing instructions and recommendations on the mixing, handling, placement, and appropriate uses for each type of non-shrink and epoxy grouts proposed for use in the work.

2. Certified test results verifying the compressive strength, shrinkage, and expansion properties.

1.03 QUALITY CONTROL
A. Field Tests

1. When a product is used without documentation, compression test specimens will be taken during construction from the first placement of each type of grout, and at intervals thereafter as selected by the Engineer to insure continued compliance with these specifications.
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PROJECT 500198

2. Compression tests and fabrication of specimens for cement grout and non-shrink grout will be performed as specified in ASTM C 109. A set of three specimens will be made for testing at 7 days, 28 days, and each additional time period as appropriate.

3. Compression tests and fabrication of specimens for epoxy grout will be performed as specified in ASTM C 579, Method B, at intervals during construction as selected by the Owner’s representative. A set of three specimens will be made for testing at 7 days, and each earlier time-period as appropriate.

B. The cost of all laboratory tests on grout will be borne by the Owner, but the Contractor shall assist the Owner’s representative in obtaining specimens for testing.

However, the Contractor shall be charged for the cost of any additional tests and investigation on work performed which does not meet the specifications. The Contractor shall supply all materials necessary for fabricating the test specimens.

PART 2 - PRODUCTS

2.01 CEMENT GROUT
A. Cement grout mix design shall satisfy the same requirement as structural concrete, except that cement grout has no large aggregate requirement when the grout thickness is less than 3”.

2.02 PREPACKAGED GROUTS
A. Non-Shrink Grout

1. Non-shrink grout shall be a prepackaged, inorganic, non-gas-liberating, non- metallic, cement-based grout requiring only the addition of water. Manufacturer's instructions shall be printed on each bag or other container in which the materials are packaged. The specific formulation for each class of non-shrink grout indicated herein shall be that recommended by the manufacturer for the particular application.

2. Class A non-shrink grouts shall have a minimum 28 day compressive strength of 5000 psi; shall have no shrinkage (0.0 percent) and a maximum 4.0 percent expansion in the plastic state when tested in accordance with ASTM C827; and shall have no shrinkage (0.0 percent) and a maximum of 0.2 percent expansion in the hardened state when tested in accordance with CRD C 621.

3. Class B non-shrink grouts shall have a minimum 28 day compressive strength of 5000 psi and shall meet the requirements of CRD C 621.

B. Application

1. Class A non-shrink grout shall be used for the repair of all holes and defects in concrete members which are water bearing or in contact with soil or other fill material, grouting under all equipment base plates, and at all locations where grout is specified in the contract documents; except, for those applications for Class B non-shrink grout and epoxy grout indicated herein. Class A non-shrink grout may be used in place of Class B non-shrink grout for all applications.

2. Class B non-shrink grout shall be used for the repair of all holes and defects in concrete members which are not water-bearing and not in contact with soil or other fill material, grouting under all base plates for structural steel members, and grouting railing posts in place.
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PROJECT 500198

2.03 TOPPING GROUT AND CONCRETE FILL
A. Grout for topping of slabs and concrete fill for built-up surfaces of manhole, tank, channel, and basin bottoms shall be composed of cement grout. All materials and procedures specified for concrete in Section 03 30 00 – Cast-in-Place Concrete shall apply except as indicated otherwise herein.

B. Topping grout and concrete fill shall contain a minimum of 564 pound of cement per cubic yard with a maximum water cement ratio of 0.45. Where concrete fill is thicker than 3 inches, concrete as indicated in Section 03 30 00 – Cast-in-Place Concrete may be used.

C. Strength: Minimum compressive strength of topping grout and concrete fill at the end of 28 days shall be 4000 psi.

2.04 CURING MATERIALS
A. Curing materials shall be as indicated in Section 03 30 00 – Cast-in-Place Concrete for cement grout and as recommended by the manufacturer of prepackaged grouts.

2.05 CONSISTENCY
A. The consistency of grouts shall be that necessary to completely fill the space to be grouted for the particular application.

B. Unless otherwise noted on contract drawings, grout for base plates and equipment leveling shall have flowable, semi-flowable, and dry pack viscosities.

1. Flowable and semi-flowable consistencies require formwork.

2. Dry pack consistency is such that the grout is plastic and moldable, but will not flow.

2.06 MEASUREMENT OF INGREDIENTS
A. Measurements for cement grout shall be made accurately by volume using containers. Shovel measurement is not an acceptable method of measurement.

PART 3 - EXECUTION

3.01 GENERAL
A. All surface preparation, curing, and protection of cement grout shall be as required.

The finish of the grout surface shall be troweled smooth unless noted otherwise.

B. Where pre-packaged product is used, the manufacturer’s representative shall provide on-site technical assistance upon request.

C. Base concrete or masonry must have attained its design strength before grout is placed. When bonding to an existing cementious material is expected, waterblasting or sandblasting to roughen the substrate is required.

3.02 GROUTING PROCEDURES
A. Base Plate Grouting

1. For base plates, the original concrete shall be blocked out or finished off a sufficient distance below the plate to provide for a grout thickness not exceeding 2x the anchor bolt diameter.

2. After the base plate has been set in position at the proper elevation and double nutted on the anchor bolts, the space between the bottom of the plate and the 03 60 00-4
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original pour of concrete shall be filled with non-shrink-type grout. The grout shall be placed so there a no voids between the bottom of the base plate and the concrete.

B. Topping Grout

1. All mechanical, electrical, and finish work shall be completed prior to placement of topping or concrete fill. The base slab shall be given a roughened textured surface by sandblasting or waterblasting to ensure bonding to the base slab.

2. The minimum thickness of grout topping and concrete fill shall be one inch.

Where the finished surface of concrete fill is to form an intersecting angle of less than 45 degrees with the concrete surface it is to be placed against, a key shall be formed in the concrete surface at the intersection point. The key shall be a minimum of 3-1/2-inches wide by 1-1/2-inches deep.

3. The base slab shall be thoroughly cleaned and wetted prior to placing topping and fill. No topping concrete shall be placed until the slab is complete free from standing pools or ponds of water. The topping and fill shall be compacted by rolling or tamping, brought to established grade, and floated. Topping grout placed on sloping slabs shall proceed uniformly from the bottom of the slab to the top, for the full width of the placement.

4. The surface shall be tested with a straight edge to detect high and low spots which shall be immediately eliminated. When the topping and fill has hardened sufficiently, it shall be steel troweled to a smooth surface free from pinholes and other imperfections. An approved type of mechanical trowel may be used as an assist in this operation, but the last pass over the surface shall be by hand-troweling. During finishing, no water, dry cement or mixture of dry cement and sand shall be applied to the surface.

END OF SECTION

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WATER DISTRIBUTION SYSTEM IMPROVEMENTS ANCHOR BOLTS AND EXPANSION ANCHORS PROJECT 500198
SECTION 05 50 10

ANCHOR BOLTS AND EXPANSION ANCHORS
PART 1 - GENERAL

1.01 SUMMARY
A. Section includes:

1. Equipment anchor bolts.

2. Structural anchor bolts.

3. Epoxy set anchor bolts.

B. Expansion anchors are not allowed.

1.02 REFERENCES
A. A. Reference standards:

1. ASTM A307: Carbon Steel Externally Threaded.

2. ASTM A153: Zinc Coating (Hot-Dip) on Iron and Steel Hardware.

3. ASTM A164: Electrodeposited Coatings of Zinc on Steel.

4. ASTM A120: Pipe, Steel, Black and Hot-Dipped, Zinc-Coated (Galvanized) Welded and Seamless, for Ordinary Uses.

5. ASTM A36: Structural Steel.

6. ASTM A276: Stainless Steel.

7. ANSI B94.12: Epoxy Set Anchors.

1.03 SYSTEM DESCRIPTION
A. Contractor’s option:

1. If cast-in anchor bolts are shown, then cast-in anchor bolts shall be used.

2. If epoxy-set anchors are shown, the Contractor may use cast-in anchor bolts or epoxy-set anchors.

1.04 SUBMITTALS
A. The Contractor shall provide submittals as required hereunder.

B. Shop Drawings and Product Data:

1. Sufficient to verify compliance with specifications, to include manufacturer’s literature on sizes, material and installation procedures.

1.05 QUALITY ASSURANCE
A. Compliance with the requirements specified herein may necessitate modification to the manufacturer’s standard materials or equipment.

1.06 DELIVERY, STORAGE AND HANDLING
A. Deliver anchor bolts and templates in time to permit setting when structural concrete is placed.
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PART 2 - PRODUCTS

2.01 MATERIALS
A. General:

1. Generally, all fasteners in or near the process flow, in tanks, etc. shall be stainless steel.

B. Bolts:

1. Carbon steel: ASTM A307.

2. Stainless steel: ASTM 276, Grade 303, 304, 305 or 316.

3. Galvanized steel: Carbon steel, hot-dip galvanized, ASTM A153; or zinc plated, ASTM A164 type GS.

C. Nuts:

1. Same material as bolts.

2. Carbon steel: ASTM A307, Grade B heavy hexagonal.

3. Stainless Steel: ASTM 276, Grade B heavy hexagonal.

4. Self-locking: Prevailing torque, IFI-100, grade A.

5. Use anti-seize compound on stainless steel threads.

D. Washers:

1. Same material as bolts.

2. Flat: ANSI B27.2.

3. Locking: Spring type ANSI B27.1.

E. Sleeves:

1. Pipe: ASTM A120, galvanized.

2. Bearing Plates: ASTM A36, galvanized.

F. Epoxy set anchors:

1. In hardened concrete and fully grouted masonry:
a. Parabond capsule anchors.
b. Ceramic 6 epoxy threaded rod anchors.
c. Stainless steel studs, nuts and washers.
d. Approved manufacturers:
1) Hilti, Inc., HIT
2) Ramset/Red Head.
3) Or equal.

2.02 FABRICATION
A. Anchor bolts:

1. 3/4-inch minimum, except as indicated on the Drawings.

2. Type:
a. General use: L-shaped hook type.
b. Where indicated on Drawings or specified:
1) Straight bolt with square head.
2) Straight bolt with square plate welded to bolt and nut welded to plate and bolt.
3) Through-bolt with sleeve and square plate assembly.
4) Coupled bolt with sleeve welded to square plate and bolt. 05 50 10-3
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B. Epoxy set anchors:

1. 3/4-inch minimum.

2. Where indicated on Drawings.

PART 3 - EXECUTION

3.01 EXAMINATION
A. Verify that holes for anchor bolts in forms and templates match applicable equipment Shop Drawings.

3.02 INSTALLATION
A. Anchor bolts:

1. Where installed in cast-in-place concrete, install a nut on the concrete side of the form or supporting template.

2. Provide three (3) nuts for each anchor bolt for which a lock nut is indicated, two (2) for others.

3. Through bolts:
a. Sleeved with bearing plates.
b. Bearing plates welded to bolt and plate welded to sleeve. c. Dimensions: As specified for sleeved anchor bolts.

B. Epoxy set anchors:

1. Install as per manufacturer’s recommendation.

2. Clean hole and inspect prior to installation.

3. Minimum hole depth: As noted on the drawings or per manufacturer’s recommendation. If not noted, 6 inches minimum.

4. Diameter of drilled holes: As per ANSI B94.12.

3.03 SCHEDULES
A. Anchorage materials to be as noted on plans.

B. If materials are not noted on plans, the materials shall be:

1. Submerged: 316 stainless steel.

2. Encased in concrete: Carbon steel.

3. Exposed outdoors: Galvanized.

END OF SECTION
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05 91 00-1
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS HOT-DIP ZINC COATING PROJECT 500198
SECTION 05 91 00

HOT-DIP ZINC COATING
PART 1 - GENERAL

1.01 SUMMARY
A. This Section specifies hot-dip zinc coating. Unless otherwise specified, steel items not fully encased in a building envelope shall be hot-dip zinc coated. Also termed hot dip galvanized.

B. References

1. ASTM A90 Standard Test Methods for Weight of Coating on Zinc-Coated (Galvanized) Iron or Steel Articles

2. ASTM A123 Zinc Coatings on Products Fabricated from Rolled, Pressed, and Forged Steel Shapes, Plates, Bars and Strip

3. ASTM A153 Zinc Coating on Iron and Steel Hardware

4. ASTM A384 Safeguarding Against Warpage and Distortion During Hot-Dip Galvanizing of Steel Assemblies

5. ASTM A385 Providing High Quality Zinc Coatings on Assembled Products

6. ASTM A386 Zinc Coating on Assembled Steel Products

7. MILSPEC DOD-P-21035 Paint, High Zinc Dust Content, Galvanizing Repair PART 2 - PRODUCTS

2.01 MATERIALS
A. The coating material shall be as specified in ASTM A153 or ASTM A123.

PART 3 - EXECUTION

3.01 GALVANIZING
A. The thickness, chemistry, and all other engineering properties of galvanizing shall be defined by ASTM A153 and ASTM A123.

3.02 FIELD REPAIRS
A. Where zinc coating has been damaged, substrate surface shall be cleaned and repaired with zinc dust-zinc oxide coating in accordance with MILSPEC DOD-P- 21035.

B. Field repair of zinc coated surfaces, including Unistrut shall be accomplished with:

1. Z.R.C. as manufactured by Z.R.C. Chemical Products Co.

2. Galvicon as manufactured by Galvicon Co.

3. Or equal.
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3.03 POST-GALVANIZING COATING
A. When paint is required over a hot-dip galvanized coating, the galvanized surface requires special preparation. Chemical or abrasive methods may be used, with care exercised to not remove excessive galvanized coating.

B. Galvanized surfaces scheduled to be painted shall not have a passivator applied.

Any surface scheduled to painted on which a passivator has been found to be applied, shall be abrasive blasted, chemically cleaned or replaced at the Engineers discretion.

END OF SECTION
07 90 00-1
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS SEALANTS
PROJECT 500198
SECTION 07 90 00

SEALANTS
PART 1 - GENERAL

1.01 DESCRIPTION
A. Work Included

1. Clean and prepare joint surfaces.

2. Sealant and backing materials.

1.02 REFERENCES
Reference Title
ASTM C834 Specification for Latex Sealing Compounds
ASTM C920 Standard Specifications for Elastomeric Sealers ASTM D1056 Flexible Cellular Materials Sponge or Expanded Rubber

1.03 SUBMITTALS
A. The Contractor shall provide submittals as required hereunder.

B. Product Data and Samples

1. Submit manufacturer's written surface preparation and installation instructions.

2. Submit samples of sealant colors.

1.04 WARRANTY
A. Provide one-year warranty in accordance with manufacturer’s standard warranty.

Replace sealants which fail because of loss of cohesion or adhesion, or do not cure.

PART 2 - PRODUCTS

2.01 MANUFACTURERS
A. Manufacturers listed below are approved with regards to their specific products.

2.02 MATERIALS
A. Two-Part Urethane: ASTM C920, Type M, Self-Leveling, Class 25.

1. Bostik Construction Products: Chem-Calk 550.

2. Pecora Corporation: Urexpan NR-200.

3. Sonneborn Building Products: Isolastic SL-2, Paving joint sealant.

4. Sika Corporation: Sikaflex 2c SL.

B. Two-Part Urethane: ASTM C920, Type M, Non-Sag.

1. Bostik Construction Products: Chem-Calk 500.

2. Pecora Corporation: Dynatrol II.

3. Sonneborn Building Products: Sonolastic NP-2.

4. Sika Corporation: Sikaflex 2c NS
C. One-Part Urethane: ASTM C920, Type S, Non-Sag, Class 25. 07 90 00-2
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PROJECT 500198

1. Bostik Construction Products: Chem-Calk 900.

2. Pecora Corporation: Dynatrol I-XL.

3. Sonneborn Building Products: Sonolastic NP-1.

4. Sika Corporation: Sikaflex 1a
D. One-Part Silicone: ASTM C920, Type S, Non-Sag, Class 25.

1. Dow-Corning Corporation: 795.

2. General Electric Company: SCS 1000.

3. Pecora Corporation: 895

4. Sonneborn Building Products: Omniseal 50.

5. Sika Corporation: Sika Sil C-995.

E. Latex-Acrylic Sealant: ASTM C834, Non-Sag, Class 25.

1. Pecora Corporation: AC-20.

2. Schnee and Morehead, Inc.: S-M 8200.

3. Sonneborn Building Products: Sonolac.

4. W.R. Meadows, Inc.: Esaply.

F. Immersed Service Sealant:

1. Sika Corporation: Sikaflex 2C.

2. Polymeric Systems, Inc.: PSI 270.

3. Pacific Polymers International: Elasto-Thane 227 R

2.03 ACCESSORIES
A. Primer: Non-staining type, recommended by sealant manufacturer to suit application.

B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials.

C. Joint Filler: ASTM D1056; round, closed cell foam rod; oversized 30 to 50 percent; Grey Flex manufactured by Emseal.

D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.

PART 3 - EXECUTION

3.01 EXAMINATION
A. Verify joint dimensions, physical and environmental conditions are acceptable to receive work of this Section.

B. Beginning of installation means acceptance.

3.02 PREPARATION
A. Clean, prepare, and size joints in accordance with manufacturer's instructions.

Remove any loose materials and other foreign matter which might impair adhesion of sealant.

B. Verify that joint shaping materials and release tapes are compatible with sealant.

C. Examine joint dimensions and size materials to achieve required width / depth ratios.

D. Use joint filler to achieve required joint depths, to allow sealants to perform properly.

E. Use bond breaker where required.
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PROJECT 500198

3.03 INSTALLATION
A. Perform work in accordance with ASTM C834 for latex compounds and C920 for elastomeric sealants.

B. Install sealant in accordance with manufacturer's written instructions. Apply primer where recommended by manufacturer.

C. Apply sealant within recommended temperature ranges. Consult manufacturer when sealant cannot be applied within recommended temperature ranges.

D. Tool joints as indicated.

E. Joints: Free of air pockets, foreign embedded matter, ridges, and sags.

3.04 SCHEDULE
A. This schedule reflects sealant materials specified in 2.02 of this Section. This schedule denotes sealant generic type and use or location.

Sealant Use or Location Joint Tooling
Two-part Urethane:

Self Leveling.

Horizontal concrete joints
Flat, 1/8” to 1/4” below
finished concrete
surface
Two-part urethane
non-sag
CMU and Concrete vertical joints Concave
Latex-Acrylic Wood joints and trim to be
painted
Flush to concave
Immersed service Submerged or partially
submerged conditions
Concave

END OF SECTION
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS PAINTING
PROJECT 500198
SECTION 09 90 00

PAINTING
PART 1 - GENERAL

1.01 SUMMARY
A. Section includes:

1. Field painting of exposed ductile iron pipe, including surface preparation, finish coats, priming, protection of surfaces and related work. a. Surfaces shall have at least two (2) layers of coating at the conclusion of field painting, unless otherwise specified.
b. Paint all new construction pipe.
c. Painting shall include painting of all galvanized surfaces.

B. Ductile iron pipe is specified to be fusion bonded epoxy coated. Touch up any damage sustained during shipping or installation with epoxy and final coat the entire exposed pipe with urethane.

C. Ensure the selected coating system is compatible with the factory applied coating.

D. Coating work will need to be performed from a scaffold hanging from the bridge. No scaffolding is allowed in the creek.

E. All painting and coating materials and supplies must be kept out of the creek.

F. Product Data:

1. Furnish complete manufacturers product data, certificates, test data:
a. Label each paint submittal with paint type and intended use.

2. Colors samples:
a. Furnish color chips for color selection by Owner.
b. A Light Gray is anticipated.
c. Owner will prepare color schedule after submittals. Provide colors in accordance with Schedule. Selections by Owner may exceed manufacturers standard range of colors.

1.02 QUALITY ASSURANCE
A. Field samples:

1. Sampling of material:
a. Provide test samples at random from sealed containers stored on site.

1.03 DELIVERY, STORAGE, AND HANDLING
A. Packing and shipping:

1. Deliver paint to the job site in original unopened containers with labels intact, and include:
a. Manufacturers name.
b. Type of paint.
c. Manufacturers stock number.
d. Color.
e. Instructions for reducing, where applicable.

2. Storage and protection:
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PROJECT 500198
a. Store only acceptable project materials on project site. b. Store in a suitable location inside and protect from freezing. c. Restrict storage to paint materials and related equipment. d. Comply with health and fire regulations.
e. Remove immediately any materials delivered open or subject to improper storage.

1.04 SITE CONDITIONS
A. Environmental requirements:

1. See section 02 00 00.

B. Paint application requirements:

1. Do not apply paint when:
a. Air temperature is below 50 degrees F.
b. Surfaces of metals, such as surfaces of a pipe containing cold water, have a temperature below 50 degrees F.
c. Metal temperature and atmospheric conditions cause condensation on surface of metal.

2. Comply with manufacturers recommendations for environmental conditions under which coatings and coating systems can be applied.

3. Do not apply finish in areas where dust is being generated.

4. Apply paint when air and surface temperature are within those recommended by manufacturer for coating being applied.

PART 2 - PRODUCTS

2.01 MANUFACTURERS
A. Acceptable manufacturers:

1. The names of acceptable manufacturers are included in Article 2.02, Materials, describing the various types of coatings.

2. Compliance with the requirements specified herein may necessitate modification to the manufacturer’s standard material or equipment.

2.02 MATERIALS
A. Primers and pretreatments

1. High build epoxy:
a. Tnemec, Series 69.
b. Ameron, Amerlock 400.
c. Devoe, Bar Rust 235.
d. Carboline Carboguard 890.

B. Intermediate coat

1. High build epoxy
a. Tnemec Series 69.
b. Ameron, Amerlock 400.
c. Devoe, Bar Rust 235.
d. Carboguard 890.

C. Finish coat
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1. High build aliphatic polyurethane:
a. Tnemec, Series 1075 Endura-shield.
b. Ameron, Amercoat 450 HS.
c. Devoe, Devthane 369.
d. Carboline Carbothane 134VOC.

2.03 SOURCE QUALITY CONTROL
A. Verification of performance:

1. Use product of single manufacturer for coating systems for each type of surface.

2. Use paint compatible with shop coating or primer for field coating of shop painted or primed surfaces, including verification of compatibility of paints used for Owner furnished equipment.

3. Use only mercury-free, fumeproof paint for intermediate and finish coats.

4. Use only lead-free paint.

5. Use paint that does not discolor in a humid atmosphere.

6. Use only chromate-free primers.

7. Provide tie coats when recommended by the manufacturer.

8. Consistency and viscosity:
a. Factory mix paint to proper consistency and viscosity for hot weather application without thinning.
b. Thin paint only as necessary to obtain recommended coverage at lower application temperatures.
c. Do not reduce wet film thickness of applied paint by addition of paint thinner, or for any other reason, below that represented by the recommended coverage rate.

PART 3 - EXECUTION

3.01 PREPARATION
A. Protection:

1. Use drop cloths, masking tape, or other effective methods to protect surfaces from spraying, spattering, or spilling of paint.

2. Remove paint deposited on surfaces which are not being painted at that time.

3. Exposed concrete or masonry not specified to be painted which is damaged by paint shall be painted in entirety with two (2) coats of paint as directed by Owner.

4. Repair all damage caused by painting to other items of work.

5. Surface clean bituminous paints spilled or dropped and spot paint with aluminum paint prior to specified paint.

6. Paint used in successive field coats shall be by same manufacturer.

7. Field coats shall not damage shop applied undercoats.

B. Surface preparation:

1. General surfaces:
a. Surfaces to be painted shall:
1) Be dry, free of dirt, dust, sand, grit, mud, oil, grease, rust, loose mill scale, or other objectionable substances.
2) Meet recommendations of paint manufacturer for surface preparation. 3) Be free of oil and grease by use of solvents or detergents before mechanical cleaning is started.
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4) Be free of cracks, pits, projections, or other imperfections which would prevent formation of a smooth, unbroken paint film.
5) Perform cleaning and painting operations in a manner which will prevent dust or other contaminants from settling on freshly painted surfaces. 6) Remove gloss and dull the surface of previously painted surfaces for proper adhesion of top coats.
b. Touch-up paint and repair of previously painted surfaces. 1) Clean, sand, or wire brush such surfaces in a manner that edges of adjacent paint are feathered or otherwise smoothed.
2) Touch-up and repair of painted surfaces shall not be noticeable when completed.
3) Completely remove paint made brittle or otherwise damaged by heat of welding and repair as stated above.

2. Abrasive blasting procedures:
a. Not allowed

3. Mixing and tinting:
a. Deliver paints and enamels ready-mixed to job site.
b. Mix only in mixing pails, suitable sized, non-ferrous or oxide metal pans. c. Use tinting colors recommended by manufacturer for specific type of finish. d. Do not add any adulterants or unauthorized thinners. e. Thoroughly mix each time paint withdrawn from container. f. Keep containers closed tightly except while paint is withdrawn. g. All paint factory mixed.
h. Thinning only permitted to obtain recommended coverage at lower application temperatures.
i. Do not thin paint below recommended coverage rate.

3.02 APPLICATION
A. General requirements:

1. Do not apply initial coating until moisture content of surface is within moisture limitations of paint manufacturer.

2. Apply paint with suitable brushes, rollers.
a. Rate of application shall not exceed that as recommended by paint manufacturer for the surface involved.
b. Keep brushes and rollers clean, dry, free from contaminants and suitable for the finish required.

3. Comply with recommendation of product manufacturer for drying time between succeeding coats.

4. Vary slightly the color of successive coats.

5. Sand the painted surface and capture dust between each coat to remove defects visible from a distance of 5 feet.

6. Finish coats shall be smooth, free of brush marks, streaks, laps or pile up of paints, and skipped or missed areas.

7. Inspection:
a. Do not apply additional coats until completed coat has been inspected by the Owner.
b. Only inspected coats of paint will be considered in determining number of coats applied.

8. Make edges of paint adjoining other materials or colors clean and sharp with no overlapping.
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9. Leave all parts of moldings and ornaments clean and true to details with no undue amount of paint in corners or depressions.

10. Apply primer on all Work before glazing.

11. Refinish whole area where portion of finish has been damaged or is not acceptable.

12. Application temperatures: Ambient, substrate and material temperatures must be within manufacturers minimum and maximum range per product data sheet.

13. Relative humidity: per manufacturer.

14. Apply paint in a neat manner with finished surfaces free of runs, sags, ridges, laps, and brush marks.

15. Do not apply successive coats until the re-coating conditions of the manufacturer are met:
a. Apply each coat in a manner that will produce an even film of uniform and proper thickness.
b. Do not apply any coat at a rate of coverage per gallon which is greater than maximum rate recommended by manufacturer.
c. Avoid paint films showing sags, checks, blisters, teardrops, or fat edges:
1) Remove paint containing such defects and repaint.

16. Priming:
a. Provide a brush coat of primer to edges, corners, crevices, welds, bolts, and nuts before specified spot or touch-up painting of metal surfaces. b. Give special attention to filling crevices.
c. Cover prime coats with a tie coat if recommended by manufacturer of finish coating.

17. Repaint abraded and otherwise damaged portions of shop applied paint.

18. Welded seams and other uncoated surfaces:
a. Use specified primer on:
1) Welded seams and other uncoated surfaces.
2) Field installed bolts, nuts, and washers.
3) Surfaces where paint has been damaged by heat.
b. Do not apply finish coats to patch, spot, or touch-up painting until such paint meet the manufacturer’s conditions for recoating.

B. Rate of application:

1. Coverage not greater than value recommended by manufacturer.

2. Do not use paint thinner as means of extending coverage of paint.

C. Special, paint the following items:

Item Color

1. Miscellaneous metal Light Gray

2. Exposed Piping Light Gray

3.03 FIELD QUALITY CONTROL
A. Mixing and thinning:

B. Thoroughly mix paint each time any is withdrawn from container.

C. Keep paint containers tightly closed except when withdrawing paint.

D. Thin only as necessary to obtain recommended coverage at lower application temperatures.

E. Wet film thickness of applied paint shall not be reduced:
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1. By addition of paint thinner or otherwise.

2. Below that represented by the recommended coverage rate.

3.04 CLEANING
A. Touch up and restore finish where damaged.

B. Remove spilled, splashed, or splattered paint from all surfaces.

C. Do not mar surface finish of item being cleaned.

D. Leave storage space clean and in condition required for equivalent spaces in project.

3.05 SCHEDULES
A. All new construction plus existing construction specifically listed or damaged by construction.

B. Coating systems:

1. Urethane:
a. Primer: High build epoxy primer: 4.0-6.0 DFT mils. b. Intermediate: High build epoxy: 4.0-6.0 DFT mils.
c. Finish: High build aliphatic polyurethane: 2.0-3.0 DFT mils. d. Total dry film thickness (DFT): 10.0-15.0 mils.

C. Surfaces not to be painted:

1. Except as otherwise required or directed, do not paint the following surfaces:
a. Stainless steel.
b. Flexible rubber and plastics.
c. Concrete floors
d. Finished aluminum products.

END OF SECTION
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SECTION 31 23 16

STRUCTURE EXCAVATION AND BACKFILL
PART 1 - GENERAL

1.01 SCOPE
A. This section shall govern the work for structure excavation and backfill. Structure excavation shall consist of the removal of material for the construction of foundations for vaults, manholes, or other structures, and other excavation designated on the Plans or in the Specifications as structure excavation. Trenching and backfill shall be in accordance with Section 31 23 33.

B. Structure excavation and structure backfill shall include the furnishing of all materials and equipment; the construction or installation of all facilities which may be necessary to perform the excavations and to place and compact the backfill; and the subsequent removal of such facilities, except where they are required or permitted by the Plans or Specifications to remain in place.

1.02 SUBMITTALS
A. Upon request, the following items shall be submitted and approved by the City.

1. Test results showing gradation, durability and sand equivalent of import material.

B. Permit and notification form for excavations five feet or more in depth as required by Cal-OSHA, including any trench excavation or shoring plans.

PART 2 - MATERIALS

2.01 EXCAVATION
A. Excavation is unclassified. The contractor shall complete all excavations regardless of the type of materials encountered. The contractor shall make his own estimate of the kind and extent of the various materials which will be encountered in the excavation.

2.02 BACKFILL
A. Native earth backfill and imported backfill material shall conform to the requirements of Section 31 23 33.

PART 3 - EXECUTION

3.01 PAVEMENT
A. Bituminous or concrete pavements regardless of their thickness, and curbs and sidewalks shall be cut prior to excavation for the structure in accordance with the requirements of the encroachment permit or the City.

B. Pavement and concrete materials shall be removed from the site. These materials may be used as backfill if approved by the City.

3.02 EXCAVATION
A. The sides of excavations for structures shall be sufficient to leave at least 1.5 feet clear as measured from the extreme outside of form work on the structure as the case may be.
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B. Where excavation is inadvertently carried below designated elevations, suitable provision shall be made at the expense of the contractor for adjustment of construction, as directed by the engineer to meet requirements incurred by the deeper excavation.

No earth backfill will be permitted to correct overdepth excavation beneath structures, and overdepth excavation in such locations shall be rectified by backfilling with sand, graded gravel, or concrete as directed by the City.

3.03 BRACING
A. The contractor's design and installation of bracing and sheeting shall take the necessary precautions to be consistent with the rules, orders, and regulations of the State of California Construction Safety Orders.

B. Excavations shall be so braced, sheeted, and supported that they will be safe, such that the walls of the excavation will not slide or settle and all existing improvements of any kind, either on public or private property, will be fully protected from damage.

C. The sheeting, shoring, and bracing shall be arranged so as not to place any stress on portions of the completed work.

D. The contractor shall carefully remove sheeting, shoring, bracing, and timbering to prevent the caving or collapse of the excavation faces being supported.

3.04 DEWATERING
A. The contractor shall provide and maintain means and devices to continuously remove and dispose of all water entering the excavation during construction of the structure and during backfill operations.

B. Water shall be disposed of in a manner that will prevent damage to adjacent property and pipe trenches.

C. The contractor shall not allow water to rise in the excavation until backfilling around and above the structure is completed.

3.05 BACKFILL
A. After structures and foundations are in place, backfill shall be placed to the original groundline or to the limits designated on the plans.

B. No material shall be deposited against cast-in-place concrete structures until the concrete has reached a compressive strength of at least 2,500 pounds per square inch.

C. Backfill material shall be placed in horizontal layers not exceeding 8 inches in depth.

3.06 COMPACTION
A. Compaction requirements shall be as follows:

1. Backfill within 5 feet of structure: 95% relative compaction.

2. Structural Backfill beyond 5 feet of structure: 90% relative compaction. Gravel Base: 95% relative compaction.

3. Each layer of backfill material shall be moistened and thoroughly tamped, rolled, or otherwise compacted to the specified relative density.

4. Compaction equipment shall be carefully operated near structures to prevent their displacement or damage. Structural fill is to be placed and compacted in uniform layers around all sides of the structure.
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3.07 EXCESS EXCAVATED MATERIAL
A. The contractor shall make the necessary arrangements for, and shall remove and dispose of all excess excavated material.

B. All surplus material shall become the property of and be disposed of offsite by the contractor.

C. No excavated material shall be deposited on private property unless written permission from the owner thereof is secured by the contractor. Before the City will accept the work as being completed, the contractor shall file a written release signed by all property owners with whom he has entered into agreements for disposal of excess excavated material absolving the City from any liability connected therewith.

3.08 RESTORATION OF DAMAGED SURFACES AND PROPERTY
A. If any existing improvements, facilities, or vegetation not designated to be removed have been damaged, removed, or disturbed by the contractor, for whatever reason, such improvements, facilities and vegetation shall be replaced or repaired at the expense of the contractor.

3.09 FINAL CLEAN-UP
A. After backfill has been completed, the right-of-way shall be dressed smooth and left in a neat and presentable condition to the satisfaction of the City.

END OF SECTION

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WATER DISTRIBUTION SYSTEM IMPROVEMENTS TRENCH EXCAVATION, BACKFILL AND COMPACTION PROJECT 500198
SECTION 31 23 33

TRENCH EXCAVATION, BACKFILL AND COMPACTION
PART 1 - GENERAL

1.01 SCOPE
A. This section governs the work for trench excavation, backfill and compaction for underground pipeline work.

Reference Title
California Test Method 217 Method of Test for Sand Equivalent ASTM C136 Method of Test for Sieve or Screen Analysis of Fine and Coarse Aggregates
ASTM D420 Standard Recommended Practice for Investigating and Sampling Soil and Rock for Construction Purposes
ASTM D1556 Method of Test for Density of Soil in Place by the Sand- Cone Method
ASTM D1557 Method of Test for Moisture-Density Relations of Soils, Using 10 lb. (4.5 kg) Hammer and 18 in. (457 mm) Drop
ASTM D2049 Standard Test Method for Relative Density of Cohesionless Soils
ASTM D2922 Standard Test Method for Density of Soil and Soil- Aggregate In Place by Nuclear Methods (Shallow Depth)
ASTM D2419 Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate
ASTM D3017 Method of Test for Moisture Content of Soil and Soil Aggregates in Place by Nuclear Methods (Shallow
Depth)
ASTM D4318 Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils
Caltrans Standard Specifications, Latest edition

1.03 DEFINITIONS
A. Compaction: The degree of compaction is specified as percent of relative compaction.

The relative compactions refer to the maximum relative densities of soil obtainable at optimum moisture content.

B. Excavation Slope: Excavation slope shall be defined as an inclined surface formed by removing material from below existing grade.

C. Embankment Slope: Embankment slope shall be defined as an inclined surface formed by placement of material above existing grade.

1.04 SUBMITTALS
A. Upon request, the following items shall be submitted and approved by the City. 31 23 33 - 2
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1. Test results showing gradation, durability and sand equivalent of pipe zone material.

2. Permit and notification form for excavations 5 feet or more in depth as required by Cal-OSHA, including trench excavation or shoring plans.

3. Controlled Low Strength Material (CLSM) mix. See Specifications Section 03 34

00.13 for additional requirements.

1.05 TESTING
A. Testing frequency and location shall be approved by the City.

B. All soils testing will be done by a testing laboratory of the Owner’s choice and expense except as otherwise noted.

C. The Owner’s Representative will take samples and perform tests for compliance with the specifications including Atterburg limits, specific gravity, sand equivalent, R-value, durability, moisture content, gradation, compaction, and density tests during placement of backfill materials to check compliance with these specifications.

D. The Contractor shall remove surface material at locations designated by the Owner’s Representative and provide such assistance as necessary for sampling and testing.

E. The Owner’s Representative may direct the Contractor to construct inspection trenches in compacted or consolidated backfill to determine that the Contractor has complied with these specifications.

F. The Owner will bear the costs for sampling and testing specified in this Paragraph.

The Contractor shall pay costs associated with retesting due to the Contractor’s failure to comply with the specifications.

G. No material may be used on this Project until the City has received certified test results and approved the use of the material.

1.06 POTHOLING
A. The Contractor shall pothole all known utility crossings within the proposed alignment prior to the installation of any new mainline or service laterals. The Contractor will be required to pothole all utility crossings a minimum of two weeks in advance of any work. Document actual depth and location of found utilities versus the signed plans.

B. Contractor to provide a marked-up drawing, two weeks in advance of any work occurring, highlighting any differences in elevation or location of existing utilities. Costs associated with any utility conflicts resulting from inadequate potholing effort shall be the responsibility of the Contractor.

C. The Contractor shall, prior to any pipeline installation, mark with white paint the proposed alignment of the new pipeline, the limits of pavement removal, and the depth of all utilities crossing the proposed alignment.

PART 2 - MATERIALS

2.01 TRENCH EXCAVATION
A. Excavation is unclassified. A geotechnical report was prepared as part of this Project by Youngdahl Consulting Group, in November of 2022. The Contractor shall perform a thorough investigation of the site. The Contractor shall complete all excavations regardless of the type of materials encountered. The Contractor shall make his own 31 23 33 - 3
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estimate of the kind and extent of the various materials which will be encountered in the excavation.

2.02 PIPE TRENCH FILL
A. Material for the pipe trench fill shall conform to the following:

1. Pipe Zone Bedding Material
a. Shall be 3/8" minus Pea Gravel for DIP Bedding as shown on Detail 3/T1 of the Contract Drawings.

2. Controlled Low Strength Material (CLSM) – CLSM shall conform to Specification Section 03 34 00.13 and shall only be used for fill when called for on the drawings.

3. Native Backfill Material:
a. Native Backfill is only allowed for trenching in dirt areas as 6-inches of topsoil. b. Native Backfill shall not contain concrete, rock, or other lumpy material in excess of 6-inches in any dimension.
c. Material of perishable, organic matter, spongy or otherwise improper nature shall not be used.

B. Material for backfill from the bottom of asphalt concrete pavement or topsoil to 24" below the asphalt concrete or topsoil See Detail 3/T1.

C. Material from 24" below the asphalt concrete to the top of the pipe zone bedding See Detail 3/T1.

PART 3 - EXECUTION

3.01 EXCAVATION.

A. Excavation for pipelines, fittings, and appurtenances shall be open trench to the depth and in the direction necessary for the proper installation of the same as shown on the contract drawings or as otherwise approved by the Engineer. Excavation shall only proceed when the necessary materials have been delivered to the site.

B. The Contractor shall bear all costs of disposing of roots and all other waste materials from the excavation. Material shall be disposed of in such a manner as to meet all requirements of the state, county, and local regulations regarding health, safety, and public welfare. Material shall be disposed of off the construction site in an approved location at the Contractor's expense.

C. The Contractor shall remove obstructions within the trench area or adjacent thereto, such as abandoned concrete structures, logs, and debris of all types, without additional compensation. The Engineer may, if requested, make changes in the trench alignment to avoid major obstructions, if such alignment can be made without adversely affecting the intended function of the facility.

D. Existing Pavement Removal

1. Pavement to be removed shall be removed and replaced in the manner prescribed by the Agency issuing the encroachment permit.

2. Existing pavement to be removed in connection with construction shall be neatly saw cut prior to removal.

3. Grading and Stockpiling - The Contractor shall control grading in a manner to prevent water running into excavations. Obstructions of surface drainage shall be avoided and means shall be provided whereby storm and wastewater can be uninterrupted in existing gutters, other surface drains or temporary drains. Material 31 23 33 - 4
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for backfill or for protection of excavation in public roads from surface drainage shall be neatly placed and kept shaped so as to cause the least possible interference with public travel. Free access must be provided to all fire hydrants, water valves, meters and private drives.

E. Line and Grade - The Contractor shall excavate the trench to the lines and grades shown on the plans. Any deviations shall first be approved by the Engineer.

F. The trench shall be excavated to a minimum depth of 6 inches below the bottom of the pipe. The sides of the trench shall be excavated and maintained as nearly vertical as is practical.

G. Trench Support - The trench shall be adequately supported and the safety of workers provided for as required by the standard of the appropriate regulatory agency.

1. All shoring for open excavations shall conform to the State of California, Department of Industrial Relations, and Division of Industrial Safety "Construction Safety Orders."

2. The Contractor shall be responsible for adequately shored and braced excavations so that the earth will not slide, move or settle, and so that all existing improvements of any kind will be fully protected from damage.

3. No shoring once installed, shall be removed until the trench has been approved for backfill operations. Removal of shoring shall only be accomplished during backfill operations and in such a manner as to prevent any movement of the ground or damage to the pipe or other structures.

4. The Contractor shall obtain all permits for any excavations over five feet in depth into which a person is required to descend or any excavation less than five feet in depth in soils where hazardous ground movement may be expected and into which a person is required to descend.

5. Excavated material shall not be placed closer than two feet from the top edge of the trench. Heavy equipment should not be used or placed near the sides of the trench unless the trench is adequately braced.

H. Use of Explosives – Blasting by any means shall not be allowed as part of this project.

I. Preservation of Trees

1. Excavation within the dripline of any tree shall conform to the following and to encroachment permits. Trees shall not be removed outside of fill or excavated areas, except as authorized by the City.

2. Tree roots larger than 2 inches in diameter encountered within the trench section, shall be inspected by the City’s Inspector.

3. For damaged or severed root systems, trees shall be trimmed to compensate for the decreased root system. Trimming shall be done to the satisfaction of the Inspector. All roots shall be neatly cut with saw or sharp cutter.

4. Only trees marked for removal shall be removed.

J. Dewatering

1. The Contractor shall provide and maintain, at all times during construction, ample means and devices with which to promptly remove and properly dispose of all water from any source entering the excavations or other parts of the work.

Dewatering shall be accomplished by methods which will ensure a dry excavation and preservation of the final lines and grades of the bottoms of excavations. Said methods may include well points, sump pumps, suitable rock or gravel placed 31 23 33 - 5
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below the required bedding for drainage and pumping purposes, temporary pipelines and other means, all subject to the approval of the Engineer.

2. Dewatering for the structures and pipelines shall commence when groundwater is first encountered and shall continue until the backfill at the pipe zone has been completed.

3. The Contractor shall dispose of the water from the work in a suitable manner without damage to adjacent property. No water shall be drained into work built or under construction without prior consent of the Engineer. Water shall be disposed in such a manner as not to be a menace to public health.

4. The Contractor shall be responsible to obtain all required Local and State Permits and comply with all applicable regulatory requirements. The Contractor shall provide the City with a dewatering plan clearly showing compliance prior to any dewatering activities.

K. Correction of Faulty Grades - Any over-excavation carried below the grade as specified or shown, shall be rectified by backfilling with approved sand and/or graded gravel, and shall be compacted to provide a firm and unyielding subgrade and/or foundation, as directed by the Engineer.

L. Structure Protection - Temporary support, adequate protection and maintenance of all underground and surface structures, drains, sewers and other obstructions encountered in the progress of the work shall be furnished by the Contractor at his expense and subject to the approval of the Engineer. Any structure that has been disturbed shall be restored upon completion of the work.

M. Protection of Property and Surface Structures - Trees, shrubbery, fences, and poles and all other property and surface structures shall be protected unless their removal is shown on the drawings or authorized by the Engineer.

N. Trench Width and Grade

1. The width of the trench within the pipe zone shall be such that the clear space between the barrel of the pipe and the trench wall shall not exceed the amount shown in Standard Detail (3/T1).

2. Trench widths in excess of those specified must have prior written approval.

3. Maximum Length of Open Trench
a. Unless otherwise specified or directed by the City or the encroachment permit, the maximum length of open trench shall be 100 feet, or the distance necessary to accommodate the amount of pipe installed in a single day, whichever is greater.
b. The distance is the collective length of any location, including open excavation, pipe laying and appurtenant construction and backfill which has not been temporarily resurfaced. Failure by the Contractor to comply with the limitations specified herein may result in an order to halt progress of the work until compliance has been achieved. The Contractor shall provide proper barricades for excavated areas.

3.02 TRENCH FOUNDATION
A. The trench bottom shall be graded to provide a smooth, firm and stable foundation at every point throughout the length of the pipe. Should large gravel and cobbles be encountered at the trench bottom or pipe subgrade, they shall be removed from beneath the pipe and replaced with trench backfill material, which is Class II Aggregate Base which shall be compacted to provide uniform support and a firm foundation. 31 23 33 - 6
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B. Foundations in Poor Soil - If excessively wet, soft, spongy, unstable or similarly unsuitable material is encountered at the surface upon which the bedding material is to be placed, the unsuitable material shall be removed to a depth as determined in the field by the Engineer. The Contractor's attention is called to Section 3.01 J, regarding his responsibilities in maintaining adequate dewatering procedures to ensure that an otherwise stable foundation will not be rendered unfit due to accumulation of water.

3.03 BACKFILL AND COMPACTION
A. Backfill shall be completed within the shortest possible time so that the construction area or street can be opened to traffic. If for any reason construction of the pipeline or appurtenances thereto is delayed, the City may require that the trench be backfilled and such areas or streets opened to traffic. All road closures of any duration shall comply with the requirements of the encroachment permit.

B. Pipe Zone - After completion of the trench excavation and proper preparation of the foundation, 6 inches of bedding material shall be placed on the trench bottom for support under the pipe. Bell holes shall be dug to provide adequate clearance between the pipe bell and the bedding material. All pipe shall be installed in such a manner as to insure full support of the pipe barrel over its entire length. After the pipe is adjusted for line and grade and the joint is made, the remainder of the pipe bedding shall be placed to the limits as shown on the Drawings. All bedding material shall be compacted 90 percent as measured by Test Method California 231, prior to placement of subsequent backfill.

C. The pipe bedding backfill shall be brought to optimum moisture content and shall be placed by hand in layers not exceeding 3 inches in thickness to the centerline (springline) of the pipe and each layer shall be solidly tamped with the proper tools so as not to injure, damage, or disturb the pipe. Backfilling shall be carried on simultaneously on each side of the pipe to assure proper protection of the pipe.

D. Each lift shall be "walked in" and supplemented by slicing with a shovel to ensure that all voids around the pipe have been completely filled. Mechanical compaction such as "pogo sticks" or "wackers", as approved, shall be used for compaction of pipe zone.

E. Controlled Low Strength Material (CLSM) - For placement of CLSM see Specification Section 03 34 00.13.

F. When backfill is placed mechanically, the backfill material shall be pushed onto the slope of the backfill previously placed and allowed to slide down into the trench. The Contractor shall not push backfill into the trench in such a way as to permit free fall of the material until at least 18 inches of cover is provided over the top of the pipe. Under no circumstances shall sharp, heavy pieces of materials be allowed to be dropped directly onto the pipe or the tamped material around the pipe. Backfill shall be placed in layers not exceeding 8 inches and compacted by an approved method.

G. Heavy duty compacting equipment having an overall weight in excess of 125 pounds shall not be used until backfill has been completed to a depth of 2 feet over the top of the pipe.

H. If hydro-hammer is used for compaction of overlying materials, at least 4 feet of backfill must be placed over the top of pipe prior to its use. This is required to insure that the pipe is not damaged.
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS TRENCH EXCAVATION, BACKFILL AND COMPACTION PROJECT 500198
I. Final Backfill - Final backfill placed in trenches below roadways or below shoulders of roadways, shall be compacted to a density of not less than 95% or as directed by the encroachment permit. Backfill outside of roadways shall be compacted to 90%.

J. Backfill shall be placed in layers not exceeding 8 inches, compacted and brought up to the subgrade of the roadway.

3.04 EXCESS EXCAVATED MATERIAL
A. The Contractor shall make the necessary arrangements for and shall remove and dispose of all excess excavated material. It is the intent of these specifications that all surplus material not required for backfill or fill shall be disposed of by the Contractor outside the limits of the public right-of-way and/or easements at no liability to the City.

B. No excavated material shall be deposited on private property unless written permission from the owner thereof is secured by the Contractor. Before the City will accept the work as being completed, the Contractor shall file a written release signed by all property owners with whom he has entered into agreements for disposal of excess excavated material absolving the City from any liability connected therewith.

3.05 RESTORATION OF DAMAGED SURFACES AND PROPERTY
A. If any pavement, trees, shrubbery, fences, poles or other property and surface structures have been damaged, removed, or disturbed by the Contractor, whether deliberately or through failure to carry out the requirements of the contract documents, state laws, municipal ordinances, or the specific direction of the City, or through failure to employ usual and reasonable safeguards, such property and surface structures shall be replaced or repaired at the expense of the Contractor.

3.06 FINAL CLEAN-UP
A. After backfill has been completed, the right-of-way shall be dressed smooth and left in a neat and presentable condition to the satisfaction of the City.

END OF SECTION
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS TRENCH EXCAVATION, BACKFILL AND COMPACTION PROJECT 500198

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32 01 17-1
CITY OF ROSEVILLE 3/3/2023

WATER DISTRIBUTION SYSTEM IMPROVEMENTS PAVEMENT RESTORATION PROJECT 500198
SECTION 32 01 17

PAVEMENT RESTORATION
PART 1 - GENERAL

1.01 DESCRIPTION
A. Work in this section includes reconstruction of all curbs, gutters, sidewalks, mow strips, driveways, road shoulders, pavement and similar items damaged as a result of the work. Reconstruction shall match the original materials and dimensions subject to the minimum requirements of the Contract Documents. All work shall match the appearance of the existing improvements.

B. Work covered in this section shall be completed in accordance with the City of Roseville Construction Standards and these Technical Specification. Where discrepancies or conflicts exist between this specification and the specifications listed above, or the approved Encroachment Permit, the more stringent condition shall apply.

1.02 REFERENCE DOCUMENTS
A. Reference Specifications: Whenever the words "Standard Specifications" are referred to in the Specifications, the reference is to the State of California, Department of Transportation (CALTRANS), Standard Specifications (latest edition). Standard Specifications paragraphs concerning measurement and payment are excluded.

B. Cal Trans Construction Specifications, Section 84-2– Pavement Markings/Striping

1.03 SUBMITTALS
A. Certification from the material supplier that the materials supplied for this project meet the Specifications.

PART 2 - PRODUCTS

2.01 CONCRETE
A. Concrete shall meet the requirements of Section 03 30 00 Cast-In-Place Concrete.

2.02 ASPHALT CONCRETE PAVEMENT
A. Asphalt Concrete Pavement shall meet the requirements of Section 39 of the 2022 Caltrans Standard Specifications, and approved Encroachment Permit.

2.03 TYPE II SLURRY SEAL
A. Slurry seal shall be Type II in accordance with Caltrans specifications latest edition.

2.04 TRAFFIC STRIPES AND PAVEMENT MARKINGS
A. Traffic stripes and pavement markings shall be per the Caltrans Standards.

PART 3 - EXECUTION

3.01 PAVEMENT CUTTING
A. After backfilling trenches or excavations and prior to paving, sawcut existing pavement parallel to the trench or excavation, using a concrete saw, to a minimum depth equal to or greater than one-half the pavement thickness.
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B. Any pavement damaged outside these lines shall be re-cut and restored at the expense of the Contractor. Should voids develop under existing pavement during construction, those affected areas shall be sawcut in straight orthogonal lines and replaced after the voids have been filled.

3.02 TEMPORARY PAVEMENT
A. Temporary resurfacing consisting of not less than 2 inches of hot mix asphalt concrete shall be placed and maintained wherever an excavation is made through an existing pavement section. The temporary resurfacing shall be maintained to provide for the safety and convenience of the public.

B. Temporary pavement shall be placed as soon as the condition of the trench backfill is considered by the Agency Representative to be suitable to receive resurfacing.

Temporary resurfacing shall be removed prior to permanent resurfacing. Temporary pavement shall be clearly marked “Temporary Pavement” per Cal-Trans standards 12- 6 .02A.

3.03 CONCRETE RESTORATION
A. Restore all concrete items within City of Roseville right-of-way per City Construction Standards and City Encroachment Permit.

B. Replace curb, gutter, and sidewalk between the expansion joints at all locations where trenching across them.

C. Sidewalk repair shall be per City Standard Drawing ST-17.

D. Restore all other concrete items to the same dimensions and thickness as the original items. Place concrete in accordance with the requirements of Section 03 30 00 Cast- In-Place Concrete. Upper 6 inches of subgrade shall be compacted to a minimum 95 percent relative density prior to placement of concrete. Surface finish shall match existing surrounding surface.

3.04 ASPHALT CONCRETE RESTORATION
A. Shall conform to City Construction Standards and Encroachment Permit and Details on the approved plans, whichever is more stringent.

3.05 TYPE II SLURRY SEAL
A. Slurry seal shall be Type II installed in accordance with Caltrans specifications latest edition.

3.06 TRAFFIC STRIPES AND PAVEMENT MARKINGS
A. Restore traffic stripes and pavement markings per Caltrans Standards and Encroachment Permit.

3.07 IN-TRACT PAVEMENT RESTORATION
A. All pavement surfaces on private property disturbed by the Contractor shall be restored in-kind to original or better condition. This shall include, but not limited to asphalt, concrete, pavers, gravel or any other improved surface treatment within driveways, walkways or other pathways.
**END OF SECTION**
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WATER SYSTEM IMPROVEMENTS PIPE AND PIPE FITTINGS
PROJECT 500198
SECTION 33 00 00

PIPE AND PIPE FITTINGS
PART 1 - GENERAL

1.01 SUMMARY
A. Section includes:

1. All piping not covered in specific sections of the specifications.

2. Provide piping complete with all fittings, gaskets, jointing materials, supports, saddles, anchors, and necessary appurtenances.

3. Miscellaneous accessories and items.

1.02 REFERENCES
A. Referenced standards:

1. ANSI/AWWA C600: Standard for Installation of Ductile-Iron Water Mains and Their Appurtenances.

2. ANSI/AWWA C602: Standard for Cement-Mortar Lining of Water Pipelines 4 inches and Larger - in Place.

3. ANSI/AWWA C651: Standard for Disinfecting Water Mains.

4. AWWA M11: Steel Pipe - A Guide for Design and Installation Manual.

5. ASTM A53: Standard Specifications for Pipe – Steel, Black Iron, Hot-Dipped, Zinc Coated, Welded and Seamless.

6. ASTM A307: Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi tensile strength.

7. ASTM D297: Standard Test Methods for Rubber Products - Chemical Analysis.

8. ASTM D395: Standard Test Methods for Rubber Property - Compression Set.

9. ASTM D412: Standard Test Methods for Rubber Properties in Tension.

10. ASTM D2240: Standard Test Methods for Rubber Properties - Durometer Hardness.

11. ASTM D1330: Rubber Flange Gaskets Grade I.

12. ANSI B.16.18-84: Cast Copper Alloy Solder-Joint Pressure Fittings.

13. ANSI B16.22-86: Wrought Copper and Copper Alloy Solder Joint Pressure Fittings.

14. ASTM B447-88: Standard Specification for Welded Copper Tube.

15. ASTM B642-88: Welded Copper Alloy USNS No. C21000 Water Tube.

16. ASTM D2751-83a: Material Standard for ABS Sewer Pipe and Fittings.

17. ASTM D2661-85a: Material Standard for ABS Drain, Waste Vent Pipe and Fittings.

18. ANSI/AWWA C900: Standard for Polyvinyl Chloride (PVC) Pressure Pipe, 4 inches through 12 inches for Water Distribution.

19. ANSI/AWWA C907: Standard for Polyvinyl Chloride (PVC) Pressure Fittings for Water - 4 inches through 8 inches.

20. AWWA M23: PVC Pipe Design and Installation Manual.

21. ASTM D2241-88: Standard Specifications for Polyvinyl Chloride (PVC) Pressure Rated Pipe (SDR Series).

B. Requirements of regulatory agencies:

1. In accordance with all municipal codes and ordinances, laws and regulations of the State.
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PROJECT 500198

2. In case of apparent conflict, State and local requirements govern over these specifications.

3. In absence of State and local regulations, National Plumbing Code applies.

1.03 SUBMITTALS
A. Product Data and Shop Drawings:

1. Sufficient data to verify compliance with the specifications.

2. Shop Drawing showing dimensions, sizes, location.

3. Detailed Shop Drawings for all pipe 4-inch size and larger.

4. Schematic Shop Drawings for all pipe under 4 inches in size.

5. Product Data: Describe materials, pipe, fittings, and gaskets.

6. Manufacturer’s published installation instructions.

7. Solvent Cement:
a. Product Data.
b. Copies of solvent cement manufacturer’s report and certification in accordance with ASTM D 2564 for PVC piping, and ASTM F 493 for CPVC piping.

1.04 DELIVERY, STORAGE, AND HANDLING
A. Packing and shipping:

1. To ensure undamaged condition.

2. Use wide bearing area slings and wide padded skids.

3. Do not use bare cables, chains, hooks, metal bars, or narrow skids.

4. Support on padded saddles not less than 12 inches wide.

5. Laterally support ends of pipe, fittings, and specials to maintain shape.

6. Separate materials so they do not bear against each other.

7. Securely fasten load to prevent movement in transit.

B. Acceptance at site:

1. Reject products with dents, kinks, abrupt changes of curvature or other injuries.

2. Reject any products dropped from truck or crane.

3. Replace or recondition at Contractor’s expense rejected items.

4. Reconditioning subject to Engineer’s acceptance.

5. Replace coatings as originally specified on reconditioned pipe.

1.05 PROJECT/SITE CONDITIONS
A. Environmental requirements: See Specification Section 02 00 00 PART 2 - PRODUCTS

2.01 MANUFACTURERS
A. Acceptable manufacturers are shown under Section 2.02, Materials, for the various types of pipe, and pipe fittings.

2.02 MATERIALS
A. Galvanized steel pipe, 4 inches and smaller:

1. Pipe: ASTM A53, Standard Weight, or FS WW-P-406 Weight A.

2. Threaded or groove-joint connections.

3. Fittings: Malleable iron ANSI B16.3 or FS WW-P-521, Type II, galvanized. 33 00 00-3
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WATER SYSTEM IMPROVEMENTS PIPE AND PIPE FITTINGS
PROJECT 500198

4. Companion flanges, galvanized to match equipment connection.

5. Unions:
a. Malleable iron: FS WW-U-531, Class 2, Type B.
b. Forged steel: Tongue and groove flange-type with non-metallic gaskets.

B. Iron-pipe-size brass pipe:

1. Pipe: ASTM B43, red brass, regular weight, or FS WW-P-351, Class regular weight.

2. Fittings: ANSI B16.15, 125 lb.

3. Unions: FS WW-U-516, Composition B.

C. Stainless steel tubing:

1. Stainless steel tubing:
a. Material: Annealed 316 stainless, ASTM A269.
b. Seamless and suitable for bending.
c. Wall thickness: 0.028 inch.
d. Free of scratches on tubing wall.

2. Connection assembly:
a. Stainless steel tube fitting.
b. Compress by use of ferrule.
c. Swagelok or equivalent
d. Install ferrule nut per manufacturer recommendations.

D. Copper tubing:

1. Potable and non-potable water tubing: ASTM B88; FS WW-T-799, Type K; or FS WW-T-775.

2. Fittings:
a. Flared: ANSI B16.26
b. Solder: ANSI B16.18 or B16.22.
c. Compression: Crawford “Swagelok,” Hoke “Gyrolok,” Imperial “Hi-Seal,” Parker-Hannifin “CPI,” Weatherhead “Self-Align,” or equal. d. Insulating:
1) Threaded: PSI “Delrin Insulating Couplings,” Vallet “V-Line Insulating Couplings,” or equal.
2) Flanged: Epco “Dielectric Flange Unions,” PSI “Type E Flange Insulation,” or equal.

3. Solder: Solid wire, ASTM B32, Alloy Grade 50A (50-50).

4. Soldering flux: Paste-type, FS 0-F-506, Type I, Form A.

5. Brazing filler metal: ASTM C260, BCuP-5; Engelhard “Silvaloy 15,” Goldsmith “GB-15,” Handy and Hardman “Sil-Foss,” or equal.

6. Brazing flux: Paste-type, FS 0-F-499, Type B.

7. Flanges: Cast bronze, 150 lb, brazed joint, ANSI B16.24.

8. Flange bolts and nuts: As specified for steel pipe.

9. Flange gaskets: As specified for steel pipe, except full face.

10. Expansion joints: Flexonics “Model HB Expansion Compensators,” Mercer, or equal.

E. Polyvinyl chloride (PVC) pipe:

1. Chemical and water service:
a. Pipe: ASTM D1785, Schedule 80, PVC 1120, with NSF seal. 33 00 00-4
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WATER SYSTEM IMPROVEMENTS PIPE AND PIPE FITTINGS
PROJECT 500198
1) Pipe and Fittings: Extruded from Type I, Grade 1, Class 12454 B material in accordance with ASTM D 1784.
b. Fittings: Ductile Iron
c. Acceptable manufacturers:
1) Celanese.
2) Chemtrol.
3) Harvel Plastics.
4) Certainteed Pipe.
5) M&T Plastics.
6) Or equal.
d. Flanges: Diameter and drilling per ANSI B16.5, 150 lb. e. Unions:
1) Unions 2 1/2 Inches and Smaller: Socket end screwed. 2) Unions 3 inches and larger: Socket flanges with 1/8 inch full face soft gasket compatible with chemical service. For general usage (non- chemical), use neoprene gaskets.
f. Water Service:
1) Flange bolts and nuts: ASTM A307, Grade B, galvanized unless specified otherwise, install such that after installation bolts will project 1/8- inch to 3/8-inch beyond outer face of nut.
2) Flanged bolts and nuts shall be Type 316 stainless steel for the following conditions:
a) Submerged in water or wastewater.
b) In an enclosed space above wastewater.
c) Buried.
3) Flange gaskets: Full face, 1/8-inch thick, neoprene or plasticized PVC. 4) Expansion joints: Belmont “Style 3915,” Resistoflex “Style R6905,” molded expansion joint, or equal.
g. Schedule Type: Mark pipe and fittings in accordance with ASTM D1785.

F. Pipe accessories:

1. Watertight and dust-tight pipe sleeves: O-Z Electrical Manufacturing Company, Incorporated; Thru-wall and Floor Seals, or equal.

2. Modular, rubber, sealing elements: Thunder Line Corporation, “Link Seal,” or equal.

3. Thread tape: Teflon; John Crane “Thread Tape,” Garlock Plasti-Thread,” Hoke “EZ Seal,” or equal.

4. Protective coatings:
a. Tape wrap: FS HH-T-30 Coal Tar Base; Protecto Wrap “200,” Tapecoat “CT,” or equal.
b. Coal tar coating: MIL-C-18480; Kop Coat “Bitumastic No. 50,” Tnemec “46H- 413 Tneme-Tar,” or equal.

PART 3 - EXECUTION

3.01 INSTALLATION
A. General:

1. Install where indicated on Drawings.

2. Provide unions where required for equipment removal, indicated on the Drawing or specified.
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PROJECT 500198

3. Do not install piping to obstruct openings and passageways.

4. Cut pipe to measurement taken at the site, not from the Drawings.

5. Provide taps for pressure-gauge connections with a nipple, snubber, and gauge cock where indicated on Drawings.

6. Slope drain piping a minimum of 1/4 inch per foot.

B. Joints:

1. Make pipe joints carefully and neatly.

2. Threaded:
a. ANSI B2.1, NPT fully and cleanly cut with sharp dies. b. No more than three (3) threads exposed after installation. c. Ream pipe ends after threading to remove burrs.
d. Apply thread tape to joints in all plastic and stainless steel piping. e. Apply thread tape or joint compound to joints in other piping.

3. Compression:
a. Cut pipe ends squarely, remove burrs.
b. Scratches or grooves in tubing are not allowed.

4. 4. Flared:
a. Cut tubing ends squarely; remove burrs.
b. Scratches or grooves in flared ends are not allowed.

5. Soldered and brazed:
a. Solder or braze lines smaller than two (2) inches where solder fittings are specified, except for aluminum pipe or fittings.
b. Thoroughly clean joint surfaces with flint paper and coat with thin film of flux. c. Install tubing to full depth of socket.
d. Do not overheat metal or flux.
e. Uniformly heat joint to melt filler metal on contact. f. Remove surplus filler metal and flux while joint is still hot.

6. Bell and spigot:
a. Install as recommended by manufacturer.
b. 12 inches and smaller outlets, where minimum line is at least twice the diameter of the branch; tee or a tapping saddle is acceptable. c. Mark the centerline of each flange and mechanical joint piece on ductile iron pipe.
d. Finish machine pipe ends and flange faces flat and perpendicular to pipe centerline in a single operation on ductile iron pipe.

7. Flanged: Tighten bolts sufficiently to slightly compress gasket in accordance with manufacturer’s instructions, but not so tight as to distort flanges.

8. Welded: ANSI B31.1 and per “Code for Pressure Piping.”

9. Joint deflection on DIP: One-half allowed by manufacturer.

C. Protective coating:

1. Tape-wrap buried steel and galvanized pipe, including joints.

2. Half-lap tape wrapping, minimum 20 mils thickness.

3. Install polyethylene encasement on ductile iron pipe.

4. Apply one (1) coat of coal tar paint to joints in buried steel piping.

5. Paint exposed threads of submerged piping with zinc-rich paint.

D. Pipe supports:

1. Provide adequate pipe supports for all piping.

2. Utilize pipe supports as shown on the pipe support details. 33 00 00-6
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PROJECT 500198

3. Provide pipe supports at locations shown on the plans, as well as additional supports required to meet these maximum spacings:
a. Maximum pipe support for PVC pipe:

Pipe Size Maximum Spacing
1” or less 4’-0”
l-1/4” - 2” 6’-0”
2-1/2” - 3” 7’-0”
3-1/2” & larger 8’-0”

4. Maximum pipe support for miscellaneous metallic piping:

Pipe Size Maximum Spacing
1” or less 5’-0”
1” & larger 7’-0”
E. Hydrostatic testing (pressure pipe):

1. Hydrostatically pressure test pipe per ANSI/AWWA C600, Section 4.

2. Pressure and leakage test:
a. Test restrictions;
1) Test pressure shall not be less than 1.5 times the working pressure at the highest point along the test section.
2) Test pressure shall not exceed pipe or thrust-restraint design pressures. 3) The hydrostatic test shall be of at least 2-hour duration. 4) Test pressure shall not vary by more than +5 psi for the duration of the test.
5) Valves shall not be operated in either direction at differential pressure exceeding the rated valve working pressure.
6) Valves can then be opened enough to equalize the trapped pressure with the line pressure, or fully opened if desired.
7) Provide an independent valve to reduce the line pressure to the rated valve pressure on completion of the test.
8) Test pressure shall not exceed the rated pressure of the valves when the pressure boundary of the test section includes closed resilient-seated gate valves or butterfly valves.
b. Pressurization:
1) All newly laid pipe or any valved section thereof shall be subjected to a hydrostatic pressure of at least 1.5 times the working pressure at the point of testing.
2) Each valved section of pipe shall be slowly filled with water, and the specified test pressure, based on the elevation of the lowest point of the line or section under test and corrected to the elevation of the test gauge. 3) Test pressure shall be applied by means of a pump connected to the pipe in a manner satisfactory to the Owner.
4) Valves shall not be operated in either the opening or closing direction at differential pressures above the rated pressure.
5) Allow the system to stabilize at the test pressure before conducting the leakage test.
c. Air removal:
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WATER SYSTEM IMPROVEMENTS PIPE AND PIPE FITTINGS
PROJECT 500198
1) Before applying the specified test pressure, air shall be expelled completely from the pipe, valves, and hydrants.
2) If permanent air vents are not located at all high points, the Contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water.
3) After all the air has been expelled, the corporation cocks shall be closed and the test pressure applied.
4) At the conclusion of the pressure test, the corporation cocks shall be removed and plugged or left in place at the discretion of the Owner. d. Examination:
1) Any exposed pipe, fittings, valves, hydrants, and joints shall be examined carefully during the test.
2) Any damaged or defective pipe, fittings, valves, hydrants, or joints that are discovered following the pressure test shall be repaired or replaced with sound material, and the test shall be repeated until it is satisfactory to the Owner.
e. Leakage defined:
1) Leakage shall be defined as the quantity of water that must be supplied into the newly laid pipe or any valved section thereof to maintain pressure within 5 psi of the specified test pressure after the pipe has been filled with water and the air has been expelled for the specified 2-hour test duration.
2) Leakage shall not be measured by a drop in pressure in a test section over a period of time.
f. Allowable leakage: None
g. When hydrants are in the test section, the test shall be made against closed hydrant valves.
h. Acceptance of installation:
1) Acceptance shall be determined on the basis of allowable leakage. 2) If any test of laid pipe discloses leakage greater than that specified in (f), the Contractor shall, at his own expense, locate and make approved repairs as necessary until the leakage is within the specified allowance.

F. Hydrostatic testing (non-pressure process pipe):

1. Hydrostatically pressure test all non-pressure pipe.

2. Pressure and leakage test:
a. Test pressure to 10 feet of head or to the maximum head that could be developed by filling the pipes and structures to overflow levels, whichever is greater.
b. Test duration: One (1) hour.
c. Allowable leakage: None
G. Air test for gravity drains (4-12 inch):

1. Mandrel test: After completion of the drain line, the line shall be cleaned and flushed by pulling a sewer ball through just prior to pulling the mandrel through.

2. A commercially manufactured, rigid, odd-numbering leg (9 legs minimum) mandrel, with a circular cross section having a diameter of at least 95 percent of the specified average inside diameter, shall be pulled through the pipe by hand.

The minimum length of the mandrel shall be equal to the nominal diameter of the pipe. Obstructions encountered by the mandrel shall be corrected by the Contractor.
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WATER SYSTEM IMPROVEMENTS PIPE AND PIPE FITTINGS
PROJECT 500198

3. Air test: After the mandrel test, each section of drain between successive manholes shall be air tested as follows:
a. With all outlets plugged, air shall be slowly added until the internal pressure is raised to 4.0 pounds per square inch gauge (psig). The compressor used to add air to the pipe shall have a blowoff valve set at 5 psig to ensure that at no time the internal pressure in the pipe exceeds 5 psig.
b. The internal pressure of 4 psig shall be maintained for at least two (2) minutes to allow the air temperature to stabilize, after which the air supply shall be disconnected and the pressure allowed to decrease to 3.5 psig. c. The time in minutes that is required for the internal air pressure to drop from

3.5 psig to 3.0 psig shall be measured. The results shall not be less than the minimum permissible duration for the air test pressure drop shown in Table 1.

Table 1. Minimum Time for Air Pressure Drop of 0.5 psig.

Time for Length Shown in Minutes/SecondsPipe
Diameter
(in)
0-200’ 201-250’ 251-300’ 301-350’ 351-400’
4-6 2:50 2:50 2:50 2:50 2:50
8 3:50 3:50 3:50 3:50 4:30
10 4:40 5:00 6:00 7:00 7:50
12 5:40 7:10 8:30 10:00 11:20
d. Should groundwater be present above the flowline of the pipe, the air pressure added to the 3.5 psig criteria shall be calculated by dividing the vertical height, in feet of groundwater above the flowline, by 2.31. The starting test pressure shall not exceed 9.0 psig.
e. If the time shown in Table 1 for the designated pipe size and length elapses before the air pressure drops 0.5 psig; the section being tested shall be passed and the test discontinued.

3.02 FIELD QUALITY CONTROL
A. Test each line at the Contractor’s expense in the presence and to the satisfaction of Engineer.

B. Provide all testing equipment, materials, tools, appliances and devices, and labor.

C. Leaks:

1. Make all joints and seams watertight and free of leaks.

2. Inspect all exposed shop- and field-welded seams.

3. Mark leaks clearly.

4. Repair all visible leaks on exposed piping.

5. Do not remove marks until leak is corrected.

6. Repair welded joints by chipping out defective parts and re-welding.

7. Do not hammer welds.

8. Repair at Contractor’s expense leaks discovered within one (1) year after final acceptance by Owner.
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WATER SYSTEM IMPROVEMENTS PIPE AND PIPE FITTINGS
PROJECT 500198

3.03 CLEANING
A. General:

1. The inside of all pipe, valves, and fittings shall be smooth, clean, and free from blisters, loose mill scale, sand, and dirt when erected.

2. Flush all lines prior to placing into service or prior to tie-in.

END OF SECTION
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PROJECT 500198

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WATER SYSTEM IMPROVEMENTS BASIC MECHANICAL REQUIREMENTS PROJECT 500198
SECTION 33 00 10

BASIC MECHANICAL REQUIREMENTS
PART 1 - GENERAL

1.01 SUMMARY
A. Work Included: The work included in this Section applies to all work that is required to provide all materials, labor, tools, permits and incidentals to provide and make ready for the use the plumbing for the proposed project.

1.02 SUBMITTALS
A. The Contractor shall provide submittals as required hereunder.

1. Product Data: Submit manufacturer's technical product data, including rated capacities of selected model clearly indicated, weights (shipping, installed and operating), furnished specialties and accessories, and installation and start-up instructions.

2. Shop Drawings: Submit manufacturer's assembly type shop drawings indicating dimensions, weight loadings, required clearances, methods of assembly of components, location and size of each field connection, arrangement and construction including bussing, and number and type of contactors employed.

3. Wiring Diagrams: Submit manufacturer's electrical requirements for power supply to equipment. Submit manufacturer's ladder type wiring diagrams for interlock and control wiring. Clearly differentiate between portions of wiring that are factory installed and portions to be field installed.

4. Maintenance Data: Submit maintenance data and parts list for equipment including control, accessory, and troubleshooting maintenance guide. Include this data and product data in maintenance manual.

5. Seismic Requirements: For all equipment that is roof-mounted, floor-mounted, or hung from structure, equipment manufacturer to provide, as a shop drawing submittal, all details, devices, etc., required for appropriate equipment mounting.

Provide structural calculations for equipment anchorage to resist inertial forces and seismic forces based on the latest California Building Code requirements.

6. Provide Product Data for accessories such as:
a. Access panels
b. Heat tape
B. Manufacturer’s Instructions and Field Reports: Equipment instructions for installation and testing of equipment shall be provided with equipment submittals. A manufacturer’s certification letter shall be submitted.

C. Operation and Maintenance: Paper or electronic copies of the primary equipment Operation and Maintenance manuals shall be submitted for information with the initial equipment submittals.

1.03 QUALITY ASSURANCE
A. Where any of the Contract Documents are at variance with the applicable codes governing the work, the code requirements shall take precedence. The Contractor shall include any cost necessary for code compliance in the bid price.

B. The Contractor will verify the actual dimensions of the systems (i.e., ducts and piping) and equipment proposed to assure that the systems and equipment will fit in 33 00 10-2
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the available space. The Drawings are intended to be diagrammatic and are based on one manufacturer's equipment. They are not intended to show every item in its exact dimensions, or all the details of the equipment or proposed systems layout C. The Contractor shall install all mechanical systems within the limitations imposed by the architectural, structural, and electrical requirements and provide adequate space for manufacturer's recommended maintenance and code required clearances.

D. The Contractor shall provide a submittal and obtain City approval for any substitutions of the material or equipment.

E. It is the Contractor's responsibility to verify the proposed equipment will fit in the allocated physical space and meet all requirements of these Specifications, with all required manufacturers and code required clearances
F. Coordination of mechanical equipment and electrical service to that equipment is solely the responsibility of the Contractor. The Engineer's review of submittals that indicates incorrect electrical service does not relieve the Contractor of the responsibility of providing the current electrical characteristics at no additional cost to Owner.

G. Qualifications: Firms regularly engaged in the manufacture of HVAC and plumbing equipment, of the types and capacities required.

H. Regulatory Requirements; UL and/or AGA Compliance: Provide units that are UL and/or AGA listed.

I. Unless otherwise noted, where the Specification refers to SMACNA in reference to sheet metal or flexible ductwork accessories, this refers to HVAC Duct Construction Standards, Metal and Flexible, latest edition, as published by SMACNA (Sheet Metal and Air Conditioning Contractors National Association, Inc.).

J. Unless otherwise noted, where the Specification refers to SMACNA in reference to fibrous glass ductwork accessories, this refers to Fibrous Glass Duct Construction Standard.

1.04 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, and handle materials and equipment in a manner to prevent damage and deterioration. Store in original container that identifies manufacturer's name, brand and model number. Do not store indoor equipment outdoors unless provided with a waterproof protective cover.

B. Replacement: In the event of damage, immediately make all repairs and replacements necessary.

PART 2 - PRODUCTS

2.01 MANUFACTURERS
A. All article fixtures and equipment of a kind shall be the standard product of one manufacturer.

B. Trade names and manufacturer’s names denote the character and quality of equipment desired and shall not be construed as limiting competition.

2.02 MATERIALS
A. Do not use products containing asbestos.
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PART 3 - EXECUTION

3.01 EXAMINATION
A. Equipment Serviceability

1. Locate and install equipment so that it may be serviced. Demonstrate that there is room to remove all coils, burners, tube bundles, filters, pumps and motors, electrical equipment, and similar items.

2. Replace or reposition equipment which is too large or located incorrectly to permit servicing, at no additional cost to the Owner.

3.02 INSTALLATION
A. Install in accordance with manufacturer's installation instructions, plumb and level, firmly anchored to vibration isolators. Maintain manufacturer's recommended clearances.

B. Install equipment as described herein.

C. Manufacturer's Supervision: The Manufacturer shall supervise field assembly (if any) and installation of equipment work, with factory trained technical service representative. The Manufacturer shall prepare a written report of installation and testing, signed by the Owner’s Representative.

1. Include leak testing in scope of supervision by manufacturer's representative.

2. Include lubrication, including filling of reservoirs, and confirming that lubricant is of quantity and type recommended by manufacturer in scope of supervision by manufacturer's representative.

3. Paint damaged and abraded factory finish with touch-up paint matching factory finish in type and color.

D. The Contractor shall start up equipment, in accordance with manufacturer's start-up instructions, and in presence of manufacturer's representative. Test controls and demonstrate compliance with requirements. Replace damaged or malfunctioning controls and equipment.

E. Provide proper sizing when providing sleeves or core-drilled holes to accommodate the penetration.

3.03 CLEANING
A. Upon completion of installation, thoroughly clean all exposed portions of equipment, removing all temporary labels and traces of foreign substances. Throughout work, remove all construction debris and surplus materials accumulated by this work.

3.04 DEMONSTRATION
A. Upon completion of work and adjustment of all equipment, test systems to demonstrate to Owner’s Representative and Engineer that all equipment furnished and installed or connected under provisions of these Specifications functions mechanically in the manner required.

3.05 PROTECTION
A. Repair and seal all damage to the building around pipes, ducts, fixtures, etc.

END OF SECTION
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WATER SYSTEM IMPROVEMENTS CASING PIPE
PROJECT 500198
SECTION 33 05 23.16

CASING PIPE
PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes: Installation of the steel casing pipe by the boring and jacking method.

B. The Contractor shall have sole responsibility for the means and methods utilized to install the steel casing pipe under Cirby Creek to the lines and grades shown and for preventing settlement or heave, all within the tolerances specified herein and subject to review by the Engineer. The Contractor shall demonstrate to the Engineer that their proposed means and methods shall complete the Work in accordance with the City of Roseville Construction Standards specifications, this section, applicable codes, and the construction schedule.

C. Provide all items required to complete the Work as specified including, but not limited to, the jacking system, pit construction, settling monitoring and surveying, casing pipe, slurry spoil transportation, hoisting, lifting, safety, and control equipment. The equipment shall be determined by the Contractor based on their sole investigation and assessment of the soil and site conditions. Contractor shall refer to the Geotechnical Report included in the Appendices of these specifications.

D. Jacking and receiving pits working areas have been identified on the Plans and take into consideration underground utility conflicts and traffic impacts. Alternate pit construction locations may be allowed as agreed to in writing by the City and the Engineer.

E. Furnish the services of a licensed Civil or Structural professional engineer registered in the State of California to prepare signed and sealed design plans and submittals related, at a minimum, to the casing pipe, pit excavation and shoring, and tunneling equipment.

F. Furnish the services of a licensed surveyor registered in the State of California to prepare, perform, sign, and seal all surveys and settlement monitoring requirements.

1.02 REFERENCE STANDARDS
A. Where reference is made to one of the Standards below, the revision in effect at the time of bid opening shall apply.

Reference Title
Occupational Safety and Health
Administration (OSHA)
Regulations and Standards for U nderground
Construction
(29 CFR Part 1926, Subpart Section
1926.800, final rule dated June 9, 1989).

ASTM A36 - Standard Specification for
Carbon Structural Steel.

American Society for Testing and Materials
(ASTM)
ASTM C150 - Standard
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PROJECT 500198
ASTM A139 Electric-Fusion (Arc)-Welded
Steel Pipe (NPS 4 and Over)
American Welding Society (AWS)
American Water Works Association (AWWA) C200 Steel Water Pipe 6-Inches and Larger

1.03 DEFINITIONS
A. General:

1. Annular Space:
a. The radial measure for the void created between the outside radius of the jacking pipe and the radius of the outermost excavation along the entire pipeline. The distance includes the overcut caused by new gauge cutters.

2. Auger Boring:
a. The construction method, as it relates to this project, where an oversized steel casing is jacked forward simultaneously while an encased auger excavates the face and removes spoils to the jacking shaft pit. The auger boring system normally includes a Dutch water level for inclination measurement. The auger boring system may have directional control to assist in maintaining line and grade control. The steel casing is oversized to accommodate the setting of the carrier pipe to operational line and grade requirements.

3. Carrier Pipe:
a. As it relates to this work, a restrained mechanical joint ductile iron force main pipe for conveyance of pumped potable water. See also Product Pipe.

4. Casing (Pipe):
a. A pipe, typically made of steel, used to support a tunnel in which the product or carrier pipe is later inserted. The steel casing provides initial ground support and transfers the forward push of the jacks through the pipe string to the face.

5. Compression Ring/Packer:
a. An engineered material designed as a ring and fitted between the bell and spigot jacking pipe ends to help distribute the jacking forces more uniformly over the entire bearing surface. The packer compensates for steering, misalignment, and pipe end irregularities during the jacking process.

6. Controls:
a. The system that synchronizes excavation, removal of excavated material, and jacking of pipe to maintain overall balance to provide complete and adequate ground support at all times.

7. Cutterhead:
a. Any rotating tool or system of tools on a common support, which excavates at the face of a bore.

8. Dewatering:
a. Any system of wells or excavations and pumps used for the expressed purpose of lowering the groundwater or to remove groundwater from an excavation.

See also Sump Pump.

9. Earth Pressure Balance:
a. Is an excavation process where mechanical pressure is applied to the cutter face, equal and opposite to the pressure of the earth against the cutter face.

Excavation is controlled to maintain the opposing pressure to prevent heave or subsidence.
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10. Emergency Recovery Shaft:
a. A vertical excavation required for the removal of an obstruction or for removal and/or repair of the trenchless construction equipment. The location of an emergency shaft is determined by construction necessity and typically will not have additional civil structures constructed in the shaft.

11. Face:
a. The location where excavation takes place; the head of the tunnel excavation; typically vertical or near vertical.

12. Full Face Control:
a. Complete mechanical or slurry support of the excavated face at all times.

13. Geologic Contact:
a. An interface between two geological strata.

14. Lubricant (Lubrication):
a. A fluid, normally bentonite and/or polymers, used to reduce frictional jacking loads on the jacking pipe and fill the annular space.

15. Obstruction:
a. An object, other than conditions anticipated, that lies either fully or partially in the direct path of the tunnel excavation and prevents the MTBM's or other tunneling method from progressing and; small hard object whose principal dimension is less than or equal to 24- inches and with an unconfined compressive strength (UCS) greater than 30,000 psi, or large hard object whose principal dimension is greater than 24- inches and with an UCS greater than 3,000 psi.

16. Overcut:
a. The radial distance between the excavated hole and the outside radius of the MTBM or tunneling equipment; may also be described as the radial distance beyond the shield that the gauge cutter, the cutter that creates the greatest outside diameter, excavates.

17. Packer:
a. High quality fiberboard, which may contain other cushioning materials and is used to protect adjacent jacking surfaces from coming in direct contact with each other, distributing jacking loads, and helping to prevent pipe damage from microscopic pipe end imperfections.

18. Pipe Jacking:
a. Constructing a pipeline by hydraulically jacking consecutive sections of jacking pipe through the ground behind the tunnel excavation.

1.04 SUBMITTALS
A. Submit the following in accordance with Section 01 33 00 a minimum of 30-days before starting construction:

1. Submit drawings and calculations signed and stamped by a California registered engineer who has a minimum 5-years of professional experience in preparing calculations and drawings for shored and braced jacking and receiving pits in accordance with OSHA requirements. At a minimum, the submittal shall include:
a. Jacking pits that are designed to accommodate pipe's maximum allowed
jacking capacity, thrust block design, and contractor's surcharge loads. b. Calculations and configuration of the pit shoring and bracing system.

2. Submit drawings and calculations signed and stamped by a California registered engineer who has a minimum of 5-years of professional experience in preparing 33 05 23.16 -4
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calculations and drawings for the steel casing pipe suitable for the Cirby Creek crossing. At a minimum, the submittal shall include:
a. A letter of compliance or corporate certification for the steel casing. b. Structural and deflection calculations for the jacked casing pipe. c. Calculations to determine the casing thickness required to withstand earth, impact, and installation forces from the jacking equipment. d. Casing coating
e. Casing joint and joining method
f. Calculations of maximum jacking capacity of steel casing pipe with an acceptable safety factor (Min 1.5). If the steel casing pipe manufacturer is performing calculations, PE shall be registered in the US. If the contractor is performing the calculations, the PE shall be registered in California .

3. Submit drawings and calculations signed and stamped by a California registered engineer who has a minimum 5-years of professional experience in preparing calculations and drawings for the proposed jacking and boring system. At a minimum, the submittal shall include:
a. Information regarding the jacking equipment that will be used. This shall include such items as maximum jacking capacity, jack size, arrangement, power source, jacking assembly.
b. Detailed descriptions of equipment, materials, sequence, and procedures for jacking steel casing pipe including provisions for standby and backup equipment.
c. Revisions to shop drawings, as
necessary, to accommodate field conditions
and/or compliance as specified herein.
d. Description of lubrication mix equipment and procedure for lubricating the pipe during jacking operations (if determined necessary), including estimated volume for
the anticipated soils.

4. Submit materials to be used for lubrication.
a. Submit Material Safety Data Sheet (MSDS) for lubricant additives. b. Use NSF/ANSI Standard 60 Certified or equal approved materials only.

Materials shall be eco-friendly materials.
c. Details that demonstrate that the lubrication delivery system shall have sufficient pressure and volume for lubrication to perform as intended and prevent inadvertent returns.
d. Calculations and operating information that shall be controlled with the intent of preventing inadvertent returns.
e. Sample lubrication log sheet including time, date, sampler, pit location, pipe number, slurry additives type, quantity added, soil type, viscosity, specific gravity, water added, and system operating pressures and volumes.

5. Certifications showing personnel working on site have current Hazardous Waste Operations and Emergency Response (HAZWOPER) training. Certificates shall be valid for the duration of the completed jacking operations and completed installation of the carrier pipe within the casing pipe.

6. Submit a Cal-OSHA site specific safety plan pertaining to the tunneling operation.

7. Contact grout material design and design of system used for placing contact grout with appropriate material safety data sheets (MSDS). Contact grout system details are to include at a minimum location of one-way valves, mixing valves, pressure delivery gauges, pressure control methods, valve arrangement, and anticipated final delivery pressure.

8. Submit a contingency plan for each of the following:
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a. Restoration of line and/or grade if tolerances are exceeded. Restoration to line and/or grade is not to exceed a return to line and/or grade exceeding 0.5-inch in 25 feet.
b. Groundwater, surface water and/or construction water beginning to flow at tunnel face.
c. Settlement monitoring detects out of tolerance settlement/heave. d. Jacking forces exceed 80% (e.g., 80 tons for 100 tons of pipe capacity) of maximum jacking capacity of steel casing pipe.
e. Actual jacking forces exceed 80% (e.g., 96 tons of 120 tons of jacking force) of maximum allowed jacking force of the hydraulic jacks.
f. Removal of an obstruction when tunnel encounters an obstruction while under creek. Excavation from surface is not permitted.

9. Traffic Control Plan (TCP)
a. The Contractor shall prepare and submit for favorable approval by The City a traffic control plan specific to the tunneling operation to install the casing pipe and carrier pipe. The TCP shall be prepared in accordance with City requirements and the State of California Manual of Traffic Controls (CalTrans) and clearly identify all traffic control devices, message boards, etc. that will be used to secure the pits and safely managed traffic throughout the tunneling operation.

1.05 GEOTECHNICAL CONDITIONS
A. A geotechnical investigation and report were conducted for the Cirby Creek portion of this project. The Geotechnical Engineering Study for City of Roseville - Cirby Creek Waterline Crossing has been included as a reference document to the Project Manual.

This geotechnical report is for reference only; the Contractor shall rely on their own personal observation and investigation of the site for determining what soil conditions that may be encountered. Based on the Contractor’s assessment, it shall be their sole responsibility and bear all risk in selecting the tunneling means and methods suitable for installing the casing pipe and the carrier pipe within the casing pipe.

1.06 QUALITY ASSURANCE: EXPERIENCE REQUIREMENTS
A. Bore and Jack Tunneling Project Superintendent: Experience requirements consist of at a minimum,

1. The construction and completion of a minimum of five bore and jack pipeline projects; each with a minimum drive of 100 L.F using bore and jack as the method of installation; and completed in the 5 years previous to the bid date.

2. Operated a bore and jacking machine similar to the one proposed on this Work.

3. Utilized the same type of pipe material as used in this Work.

4. Successfully completed a project in similar ground conditions to those anticipated in this Work.

B. Experience Record:

1. For the above items, the experience record shall also include a listing of the five
most recent (three for the Project Superintendent) bore and jacking projects, and all projects demonstrating the required experience.

2. The experience record shall include name of project, the agency that contracted for the project, name of contact including all contact information, jacking pipe 33 05 23.16 -6
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PROJECT 500198
material, soil conditions, longest drive planned and completed, and total footage planned and completed.

3. If the tunneling/pipe jacking work was performed as a subcontractor, the record shall include name of general contractor, name of contact and all contact information.

C. Engineer Experience:

1. Professional engineer licensed by the State of California with an experience record demonstrating qualifications for designs and calculations to be performed and submitted to City.

2. Experience record shall include the most recent five tunneling/pipe jacking projects completed that have similar tunneling features as this Project.

3. The experience record shall include name of project, the agency that contracted for the project, name of contact including all contact information and the record shall include name of general contractor, name of contact and all contact information.

1.07 ALLOWABLE SETTLEMENT/HEAVE
A. Allowable Settlement/Heave: Ground deformation during and after construction shall not exceed 13 millimeters (0.5 inches) as measured above and along the centerline of the tunnel being installed. The means of measurement shall not be solely based upon measurements of improvements; the means of measurement shall also penetrate into native soil. Unless otherwise noted, all surface improvements are to be restored to original condition at no additional cost to Owner.

B. Annular Space Grouting: If the annular space, as measured by the new gauge cutter dimension, is in excess of 19 millimeters (3/4-inch), fill the annular space with contact grout upon completion of the drive, unless otherwise specified by Contract Documents.

When grouting is required to control settlement, pressure-injected grout shall fill voids outside the limits of the excavation created by caving or collapse of earth cover over the excavation. Grout pressures, as required by this section shall not produce greater than the allowable heave of the overlying ground surface as required in this section.

1.08 DELIVERY, STORAGE, AND HANDLING
A. Care shall be taken in loading, transporting and unloading to prevent injury to the casing pipe or coatings. Casing Pipe shall not be dropped. Any damage to the casing pipe coatings shall be repaired in accordance with manufacturer's written recommendations.

B. All casing pipes shall be subjected to a careful inspection prior to being installed. If any casing pipe fails to meet the requirements specified herein, it shall be removed and replaced with a satisfactory casing pipe.

1.09 PROJECT/SITE REQUIREMENTS
A. The completed installation shall be suitable in all respects for transporting pumped sewage without affecting the stability and integrity of the overlying roadway.

B. Discharge from dewatering operations shall be directed into approved receiving basins in accordance with all applicable regulatory requirements. 33 05 23.16 -7
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PROJECT 500198
C. Furnish and implement all traffic control and safety procedures during all tunneling operations.

D. Inspect the locations where jacking operations will be conducted and the steel casing pipe is to be installed, verify the conditions under which the work will be performed, and provide all necessary details, whether shown or specified on the Drawings or not, for the orderly prosecution of the work.

E. Be prepared to work at night and on weekends, if required, to complete the work.

F. Request and obtain written authorization in accordance with the General Conditions prior to working nights and weekends.

G. Jacking/tunneling operations shall not result in measurable settlement, movement, or cracking of railroad, roadway, or adjacent structures. If any movement or settlement occurs which causes or may cause damage to the railroad, roadways, or structures over, along, or adjacent to the work, jacking/tunneling operations shall stop immediately except for those activities which assist in making the work secure and prevent further movement, settlement, or damage. Jacking/tunneling operations may resume only after all necessary precautions have been taken to prevent further movement, settlement, or damage.

H. Roadways and structures damaged by jacking/tunneling operations shall be repaired or replaced as necessary to restore them to their original condition or better upon completing the boring operation at no additional cost to the Owner.

PART 2 - PRODUCTS

2.01 GENERAL
A. Per City of Roseville Construction Standards Section 81, with the following exceptions

2.02 STEEL CASING
A. Casing pipe shall be smooth walled, straight seam or seamless, square cut steel pipe conforming to ASTM A-139, Grade B and AWWA C200.

B. Used pipe is not authorized.

C. Spiral welded casing is not authorized.

D. All casing lengths shall be compatible with the jacking/tunneling equipment and pit size used and of length to minimize the number of casing pipe used.

E. The Contractor shall be fully responsible for the sufficiency of the casing provided.

2.03 LUBRICATION
A. If lubrication is used in jacking force calculation, lubricant and lubrication system, and lubricant calculations shall be submitted for review.
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PROJECT 500198
B. If lubricant is used in jacking force calculations, lubricant shall be used at all times.

2.04 DEWATERING
A. Dewatering system shall be used at all pit locations if ground water is present or anticipated to lower water to a minimum of 2 feet below shaft invert.

B. Water shall be anticipated to ground surface or to standing water in channel, whichever elevation is higher.

C. Dewatering system shall be capable of drawing down groundwater in middle of channel to below tunnel invert.

D. Dewatering of channel from the surface is not permitted.

PART 3 - EXECUTION

3.01 GENERAL
A. This work shall consist of installing steel casing by a bore and jack method selected by the Contractor and acceptable by the Engineering at the location shown on the Plans. This includes all applicable work such as excavating, shoring, dewatering, backfilling, end sealing, and traffic control as prescribed in this specification and in the encroachment permit.

B. Pavement shall not be cut unless specifically allowed by the Engineer, in accordance with applicable encroachment permit.

C. Notify Owner at least fourteen (14) days in advance of the planned start of jacking operation located within the roadway.

D. Observed water levels prior to construction are to be below the invert elevation of the shaft. Groundwater control along and at the face of the jacking steel casing pipe shall include grout stabilization as required.

3.02 JACKING AND RECEIVING PITS
A. Material excavated for jacking and receiving pits shall not be stockpiled near pit excavations. Material shall be stockpiled at a site approved by the Engineer.

B. Pits shall be adequately shored in accordance with CAL-OSHA requirements. Shoring for jacking and receiving pits located within 5- feet (5') of traffic lanes on the City roads shall not extend more than 36 inches (36") above the pavement grade unless otherwise authorized by the Engineer or Agency with jurisdiction.

3.03 CASING INSTALLATION
A. A jacking head or cutter head shall be attached to the leading section of casing pipe to prevent wobble or variations in alignment during the jacking/tunneling operation. 33 05 23.16 -9
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B. Contractor shall take all precautions necessary to protect the driving ends of the casing from spalling, cracking, or other damage. All damaged casing shall be replaced at no cost to the City.

C. All joints shall be a continuous circumferential weld, when welding is required, that can provide adequate stress transfer across the joints to resist the jacking forces involved unless approved otherwise.

D. Jacking/tunneling operations for the steel casing pipe shall be continuous and precautions shall be taken to avoid interruptions, which may cause the pipe to "freeze" in place.

E. Dewatering through the steel casing pipe during construction shall not be permitted.

F. All holes, voids, or crevices around the outside of the casing created by the jacking operation shall be pressure grouted. The volume of spoil removed from the tunnel shall be closely monitored and compared with the estimated volume of soil displaced by the steel casing pipe as jacking progresses. In the event that soil removal begins to exceed the calculated displaced volume, the Contractor shall modify his operation to reduce the potential for over excavation and notify the Owner.

G. Wing cutters, if used, shall be a maximum of one inch (1") larger than the casing.

Voids caused by the use of wing cutters shall be grouted as follows, or as otherwise specified by the Engineer: The increments for grout holes shall be minimum eight feet (8') intervals staggered and located 22-1/2 degrees from the vertical axis of the casing.

H. Alignment: Casing shall be jacked true to line and grade as shown on the Drawings.

The allowable tolerance from the exact line and grade shall not exceed one inch for each one hundred feet.

I. After the steel casing pipe has been completely installed, thoroughly clean the interior of the steel casing pipe, and remove all excess material leaving a smooth interior throughout.

3.04 PIPE INSTALLATION
A. Upon successfully installing the casing pipe and placing the contact grout to the Engineer’s satisfaction, the carrier pipe shall be installed in accordance with the contract documents and the manufactures recommendation, whichever is more stringent.

B. Upon successfully installing the carrier pipe within the casing pipe, the Contractor shall connect the pipe using a mechanically restrained coupling in accordance with the contract documents.

3.05 EXCAVATION AND BACKFILL
A. Excavate and backfill the jacking and receiving pits in accordance with Section 31 23 33, Trenching and Backfilling.
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3.06 TRAFFIC CONTROL
A. All traffic control devices including, but not limited to, barricades, signs, reflectors, and concrete barrier rails shall be as defined in the State of California Manual of Traffic Controls (CalTrans).

B. Install and maintain six (6) foot chain link fence around boring and receiving pits during non-working hours.

C. Reflectors shall be affixed to the shoring on the sides facing traffic.

D. The Contractor shall be solely responsible for furnishing and implementing all traffic control and safety devices and equipment throughout the tunneling operation.

Contractor is made aware that the City may require additional traffic control and safety provision that the Contractor shall furnish at no addition cost to the City.

3.07 SITE RESTORATION
A. Following pipe installation and tunnel backfill operations, restore the profile of the right- of-way to its original condition. Restore roadway in accordance with the City encroachment permit and these plans.

B. Remove all equipment, supplies, excess excavation materials, and miscellaneous items associated with the jacking operation and leave the site in a clean and tidy condition.

END OF SECTION
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WATER SYSTEM IMPROVEMENTS DUCTILE IRON PIPE
PROJECT 500198
SECTION 33 11 13.13

DUCTILE IRON PIPING
PART 1 - GENERAL

1.01 SUMMARY
A. Refer to City of Roseville Construction Standards, Section 81, with the following additions and exceptions.

B. Section includes:

1. Provide ductile iron piping complete with all fittings, jointing materials, pipe hangers and supports, anchors, blocking, and other necessary appurtenances.

1.02 REFERENCES
A. Reference standards:

1. ANSI/AWWA C104/A21.4: Standard for Cement Mortar Lining for Ductile Iron Pipe and Fitting for Water.

2. ANSI/AWWA C105/A21.5: Standard for Polyethylene Encasement for Ductile Iron Piping for Water and Other Liquids.

3. ANSI/AWWA C110/A21.10: Standard for Ductile Iron and Gray Iron Fittings, 3-In.

Through 48-In., for Water and Other Liquids.

4. ANSI/AWWA C111/A21.11: Standard for Rubber Gasket Joints for Ductile-Iron Pressure Pipe and Fittings.

5. ANSI/AWWA C115/A21.15: Standard for Flanged Ductile-Iron Pipe with Threaded Flanges.

6. ANSI/AWWA C150/A21.50: Standard for Thickness of Ductile-Iron Pipe.

7. ANSI/AWWA C151/A21.51: Standard for Ductile Iron Pipe, Centrifugally Cast, for Water and Other Liquids.

8. ANSI/AWWA C153/A21.53: Standard for Ductile Iron Compact Fittings 3-In. through 16-In. for Water and Other Liquids.

9. ANSI/AWWA C600: Standard for Installation of Ductile-Iron Water Mains and Their Appurtenances.

10. ASME/ANSI B16.1: Cast Iron Pipe Flanges and Flanged Fittings.

11. ASTM A48: Standard Specification for Gray Iron Castings.

12. ASTM A377: Standard Index of Specification for Ductile-Iron Pressure Pipe.

13. ASTM A536: Standard Specification for Ductile-Iron Castings.

14. ASTM C150: Standard Specification for Portland Cement.

15. ASTM D1248: Standard Specification for Polyethylene Plastics Molding and Extrusion Materials.

16. ASTM D395-89 Method B: Standard Test Method for Rubber Property - Compression Set.

17. ASTM D412-87: Standard Test Method for Rubber Properties in Tension.

18. ASTM D2240-86: Standard Test Method for Rubber Properties - Durometer Hardness.

19. ASTM A307: Standard Specification for Carbon Steel Bolts and Studs.

1.03 SUBMITTALS
A. Product Data and Shop Drawings:

1. Material specification data.
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WATER SYSTEM IMPROVEMENTS DUCTILE IRON PIPE
PROJECT 500198

2. Detailed Pipe layout Drawings.

3. Installation instructions.

1.04 DELIVERY, STORAGE, AND HANDLING
A. During loading, transporting, unloading and storage, prevent damage to material.

1. To ensure undamaged condition.

2. Use wide bearing area slings and wide padded skids.

3. Do not use bare cables, chains, hooks, metal bars, or narrow skids.

4. Laterally support pipe, fittings, and specials to maintain shape.

5. Separate materials so they do not bear against each other.

6. Securely fasten load to prevent movement in transit.

B. Do not drop pipe or fittings.

C. Adequately tag or otherwise mark all piping and fittings as to size.

D. Acceptance at site:

1. Reject products with dents, kinks, abrupt changes of curvature or other injuries.

2. Reject any product dropped from truck or crane.

3. Replace or recondition at Contractor’s expense rejected items.

4. Reconditioning subject to Engineer’s acceptance.

5. Replace coatings as originally specified on reconditioned pipe.

1.05 PROJECT/SITE CONDITIONS
A. Environmental requirements: See specification Section 02 00 00 PART 2 - PRODUCTS

2.01 MANUFACTURERS
A. Acceptable manufacturers:

1. U.S. Pipe and Foundry Co.

2. Pacific States.

3. Or equal.

B. Manufacturers for fittings, joints, and couplings are listed with the specific materials in Section 2.02, Materials.

2.02 MATERIALS
A. Pipe:

1. Ductile iron: ANSI/AWWA C151/A21.51 - Classified as listed below:
a. 12 inches and below: Pressure Class 350.
b. 24 inches and above: Pressure Class 250.
c. All pipe burial depth greater than 15 feet below finished grade: Pressure Class 350.

B. Fittings:

1. Ductile iron: ANSI/AWWA C110/A21.10 dimensions, ASTM A536 Grade 80-60-03 or 70-50-05. ANSI/AWWA C153 fittings are allowed.

C. Joints:

1. All joints shall be restrained.
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WATER SYSTEM IMPROVEMENTS DUCTILE IRON PIPE
PROJECT 500198

2. Mechanical joints: ANSI/AWWA C111/A21.11.

3. Mechanical joints with tie rods:
a. Tie rods: ASTM A307.
b. Steel pipe spacers: ASTM A120, standard weight.
c. Washers: ANSI A27.2 plain steel.
d. Plastic plugs: As recommended by pipe manufacturer.

4. Flanged joints:
a. Flanges:
1) General use: ANSI A21.15 or ASME/ANSI/B16.1, 125 lb. b. Bolts: ASTM A307, chamfered or rounded ends projecting 1/4-inch to 1/2-inch beyond outer face of nut, unless otherwise specified.
c. Nuts: ASTM A307, hexagonal, ANSI B18.2, heavy semi-finished pattern, unless otherwise specified.
d. Flanged bolts and nuts shall be type 316 stainless steel for the following conditions:
1) Submerged in water or wastewater.
2) In an enclosed space above wastewater.
3) Buried.
e. Gaskets: Full face, 1/8-inch thick, rubber.

5. Threaded connections: ANSI B2.1 NPT; provide service saddles at all tapped connections.

6. Restrained joint:
a. Mechanical joint with EBAA Iron Megalug or equal.

7. Flanged coupling adapters:
a. 12 inches and under: Smith-Blair Type 912, Dresser Style 127, or equal, with anchor studs and stainless steel nuts, bolts, and washers. b. 14 inches and over: Smith-Blair Type 913, Dresser Style 128, or equal.

8. Service saddles: Ductile iron with double galvanized steel straps and rubber sealing gasket, 250 psi pressure rating, stainless steel nuts, bolts, and washers.

9. Restrained flange adapters:
a. EBAA Iron 2100 Megaflange or as shown on the plans or equal.

D. Corrosion control:

1. Shop lining and coating:
a. Lining: Mortar, NSF 61 approved
b. Rust-preventative compound: Houghton “Rust Veto 344,” Rust-Oleum “R-9.” c. Coating
1) Buried: Bituminous coating per ANSI/AWWA C104/A21.4. 2) Aboveground: Fusion bonded epoxy per AWWA C116 & C213

2.03 FABRICATION
A. Joints:

1. Type:
a. Buried: Restrained Mechanical.
b. Exposed: Flanged.
c. Other: As noted on Drawings.

2. 12 inches and smaller outlets, where main line is at least twice the diameter of the branch; tee or a tapping saddle is acceptable.

3. Where tie rods are required, except as indicated on Drawings provide:
a. 14 inches and below: Two (2) rods.
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WATER SYSTEM IMPROVEMENTS DUCTILE IRON PIPE
PROJECT 500198
b. 16 inches through 20 inches: Four (4) rods.
c. 24 inches through 30 inches: Six (6) rods.
d. 36 inches through 48 inches: Eight (8) rods.

4. Mark the centerline of each flange and mechanical joint piece.

5. Screw flanges onto screwed-on flanged pipe so that pipe extends completely through and flush with the flange.

6. Finish machine pipe ends and flange faces flat and perpendicular to pipe centerline in a single operation.

PART 3 - EXECUTION

3.01 EXAMINATION
A. Examine areas for:

1. Defects such as weak structural components that adversely affect execution and quality Work.

2. Deviations beyond allowable tolerances for piping clearances.

B. Start installation only when conditions are satisfactory.

C. Pipe:

1. Carefully examine pipe and fittings for cracks and other defects prior to installation.

2. Remove all defective pipe from site and replace.

3.02 INSTALLATION
A. Cutting pipe:

1. Cut pipe neatly without damage to pipe or cement lining.

2. Cut smooth, straight, and at right angles to pipe axis.

3. Dress and bevel end of cut pipe to remove roughness and sharp corners.

4. Cut cast iron with mechanical pipe cutters.

5. Cut ductile iron pipe with saw or abrasive wheel.

B. Cleaning:

1. Thoroughly clean pipe and fittings of foreign matter before installation.

2. Keep pipe and fittings clean until final acceptance.

3. Joint contact surfaces:
a. Wire brush, if necessary.
b. Wipe clean.
c. Keep clean until jointing is complete.

C. Piping in buildings or structures:

1. Completed installation should present a neat, orderly appearance.

2. Do not block openings, passageways, or pipe galleries.

3. Run piping parallel to walls of building or structure.

4. Keep piping from contacting walls, structures or installed items.

D. Piping underground:

1. Install in accordance with AWWA C600, except as specified herein.

2. Protect from lateral displacement while placing backfill.

3. Embedment and backfill per Earthwork Section.

4. Do not lay pipe:
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WATER SYSTEM IMPROVEMENTS DUCTILE IRON PIPE
PROJECT 500198
a. In water.
b. Under unsuitable weather conditions.
c. Under unsuitable trench conditions.

E. Jointing:

1. Restrained joints: Restrain all ductile iron joints for this project.

2. Follow manufacturer’s instructions.

3. Below Grade: Mechanical joints
a. If an effective seal is not obtained, disassemble joint, clean thoroughly, and reassemble.
b. Do not over-tighten bolts to compensate for poor installation. c. Carefully align holes in mechanical joints with tie rods to permit installation of the harness bolts.
d. Install flange and mechanical joint pieces so the mechanical joint holes, as well as the flange holes, straddle the top centerline for horizontal piping or the side centerline for vertical piping.
e. Restrain all joints on pressure pipe.

4. Above Grade: Flanged joints (for all above ground joints at the Dry Creek Douglas Blvd Bridge Crossing)
a. Take care when bolting flanges to ensure that there is no restraint on the opposite end of the pipe which would prevent gasket compression or cause unnecessary stress in flanges.
b. Leave one (1) flange free to move in any direction while tightening flange bolts. c. Tighten bolts gradually at a uniform rate to compress gaskets uniformly. d. Take special care in connecting to pumping equipment to ensure no stresses are transmitted to pump flanges by connecting piping.
1) Permanently support piping for accurate matching of bolt holes and uniform contact over the entire face of abutting pump and pipe flanges are obtained before bolting those flanges.
2) Allow pump connection piping to move parallel to its longitudinal centerline while bolts are tightened.
3) Level, align, and wedge pipes into position to fit connecting piping; but, do not install grout until after initial pipe fitting and alignment to allow shifting the pump on its foundation.
4) Grout pumps prior to final bolting of connecting piping.

5. Mechanical couplings:
a. Cut pipe ends clean and smooth.
b. Leave a space of 1/2-inch between pipe ends.
c. Restrain all couplings on pressure pipe unless indicate otherwise on the Drawings.

6. Wall castings: Provide where indicated on the Drawings.

F. Reducers:

1. Provide eccentric reducers.

2. Install with straight side on top to avoid trapping air.

G. Anchorage:

1. In interior locations and where subject to internal pressure anchor or harness piping with mechanically coupled or similar joints to prevent separation of joints. 33 11 13.13- 6
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WATER SYSTEM IMPROVEMENTS DUCTILE IRON PIPE
PROJECT 500198

2. Other location: Provide reaction blocking anchorages or other supports for fittings above grade or exposed in structure as indicated on the Drawings or as required to prevent movement.

3. Concrete blocking:
a. Bearing area as indicated on the Drawings, or as directed by the Engineer. b. Extend from fitting to solid undisturbed earth.
c. Install so joints are accessible for repair.
d. If adequate support against undisturbed earth cannot be obtained, provide restrained joints or metal harness anchorages across the joint and secure by anchoring to the pipes or fittings or other anchorage facilities as required for adequate support.
e. If the lack of a solid vertical excavation face is due to improper excavation, all excess costs shall be borne by Contractor.

H. Encasement:

1. Provide concrete encasement as indicated on the Drawings.

2. Provide concrete encasement under all buildings to a distance of five (5) feet outside of the footing.

3. Suitably support and block pipe and anchor against flotation.

I. Connection to existing pipelines:

1. Make connections between new and existing piping with suitable fittings.

2. Schedule connection to minimize inconvenience to the Owner.

3. Contractor shall dewater existing piping.

4. The City shall operate all existing valves.

5. Provide facilities for adequate dewatering and disposal of water from dewatered line and excavations without damage to adjacent property.

J. Corrosion control:

1. Metal surfaces:
a. See plans for test stations and other corrosion control details. b. Coat all steel clamp rods, bolts, and other metal accessories used in tapping saddles, anchorages or joint harnesses subject to submergence or contact with the earth and not concrete-encased.

K. Alignment:

1. Unless shown otherwise, piping shall be installed parallel to building lines, plumb, and level.

2. Piping shall be installed without springing or forcing the pipe in a manner which would set up stresses in the pipe, valves, or connected equipment.

3. All pipe flanges shall be set level, plumb, and aligned. All flanged fittings shall be true and perpendicular to the axis of the pipe. All bolt holes in flanges shall straddle vertical centerline of pipes.

3.03 FIELD QUALITY CONTROL
A. Hydrostatic tests:

1. Perform hydrostatic tests in accordance with City Standards.

END OF SECTION
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS WATER CONNECTIONS AND TIE-INS PROJECT 500198
SECTION 33 12 13

WATER CONNECTIONS AND TIE-INS
PART 1 - GENERAL

1.01 DESCRIPTION
A. Tie-ins to the City system shall be performed per the City Construction Standards, Section 81.

B. The following shall also apply.

C. This Section describes the procedures for tie-ins to the existing water main line and at the designated tie-ins to the existing water services.

1.02 SUBMITTALS
A. As specified in the City of Roseville’s Design and Construction Standards or as modified herein.

B. Submit catalog cut sheets, complete with maintenance data and assembly drawings for fittings, valves, and boxes.

C. Submit service line location as-builts for each property.

D. Submit a cross-over plan and abandonment plan each a minimum of 2-weeks before being needed.

1.03 RELATED WORK AND REFERENCES
A. City of Roseville Design and Construction Standards
B. City of Roseville Municipal Code and Plumbing Code
C. California Plumbing Code
D. Section 02 07 50 – Protection, Testing and Restoration of Existing Facilities E. Section 33 12 10 – Trenchless Pipe Installation
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION

3.01 TIE-IN TO EXISTING SYSTEM REQUIREMENTS
A. The Contractor is made aware that there may be existing pipelines in the project area constructed with asbestos concrete (AC) material which is considered a hazardous material if removed or disturbed.

1. If the Contractor encounters this pipe type, the contractor shall ensure that all pipe is properly protected from damage or disturbance.

B. Existing Water System

1. In order to prevent unnecessary interruption of the water main line, a controlled scheduling and sequence of the Contractor's work is necessary. The Contractor shall work in cooperation with the City’s Operations and Maintenance personnel to maintain continuous operation of the system.
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS WATER CONNECTIONS AND TIE-INS PROJECT 500198

2. The Contractor is required to submit a schedule and tie-in plan for City approval within ten (10) working days prior to starting any of the tie-in work. The plan shall include emergency response measures.

C. The Contractor shall not operate any City valve or other water appurtenances. This includes any new valve in continuous service (operation), even prior to final acceptance.

D. Connections to Existing Facilities:

1. The existing water main must remain in service until the new water main is tied in, tested, accepted, and all water services affected by the main are moved over to the new water line.

2. The new lines shall be extended as close as possible to the tie-in points. The new lines must be completely tested and accepted before tying into the existing lines.

3. New services shall be installed prior to testing of the new water main unless the existing service is to be re-used.

4. The cost of temporary facilities and other items necessary for successful completion of the project shall be included in the Contractor Bid.

5. The Contractor shall be fully prepared to complete the connection in the time allotted and shall not stop work until the facilities are restored to service or until otherwise directed so by the City.

6. All possible preparatory work shall be completed to the satisfaction of the City prior to connection to the existing system. The City reserves the right to cancel or delay the tie-ins due to weather, equipment or man-power concerns.

E. Exposing Existing Facilities

1. When connections are to be made to any existing pipe or other appurtenances, a minimum of 24-hours before the tie-in the Contractor shall excavate and expose the existing facility before the connection is made to determine the actual size, elevation, or position of the facility.

F. Tie-in Sequencing

1. After successful testing of the new water main line, the new water main line shall be connected to the existing waterline as shown on the plans.

2. Contractor is required to employ adequate resources to ensure that no customer shall be out of service for more than 4-hours at a time (during tie-in to the existing pipeline system). Additional limitations on outages during meter installation may provided in the Special Provisions.

3. The Contractor is responsible for determining if a customer will be out of water for more then 4-hours and providing an adequate bypass plan to provide water.

Contractor is responsible for all costs associated with a bypass plan (including obtaining City approval).

4. The Contractor shall notify the City Representative a minimum of 5-working days prior to any shut-downs. The Contractor will be responsible for notifying and coordinating with customers. The Contractor is responsible for any de-watering required to complete the tie-in and shall be included in the Contractors Bid.

5. The Contractor is responsible to keep the City Representative informed of all customer notifications (who was notified and when) throughout the project. 33 12 13-3
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS WATER CONNECTIONS AND TIE-INS PROJECT 500198

3.02 FLUSHING/DISINFECTION WATER DISCHARGES
A. The following types of non-stormwater discharges are anticipated for the flushing/disinfection phase of the project. Each discharge requires monitoring and notifications as noted below:

1. Water line flushing
a. Discharges associated with water line flushing are allowed to the City’s storm drain system as allowed by the City of Roseville’s Municipal Code Exemptions for Urban Stormwater Quality Management and Discharge Control (Chapter

14.2).
b. The Contractor must provide the City a plan for flushing which identifies the drainage inlets for flushing, the anticipated flow rate and volume, BMPs to be implemented during flushing, and monitoring procedures. c. BMPs must meet the requirements of the Stormwater Quality BMP Construction Guidance Manual which can be found on the City’s website.

2. Superchlorinated Discharges
a. Following disinfection of the system discharges of the superchlorinated water into the sewer will be allowed with specific permission of the Environmental Utilities Department.
b. Contractor is required to coordinate planned discharges to the sewer system with EDU and Wastewater Treatment (Brian Buchanan – 916-746-1812). c. Discharges to the storm drain system must be dechlorinated and meet the monitoring and reporting requirements of the State General Permit (NPDES) for Drinking Water System Discharges (including specific requirements for chlorine residual, pH, and turbidity.
**END OF SECTION**

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WATER DISTRIBUTION SYSTEM IMPROVEMENTS WATER CONNECTIONS AND TIE-INS PROJECT 500198

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33 13 10-1
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS DISINFECTING WATER MAINS PROJECT 500198
SECTION 33 13 00

DISINFECTING WATER MAINS
See City of Roseville Design and Construction Standards, Section 81 available at:
https://www.roseville.ca.us/government/departments/development_services/engineering_land_d evelopment/construction_management_inspection/design_construction_standards 33 13 10-2
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33 13 10-1
CITY OF ROSEVILLE 3/1/2023

WATER DISTRIBUTION SYSTEM IMPROVEMENTS WATER PIPING SYSTEM TESTING PROJECT 500198
SECTION 33 13 10

WATER PIPING SYSTEM TESTING
See City of Roseville Design and Construction Standards, Section 81 available at:
https://www.roseville.ca.us/government/departments/development_services/engineering_land_d evelopment/construction_management_inspection/design_construction_standards 33 13 10-2
CITY OF ROSEVILLE 3/1/2023

WATER DISTRIBUTION SYSTEM IMPROVEMENTS WATER PIPING SYSTEM TESTING PROJECT 500198

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40 05 60-1
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WATER SYSTEM IMPROVEMENTS MISCELLANEOUS PIPING COMPONENTS PROJECT 500198
SECTION 40 05 60

MISCELLANEOUS PIPING COMPONENTS
PART 1 - GENERAL

1.01 SUMMARY
A. This Section includes valves and miscellaneous components.

1.02 SUBMITTALS
A. Annotated Product Bulletins for all valves, miscellaneous components, and accessories utilized.

B. Installation, operating and maintenance manuals for all valves, miscellaneous components, and accessories utilized.

1.03 DELIVERY, STORAGE, AND HANDLING
A. All valves and miscellaneous items shall be packed, shipped, stored and handled in accordance with manufacturer recommendations.

1.04 MANUAL OPERATORS
A. All valves, except check valves and air/vacuum valves, shall be provided with manual operators unless otherwise specified.

1. The operator shall be either levers or handwheels opened in the counterclockwise direction, unless otherwise indicated.

2. Each valve body shall have cast thereon the word OPEN and an arrow indicating the direction to open.

3. Valves mounted higher than 6 feet above floor or operating level shall have chain operators.

4. Unless otherwise indicated, valves of sizes 4-inch and larger shall have gear-assisted operators

1.05 BURIED VALVES
A. Where buried, valves shall have extensions with square nuts.

1. Extended wrench nuts shall be provided so that the nut shall be within 40 inches of the cover.

2. Wrench nuts shall comply with Section 19 of AWWA C500.

3. A minimum of two operating keys, but no less than one key per every ten valves, shall be provided.

4. Provide valve boxes for all buried valves.

1.06 WARRANTY
A. Provide manufacturer’s written warranty, issued in the Owner’s name, to cover the equipment supplied against defects in workmanship and material for a period of one (1) year from the date of acceptance under normal use and service. Warranty shall include all materials and labor required.
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WATER SYSTEM IMPROVEMENTS MISCELLANEOUS PIPING COMPONENTS PROJECT 500198
PART 2 - PRODUCTS

2.01 FLEXIBLE EXPANSION JOINTS
A. Flexible expansion joints shall be installed in the locations indicated on the drawings.

Pipeline pressure shall not cause the flexible joint to extend.

B. Acceptable Manufacturers

1. EBAA Iron, Inc.: Flextend (Force Balanced)

2. Or equal
C. Quality Assurance

1. Manufacturer’s certification of compliance to the listed standards and requirements shall be readily available upon request.

2. The purchaser (or owner) shall reserve the right to inspect the manufacturer’s facility for compliance.

D. Materials

1. Units shall be manufactured of ductile iron conforming to the material requirements of ASTM A536 and ANSI/AWWA C153/A21.53.

2. Foundry certification of material shall be readily available upon request.

3. Sealing gaskets shall be constructed of EPDM.

E. Pressure Testing

1. Each flexible expansion joint shall be pressure tested prior to shipment against its own restraint to a minimum of 350 psi (250 psi for flexible expansion joints 2 inch and 30 inches diameter and larger.)

2. A minimum 2:1 safety factor, determined from the published pressure rating, shall apply.

F. Factory Mutual Approval

1. Required for 3-inch through 12-inch sizes.

G. Design Criteria

1. Each flexible expansion joint shall consist of an expansion joint designed and cast as an integral part of a ball and socket type flexible joint

2. Minimum per ball deflection of:
a. 20º for 2” to 12” pipe
b. 15º for 14” to 36” pipe
c. 12º for 42” to 48” pipe

3. 4-inches minimum expansion.

4. Additional expansion sleeves shall be available and easily added or removed at the factory or in the field.

5. Joining to pipe shall be by:
a. Below grade: Mechanical joint
b. Above Grade: Flanged
H. Corrosion protection

1. Internal surfaces (wetted parts)
a. Shall be lined with a minimum of 15 mils of fusion bonded epoxy conforming to the applicable requirements of ANSI/AWWA C213.
b. The coating shall meet ANSI/NSF-61.
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WATER SYSTEM IMPROVEMENTS MISCELLANEOUS PIPING COMPONENTS PROJECT 500198

2. Exterior surfaces
a. Shall be coated with a minimum of 6 mils of fusion bonded epoxy conforming to the applicable requirements of ANSI/AWWA C116/A21.16.

3. Appropriately sized polyethylene sleeves, meeting ANSI/AWWA C105/A21.5, shall be included for direct buried applications.

PART 3 - INSTALLATION

3.01 GENERAL:

A. Valves shall be installed in accordance with the manufacturer's instructions.

B. Valves shall be independently supported to prevent stress on pipe.

3.02 ACCESS:

A. Valves shall be installed to provide easy access for operation, removal and maintenance and to prevent interferences between the valve operators and structural members or other obstructions.

END OF SECTION
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40 05 61-1
CITY OF ROSEVILLE 3/1/2023

WATER DISTRIBUTION SYSTEM IMPROVEMENTS GATE VALVES
PROJECT 500198
SECTION 40 05 61

GATE VALVES
See City of Roseville Design and Construction Standards, Section 81 available at:
https://www.roseville.ca.us/government/departments/development_services/engineering_land_d evelopment/construction_management_inspection/design_construction_standards 40 05 61-2
CITY OF ROSEVILLE 3/1/2023

WATER DISTRIBUTION SYSTEM IMPROVEMENTS GATE VALVES
PROJECT 500198

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40 05 78.13-1
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WATER DISTRIBUTION SYSTEM IMPROVEMENTS AIR AND VACUUM ASSEMBLIES PROJECT 500198
SECTION 40 05 78.13

AIR AND VACUUM ASSEMBLIES
See City of Roseville Design and Construction Standards, Section 81 available at:
https://www.roseville.ca.us/government/departments/development_services/engineering_land_d evelopment/construction_management_inspection/design_construction_standards 40 05 78.13-2
CITY OF ROSEVILLE 3/1/2023

WATER DISTRIBUTION SYSTEM IMPROVEMENTS AIR AND VACUUM ASSEMBLIES PROJECT 500198

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City of Roseville California RFP#08-115 DRAWING SHEET i Water Distribution System Improvements Project 500198
[B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]

DRAWINGS

Water Distribution System Improvements Project 500198

SHEET WARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 01DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-G1_4.DWG20230309.134135 DWG. NO.

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VICINITY MAP
INDEX OF DRAWINGSG1G2G3G4CC1CC2CC3DC1DC2DC3DC4DC5SH1SH2SH3SH4D1D2T1T2T3T4T5 TITLE SHEETABBREVIATIONS AND GENERAL NOTESGENERAL NOTES 2PROJECT KEY MAPSCIRBY CREEK OVERALL SITE PLANCIRBY CREEK PLAN & PROFILECIRBY DETAILS & TIE-INSDRY CREEK OVERALL SITE PLANDRY CREEK PLAN & PROFILE 1DRY CREEK PLAN & PROFILE 2DRY CREEK DETAILSDRY CREEK DETAILS & TIE-INSSOUTH HARDING OVERALL SITE PLANSOUTH HARDING PLAN & PROFILE 1SOUTH HARDING PLAN & PROFILE 2SOUTH HARDING DETAILS & TIE-INSROSEVILLE STANDARD DETAILS 1ROSEVILLE STANDARD DETAILS 2TYPICAL DETAILS 1TYPICAL DETAILS 2TYPICAL DETAILS 3TYPICAL DETAILS 4TYPICAL DETAILS 5 DWGTITLE1234567891011121314151617181920212223
SHEET

UTILITY CONTACT INFORMATION

CONTRACT DOCUMENTS FOR
TITLE SHEETG11

LOCATION MAP
CITY OF ROSEVILLE - ENVIRONMENTAL UTILITIES3/4/233/3/233/3/23 SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-G2_3.DWG20230314.085141 DWG. NO.

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SHEET WARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 01DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-G1_4.DWG20230309.134135 DWG. NO.

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CIRBY CREEK

MARLINDRIVE

TINA WAY

COLOMA WAY
CORAL DRIVE3+61
1+00
2+00
3+00
1+50
2+50
3+50
SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-CIRBY.DWG20230313.141913 DWG. NO.

REV DATE BY DESCRIPTION
OFJWDJACJWD, DWH CIRBY CREEK OVERALL SITE PLANCC15
Ø STEELCASING PIPE
STA: 1+29.1 45° ELBOW (V)CL ELV: 117.65
STA: 3+34.5 45° ELBOW (V)CL ELV: 118.15STA: 3+44.5 45° ELBOW (V)CL ELV: 128.25STA: 3+49.2 45° ELBOW (H)CL ELV: 128.25 30" EX SDFL = 128.50
36" EX SDFL = 128.46
12" EX SDFL = 129.84
EX 15" SSFL = 125.97
STA: 1+31.2BLOW OFF VALVE
STA: 3+46.9AIR RELEASE VALVESTA: 3+57.64 (N) 8" TEECL ELV: 128.25 STA: 1+00.00 (N) 8" TEECL ELV: 130.53STA: 1+06.8 45° ELBOW (V)CL ELV: 130.55STA: 1+05.1 11.25° ELBOW (H)CL ELV: 130.53 STA: 1+18 HDC (V)INV EL: 123.50

CIRBY CREEK

MARLINDRIVE

TINA WAYCOLOMA WAY
CORAL DRIVE3+61
1+00
2+003+00 1+502+50
3+50
SHEET WARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 01DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-CIRBY.DWG20230313.141913 DWG. NO.

REV DATE BY DESCRIPTION
OF JWDJACJWD, DWHCIRBY CREEK PLAN & PROFILECC26

CONNECTION DETAIL
EX 6" PIPING
NOTES:1.8" FLG TEE2.8"x6" FLG REDUCER3.6" FLGxPE SPOOL, 12" LONG4.6" FLG MJ SLEEVE5.8" FLGxMJ ADAPTOR6.6" FLG GATE VALVE7.8" FLG GATE VALVE8.8" MJ ELBOW 11.25 DEG9.8" MJ ELBOW 45 DEGUSE MEGALUG RESTRAINTS FOR ALL MJ FITTINGS REMOVE EX 6" PIPINGAND 34" SERVICE PIPESFOR CONNECTION
NEW 8" DIPEX 6" PIPINGINSTALL THRUST BLOCK,SEE DETAIL 1/T3 CUT EX 34" COPPERSERVICE PIPING ANDREROUTE TO EX 6"WATER MAINPROVIDE NEWSADDLE FOR EACHEX SERVICE PERCITY'S STANDARDDETAIL W-26/D245 DEG FITTINGROTATED DOWNINTO RECEIVING PIT NOTES:1.8" FLG TEE2.8' FLGxPE SPOOL, 12" LONG3.8" FLG MJ SLEEVE4.8" FLGxMJ ADAPTOR5.8" FLGxMJ 45° ELBOW6.8" FLG GATE VALVEUSE MEGALUG RESTRAINTS FOR ALL MJ FITTINGS REMOVE EX 8" PIPINGFOR CONNECTION
NEW 8" DIP
EX 8" PIPING

CONNECTION DETAIL
EX 8" PIPING
INSTALL THRUSTBLOCK, SEE DETAIL 1/T3
NOTES:1.8" FLG TEE2.8' FLGxPE SPOOL, 12" LONG3.8" FLG MJ SLEEVEUSE MEGALUG RESTRAINTS FOR ALL MJ FITTINGS EX 8" PIPING
EX 8" DIP

CUT (E) PIPING BACK FROMTHE TEE AND REMOVE FORNEW CONNECTION PLUG PIPE TO BEABANDONED AS SHOWN,MIN PLUG LENGTH 24"
INSTALL THRUST BLOCK,SEE DETAIL 1/T3

REMOVE (E) THRUSTBLOCK IF PRESENT

EXISTING PLAN

NEW PLAN
SHEET WARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 01DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-CIRBY.DWG20230313.141913 DWG. NO.

REV DATE BY DESCRIPTION
OF JWDJACJWD, DWHCIRBY CREEK DETAILS & TIE-INSCC37
4+47
1+00
2+00 3+00 4+00
1+50
2+50 3+50
SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-DRYCREEK.DWG20230309.142857 DWG. NO.

REV DATE BY DESCRIPTION
OFJWDJACJWD, DWH DRY CREEK OVERALL SITE PLANDC18
1+00
2+00
1+50
STA: 1+76.7 45° ELBOW (H)CL ELV: 136.54STA: 1+81.1 45° ELBOW (H)CL ELV: 136.54 STA: 1+15.110" GAS, IE UNK FIELD VERIFY
STA: 1+03.30ELEC ELV: UNK FVSTA: 1+00.00 (N) 8" TEE & GVCL ELV: 136.53 STA: 1+64.7ELEC ELV: UNK FIELD VERIFY
STA: 1+09.102" ELEC CONDUIT ELV: UNK FIELD VERIFY
STA: 0+68.102" ELEC CONDUIT ELV: UNK FIELD VERIFY
2+00
1+50
SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-DRYCREEK.DWG20230309.142857 DWG. NO.

REV DATE BY DESCRIPTION
OFJWDJACJWD, DWH DRY CREEK PLAN & PROFILE 1DC29
18" EX SS VCPFL = 129.76
STA: 3+54.1 90° ELBOW (H)CL ELV: 141.30
STA: 3+47.2 90° ELBOW (H)CL ELV: 141.30
64 inch Ductile Iron PipeFL = 126.75
STA: 3+76.2 45° ELBOW (H)CL ELV: 136.86
STA: 3+92.8 45° ELBOW (H)CL ELV: 136.11
STA: 2+32.6 90° ELBOW (H)CL ELV: 141.60
STA: 2+25.7 90° ELBOW (H)CL ELV: 141.61STA: 2+21.2 45° ELBOW (V)CL ELV: 137.16 STA: 3+58.5 45° ELBOW (V)CL ELV: 136.86
STA: 4+47.00 (N) 8" TEE & GVCL ELV: 136.11
STA: 3+90±2" ELEC CONDUIT ELV: UNK FIELD VERIFY
STA: 3+63.40 (N) 8" GVCL ELV: 136.86
STA: 1+16.25 (N) 8" GVCL ELV: 137.10

FITTING ROTATED

FITTING ROTATED
4+47
2+00 3+00 4+002+50 3+50
SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-DRYCREEK.DWG20230309.142857 DWG. NO.

REV DATE BY DESCRIPTION
OFJWDJACJWD, DWH DRY CREEK PLAN & PROFILE 2DC310
SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-DRYCREEK.DWG20230309.142857 DWG. NO.

REV DATE BY DESCRIPTION
OFJWDJACJWD, DWH DC411DRY CREEK DETAILS
EX 8" PIPING
NOTES:1.8" FLG TEE2.8' FLGxPE SPOOL, 12" LONG3.8" FLG MJ SLEEVE4.8" FLGxMJ ADAPTOR5.8" FLG GATE VALVEUSE MEGALUG RESTRAINTS FOR ALL MJ FITTINGS REMOVE EX 8" PIPINGFOR CONNECTION
NEW 8" DIP
EX 8" PIPING

CONNECTION DETAIL
INSTALL THRUST BLOCK,SEE DETAIL 1/T3 EX 8" PIPING
REMOVE EX 8" PIPINGFOR CONNECTIONNEW 8" DIP
EX 8" PIPING

CONNECTION DETAIL
NOTES:1.8" FLG TEE2.8' FLGxPE SPOOL, 12" LONG3.8" FLG MJ SLEEVE4.8" FLGxMJ ADAPTOR5.8" FLG GATE VALVEUSE MEGALUG RESTRAINTS FOR ALL MJ FITTINGS INSTALL THRUSTBLOCK, SEEDETAIL 1/T3
SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-DRYCREEK.DWG20230309.142857 DWG. NO.

REV DATE BY DESCRIPTION
OFJWDJACJWD, DWH 12DC5DRY CREEK DETAILS & TIE-INS
1+50 2+50
3+50
4+50
5+50 6+50
0+501+00 2+00
3+00
4+00
5+00 6+00 6+93
SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-HARDINGSITE.DWG20230309.150854 DWG. NO.

REV DATE BY DESCRIPTION
OFJWDJACJWD, DWH SOUTH HARDING OVERALL SITE PLANSH113
1+50 2+500+50 1+00 2+00
3+00 2+50
3+50 4+50
5+50
3+00 4+00
5+00
STA: 0+70.8 22.50° ELBOW (H)CL ELV: 159.50
STA: 2+72.1 45° ELBOW (H)CL ELV: 159.76STA: 2+75.8 45° ELBOW (H)CL ELV: 159.77 STA: 4+78.7 45° ELBOW (H)CL ELV: 159.02
STA: 0+73.9 45° ELBOW (V)CL ELV: 159.50STA: 0+76.3 45° ELBOW (V)CL ELV: 157.11 STA: 0+94.9 45° ELBOW (V)CL ELV: 157.12STA: 0+97.1 45° ELBOW (V)CL ELV: 159.31 STA: 0+50 8" TEECL ELV: 159.50
STA: 4+46.52 HDC (V)CL ELV: 160.20STA: 4+50.0 11.25° ELBOW (V)CL ELV: 160.20STA: 4+55.4 11.25° ELBOW (V)CL ELV: 159.13 SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-HARDINGSITE.DWG20230313.165622 DWG. NO.

REV DATE BY DESCRIPTION
OFJWDJACJWD, DWH SOUTH HARDING PLAN & PROFILE 1SH214
4+50
5+50 6+50
4+00
5+00 6+00 6+93
STA: 4+89.3 45° ELBOW (H)CL ELV: 158.96STA: 4+94.3 11.25° ELBOW (H)CL ELV: 158.94 STA: 5+13.15 HDC (H)CL ELV: 158.84
STA: 5+54.2 45° ELBOW (V)CL ELV: 156.65
STA: 5+52.2 45° ELBOW (V)CL ELV: 158.65
STA: 5+94.6 45° ELBOW (V)CL ELV: 156.59STA: 5+96.7 45° ELBOW (V)CL ELV: 158.70 STA: 6+92.60 8" TEECL ELV: 158.70
SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-HARDINGSITE.DWG20230313.165622 DWG. NO.

REV DATE BY DESCRIPTION
OFJWDJACJWD, DWH SOUTH HARDING PLAN & PROFILE 2SH315
EX 8" PIPING
EX 8" DIP

CONNECTION DETAIL
NEW 8" DIP
REMOVE EX 8" PIPINGFOR CONNECTION
NOTES:1.8" FLG TEE2.8' FLGxPE SPOOL, 12" LONG3.8" FLG MJ SLEEVE4.8" FLGxMJ ADAPTOR5.8" FLG GATE VALVEUSE MEGALUG RESTRAINTS FOR ALL MJ FITTINGS INSTALL THRUSTBLOCK, SEE DETAIL1/T3
EX 8" PIPING
REMOVE EX 8" PIPINGFOR CONNECTION
EX 8" DIP

CONNECTION DETAIL
NEW 8" DIP
NOTES:1.8" FLG TEE2.8' FLGxPE SPOOL, 12" LONG3.8" FLG MJ SLEEVE4.8" FLGxMJ ADAPTOR5.8" FLG GATE VALVEUSE MEGALUG RESTRAINTS FOR ALL MJ FITTINGS INSTALL THRUSTBLOCK, SEE DETAIL1/T3
SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-HARDINGSITE.DWG20230309.150854 DWG. NO.

REV DATE BY DESCRIPTION
OFJWDJACJWD, DWH SOUTH HARDING DETAILS & TIE-INSSH416
SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-DETAILSRSVL.DWG20230309.133121 DWG. NO.

REV DATE BY DESCRIPTION
OFJWDJACJWD, DWH ROSEVILE STANDARD DETAILS 1D117
SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-DETAILSRSVL.DWG20230309.133121 DWG. NO.

REV DATE BY DESCRIPTION
OFJWDJACJWD, DWH D218ROSEVILE STANDARD DETAILS 2
–
SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-TYPDET1_3_4_5.DWG20230309.133707 DWG. NO.

REV DATE BY DESCRIPTION
OFJWDJACJWD, DWH T119TYPICAL DETAILS 1
SHEET WARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 01DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-TYPDET2.DWG20230309.133727 DWG. NO.

REV DATE BY DESCRIPTION
OF JWDJACJWD, DWHTYPICAL DETAILS 2T220
SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-TYPDET1_3_4_5.DWG20230309.133707 DWG. NO.

REV DATE BY DESCRIPTION
OFJWDJACJWD, DWH T321TYPICAL DETAILS 3
SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-TYPDET1_3_4_5.DWG20230309.133707 DWG. NO.

REV DATE BY DESCRIPTION
OFJWDJACJWD, DWH T422TYPICAL DETAILS 4
SHEETWARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 0 1DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-TYPDET1_3_4_5.DWG20230309.133707 DWG. NO.

REV DATE BY DESCRIPTION
OFJWDJACJWD, DWH T523TYPICAL DETAILS 5
SHEET WARNINGSCALE:IF THIS BAR DOESNOT MEASURE 1"NOT TO SCALE.THEN DRAWING ISCHECKEDDRAWN 1/2 01DESIGNEDDOMENICHELLI& ASSOCIATESWATER DISTRIBUTION SYSTEM IMPROVEMENTS - PROJECT 5001982005 HILLTOP CIRCLEROSEVILLE, CA 95747 PHONE: 916-774-5750 Z:\CITY OF ROSEVILLE\RSVL-005 WATER DISTRIBUTION IMPROVEMENTS\DRAWINGS\RSLV005-G1_4.DWG20230301.111211DWG. NO.

REV DATE BY DESCRIPTIONOF JWDJACJWD, DWHPROJECT KEY MAPSG44

COUNCIL COMMUNICATION
CC #:
2619
File #:
0800-02 & 0201-01
Title:

Aquifer Storage and Recovery Well Drilling - Campus Oaks (Well 13) and Misty Wood (Well 19) - Award of Construction Contract and Budget Adjustment Contact:

Janice Gainey 916-774-5535 [email protected]

Meeting Date: 4/5/2023
Item #: 6.7.

RECOMMENDATION TO COUNCIL
Staff recommends that City Council:

Approve the Construction Agreement for the drilling of Aquifer Storage and Recovery Wells 13 and 19 with Stonehouse Drilling and Construction in the amount of $1,341,695 and adopt a resolution authorizing the City Manager to execute the attached construction agreement for the project; and
Authorize the City Manager or his designee to approve and pay for contract change orders for this project that could increase the contract amount by no more than 10 percent ($134,170) or a not-to-exceed total contract amount of $1,475,865; and Adopt an ordinance to approve a budget adjustment of $1,625,865 from available resources in the Water Construction Fund to fund the project.

BACKGROUND
The City is actively implementing the Aquifer Storage and Recovery (ASR) Program, which involves construction of ASR wells capable of both water recharge and groundwater extraction.

The next two wells for development are the Campus Oaks (Well 13) and Misty Wood (Well 19) ASR wells.

The project’s development is planned in stages as follows:

Spring 2023: Construct the down-hole portions of the wells (drilling) Spring through summer 2023: Conduct well development, testing, and water quality analysis and advance the design of above-ground facilities
Fall 2023: Finalize above-ground design plans and specifications and issue a Request for Proposals to construct remaining facilities
Spring 2024 through summer 2025: Construct above-ground site facilities and conduct startup

On December 22, 2022, a Request for Proposals (RFP) for construction services for drilling of the wells was released using the Buildings and Grounds Project Manual. On February 6, 2023, four (4) firms submitted proposals to the City Clerk’s office and a public bid opening identified Stonehouse Drilling & Construction as the apparent low bidder. Staff reviewed the proposal/bid documents and checked Stonehouse Drilling and Construction’s project references. Staff recommends that the drilling contract be awarded to Stonehouse Drilling & Construction, LLC.

Once the wells are constructed and developed, the above-ground design will be finalized and a Request for Proposals will be released to construct the remaining well facilities. Staff intends to return to City Council at a later date to award the second construction contract and request a second budget amendment.

FISCAL IMPACT
The Aquifer Storage and Recovery Wells 13 (Campus Oaks) and 19 (Misty Wood) project (#500315) will be funded from the Water Construction Fund. The recommended budget adjustment requests the establishment of a new project and funding for the drilling contract ($1,341,695), a 10 percent construction contingency ($134,170), and initial design expenses and staff secondary labor ($150,000) for a total of $1,625,865 to fund this phase of the project.

ENVIRONMENTAL REVIEW
Project level CEQA compliance for the Campus Oaks ASR well project was accomplished with the preparation of the Hewlett Packard Master Plan EIR and subsequent CEQA addendums for the Campus Oaks Master Plan (SCH No.1995112022). Additionally, both proposed well sites were evaluated in the Aquifer Storage and Recovery (ASR) Program Draft and Final EIR certified in 2012 (SCH 2009072018), and the Supplement to the ASR Final EIR (certified December 17, 2020). Because the action is consistent with the projects evaluated in the previously certified and adopted CEQA documents, no new affects would be expected to occur and all applicable mitigation measures from the CEQA documents will be implemented. As such, no additional CEQA action is required at this time.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal F - Invest in well-planned infrastructure and growth

Respectfully Submitted,
Janice Gainey, Senior Engineer
Richard Plecker, Environmental Utilities Director

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-108
Agreement
Ordinance 6636
Budget Adjustment
Vicinity Map
Bid Summary Sheet
RESOLUTION NO. 23-108

APPROVING AN AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND

STONEHOUSE DRILLING & CONSTRUCTION, LLC, AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE

WHEREAS, an Agreement for the Aquifer Storage and Recovery Well Drilling: Campus Oaks (Well 13) and Misty Wood (Well 19) project, by and between the City of Roseville and Stonehouse Drilling & Construction, LLC, has been reviewed by the City Council; and

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said Agreement is hereby approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.

BE IT FURTHER RESOLVED that the City Manager or his designee is authorized to approve change orders for the project, consistent with the contract terms, provided that the net cost of all change orders shall not exceed ten percent (10%) of the contract price.

PASSED AND ADOPTED by the Council of the City of Roseville this day of , 2023, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR

ATTEST:

City Clerk

City of Roseville California RFP#08-108 AGR - 1
Well Drilling – Misty Wood (Well 13) and Campus Oaks (Well 19) [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22]

AGREEMENT
THIS AGREEMENT, is made and entered into this _____ day of __________________, 20_____, by and between the City of Roseville, a municipal corporation, (“CITY”), and ______________________________________________, a
____________________________,
(“CONTRACTOR”); and

W I T N E S E T H:

WHEREAS, the City Council of the CITY, at a meeting held on the ____day of __________________, 20_____, approved plans and specifications for the ______________________________________________________________________________ and directed the City Clerk to advertise for sealed proposals for doing said work and providing that bids be submitted on the _____ day of ________________, 20_____; and WHEREAS, the City Clerk, thereafter duly and regularly caused a notice to be published in the manner and for the time prescribed by law; and
WHEREAS, CONTRACTOR, pursuant to the provisions of said notice duly filed a bid with the City Clerk, a true copy of which bid is now on file in the office of the City Clerk, and is hereby referred to and by this reference made a part hereof as fully as if set forth at length herein; and
WHEREAS, all bids received pursuant to said notice were opened and examined and publicly declared at the time specified in said advertisement for bids and at a meeting of the City Council held on the _____ day of ___________________, 20_____, the Council found and declared the bid of CONTRACTOR to be the lowest responsible bid and thereupon awarded a

City of Roseville California RFP#08-108 AGR - 2
Well Drilling – Misty Wood (Well 13) and Campus Oaks (Well 19) [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] contract to CONTRACTOR to do the work referred to in the aforementioned specifications.

NOW, THEREFORE, the parties agree as follows:

1. THE WORK. CONTRACTOR agrees:
a. To do the work and furnish all the labor, materials, tools, supplies, equipment, superintendence, insurance, and bonds required for the _______________________ ______________________________________________________________________________ in accordance with the Contract Documents (the Work).
b. To do and perform the Work contemplated hereby in a good and workmanlike manner under the direction of and to the satisfaction of the Director of Public Works of the City of Roseville.

2. PAYMENT. CITY shall pay CONTRACTOR __________________________ _________________________________________ dollars ($________________) for the Work to be done under this Agreement in accordance with the Contract Documents.

3. CONTRACT DOCUMENTS. The complete Agreement between the parties hereto consists of the following documents:
a. The advertisement for bids (including the notice to bidders, instructions to bidders and proposals);
b. The accepted bid;
c. Plans and specifications (including general conditions, supplemental conditions, special provisions and construction details); d. Bonds and insurance required by the Insurance Broker Information Packet section of this document; and
e. This contract.

City of Roseville California RFP#08-108 AGR - 3
Well Drilling – Misty Wood (Well 13) and Campus Oaks (Well 19) [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] All documents specified above are intended to operate so that any work called for in any one and not mentioned in the other, or vice versa, is to be executed the same as if mentioned in all said documents.

4. LIQUIDATED DAMAGES. In the event CONTRACTOR does not complete the Work within the time specified, CONTRACTOR agrees that CITY will suffer damages.

Inasmuch as the actual damages which would result from such breach by CONTRACTOR under this Agreement are uncertain, and would be impractical or extremely difficult to fix, CONTRACTOR agrees that it shall pay, or CITY shall deduct from CONTRACTOR’s fee, the amount of $1,500.00 per day as liquidated damages, in the event of such delay.

5. TIME OF COMPLETION. Time is of the essence of this Agreement.

CONTRACTOR shall complete all Work under the Contract Documents within 181 Days of the date of this Contract. CONTRACTOR shall begin work by the date specified in the “Notice to Proceed” letter and shall diligently prosecute all of the Work under this Contract in all parts and requirements as defined in the Contract Documents.

6. SERVICE OF NOTICE. Any notice required or permitted to be given under this Agreement shall be deemed given when (a) personally delivered to the recipient identified below; (b) mailed by registered or certified mail, return receipt requested, postage pre-paid, to the address specified below; or (c) sent by facsimile, with confirmation of receipt, to the facsimile number identified below.

CITY OF ROSEVILLE CONTRACTOR
______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________

Stonehouse Drilling & Construction, LLC
Stephanie Tompkins
7801 Lakeside Drive
Reno, Nevada 89511

City of Roseville California RFP#08-108 AGR - 4
Well Drilling – Misty Wood (Well 13) and Campus Oaks (Well 19) [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] CITY may also act through either its architect or construction manager if CITY expressly gives notice to CONTRACTOR, in writing, that CITY’s designee has authority to act for CITY in a specific capacity.

7. DISPUTES. Disputes arising from this Agreement will be determined in accordance with the Contract Documents and Public Contract Code Sections 10240-10240.13.

8. GOVERNING LAW. This Agreement shall be governed by and construed in accordance with the laws of the State of California.

9. INDEPENDENT CONTRACTOR. CONTRACTOR shall act as an independent contractor, and covenants and agrees that it will conduct itself consistent with such status, that it will neither hold itself out as, nor claim to be, an officer or employee of CITY by reason of this Agreement.

10. SUCCESSORS IN INTEREST. This Agreement shall be binding upon the heirs, successors, executors, administrators and assigns of the respective parties hereto.

11. MODIFICATION. This Agreement and each provision contained herein may be waived, amended, supplemented or eliminated only by mutual written agreement of the parties.

12. SEVERABILITY. If any of the provisions contained in this Agreement are for any reason held invalid or unenforceable, such holding shall not affect the remaining provisions or the validity and enforceability of the Agreement as a whole.

13. INTEGRATED AGREEMENT. This is an integrated agreement and contains all of the terms, considerations, understanding and promises of the parties. It shall be read as a whole.

14. CONTRACTORS LICENSE LAW. CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS’ STATE LICENSE

City of Roseville California RFP#08-108 AGR - 6
Well Drilling – Misty Wood (Well 13) and Campus Oaks (Well 19) [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 11/28/22] APPROVED AS TO FORM:

BY: ______________________________

MICHELLE SHEIDENBERGER
City Attorney

APPROVED AS TO SUBSTANCE:

BY: ______________________________

Print Name:________________________

Title:______________________________

ORDINANCE NO. 6636

ORDINANCE OF THE COUNCIL OF THE CITY OF ROSEVILLE
AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2022-23

BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY

EFFECTIVE AS AN APPROPRIATION MEASURE

THE CITY OF ROSEVILLE ORDAINS:

SECTION 1. The City of Roseville Annual Budget, Fiscal Year 2022-23, is hereby amended as listed on the attached budget adjustment for the Aquifer Storage and Recovery Well Drilling: Campus Oaks (Well 13) and Misty Wood (Well 19) project.

SECTION 2. This ordinance is hereby declared to be an appropriation measure, immediately effective pursuant to the provisions of Section 5.03 of the Charter.

SECTION 3. The City Clerk is hereby authorized and directed to post a true copy of the foregoing ordinance in each of three (3) conspicuous locations in the City and she shall immediately after such posting enter in the ordinance book, under the record of the ordinance, a certificate under her hand stating the time and place of such publication by posting.

PASSED AND ADOPTED by the Council of the City of Roseville, this _ day of , 2023, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR
ATTEST:

City Clerk

REQUEST FOR BUDGET ADJUSTMENT
REQUESTER NAME & TITLE: Janice Gainey, Sr. Engineer FISCAL YEAR: 2022-23 PREPARER NAME & TITLE: Lisa Saunders, EU Business Analyst COUNCIL DATE (if applicable): 4/5/2023 DEPARTMENT/DIVISION: EU/Tech Services ORDINANCE:

EXPENDITURES/EXPENSES/TRANSFERS OUT
BUDGET ($)
Fund Account Center Project Adjustment
6120 6587 84001 500315 1,525,865
6120 5080 84001 500315 100,000
1,625,865

REVENUES/TRANSFERS IN
BUDGET ($)
Fund Account Center Project Adjustment
-
1,625,865

FUND BALANCE
BUDGET ($)
Fund Account Center Project Adjustment
6120 (1,625,865)
(1,625,865)
Justification for Budget Adjustment:

REQUESTING DEPARTMENT HEAD / DESIGNEE DATE BUDGET MANAGER / DESIGNEE DATE

CHIEF FINANCIAL OFFICER / DESIGNEE DATE CITY MANAGER / DESIGNEE DATE

POSTED BY DATE
Revised: June 24, 2019
TOTAL

ACCOUNT STRING DESCRIPTION
REQUIRED APPROVALS:

BUDGET DEPARTMENT USE ONLY:

EU is initiating a new project in the Water Construction Fund (6120): Aquifer Storage and Recovery Wells 13 (Campus Oaks) and 19 (Misty Wood).

This project will construct two potable water wells with aquifer storage and recovery facilities as recommended in the Groundwater Strategic Plan. At this time, the project requires $1,341,695 for award of a drilling contract to Stonehouse Drilling and Construction, $134,170 for a 10% construction contingency, and $150,000 for initial design expenses and staff secondary labor. Once the wells are drilled final design of the above ground facilities will be completed and a second construction contract will be awarded the cost of which will also be determined later. The total project will likely cost more than $10 million.

Establish expenditure budget - Secondary Labor
TOTAL
TOTAL

ACCOUNT STRING DESCRIPTION
Establish expenditure budget - Capital Outlay
Decrease available resources - Water Construction Fund

NET ADJUSTMENT

ACCOUNT STRING DESCRIPTION
2/23/20234:10 PM
1 2/27/23
Aquifer Storage and Recovery Well Drilling Campus Oaks (Well 13) and Misty Wood (Well RFP #08-108

Pleasant Grove Blvd
Westbrook Blvd
Foothills Blvd
Blue Oaks Blvd
Pleasant Grove Blvd
Painted Desert
Wood Creek Oaks
Project Location Map

COUNCIL COMMUNICATION
CC #:
2618
File #:
0900-02
Title:
2022 Sewer Collection System Cured-in-Place Pipe Rehabilitation Project – Award of Construction Contract
Contact:

Jonathan Cummings 916-774-5566 [email protected]

Meeting Date: 4/5/2023
Item #: 6.8.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council:

Approve the attached construction contract with Express Sewer and Drain, Inc. in the amount of $2,860,945 for the 2022 Sewer Collection System CIPP Rehabilitation Project (Project); and
Adopt a resolution authorizing the City Manager to execute the attached construction contract for the Project; and
Authorize the City Manager or his designee to approve and pay for contract change orders for the Project that could increase the contract amount by no more than 10% ($286,095) or a not-to-exceed total contract amount of $3,147,040.

BACKGROUND
The Environmental Utilities Department has an ongoing repair and maintenance program for its sewer collection system. Close circuit television (CCTV) was used to inspect 26 miles of the pipeline interior and, based on severity of defects, segments of pipeline were prioritized for repair.

To date, the rehabilitation program has repaired over 19 miles of defective sewer pipeline.

On January 18, 2023, City Council approved plans and specifications for the 2022 Sewer Collection System Cured-in-Place Pipe (CIPP) Rehabilitation Project and authorized the Environmental Utilities Department to advertise and accept bids. This year’s plan will continue the repair of approximately 18,900 linear feet of the collection system that has cracked and/or deteriorated pipe, and will include repair of approximately 483 service laterals to provide a seal between the repaired sewer pipe and the lateral connection.

Two (2) bids were received for the Project, and were opened at the City Clerk’s office on February 21, 2023. The lowest responsive and responsible bid received was for a construction cost of $2,860,945. The Engineers’ Estimate was $2,919,000. A summary of the bids received is attached as Exhibit A. The construction contract agreement is attached as Exhibit B.

FISCAL IMPACT
The total cost for this construction project is estimated to be $3,567,600, which includes the construction cost, contingency for potential change orders, and secondary labor, and is within the existing project budget. Funding for this project is provided by the Wastewater Rehabilitation Fund.

ENVIRONMENTAL REVIEW
The proposed project involves the repair of an existing facility. This activity is categorically exempt from CEQA as a Class 1 Exemption (State CEQA Guidelines Section 15301). The Exemption has been prepared (Exhibit C) and no further CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal F - Invest in well-planned infrastructure and growth

Respectfully Submitted,
Jonathan Cummings, Associate Engineer
Richard Plecker, Environmental Utilities Director

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-107
Agreement
Bid Summary Sheet
RESOLUTION NO. 23-107

APPROVING AN AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND EXPRESS SEWER & DRAIN, INC., AND AUTHORIZING THE CITY MANAGER TO

EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE

WHEREAS, an Agreement for the 2022 Sewer Collection System Cured-in-Place Pipe Rehabilitation project, by and between the City of Roseville and Express Sewer & Drain, Inc., has been reviewed by the City Council; and

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said Agreement is hereby approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this day of , 2023, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR

ATTEST:

City Clerk

COUNCIL COMMUNICATION
CC #:
2624
File #:
0203-15
Title:

Uniform Rental and Cleaning Service - Contract Purchase Agreement Amendment Contact:

Joanna Oukrop 916-746-1102 [email protected]

Meeting Date: 4/5/2023
Item #: 6.9.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution to approve an amendment to contract purchase agreement (CPA) number 3002553 with Prudential Overall Supply to extend the end date to September 30, 2023, increase the contract total from $74,999 to $152,000, and authorize the City Manager to execute the amendment on behalf of the City.

BACKGROUND
The Finance Department, on behalf of various City departments, has a requirement for uniform rental and cleaning services. Approximately 288 City staff utilize this service from the following departments: Electric; Parks, Recreation and Libraries; Public Works; and Environmental Utilities.

The service also provides lockers for the employees to store their uniforms.

The City has been using Prudential Overall Supply since 2013 for uniform rental and cleaning services by utilizing cooperative contracts. In October 2022, the cooperative contract expired, so the City entered into an interim agreement to prevent a lapse in service and allow time for evaluating the options of either issuing an Request For Proposals or utilizing a cooperative agreement with a different uniform provider. After thorough analysis, City staff has determined that utilizing a new cooperative contract will be in the best interest of the City. However, the interim agreement will expire on March 31, 2023, and staff needs additional time to secure a new agreement and transition services from one provider to another.

FISCAL IMPACT
The revised not-to-exceed total amount of the agreement is $152,000. Funding is included in the respective departments' budgets for FY2022-23 and will be included in the proposed FY2023-24 budget, with spending in FY2023-24 contingent upon Council approval of the proposed budget.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378.

Uniform rental and cleaning services meet the above criteria and are not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world

Respectfully Submitted,
Joanna Oukrop, Senior Buyer
Dennis Kauffman, Assistant City Manager/Chief Financial Officer

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-111
CPA 3002553, Prudential Overall Supply, Amendment 1
RESOLUTION NO. 23-111

APPROVING CONTRACT PURCHASE AGREEMENT AMENDMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND PRUDENTIAL OVERALL SUPPLY, AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF

THE CITY OF ROSEVILLE

WHEREAS, Contract Purchase Agreement Amendment (3002553), for uniform rental and cleaning service, between the City of Roseville and Prudential Overall Supply, has been reviewed by the Council; and

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said amendment is approved and the City Manager is authorized to execute it on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this day of , 20 , by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR

ATTEST:

City Clerk
Contract Purchase Agreement 3002553
Supplier Details:

Company Prudential Overall Supply
Contact Charley Bautista
Address 1661 Alton Pkwy
Irvine, CA 92606
Submit your response to:

Company City of Roseville
Contact Joanna Oukrop
Address Purchasing Division
311 Vernon St
Roseville, CA 95678
Phone (916) 746-1102
Fax (916) 746-1115
E-mail [email protected]
This Contract Purchase Agreement is sent for your review and acceptance. Notify the Buyer via email of any needed changes to the company name, address, and contact information. The Buyer will update the agreement prior to you signing the document.

Return signed copies of the agreement to the Buyer noted on the agreement.

Alterations or modifications to the
agreement are not allowed. Upon receipt of all necessary documents, the City will sign the agreement and return a fully executed copy to you. Receipt of the signed copy will be your notice to proceed with the work in accordance with the terms and conditions of the agreement. Work must not begin until the contract has been fully executed.

The following guidelines must be followed for the signature block on the agreement:

Sole proprietorship - By owner
Partnership - Any general partner
Corporation - Two options:
(1) A signature from the President and the corporate seal; OR (2) One signature from the Chairman of the Board, President, or any Vice President AND one signature from
the Secretary, any Assistant Secretary, Chief Financial Officer, or any Treasurer or Assistant Treasurer of the corporation
*General Manager, Office Manager and/or Sales Manager are not corporate officer titles. The agreement will be rejected if not signed in accordance with these guidelines.

Insurance requirements:

The City's insurance requirements are referenced on Attachment A of the agreement. By signing the agreement, you are confirming that your company has the minimum insurance limits required. 1 DocuSign Envelope ID: 1890FCE7-41B9-426B-8209-92654E8447DF Contract Purchase Agreement 3002553
Agreement 3002553
Agreement Date 27-SEP-2022
Change Order 3
Change Order Date 09-MAR-2023
Revision 1
Agreement Amount 152,000.00 USD
Invoice To City of Roseville
Accounts Payable
311 Vernon St
ROSEVILLE CA 95678
Supplier Prudential Overall Supply
1661 Alton Pkwy
Irvine, CA 92606
Phone:

Fax:

Email:
(916) 774-5488
(916) 784-3796
[email protected]
Phone:

Fax:

Email:
()
()
[email protected]
Description of
Labor,
equipment
and/or materials
AMENDMENT# 1
Contract Purchase Agreement number 3002553, which was executed on 9/28/22, is hereby modified as follows: The total cost of service payable under this agreement is modified from $74,999.00 to $152,000.00, and the end date is extended from 3/31/23 to 9/30/23. A portion of the total cost of this first amendment - $42,000 - is an end of term flat fee "buyout cost" to cover the cost of items damaged, including by way of personalization/embroidery, resulting in items being non-returnable. Those buyout items will belong to the City without additional fee or obligation owed to Contractor. The buyout cost will be due to Contractor within thirty days of the end of the contract term, inclusive of any and all amendments thereto. All other provisions of the agreement shall remain unchanged and in full force and effect.
**Total cost listed is an approximation only. The City does not guarantee whatsoever the actual value of this agreement.

Customer # Supplier # Payment Terms Freight Terms FOB Shipping Method 12089 Net 30 Freight on Board at the destination Destination Best Method Start Date End Date Confirm To
06-Oct-2022 30-Sep-2023 Joanna Oukrop Phone 1-916-746-1102 Attention: Total Cost not to exceed the agreement amount without prior approval of the Purchasing office. 2 DocuSign Envelope ID: 1890FCE7-41B9-426B-8209-92654E8447DF Contract Purchase Agreement 3002553
Supplier
Signature:______________________________________________ Print Name:_____________________________________________ Title:__________________________________________________ Date: __________________________________________________ Supplier
Signature:______________________________________________ Print Name:_____________________________________________ Title:__________________________________________________ Date: __________________________________________________ City of Roseville, A Municipal Corporation
Signature:______________________________________________ Print Name: Dominick Casey
Title: City Manager
Date:__________________________________________________ 3 DocuSign Envelope ID: 1890FCE7-41B9-426B-8209-92654E8447DF President
VP of Finance and Secretary
Jana Comer
Chris Welch
3/14/2023
3/14/2023

COUNCIL COMMUNICATION
CC #:
2612
File #:
0203-01 & 0201-01
Title:

Fleet Equipment – Purchase Order and Budget Adjustment
Contact:

Brandy LeBeau 916-774-5531 [email protected]

Meeting Date: 4/5/2023
Item #: 6.10.

RECOMMENDATION TO COUNCIL
Staff recommends City Council approve a purchase order to Turf Star, Inc. for one (1) TORO Pro Force debris blower, one (1) TORO Sand Pro ballfield groomer, and one (1) TORO ProCore aerator utilizing Sourcewell contract# 031121-TTC as a replacement for Fleet ID 09-729 and two fleet additions approved in the FY2022-23 Fleet Replacement budget. The total cost, including options and sales tax, is $91,494. In addition, staff recommends City Council adopt an ordinance amending the FY2022-23 Fleet Replacement Fund budget by $6,200 to increase the approved budget of $46,744 to $52,944 to cover the additional purchase cost of the TORO ProCore aerator
, with a charge to the Park Maintenance budget in the General Fund .

BACKGROUND
Sourcewell is a public agency that offers competitively solicited purchasing contracts for products and equipment to all government, education, and non-profit agencies across the U.S. Turf Star, Inc is the sole distributor and service provider of TORO commercial turf equipment in California.

The City currently owns and operates twenty-four TORO pieces of equipment. Fleet services have standardized on this brand due to price, factory training, and equipment needs of municipalities.

The Parks, Recreation & Libraries Department, Parks Maintenance division is purchasing one (1) TORO Pro Force debris blower, one (1) TORO Sand Pro ballfield groomer, and one (1) TORO ProCore aerator as a replacement for
Fleet ID 09-729 and two fleet additions. The TORO
equipment is necessary to maintain our sports fields and turf areas and provide safe and healthy playing fields. The ballfield groomer is used daily and periodically for infield maintenance at Maidu Park ballfields, which hosts City programs, youth sports leagues, and national tournaments. The blower and aerator are used throughout the entire parks system, now at 81 parks. To complete agronomic tasks during the appropriate season, we require additional equipment to work on multiple fields simultaneously to meet those deadlines. Aerification is beneficial for the City's turf because it reduces soil compaction making the fields safer and allows air and water to reach the root zone making them healthier.

Vehicle replacements are based on the Fleet Scoring System, which considers factors such as age, mileage, reliability, prior maintenance and repair costs, and current condition. Below are the vehicle replacement scores. A score of 23 or more indicates that the vehicle is eligible for replacement.

Vehicle ID
Replacement Score
Vehicle Condition
09-729
23 Meets City replacement criteria

FISCAL IMPACT
The total cost for one (1) TORO Pro Force debris blower, one (1) TORO Sand Pro ballfield groomer, and one (1) TORO ProCore aerator, including options and sales tax, is $91,494.

A
budget adjustment for a $6,200 contribution from the Parks Maintenance budget in the General Fund to the Fleet Replacement Fund budget will cover the costs to purchase the TORO ProCore aerator; the remaining funding is included in the FY2022-23 Fleet Replacement Fund budget.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. The purchase of equipment meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A – Remain fiscally responsible in a changing world.

Goal E – Deliver exceptional city services.

Goal F – Invest in well-planned infrastructure and growth.

Respectfully Submitted,
Brandy LeBeau, Fleet Manager
Jason Shykowski, Public Works Director

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Ordinance 6635
Budget Adjustment
ORDINANCE NO. 6635

ORDINANCE OF THE COUNCIL OF THE CITY OF ROSEVILLE
AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2022-23

BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY

EFFECTIVE AS AN APPROPRIATION MEASURE

THE CITY OF ROSEVILLE ORDAINS:

SECTION 1. The City of Roseville Annual Budget, Fiscal Year 2022-23, is hereby amended as listed on the attached budget adjustment for the purchase of fleet equipment.

SECTION 2. This ordinance is hereby declared to be an appropriation measure, immediately effective pursuant to the provisions of Section 5.03 of the Charter.

PASSED AND ADOPTED by the Council of the City of Roseville, this day of , 2023, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR
ATTEST:

City Clerk

REQUEST FOR BUDGET ADJUSTMENT
REQUESTER NAME & TITLE: Brian Castelluccio, PRL Superintendent FISCAL YEAR: 2022-23 PREPARER NAME & TITLE: Rendi Hodge, M anagement Analyst COUNCIL DATE (if applicable): 4/5/2023 DEPARTMENT/DIVISION: Parks, Recreation & Libraries/Park Operations ORDINANCE:

Expenditures/Expenses/Transfers Out
BUDGET ($)
Fund Account Center Project Adjustment
4005 6552 62601 6,200
1001 5516 58110 6,200
1001 5421 58110 (6,200)
6,200
Revenues/Transfers In
BUDGET ($)
Fund Account Center Project Adjustment
4005 4254 62601 6,200
6,200
-
Available Resources
BUDGET ($)
Fund Account Center Project Adjustment
-
Justification for Budget Adjustment:

REQUESTING DEPARTMENT HEAD / DESIGNEE DATE BUDGET MANAGER / DESIGNEE DATE

CHIEF FINANCIAL OFFICER / DESIGNEE DATE CITY MANAGER / DESIGNEE DATE

POSTED BY DATE

ACCOUNT STRING

ACCOUNT STRING DESCRIPTION
Use of General Fund - reduction in Park's budget to
increased cost of Toro Pro Core Aerator #23-708

NET ADJUSTMENT

ACCOUNT STRING DESCRIPTION

DESCRIPTION
TOTAL
Capital Outlay - Vehicles - Increase for additional costs for replacement of Toro Pro Core Aerator #23-708
GF - Vehicle shortage from Park Maintenance center for
increased costs of Toro Pro Core Aerator #23-708
This unit is used daily by the Park Operations team; the additional cost will be funded by the Park Operations/General Fund budget. The current unit is nearly 15 years old and deteriorating quickly. The rent for this vehicle is included in the approved FY2022-23 budget. Additional funds for vehicle replacement will be included in future year budgets. There is no impact on the General Fund.

REQUIRED APPROVALS:

BUDGET DEPARTMENT USE ONLY:

The Parks, Recreation & Libraries Department requests this $6,200 budget adjustment to cover the shortage of vehicle replacement funds budgeted in FY2022-23 to replace a TORO Pro Core Aerator #23-708. Replacement of this equipment was approved as part of the FY2022-23 budget and was initially fully funded at $46,744. However, due to the inflation of materials and labor, the cost has increased by $6,200 to $52,944.

TOTAL
TOTAL
Internal Service Charges - Vehicle Shortage (58110 - Park Maint) for increased cost of Toro Pro Core Aerator #23-708 3/7/202311:47 AM
1 03/07/2023

COUNCIL COMMUNICATION
CC #:
2616
File #:
0721-05
Title:

Dry Creek Greenway East Trail Phase I Project - Right of Way Services and Professional Services Agreement Amendment
Contact:

Cathy Gosalvez 916-746-1300 [email protected]

Meeting Date: 4/5/2023
Item #: 6.11.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute the First Amendment to Professional Services Agreement with Paragon Partners Consultants, Inc. for right of way services for the Dry Creek Greenway East Phase 1 project.

BACKGROUND
The Dry Creek Greenway East trail project is a proposed paved multi-use trail along Dry, Cirby, and Linda Creeks from Darling Way/Riverside Avenue to the City limits at S. Cirby Way/Old Auburn Road. The project is identified as a proposed Class I bikeway in the City of Roseville General Plan and Bicycle Master Plan.

At the March 20, 2019 meeting, City Council voted to approve the Dry Creek Greenway East trail project. This approval included certification of the Final Environmental Impact Report, pursuant to California Environmental Quality Act (CEQA) Guidelines.

Phase 1 of the project will result in two (2) miles of Class I trail from the existing Saugstad Park Trail at Darling Way to the existing Maidu Park Trail at Rocky Ridge Drive. Based on the project's design, a total of eighteen permanent right of way acquisitions and temporary construction easements were required. An agreement with Paragon Partners for right of way services for the Dry Creek Greenway East Phase 1 project was executed on August 5, 2020 for $164,970.

The additional work covered by this amendment is for the efforts involved in protracted negotiations with some of the property owners, preparing notices to adopt a Resolution of Necessity, and drafting parking and possession and use agreements. The contract amendment (Amendment #1) for this additional work is $27,035.48, bringing the total contract amount to $192,005.48.

Public Outreach:

Since 2008, the Dry Creek Greenway East Project has been driven by robust public participation and community input. There have been multiple community workshops/open houses, stakeholder representative group meetings, online surveys, project email, and social media updates. Staff will continue to engage with the community as the project moves forward.

FISCAL IMPACT
The Dry Creek Greenway East Trail Project is fully funded by federal, state and local sources:

Solutions for Congested Corridors (SCCP), Active Transportation Program (ATP), Congestion Mitigation and Air Quality (CMAQ), and Local Transportation (LTF) Funds. There are sufficient funds within the project budget to accommodate this amendment. No General Fund resources will be used for the project.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) only applies to projects which have the potential to cause a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. (CEQA Guidelines §15061(b)(3)).

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal C - Maintain a safe and healthy community
Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth

Respectfully Submitted,
Cathy Gosalvez, Associate Engineer
Jason Shykowski, Public Works Director

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-106
Amendment #1 to PSA with Paragon
Location Map
RESOLUTION NO. 23-106

APPROVING A FIRST AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT, BY

AND BETWEEN THE CITY OF ROSEVILLE AND PARAGON PARTNERS
CONSULTANTS, INC., AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON

BEHALF OF THE CITY OF ROSEVILLE

WHEREAS, a first amendment to professional services agreement for Right of Way Services for the Dry Cr eek Greenway East Trail Phase 1 project, by and between the City of Roseville and Paragon Partners Consultants, Inc., has been reviewed by the City Council; and

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said first amendment is hereby approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this day of , 20 , by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR

ATTEST:

City Clerk
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FIRST AMENDMENT TO

PROFESSIONAL SERVICES AGREEMENT
Right of Way Services – Dry Creek Greenway East Trail Phase 1 Project

THIS FIRST AMENDMENT TO AGREEMENT is made and entered into this ___ day of __________, 20__, by and between the City of Roseville, a municipal corporation (“CITY”), and Paragon Partners Consultants, Inc., a Delaware corporation (“CONSULTANT”); and

W I T N E S S E T H:

WHEREAS, CITY and CONSULTANT’s predecessor-in-interest previously entered into a Professional Services Agreement dated August 5, 2020 (“Agreement”) consisting of real estate right of way services for appraisal and acquisition for the Dry Creek Greenway East Trail Phase 1 project (“Project”); and
WHEREAS, CITY desires to amend the Agreement to include additional services as described in CONSULTANT’s letter/proposal dated December 15, 2022, which is attached hereto as Exhibit “A” and incorporated herein by reference; and WHEREAS, CONSULTANT is willing and able to provide such additional services.

NOW, THEREFORE, the parties agree as follows:

1. CONSULTANT shall provide additional services as described in Exhibit “A” of this First Amendment to Agreement.

2. Section 2 of the Agreement is amended by adding an additional paragraph to read as follows:
"CITY shall pay twenty-seven thousand thirty five dollars and forty-eight cents ($27,035.48), in consideration of the additional services as set forth in Exhibit "A" to the First Amendment to Agreement. This brings the total not to exceed contract amount to one hundred ninety-two thousand five dollars and forty-eight cents ($192,005.48)."

3. All other provisions of the Agreement shall remain unchanged and in full force and effect.

IN WITNESS WHEREOF, the City of Roseville, a municipal corporation, has authorized the execution of this First Amendment to Agreement in duplicate by its City Manager and attested to by its City Clerk under the authority of Resolution No. ____ , adopted by the Council of the City of Roseville on the_ day of __ ___ , 20_, and CONSULTANT has caused this First Amendment to Agreement to be executed.

CITY OF ROSEVILLE, a
a municipal corporation
BY: --------------

DOMINICK CASEY
City Manager
ATTEST:

BY: --------------

CARMEN AVALOS
City Clerk

PARAGON PARTNERS CONSULTANTS,
INC., a Delaware corporation
its: President
(SIGNATURES CONTINUED ON NEXT PAGE)
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EXHIBIT “A”

LOCATION MAP

COUNCIL COMMUNICATION
CC #:
2620
File #:
0800-06 & 0214
Title:

California Automated Permit Processing Program - Grant Application Contact:

Joe Allen 916-774-5165 [email protected]

Meeting Date: 4/5/2023
Item #: 6.12.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution authorizing the City Manager or his designee to submit a California Automated Permit Processing (CalApp) Program grant application to the California Energy Commission, and to execute all related forms and documents necessary to secure grant funds.

BACKGROUND
On September 16, 2022, SB 379 was signed into law, requiring most California cities and counties to establish an online, automated permitting platform that verifies code compliance and issues permits in real time for residential solar energy systems. The statutory deadline to comply with SB 379 is September 30, 2023.

To assist local agencies in complying with the new mandate, the California Energy Commission (CEC) released a grant solicitation and application for the California Automated Permit Processing (CalAPP) Program on June 1, 2022, through a Notice of Proposed Awards (NOPA).

The grant solicitation offers an opportunity for jurisdictions to fund the establishment of an online solar permitting program, with up to $20 million statewide in grant funding available on a first-come, first-serve basis. Based on population size, the City would be eligible to receive $80,000, which is anticipated to cover all City costs associated with implementing the online solar permitting program. The applications for this grant will be accepted until May 1, 2023.

The City of Roseville proposes to implement the SolarAPP+ Software tool developed by a consortium of local governments, code bodies such as the International Code Council (ICC), solar industry groups, environmental organizations, and building safety groups to comply with SB 379. This software would simplify and streamline single-family rooftop solar permits and can be configured to integrate with the City's enterprise permitting system (Accela Automation).

FISCAL IMPACT
The proposed action is not anticipated to result in a fiscal impact to the City's General Fund. If the California Automated Permit Processing (CalApp) Program grant application is approved, the City will receive up to $80,000, which would be utilized for in-house staff labor costs, hardware and software costs, maintenance, and training to implement the SolarAPP+ software program.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A – Remain fiscally responsible in a changing world Goal E – Deliver exceptional City services

Respectfully Submitted,
Joe Allen, Development Services Manager
Mike Isom, Development Services Director

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-109
CalAPP Grant Application Form
CalAPP Grant Program Flier
RESOLUTION NO. 23-109

APPROVING A GRANT APPLICATION TO THE CALIFORNIA ENERGY COMMISSION,

AND AUTHORIZING THE CITY MANAGER OR HIS DESIGNEE TO EXECUTE ALL

RELATED FORMS AND AGREEMENTS ON BEHALF OF THE CITY OF ROSEVILLE

WHEREAS, on September 16, 2022, SB 379 was signed into law, requiring most California cities and counties to establish an online, automated permitting platform that verifies code compliance and issues permits in real time for residential solar energy systems; and

WHEREAS, to assist local agencies in complying with the new mandate, the California Energy Commission released a grant solicitation and application for the California Automated Permit Processing Program on June 1, 2022, through a Notice of Proposed Awards (NOPA); and

WHEREAS, based on population size, the City of Roseville would be eligible to receive $80,000, which is anticipated to cover all City costs associated with implementing the online solar permitting program; and

WHEREAS, the City of Roseville proposes to implement the SolarAPP+ Software tool developed by a consortium of local governments, code bodies such as the International Code Council, solar industry groups, environmental organizations, and building safety groups to comply with SB 379.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Roseville hereby approves the California Automated Permit Processing Grant application to the California Energy Commission.

BE IT FURTHER RESOLVED that the City Manager or his designee is authorized to execute all related forms and agreements on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this day of , 20 , by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR
ATTEST:

City Clerk
June 2022 Page 1 of 4 GFO-21-402
CalAPP Attachment 01
ATTACHMENT 01
Grant Application Form – EXHIBIT A
California Automated Permit Processing (CalAPP) Program

1. APPLICANT INFORMATION (REQUIRED)
Jurisdiction Name (please use full legal name as it would appear on the executed grant):

Jurisdiction Type (select one):

City County City and County
Current Estimated Population State of California Department of Finance Demographics (https://dof.ca.gov/forecasting/Demographics/):

Less than 50,000
From 50,000 to 99,999
From 100,000 to 200,000
Greater than 200,000
Project Manager
(serves as point
of contact for all
communications)
Name
Street Address
City and
Zip Code
Phone Number
E-Mail Address

2. FUNDING (REQUIRED)
Assigned Maximum Grant Amount (select one)
Group 1 ($40,000): Population less than 50,000
Group 2 ($60,000): Population from 50,000 to 99,999
Group 3 ($80,000): Population from 100,000 to 200,000
Group 4 ($100,000): Population greater than 200,000
June 2022 Page 2 of 4 GFO-21-402
CalAPP Attachment 01

3. PROJECT INFORMATION (REQUIRED)
A. Online, automated solar permitting platform to be adopted:

SolarAPP+
Other. If selected, complete Section 4 (“Additional Information”) B. Please select allowable budget item(s) anticipated to be used (Select at least one):

Ongoing in-house staff labor costs associated directly with adoption and maintenance of the platform
Ongoing third-party or consultant time associated directly with adoption and maintenance of the platform
Ongoing staff training and education, specific to the platform Ongoing training events for local installers, specific to the platform Essential hardware or equipment necessary to support adoption of the platform
Maintenance, such as adding support for energy storage paired with solar energy system permitting, and subscription cost for permit tracking software in support of adopted permitting platform
C. Estimated Project Timeline*
*Enter actual dates if activities already began
Activity Date (Month/Year)
Begin Development/Pilot
Full Adoption
Staff Training
Training for Local Installers
June 2022 Page 3 of 4 GFO-21-402
CalAPP Attachment 01

4. ADDITIONAL INFORMATION (if applicable)
NOTE: Only complete this section if you implement a platform other than SolarAPP+ Please identify whether the following features are supported by the implemented platform. All features are required for the platform to qualify for funding. CEC staff will verify prior to payment approval.

Performs an automated plan review for residential solar energy systems that completes automatic code compliance checks based on user inputs (such as a contractor), thereby enabling or otherwise issuing permits instantly when the project is confirmed as code compliant, without the need for human review
Yes No
Supports online, immediate fee payment once an application is complete, which may include auto-invoicing of permit fee costs Yes No Supports immediate generation of a permit job card following payment confirmation Yes No
Blocks noncompliant applications from receiving a permit Yes No EITHER: 1) Stand-alone permitting tool; OR 2) Integrates with current software and inspection platform already in use Yes No

5. REPORTING (REQUIRED)
Following adoption and verification of a qualifying platform, the Energy Commission may request, and the Recipient will provide if requested, annual data on the number of permits issued for solar energy systems and a solar energy system paired with an energy storage system including relevant characteristics of those systems, such as system capacity.

Please indicate your acceptance of these terms.

Yes No
June 2022 Page 4 of 4 GFO-21-402
CalAPP Attachment 01

6. CERTIFICATION (REQUIRED)
• I am authorized to complete and sign this form on behalf of the applicant. • I authorize the California Energy Commission to make any inquiries necessary to verify the information presented in this application. • I have read and understand the terms and conditions contained in this solicitation. I accept the terms and conditions contained in this solicitation on behalf of the applicant, and the applicant is willing to enter into an agreement with the Energy Commission to conduct the proposed project according to the terms and conditions without negotiation.
• I certify under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Name of Authorized
Representative:

Title:

Phone Number:

E-mail Address:

Date:

Signature of
Authorized
Representative:

NOTE: Do not overlap signature with surrounding border lines. $
Grant Money For
Solar Permitting
Expedite your solar permitting process! Reduce the time and resources needed to review and approve small residential solar installations in your community with money from the California Energy Commission. Millions of dollars in grant funding are available to all permitting jurisdictions in California for the adoption of an online, automated solar permitting platform such as SolarAPP+.

The application window is open now until May 1, 2023. Funding is reserved on a first- come, first-served basis while money is still available.

Program Highlights:

Quick and easy
application with
electronic submittal
Grants between
$40,000-$100,000
based on population
of jurisdiction
Grant activities can
be reimbursed until
May 1, 2027
The California Automated Permit Processing (CalAPP) Program is administered by the California Energy Commission. The program was funded with $20 million from the California Budget Act of 2021 to support a grant program for California cities and counties to establish online solar permitting. Visit the CalAPP Program webpage at www.energy.ca.gov/calapp for more information.

Questions? Contact the CalAPP team at [email protected]

COUNCIL COMMUNICATION
CC #:
2609
File #:
0324
Title:

Emergency Operations Plan Update - Professional Services Agreement Contact:

Jason Rizzi 916-774-5802 [email protected]

Meeting Date: 4/5/2023
Item #: 6.13.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution to approve a professional services agreement between the City of Roseville and Tetra Tech, Inc. for preparation of the City's Emergency Operations Plan (EOP) Update and authorize the City Manager to execute it on behalf of the City.

BACKGROUND
The City of Roseville's Emergency Operations Plan (EOP) provides an overview of how to
prepare for, mitigate, respond to, and recover from natural or human-caused emergencies that may occur within the City of Roseville. Th
e plan is a requirement of both state and federal
regulations. Additionally, a Continuity of Operations Plan and a Continuity of Government Plan will be developed for the City. These plans are required by FEMA and outline essential functions and delegations of authority during an emergency. The City's current EOP was developed in 2011 and will be updated to meet both state and federal requirements.

FISCAL IMPACT
Funding for the Emergency Operations Plan Update will be provided by the General Fund contingency budget
with a not-to-exceed amount of $85,850.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Maintain a safe and healthy community

Respectfully Submitted,
Jason Rizzi, Assistant Fire Chief
Rick Bartee, Fire Chief

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-102
Professional Services Agreement
RESOLUTION NO. 23-102

APPROVING A PROFESSIONAL SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND TETRA TECH, INC., AND AUTHORIZING THE CITY

MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE

WHEREAS, a professional services agreement for an Emergency Operations Plan Update and Development of Continuity of Operations/Government Plan, by and between the City of Roseville and Tetra Tech, Inc., has been reviewed by the City Council; and

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said professional services agreement is hereby approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this day of , 2023, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR

ATTEST:

City Clerk

COUNCIL COMMUNICATION
CC #:
2626
File #:
0214 & 0800-03
Title:

Community-Owned Grid Resilience and Innovation Program – Grant Application Contact:

Erin Frye 916-774-5625 [email protected]

Meeting Date: 4/5/2023
Item #: 6.14.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution authorizing the City Manager or his designee to execute any and all documents related to the Community-Owned Grid Resilience and Innovation Program (CO-GRIP) grant application, including documents that were submitted prior to March 17, 2023 as required to meet application deadlines.

BACKGROUND
On February 21, 2023, Roseville Electric was approached by the Beneficial Electrification League (BEL) with the opportunity to join their CO-GRIP proposal to the Department of Energy (DOE). The activities to be funded under the CO-GRIP support three sections of the Infrastructure Investment and Jobs Act (IIJA), also commonly known as the Bipartisan Infrastructure Law (BIL). DOE refers to the three BIL sections collectively as GRIP and they consist of: Grid Resilience Grants; Smart Grid Grants; and Grid Innovation Program. BEL submitted their GRIP concept letter to the DOE in mid-December of 2022. On February 2, 2023, they were invited to submit a full application. Roseville Electric joined with BEL on the opportunity and the application was submitted by March 17, 2023 to meet the required grant application deadline.

This grant application from the BEL consolidates smart grid projects of small, community-based electric providers in a nationally coordinated project that will achieve economies of scale and spur investment in grid upgrades to achieve a more resilient and reliable grid and, importantly, a smart grid that can support additional electrification that will lead to the decarbonization of the U.S. economy.

Roseville Electric Utility joined the grant application to secure funding to upgrade our existing Supervisory Control and Data Acquisition (SCADA) system. Our current system is antiquated and due for replacement. An updated SCADA system that includes Distribution Management System (DMS) functionality will better manage the electric system’s network and system load. This includes features to allow monitoring of solar systems, electric vehicle charging and battery storage facilities. The current system has connections to the substation level, while a new system will provide connections with devices and systems beyond the substation. An updated system also increases cyber security of the SCADA/DMS network and connection to the City's IT network for engineering reporting as well as updates from the City's Geographic Information System and integration with the utility's Advanced Metering Infrastructure (AMI).

This system upgrade is part of the multi-year Electric Dispatch Center project. Phase one of the project is complete. This portion of the CIP will focus on deployment of the new SCADA/DMS system and integrations with the outage communication system and Advanced Metering Infrastructure, while advanced features and integrations will occur in subsequent phases.

FISCAL IMPACT
If the CO-GRIP application is successful, it will provide up to $450,000 to be applied towards the Electric Dispatch Center SCADA Upgrade which is already funded in the FY2023 Electric Fund budget. Award monies would offset costs that would otherwise come from the Roseville Electric capital improvement project budget.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth

Respectfully Submitted,
Erin Frye, Communications and Marketing Manager
Dan Beans, Electric Utility Director

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-112
Application for CO-GRIP grant funding
CO-GRIP Community Benefits Plan
Beneficial Electrification Community Partner letters
Dispatch Center CIP Approval Document
Roseville Letter of Commitment
RESOLUTION NO. 23-112

APPROVING A GRANT APPLICATION TO THE U.S. DEPARTMENT OF ENERGY, AND

AUTHORIZING THE CITY MANAGER OR HIS DESIGNEE TO EXECUTE ALL RELATED

FORMS AND AGREEMENTS ON BEHALF OF THE CITY OF ROSEVILLE

WHEREAS, Roseville Electric Utility joined a grant application submitted by the Beneficial Electrification League to secure funding to upgrade our existing Supervisory Control and Data Acquisition system; and

WHEREAS, the grant application consolidates smart grid projects of small, community- based electric providers to achieve a more resilient and reliable grid; and

WHEREAS, the City’s current system is due for replacement and this upgrade is part of the muti-year Electric Dispatch Center project; and

WHEREAS, staff recommends City Council approve a grant application to the U.S.

Department of Energy for the Community-Owned Grid Resilience and Innovation Program.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Roseville hereby approves a grant application to the U.S. Department of Energy for the Community- Owned Grid Resilience and Innovation Program.

BE IT FURTHER RESOLVED that the City Manager or his designee is authorized to execute all related forms and agreements on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this day of , 20 , by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR
ATTEST:

City Clerk
Community-Owned Grid Resilience and Innovation Project (CO-GRIP) FOA Topic Area 2
Beneficial Electrification League (BEL)
Principal Investigator: Alex Hofmann, BEL, 831-241-0140, [email protected] Business Point of Contact: Keith Dennis, BEL, 571-289-5615, [email protected]

Federal Share: $38.1M...............Cost Share: $38.1M.........Total Estimated Project Cost: $76.2M

Beneficial Electrification League
3625 N Potomac St
Arlington, VA 22213
Concept Paper Identification
Code: TA2-224-E
Applicant UEI:

GVCLM6KE2121 (DUNS:
1185102810000)
Team Member Organizations Senior/Key Personnel Project Location Anza Electric Cooperative, Inc. Kevin Short Anza, California Braintree Electric Light Department Weijun Li Braintree, Massachusetts CHARGE EV, LLC Nate Boettcher La Crosse, Wisconsin
Connexus Energy Jared Newton Blaine, Minnesota
Dairyland Power Cooperative Jeff Springer La Crosse, Wisconsin East River Electric Power Cooperative, Inc. Jeff May Madison, South Dakota Great River Energy Jamison Stallman Maple Grove, Minnesota Hoosier Energy Linda Margison Bloomington, Indiana
Jamestown BPU Kristofer Sellstrom Jamestown, New York
Kansas Power Pool Colin Hansen Wichita, Kansas
Littleton Electric Light and Water Departments Scott Edwards Littleton, Massachusetts Navajo Tribal Utility Authority David Chavie Fort Defiance, Arizona Pierce Pepin Cooperative Services Srinivasa R. Venigalla Ellsworth, Wisconsin Roseville Electric Utility Steve Hancock Roseville, California Town of Stowe Electric Department Michael Lazorchak Stowe, Vermont Western Farmers Electric Cooperative Travis Goucher Marietta, Oklahoma

Project Overview
This application consolidates smart grid projects of small, community-owned electric providers in a nationally coordinated project that will achieve economies of scale and spur investment in grid upgrades to achieve a more resilient and reliable grid and, importantly, a smart grid that will support additional electrification that will lead to the decarbonization of the U.S. economy.

Background: The Beneficial Electrification League (BEL), a 501(c)(3) not-for-profit organization, seeks to accelerate electrification with programs and initiatives that deliver on the environmental imperative of climate change, benefit energy consumers, and foster a resilient grid. BEL, which began as a joint project of electric utilities in coordination with the National Rural Electric Cooperative Association (NRECA), the American Public Power Association (APPA), and the Natural Resources Defense Council in 2014, believes promoting these multiple benefits encourages productive collaboration and removes barriers to the transition to a low-carbon electricity system. BEL’s four most senior staff members have spent over a decade at NRECA or APPA, and all have over a decade of experience managing multimillion-dollar federal grants. All four of BEL’s senior staff also worked to implement GRIP’s predecessor program, the American Reinvestment and Recovery Act of 2009’s Smart Grid Demonstration Program with community- owned electric utilities. BEL supports several hundred electric cooperatives and municipal utilities to navigate the clean energy transition.

Project Goal: The Beneficial Electrification League will deploy high-impact smart grid technologies up and down the value chain with 16 utility teaming partners who collectively represent a network of more than 100 small, community-owned electric utilities across 15 states. The project will achieve and leverage a national economy of scale and spur investment in grid upgrades. It will target deployments impactful to local communities, primarily disadvantaged communities as defined in the White House Economic and Climate Justice Screening Tool, and to the broader national power grid. The goal is to achieve a more resilient, reliable, and smart grid that can support additional electrification and lead to the decarbonization of the U.S. economy.

The CO-GRIP concept proposes to address the entire end-to-end of the grid to align the costs and benefits of community, end-user, and grid-edge energy use and flexibility all the way to the transmission, bulk power, and interregional grid system. Deployments will deploy technology in several topic 2 priority investment areas to meet DOE goals, including: (1) increase the capacity of transmission facilities or the capability of the transmission system to reliably transfer increased amounts of electric energy; (2) improve fault detection to prevent faults that may lead to wildfires or other system disturbances and mitigate extreme weather effects; (3) integrate variable renewable energy resources at transmission and distribution levels; (4) aggregate and integrate distributed energy resources and other “grid edge” devices to provide system benefits, such as renewable energy resources, electric vehicle charging infrastructure, and vehicle-to-grid; and (5) facilitate the aggregation and integration (edge-computing) of other grid-edge devices or electrified loads to benefit the grid.

DOE impact: CO-GRIP will catalyze and leverage private sector and non-federal public capital for impactful technology and infrastructure deployment directly by leveraging $38.1 million in cost match from the participating partners and from extensive informal cost share of staff time of dozens of organizations, including utilities, as well as partners who regularly support the applicants’ efforts to assist disadvantaged members and execute a smooth clean energy transition. By laying down the infrastructure required for a variety of other technologies, including microgrids, energy storage, residential solar, and the broader electrification of homes and businesses, CO-GRIP leverages hundreds of millions of dollars in future investment, including funds that are becoming available through the Inflation Reduction Act. Without this investment in the underlying smart grid infrastructure, non-federal investments are not as attractive, as these proposed deployments unlock the ability to access time-of-use rates, on-site renewable, and other enabling clean energy tools. In addition to improving efficiency, resilience, and customer service, this funding sets these utilities on a path to retiring old generation assets. While some partners in this project have applied for other federal funding, this application does not include any activity that has been the subject of a federal funding request. In addition, the benefits of this grant would go to areas in some states with small energy offices that have had less state-level funding and may have more difficulty accessing other Grid Deployment Office funds like 40101(d) grants. This includes funds that CO-GRIP allocates to East River Electric in South Dakota, a state with an energy office with minimal resources.

In describing Topic Area 2 objectives, the FOA states that applicants are encouraged to coordinate with and support broader State, local, Tribal, and regional strategies and that aggregation of smart grid technologies is encouraged to accelerate deployment. This project follows that encouragement. One of the most important expected results from this project is that smart grid approaches, technologies, and uses funded and deployed at scale under this program will have a much more favorable pathway to wider market adoption due to the nature of the project successes and the broad coalition of stakeholders. By encouraging and facilitating smart grid adoption across a wide variety of use cases, CO-GRIP will vastly improve the nationwide development of a smart grid with lasting ripple effects.

CO-GRIP
Community Benefits Plan (CBP): Job Quality and Equity: The projects comprised by CO-GRIP will exceed EJ40 goals by allocating more than half of the funds to recipients whose projects are entirely within areas designated as disadvantaged by the White House Climate and Economic Justice Screening Tool. At least 42% of the total funding is allocated to projects in EJ40 communities where funds will directly benefit Tribes, including the Navajo and Chickasaw Nations. Our outreach strategy focuses on providing meaningful engagement and receiving meaningful input from disadvantaged communities and groups within those communities, including historically underserved populations, racial minorities, and women. The remaining funding will support the broad deployment of smart grid technology in small, rural communities in Kansas, the Northeast, South Dakota, Minnesota, Indiana, and Wisconsin. Many communities within the broad territorial scope of these projects are disadvantaged.

Sharing and Maximizing the Project’s Benefits: As detailed in the Community Benefits Plan, BEL will convene utility partners annually to assess their own Community Benefits Plan (CBP) and share successful practices, including the creation of a CBP advisory community. Partner CBPs will include a plan for initiating collaboration and input gathering sessions with local stakeholders, soliciting feedback, responding to the feedback (which may require withdrawing from the project), and maintaining regular communication. BEL does not anticipate CO-GRIP will have any long-term constraints on a community’s access to natural resources and Tribal cultural resources.

CO-GRIP partners have engaged in extensive community engagement and received commitments, memorandums of understanding, and letters of support from over 60 organizations including strong union support with MOUs and letters of commitment from the International Brotherhood of Electrical Workers Local 459, Local 104, Local 300, Utility Workers Union of America, AFL-CIO Local 379 labor unions. These commitments are included in our CBP packages. The partners' implementation plans will include strategies for training, publicizing contracting opportunities that can support DEIA goals, and mapping new career paths for employees as a result of these projects. All partners have committed in writing to our Community Benefits Plan and are committed to plans to attract, train, and retain a skilled labor force with strong labor standards and to ensure workers’ free and fair chance to join a union.

Environmental impacts and climate resilience: Many of CO-GRIP's utility partners serve frontline communities already experiencing the impact of climate change, including increased risk of weather-related outages. One of CO-GRIP's outcomes will be to increase climate resilience in communities where projects are undertaken. Notable climate emergencies addressed by this project are wildfires in Oklahoma and California, tornados in Kansas and Oklahoma, snow in New York and Vermont, and extreme cold and the polar vortex in the Upper Midwest.

Resilience technologies include fault detection to reduce wildfire risk, automated outage management, load monitoring, technologies to enable battery storage, and other microgrids.

The distribution system resilience projects, detailed below, will improve resilience for the systems themselves and provide models for other systems.

Technical Description, Innovation and Impact

Relevance and Outcomes: CO-GRIP projects will deploy an array of technology solutions both at the generation and transmission level and at the distribution level that will increase the flexibility, efficiency, reliability, and resilience of the electric power system. As part of the project conceptualization and development, BEL selected projects submitted by dozens of our utility partners that specifically advance all of the Grid Deployment Office’s Smart Grid objectives, deploy technology specifically listed as Topic 2 Priority Investments, and meet objectives stated in the legislative language in Section 40107 of BIL that underlies the Topic 2 grants.

As a result, each project meets the outcomes described in BIL Provision 40107. They deploy technologies that include a broader suite of grid-enhancing technologies that will increase the capacity of the existing transmission system, prevent faults that may lead to wildfires or other system disturbances, integrate ever-increasing renewable resources, and deploy technologies that are better able to monitor and analyze the impact of transportation and building electrification on the grid. For convenience, the specific way that each subrecipient activity achieves these Topic 2 outcomes is listed in the “CO-GRIP Smart Grid Deployment Summary Table” below.

The strength and uniqueness of this CO-GRIP application is the collaboration of a broad set of electric sector stakeholders spanning the entire grid, from transmission operators to those who serve the most rural and remote consumers. The complexity of the electric power system exists not only in the engineered design but also in the relationships between the entities that own and operate generation assets, transmission assets, and distribution systems and how these entities relate to the consumer. Smart grid investments must be coordinated up and down the value chain as reliability costs and transmission level constraints flow down and load response benefits and flexibility at the consumer end flow up. Without coordination, each stakeholder maximizes only their interests, leading to suboptimal levels of investment and lost benefits.

This consolidation of projects, collectively the “Community-Owned Grid Resilience and Innovation Project” or “CO-GRIP,” is essential to engaging communities that would not otherwise have access to federal funding by leveraging relationships and networks of community partners willing and able to execute projects. The CO-GRIP application includes funding for smart grid deployment across 15 states at local community-based electric cooperatives, municipal utilities, and a Tribal utility authority, as well as participation, deployment, and cost share from regional generation and transmission cooperatives and joint action agencies with reach into several additional states.

Feasibility: The proposed technology deployments for this project are completely technically feasible. Advanced and integrated metering, SCADA systems, smart switches, sectionalized distribution lines, distribution automation, and all other Topic Area 2 priority investments proposed in this project have been deployed in the past at other sites with the business models or political will and working capital to invest in this technology. These types of projects have been held back from moving forward in the past due to a lack of funding, as is often the case with public infrastructure. Further, the primary partners on this project are the community- owned utilities that have built and operated the systems for decades through increasingly challenging weather scenarios and are thus the most qualified workforce to deploy this technology on their existing grid infrastructure.

Innovation and Impacts: The current standard practice in the community-owned utility space of the CO-GRIP participants is to maintain the grid electrical system in the most cost-effective manner possible to maintain safety, affordability, and reliability. This system has worked for decades but is under stress, and failing to modernize creates a significant risk to the economic well-being of these communities.

Cooperative utilities own and maintain 2.7 million miles – 42 percent – of the nation’s electric distribution lines yet deliver only 12 percent of the total kilowatt-hours sold in the U.S. each year. More than 80% of the approximately 2,000 municipal utilities serve fewer than 4,000 customers. An antiquated electric system subject to frequent and extended outages is a barrier to economic growth. The increasing severity of weather events exacerbates this challenge. At the same time, customer expectations for their electric providers are changing. Rural communities and small towns need to meet changing demands and expectations to attract and retain businesses. Investment in a strong and reliable electricity backbone with sufficient capacity is an investment in economic development. Many of the participating communities are in areas without the density or commercial activity that produces revenue to pay for significant technology deployments. At the same time, the inability to invest in the grid has consequences for the health and well-being of the communities they serve.

Against this baseline, CO-GRIP proposes an innovative collaboration that builds on the foundational work of the Beneficial Electrification League (BEL) to promote, educate, and strengthen support for electrification. To date, BEL has coordinated electrification meetings in 17 states to foster new relationships between utilities, policymakers, academics, manufacturers, and environmental and consumer advocates. CO-GRIP reflects the understanding that a network approach allows for greater creativity in problem solving and that community-based utilities best understand the needs of their system and their consumers. CO- GRIP’s approach involves deep community involvement, including local labor, civil society, and supply chain providers, to ensure a focus on local needs and opportunities. Throughout the program, CO-GRIP will host extensive multi-party communication, transparency, and information sharing both within and between local communities. Leveraging this communication and information sharing will help achieve economies of scale and enable participants to share lessons and successful models. Looking beyond CO-GRIP partners, by encouraging and facilitating smart grid adoption across a wide variety of use cases, CO-GRIP will improve the process of nationwide development of a smart grid with lasting ripple effects.

CO-GRIP includes the efforts of 16 community-owned electric providers committed to meeting their state, local, Tribal, regional, and national resilience, decarbonization, or other energy goals, strategies, and plans. As discussed throughout the application, many of the organizations are partly or wholly owned by Tribes. Due to page length requirements and for ease of presentation, the CO-GRIP Smart Grid Deployment Summary Table below presents the key elements of the projects, including how they will achieve further deployment at scale to lead to additional private sector investments.

CO-GRIP Smart Grid Deployment Summary Table
Subrecipi
ent
Brief Smart Grid Deployment
Overview
Achieving Topic 2 FOA Objectives
and System Flexibility Impact of Funding
Navajo
Tribal
Utility
Authority

Federal
share:
$3.3M
Cost
Share:
$4.03M

Deploy SEL-FLT/FLR system on
11 poor performing circuits
throughout NTUA’s system to
act as a wireless line sensor
system for overhead
distribution systems and
provide fault detection and
accurate load data to NTUA’s
SCADA system or Outage
Management System (OMS).

Replacement of AMI/GIS
Computing Nodes following a
recommendation from NIST
800. Network security
upgrade in compliance with
NIST 800-82 V2 - network
separations and segregation
for control systems e.g., AMI,
SCADA and other control
systems. OMS (Outage
Management System) project
will integrate various
applications such as AVL, AMI,
GIS and SCADA.

The measured load data will benefit
NTUA with sectionalizing and
energy transfer switching decisions,
phase balancing, and system
planning. With this type of fault
information, NTUA will be able to
quickly dispatch crews, locate
faults, and make better decisions in
cases of emergencies with switching
systems to different sources,
sectionalization and restoration of
power. These upgrades will improve
the visibility of the electrical system
to grid operators to help quickly
rebalance the electrical system with
autonomous controls through data
analytics, software, and sensors, a
Topic 2 priority. It will also
anticipate and mitigate the impacts
of extreme weather and natural
disasters on grid resiliency and will
increase the ability to redirect or
shut off power to minimize
blackouts, prevent wildfires, and
avoid further damage, another
Topic 2 priority.

The Navajo Nation is a
disadvantaged community
with some of the most
extreme humanitarian
needs of any population in
the entire U.S. The Nation
cannot afford the grid that
is a prerequisite to
transitioning to a clean
energy system. Thus, this
funding is key to achieving
EJ40 goals and helping
secure an equitable energy
transition. Approximately
14k homes in the Navajo
Nation have no electric
service. DOE funding to
help implement smart grid
technology will free up
budget to electrify homes,
which is done through
mutual humanitarian aid as
part of the Light Up Navajo
project which BEL staff and
partners have helped
implement in the past.

Western
Farmers
Electric
Cooperati
ve

Federal
share:
$6.75
Cost
Share:
$8.25

Estimate
d total
project
cost
including
leveraged
This project deploys smart grid
technology, including state-of-
the-art smart relays, to switch
and segment lines and looping
to expand transmission
capacity of the grid serving an
economically-vulnerable area
that is home to the Chickasaw
Nation and the largest casino
in the world, its workers, and
a Tribal community just north
of the border between Texas
(ERCOT) and Oklahoma (SPP)
where AC/DC converter power
flow through the
interconnection node is not
ideal. The geographical
location presents a challenge
because the Red River borders
The project will deploy smart grid
technology to a grid-congested area
that supplies power to the
Chickasaw Nation. The planned
relays have much faster clearing
times, reducing the risk of fire from
open faults on the slower switch
technology in place today. This
investment will increase the ability
to redirect and shut off power to
minimize blackouts, prevent
wildfires, and avoid further damage
from both wildfires and tornados,
per priority of Topic Area 2. The
technology will improve the
visibility of the electrical system to
grid operators, enabling quick
rebalancing of the electrical system
using autonomous controls, data
The federal funding to this
project will bring the
transmission system up to
standards that will allow
further SPP investment,
which is currently not
possible via a Notice to
Construct. The project will
unlock investment in
additional PURPA projects,
grid-edge and renewable
projects that would
otherwise not be possible
without untenable rate
increases for the
disadvantaged Tribal and
surrounding communities.

This project is necessary to
private
funds:
$25-$30
million
three sides of the service
territory, which led to the
existing configuration: a long
radial in a Native American
area that has a power transfer
limitation. The relays, fault
detection, and modern
protection schemes will
enable the integration of
renewable systems, support
EVs and grid-edge technology.

analytics, software, and sensors.

The Red River surrounds three sides
of service territory. Increasing the
transmission capacity allows
renewable energy to flow into and
out of the area. Through the
increased reliability of looped
transmission, the interruption of
this renewable energy is greatly
reduced which allows the region to
take advantage of cheaper energy
prices.
support future growth in
the region.

East River
Electric
Power
Cooperati
ve, Inc.

Federal
share:
$4.5M
Cost
Share:
$5.5M

Estimate
d total
project
cost
including
leveraged
private
funds:
$25
Million

The project will deploy smart
grid upgrades to a vast area of
South Dakota, replacing
approximately 70,000
powerline carrier receivers
with smarter technology that
can be integrated into a
Distributed Energy Resource
Management System (DERMS)
and two-way communication
to replace outdated breaker
technology called upon in grid
emergencies. Power line
carrier systems are near the
end of their life and the South
Dakota energy grid needs a
new vision for the next 30
years. This project would
deploy and implement smart
grid technology across 21 rural
electric cooperatives that
cover a vast territory enabling
multiple smart-grid functions.

This project will enable two-way
communication to improve system
visibility and enable increased load
management savings via signals on
peak power costs from Basin
Electric. Aligning costs from bulk
power with incentives at the
consumer level will contribute to
meeting high-level national goals of
alleviating congestion to increase
capacity and reliability. The newer
predictive technologies have
significant potential to help identify
optimal load control and avoid
outages. For example, when
capacity was strained during a
recent cold snap with temperatures
well below zero, curtailments using
“dumb” switches led to a 45-minute
outage in the electric system that
triggered a 4-hour outage of the gas
system when all electric service was
restored at the same time. This
Topic 2 priority investment will
vastly improve grid flexibility.

DOE’s funding will have a
significant impact on smart
grid technology
deployment across South
Dakota and its many rural
and disadvantaged
communities. These 70K
smart grid devices will
replace systems whose
unreliability exacerbates
health and safety risks.

Allowing switch
replacement at speed and
scale would not be possible
without funding. Further,
this infrastructure
investment will improve
the economics for adding
renewable and grid-edge
tech through private
investment spurred by the
Inflation Reduction Act that
otherwise would not make
sense to add onto an aging
infrastructure.

Anza
Electric
Cooperati
ve

Federal
share:
$2.96M
Cost
Share:
$3.62M

Remove and replace legacy
distributed system control
equipment with leading edge
automatic reclosers, capacitor
banks, and voltage regulators.

Upgrade existing System
Control and Data Acquisition
(SCADA) equipment with
software and hardware that
enables Smart Grid Functions
on a single 34kV transmission
line from a Southern California
Edison distribution substation
that runs through United
The upgrade will enable identifying
and preventing faults that could
lead to damaging and potentially
fatal wildfires and related long
outages, a Topic Area 2 priority
investment. The project will
integrate DERs at the transmission
and distribution levels, facilitating
the aggregation and integration of
electrified end-uses being deployed.

The end goal is to upgrade grid
capabilities to completely remove
the need for transmission and
distribution though miles of USFS
All funding will go to a
CEJST-identified
disadvantaged community
serving three Native Tribes
and significant low-income
population subject to
significant wildfire risk with
up to ten-day long outages
causing local suffering. The
project will enable further
renewable investment
from non-federal funding
not possible on aged
infrastructure and would
States Forest Service (USFS)
land subject to damage by
wildfires.
land from the nearest Southern
California Edison substation,
creating local resiliency and
reliability.
not go forward absent BIL
investment.

Jamestow
n Board
of Public
Utilities
(JBPU)

Federal
share:
$847k
Cost
Share:
$1.03M
Upgrade aged infrastructure
to deploy advanced
distribution reclosers,
software, communications,
wireless fault indication and
monitoring system, enable
additional advanced smart
grid functions, deploy
transformer located fault
sensors for underground
network, enable capability to
identify and isolate faults and
manage a scenario with high
DERS so they do not overload
circuits.

Not only is JBPU serving a
community identified as
disadvantaged using the CEJST, it
qualifies as disadvantaged using
most metrics. This is a priority Topic
Area 2 investment that will increase
the visibility of the electrical system
to grid operators to allow for quick
rebalancing of the electrical system
with autonomous controls, through
data analytics, software, and
sensors in the downtown corridor
where any outage affects
businesses as well as all critical city
services, from fire and EMS to the
city hall.

JBPU has been providing
electric service for 130+
years to a community of
now more than 40K people
that has struggled through
years of economic decline
as manufacturing left the
region. The infrastructure
in the community is dated,
and the lack of local
economic growth has
resulted in significant
community disinvestment.

This infrastructure
investment is desperately
needed in this community.

Kansas
Power
Pool

Federal
share:
$1.125M
Cost
Share:
$1.375M
The Kansas Power Pool, a
municipal energy agency in
Kansas including 31 municipal
utilities, will be working with
six of its small, rural, and
remote member cities to
design an AMI deployment
that includes, along with
smart meters, sensors,
communications, control,
security, and integrating
software systems.

Smart grid investments will enhance
outage management and improve
restoration processes through data
visibility for customers and cities to
monitor system performance,
predict load, and manage
transformer capacity requirements
or anticipate the impacts from
extreme weather events (tornados).

This project meets Topic Area 2
priority areas of enabling
aggregation and integration of DERs
and other grid-edge devices to
provide system benefits impossible
for the existing infrastructure.

These small cities often
operate more than one
utility service with limited
resources, one of which
was completely devastated
by a recent tornado. Smart
grid technology will
promote more efficient
operations and enable
progress on other city
priorities. For years project
funding requests were not
approved; federal funding
makes these possible.

Connexus
Energy

Federal
share:
$209k
Cost
Share:
$255k
Connexus Energy will deploy
smart grid software and
equipment, including smart
panels and sensors, to enable
controllability of loads and
grid-edge devices in a
disadvantaged urban
community with 95%
manufactured homes
currently served by storm-
prone backlot overhead lines.

This will be a Topic Area 2 priority
investment that aggregates and
integrates DERS and other grid-edge
devices to provide system benefits,
including renewable energy
resources and smart building
technologies in concert with Blaine
City Center Development, while also
mitigating the impacts of extreme
weather and reducing outages in a
disadvantaged community.

This investment is a
prerequisite for equitable
access to low-income
community members who
want EV rate, or solar, but
can’t participate. It will
provide better reliability
and resiliency, enabling
DER to help alleviate MISO
constraints and meet
strong state climate goals.

Braintree
Electric
Light
Departm
ent
(BELD)
Deploy comprehensive smart
grid system upgrades,
protective monitoring, and
comms systems, to
interconnect battery storage
systems, add wireless comms
The deployment of next-generation
smart grid technologies will reduce
the number and length of outages,
reduce peak demand, and allow the
improved integration of renewable
energy systems, leading to a more
Investment will upgrade
the community-based
electric grid that can
support additional
electrification to
decarbonize the economy.

Federal
share:
$1.87M
Cost
Share:
$2.23M
infrastructure to backhaul
data, and deploy automatic
transfer scheme upgrades,
including SCADA server and
software upgrades to perform
distribution transformer load
monitoring at significant EV
charging sites, which will also
involve AMI/OMS software
upgrades.
reliable, flexible, and efficient
system and help keep electricity
rates low, which is a high priority
for the city. This is a Topic Area 2
priority investment that enables the
aggregation and integration of DERS
and enhances interoperability and
data architecture of systems that
support two-way flow of electric
power and analytics.

The BELD project will be
implemented utilizing
union labor, creating good
paying jobs, and would not
be possible to conduct in a
timeframe proposed
without funding, enabling
further potential for non-
federal funding for clean
energy projects to be
spurred by the IRA.

Great
River
Energy
(GRE),
Hoosier
Energy,
CHARGE
EV,
Dairyland
Power
Cooperati
ve (DPC)

Combine
d Federal
share:
$1.098M

Combine
d Cost
Share:
$898k
CHARGE EV, a consortium of
94 electric cooperatives, and
these three generation and
transmission cooperatives,
comprised of 86 distribution
cooperatives and municipal
utilities, will integrate smart
grid technology from the grid
edge to regional smart grid
systems interfacing with the
MISO bulk power grid.

Specifically, Hoosier will install
four bidirectional school bus
chargers at two locations to
accommodate nine electric
school buses awarded as part
of the EPA 2022 Clean School
Bus Program to deploy V2G
value as a grid resource that
will respond to Independent
System Operator (ISO) signals.

GRE, Dairyland and CHARGE
EV will integrate home and
commercial grid edge EV
chargers and devices at the
consumer level into the OATI
and DERMS platforms to align
end-use loads to MISO signals
in a capacity-constrained
market.

This project is a Topic Area 2
priority investment of aggregation
and integration of DERs and other
grid-edge devices to provide system
benefits of EV charging
infrastructure, V2G, and smart
building tech. It enhances
interoperability and data
architecture of systems that
support two-way flow of electric
power and analytics to integrate
with the broader regional power
systems. This project will ease the
transition from coal to clean energy
resources. For example, Great River
Energy has designed a demand
response program to support the
unique characteristics of a coal
generation fleet, including Coal
Creek Station, North Dakota’s
largest coal plant, and its related
transmission systems. This project’s
integration of grid-edge resources
with GRE’s system will assist in this
transformation as new price signals,
power availability, and changes to
power market constraints change in
the MISO and other regional
systems.

These recipients are key to
meeting several strategic
energy equity and access
goals and will serve as the
bridge between DOE’s dual
goals of achieving local
benefits while having
positive impacts at the
regional, interregional, and
national level. Specifically,
they allow co-ops and
munis who are not direct
subrecipients and who
cannot otherwise access
the funding directly to
benefit from the programs
by providing an avenue for
their grid-edge technology
to be integrated into the
same system as those who
are participating. Without
funding from DOE, these
utilities would not have
access to the project
benefits. The project also
leverages
interdepartmental BIL
investments made by EPA’s
2022 Clean School Bus
Program.

Littleton
Electric
Light and
Water
Departm
ents
(LELWD)

Federal
share:
$1.3M
Deploy self-healing smart grid
components into its
distribution system to
drastically improve system
reliability. Replace manual
circuit-tie switches with
various autonomous
controlled SCADA self-healing
tie-switches to sense power
loss and logically switch to re-
energize as many customers
Current switches are over 20 years
old and are not visible over SCADA
to the operations team. To help
improve the visibility of the
electrical system, switches will be
replaced with autonomous
controlled SCADA switches. These
switches will be a part of the self-
healing grid system. This is a priority
Topic Area 2 investment that will
improve the visibility of the
Currently, a single fault in
the system can cause long-
duration power loss,
creating a need to dispatch
personnel to evaluate the
fault and write switching
orders for review and
approval by all parties
active in the switching.

Finally, line crews can
switch the system around
Cost
Share:
$1.6M

as possible while not re-
energizing the fault within
seconds of the fault occurring,
so customers only see a
momentary power loss, rather
than a long-duration outage.
electrical system to grid operators
to enable quick rebalancing of the
electrical system using autonomous
controls, data analytics, software,
and sensors.
to re-energize parts of the
system where possible.

Investment in a self-healing
grid is not possible without
federal smart grid funding.

Pierce
Pepin
Cooperati
ve
Services
(PPCS)

Federal
share:
$900K
Cost
Share:
$1.1M
Implement a distribution
operation level SCADA system
and grid-edge device
integration, including electric
vehicles, to lay the foundation
for vehicle-to-grid applications
in later years. Equipment and
software to sectionalize and
backfeed system, installing
smart controllers, smart
switches, sensors, and DERMS
integration for grid-edge tech
including consumer batteries
and solar.

Weather-related issues, most
notably polar vortexes, and
snowstorms have led to capacity
constraints that created dangerous
conditions in MISO territory. The
project invests in Topic Area 2
priority smart grid tech such as
dynamic load management systems
and grid-edge assets critical to
distribution system operators,
especially if more home heat and
transportation loads are electrified.

This investment will make the
system more flexible and inform the
plans of other rural communities in
the state and region.

While PPCS is a relatively
small electric cooperative
with 10K meters, it is
connected to a much
broader network through
Dairyland Power
Cooperative and CHARGE
EV (also subrecipients) who
share staff with PPCS. The
DOE investment at PPCS
will thus be amplified
across the region through a
network of 100+
cooperatives, enabling
regionwide non-federal
investment in clean energy.

Roseville
Electric
Utility

Federal
share:
$450k
Cost
Share:
$550k
Roseville will deploy a SCADA
system with Advanced
Distribution Management
System (ADMS) and retrofit
substations with advanced
communications to provide
visibility into loads and to
enable new demand flexibility
programs integrating grid-
edge devices.

This priority Topic Area 2
investment will improve the
visibility of the electrical system to
grid operators to enable quick
rebalancing of the electrical system
using autonomous controls, data
analytics, software, and sensors,
and will enable aggregation and
integration of DERs and other
flexible grid-edge devices to provide
system benefits.

Roseville has been
deploying AMI for the past
7-8 years but without the
ability to use the new
system effectively. This
grant will make demand
response, DERs, and EVs
viable, and will reduce
future capital expenditures
as improved visibility will
validate resource assets.

Town of
Stowe
Electric
Departm
ent

Federal
share:
$1.1M
Cost
Share:
$1.4M
Town of Stowe Electric
Department will deploy next-
generation AMI technology
integrated with outage
management system analytics,
grid-edge telemetrics, and a
DERMS to decrease outages
and enable consumer
participation in grid flexibility
and clean energy and grid-
edge technology integration
with the power system.

All investments in this project are a
Topic Area 2 priority. By deploying
community-level smart grid
technologies to the grid edge,
managed through a DERMS, this
project will address transmission
challenges and increase the value of
DERs and flexible loads for both the
local community and the generation
and transmission providers,
including their respective wholesale
energy markets.

Changing capacity and
transmission demands are
driving up the cost of
electricity for consumers.

This deployment, only
made possible with DOE
funding, will ensure local
grid operators can deploy
smart grid services that roll
up to create benefits for
the regional bulk power
system.

Risk management: BEL has incorporated risk management as a core principle when building CO-GRIP, ensuring it is optimized from the ground up. The BEL team has spent more than a year since the IIJA passed contemplating this project, building a team, and assessing and minimizing the risks associated with the application of our community-owned utility partners. The risk management strategies already taken and that will be taken to help BEL engage in Quality Assurance/Control throughout the project are described below and specific risks identified are presented in the summary table further below in the workplan.

Pre-screened projects and pre-application risk management measures: BEL conducted a pre- screening process to select the highest quality project partners in both the concept paper and final application phase. BEL works with hundreds of municipal utilities and cooperatives and identified many more projects than were included in this application. Projects and scopes within the proposed projects were chosen with risk management in mind. For example, BEL selected only projects that clearly deploy Topic 2 Priority Investments that meet the objectives stated in the legislative language in Section 40107 of BIL that underlies the Topic 2 grants. BEL proceeded with the best and most capable partners, meaning that the utility project teaming partners are high quality partners with long histories of successful work in their respective communities.

Minimized Interdependencies to facilitate critical path: The nature of CO-GRIP makes the subrecipient projects relatively independent from one another, meaning that issues with one project, should they arise, are not likely to impact another project. These minimized interdependencies will clear the way to accomplish critical path activities. Additionally, no critical interdependencies exist between BEL and its project team partners that could lead to increased risk.

Management of Cost Share: The BEL team has decades of experience managing federal grants from both the government and the grantee side of the process. The team identified potential cash flow bottlenecks associated with keeping cost share and reimbursement requests on pace as a risk to project continuity and success. As a mitigation measure, utility teaming partners in CO-GRIP are committing 5% cost share above the requirement, as measured by the total project cost, to dampen any project financial risks. The extra cost share gives this project maximum flexibility regarding what can be controlled from the BEL side and allows a simple pathway to handle some of the complex administrative and supply chain burdens.

Degrees of flexibility with community-owned utility partners – project portfolio diversity: Many project teaming partners are leveraging additional funds to supplement this project that are not being formally incorporated into this grant request as cost share or federal funding requests. As a result, if there are supply chain issues or other hiccups in the project, some of the activity can be shifted around to desirable projects where equipment is available. The value of having a portfolio allows BEL to work with DOE to re-prioritize if a teaming partner does not meet a deadline or has trouble procuring labor or equipment for a project – in other words, all the project’s eggs are not in one basket.

CO-GRIP Workplan
Project Objectives: The Beneficial Electrification League (BEL) will work in partnership with the Department of Energy and community-owned electric providers across the country to deploy high-impact smart grid investments to achieve and leverage a national economy of scale and spur investment in grid upgrades. Included projects will be impactful to local communities, primarily disadvantaged communities as defined in the White House Economic and Climate Justice Screening Tool, and to the broader national power grid. The goal is to achieve a more resilient and reliable grid and a smart grid that can support the additional electrification that will lead to the decarbonization of the U.S. economy. Deploying smart grid technologies will result in a programmatic and proportional increase in the flexibility, efficiency, reliability, and resilience of the distribution and transmission systems of community-owned utilities by:
• Delivering pathways to increase the capacity of related transmission facilities via smart grid projects.
• Advancing community benefits through local community partnerships at each project. • Implementing critical distribution system smart grid innovations to prevent outages and reduce their duration.
• An�cipa�ng and mi�ga�ng the impacts of extreme weather and natural disasters on grid resiliency, including preven�ng wildﬁres and minimizing their damage. • Allowing the integration of variable renewable energy resources via better grid-sensing communication and load control systems.
• Adapting infrastructure to allow and facilitate the aggregation and integration of electric vehicles and other electrified loads.
• Sharing key findings and bridging smart grid networks across several regions of the country.

Technical Scope and Project Management: This project has three phases in its scope of work:

Phase 1: Smart grid project diligence, deployment planning, and preparation.

Phase 2: Deployment.

Phase 3: Experience sharing and technological pathway development to accelerate market adoption of smart grid technologies.

Buy American: This project will involve construction, alteration, maintenance and/or repair of public infrastructure in the US and will meet Buy America Requirements where applicable.

Approach: To achieve the project objectives each utility teaming partner will:
1) Work internally and with its respective community partners to prepare for smart grid technology deployment while remaining supplier and technology neutral. 2) Deploy smart grid projects to maximize community benefits and the impact of key flexibility, efficiency, and resilience goals.
3) Share key findings to accelerate market adoption of smart grid technologies to better facilitate clean energy deployment, generation mix diversity, and resilience.

BEL’s teaming partners (the subrecipients in this project) are local, regional, and Tribal entities that operate community-owned electric utilities. BEL will leverage its unique access to, and trust from, cooperative and municipal utilities to speed the deployment of smart grid technologies and enable further non-federal investment to speed the energy transition.

Each utility teaming project has a technical scope specific to their project and needs that will result in a secure, interoperable, and integrated smart grid infrastructure through deployment of smart grid technologies such as: advanced metering infrastructure (AMI) / smart meters (residential, commercial, and industrial), backhaul communications, customer web portal, direct load control devices, energy management devices, meter communications networks, programmable communicating devices, and supporting equipment and software. Each utility teaming partner will integrate these technologies and programs into its operations, which include utility-automated distribution system improvements, consumer-managed technology, two-way communications technology, demand management and dispatch technology, and utility-to-consumer interfaces. Specific project scopes are included in the “CO-GRIP Smart Grid Deployment Summary Table” above. The following task and sub-task breakdown table outlines the work stages over which the project will be conducted through the project performance period of five years. These summarized task descriptions are further defined in the SOPO.

Task
Number
Sub-Task
Number Title Task Description and Milestones

1.0 Project Management and Planning

1.1 Project Management Plan (PMP): Develop the project management plan.

1.2 National Environmental Policy Act
(NEPA) Compliance
Provide the documentation necessary for NEPA
compliance.

1.3 Cybersecurity Plan
Monitor the latest developments in cybersecurity
standards and incorporate cybersecurity language into
contracts requiring vendors and contractors to adhere
to the latest cybersecurity practices.

1.4 Continuation Briefing(s) Brief DOE on roughly an annual basis to explain the plans, progress, and results of the technical effort.

1.5 Program Management
Help ensure all the project partners can progress
supporting compliance and planning aspects of
projects.

2.0 Smart Grid Project Diligence and
Preparation
Team-member utilities finalize preliminary
implementation plans, hone preliminary estimates, and
conduct pre-construction work including the associated
diligence and preparation to begin deploying smart grid technology.

2.1 Project Coordination and Diligence
Checklist
An implementation plan with diligence checklist will be provided to DOE for input and feedback. Revise any
documents or forms that require revision. Review
diligence checklist to ensure procurement and
regulatory requirements are met, project expenses are
eligible, and cost share accounting is appropriate.

3.0 Deploy Smart Grid Projects
Projects proceed at utility teaming partner sites.

Successful deployment of smart grid technology,
realization of community benefits, and reporting.

3.1 Deploy Smart Grid Technology
Projects adhere to plan compliance. Deliver quarterly
smart grid deployment updates by subrecipient – from
project initiation to completion

4.0 Share Key Findings to Accelerate
Market Adoption of Smart Grid
Technologies
Collect and evaluate project metrics data, realize
benefits to support investment in clean technology and
demonstrate improvements in resiliency.

4.1 Community Benefits Sharing and
Accountability
Projects successfully meet program objectives and
provide a positive example of Bipartisan Infrastructure Law investment.

4.2 Share Pathways for Smart Grid to
Facilitate Clean Energy Deployment,
Generation Mix Diversity, and
Other System Benefits
Team-member utilities and their community partners
share information on smart grid deployments and
increase visibility of successful methods for enabling
and facilitating clean energy deployment, generation
mix diversity, and other system benefits.

The organization and management of the work on these tasks is a key priority for BEL and one of the major roles it will play over the period of performance for this project. To ensure success, BEL brings an experienced team with decades of experience executing multimillion-dollar federal projects and a diverse set of committed utilities. The teaming partners have extensive experience constructing and maintaining the electric system infrastructure going back to the early days of electricity in the United States. By combining the expertise of BEL and its utility teaming partners, the risks of conducting this project are effectively minimized. Not only does the team manage and operate the existing grid, but all of the management and administrative staff also have experience implementing the predecessor of this program, the Smart Grid Demonstration Project of the American Recovery and Reinvestment Act of 2009. In short, this team is highly qualified to accomplish this work. The experience and qualifications of each project team member at BEL can be found in the Team Qualifications section, and the resumes for each utility teaming partner project lead have been submitted with this application.

Risk Mitigation: BEL’s risk management strategy is explained in detail in the risk management section earlier in this technical volume. The table below summarizes BEL’s risk mitigation strategy as it relates to BEL’s workplan.

Summary of Potential Project Risks and Mitigation Strategies Risk
Likelihood
(High,
Med., Low)
Impact
(H/M/L)
Potential Impact
(Identify SOPO
Task/Subtask, if
applicable)
Mitigation
Strategy
Loss of key utility
personnel Low
Medium
Significant delay in
implementing Tasks 2.0
and 3.0
Utilities keep replacement project
management staff available or are able to re-
hire to ensure that task work can be
completed.

Loss of utility partner
Low
Low
Reduction in number of
participating utilities
BEL will ensure that key utilities are in place
and committed to the project prior to starting
and will screen candidates for deployment
using commitment from utility executives.

BEL personnel changes
may take place during
Program period of
performance
Medium
Low
Knowledge base could be
disrupted and may delay
all tasks if key personnel
are lost
BEL will ensure that a team approach is used
so that there are backup personnel in place
and will supplement with new personnel as
needed.

Smart grid
technologies may not
produce strong results
Low
Medium
Diminished value to the
utility and the wider
adoption of smart grid
technologies
BEL has allocated funds to help share
information from projects so that mitigations
to technological performance issues can be
quickly identified and shared.

Underperforming
consultants
Low
Medium
Delay in deliverables
and/or milestones for all
tasks
BEL will dedicate personnel to provide
strenuous project oversight. Rigorous RFPs
and strong contractual provisions will be
drafted to select adequate candidates.

Major cyber or physical
security event or
pandemic
Low
Medium
Required resources to
complete onsite
deployment in Task 3.0
may be unavailable,
delaying deployment
BEL will ensure that all utility teaming partners
have pandemic and cybersecurity plans.

Contingency plans and contract language will
be put in place for deployment of
technologies during a pandemic emergency.

Labor or community
dispute
Low
Low
Delay in implementing
Tasks 2.0 and 3.0
Utility teaming partners have secured
community benefits letters and will secure any
needed project agreements before starting
work as a part of the diligence checklist.

High inflation Medium
Low
Project cost increases for
Task 3.0
Utility project partners are used to operating
in high inflation environments and will be able
to work with their suppliers.

Supply chain
availability
Medium
High
Delay in implementing
Tasks 2.0 and 3.0
Diversity of projects and teaming partners
provides useful timing flexibility.

Performance periods: The overall work scope is divided into approximately annual performance periods with decision points (Go/No-Go’s) at each critical juncture. Much of the planning and diligence work is front-loaded, with the remainder of the budget periods focused on executing smart grid deployment and realizing community benefits per the community benefits plan. The specific expected result of each performance period is outlined in the chart and tables below as successful smart grid technology deployment at each project partner. The specific tasks and subtasks are anticipated to play out across project partners and budget periods in the project performance framework visualized in the CO-GRIP Implementation Decision Points (Go/No-Go) with BP Performance Periods graphic below.

Using the milestones and the work breakdown structure, the CO-GRIP objectives and technical approach are tuned to each project partner via their own specific smart grid project needs and goals to maximize deployment value as visualized in the Project Objectives by Teaming Partner graphic below:

DOE has specified it would like substantial involvement in the project, so each teaming partner organization will present an implementation plan with a diligence checklist and revised budget for DOE feedback and guidance as a part of the decision point structure. Each subrecipient will start work after receiving approval as a part of Go/No-Go 2. This ensures that each project teaming partner site can proceed at the fastest possible pace considering varying levels of smart grid complexity and all the appropriate input from DOE. Likewise, there will be a monthly recurring collaborative process to ensure project teaming partners continue consistent deployment, identify issues and adjust as needed, and report and inform on project status.

Work Breakdown Structure (WBS): The BEL WBS is a deliverable-oriented, hierarchical decomposition of the work to be completed by the project team. Teaming partners will execute their specific projects
utilizing the WBS, which
will ensure uniformity of
execution process and
quality control. The
project wide WBS
includes a
comprehensive annual
review of work by BEL, a
diligence checklist by
utility teaming partners
which allows for
notification, and
adjustments if any parts
of the project are not
performing as expected.

Using this WBS, each
project teaming partner
will progress towards the
outcome outlined in the
“Project Objectives By
Teaming Partner” table
graphic and, through the diligence process, refine their assigned SMART goals to measure quarterly progress. Some key SMART goals for each project teaming partner will be:

1. Project planning and diligence documents completed in BP1.

2. Completed deployment of smart grid technology at the end of the project period.

3. Measured improvement in key DOE objectives for Topic Area 2 from the FOA, including updates from calculations utilized as project metrics giving baseline and improvement data on one or more of the following areas:

a. Degree to which the project increases the capacity of transmission facilities or the capability of the transmission system to reliably transfer increased amounts of electric energy – specifically, estimated or actual load management capability that can be realized by any transmission line.
b. Prevent faults that may lead to wildfires or other system disturbances – specifically, improvement in reliability, and, if available, calculated relative to natural disturbances.
c. Integrate variable renewable energy resources at the transmission and distribution levels – specifically, estimates of additional capacity or capability to host or utilize renewable energy resources.
d. Facilitate the aggregation and integration (edge-computing) of electric vehicles and other grid-edge devices or electrified loads – specifically, estimates of end- use devices, electrified loads, or grid-edge devices enabled.

The team will follow a regularly scheduled period communications regime, with monthly project update calls, and will allow for adjustments without impacting any of the other project partners. While there are minimal critical interdependencies between project partners, the use of the WBS will enable all parties to be inside of the same pathway to completion regardless of the project, which is part of our approach to managing the project’s critical path.

In addition to the work breakdown structure, BEL has identified team-member activities highlighting the work to be accomplished and how BEL will work with team members to achieve the milestones as a project team. Each team member will have key workplan activities that they are responsible for in the execution of their respective project components, as can be seen in the summary below:

Summary of Team-member Workplan Activities
Team Member Planned Activities by SOPO Task/Subtask Number(s) Beneficial Electrification League
(Prime Recipient)

1.0 – Manage and execute the project. Develop required plans.

2.0 – Develop a high-level implementation plan for smart grid technology deployment at teaming partner utilities.

3.0 – Implement plan to teaming partner utilities to deploy technology.

3.1 – Perform annual project review through comprehensive annual diligence checklist with utility teaming partners.

4.0 – Demonstrate successful implementation and share key findings to accelerate market adoption.

Teaming Partner Utilities
(Subrecipients)

2.0 – Provide deployment plan and perform diligence on technology deployment.

3.0 – Deploy smart grid technologies and Implement improvements to technology.

3.1 – Ensure diligence checklist requirements are met.

Various joint action agencies and
G&T Co-ops

2.0 – Assist member utilities in developing capability to deploy smart grid technologies.

3.0 – Assist member utilities in deploying smart grid technologies.

These team member responsibilities will play out over each teaming partner project to significantly contribute to the deployment and adoption of smart grid technologies across the United States. BEL has also defined anticipated milestones and their associated dates and verification of completed deliverables that accompany the decision point and performance periods chart above to provide clarity for how BEL will relay task completion or seek input and feedback to/from DOE:

Milestone & Decision Point Log with Deliverables
Milestone
(or Decision Point)
SOPO
Task/
Subtask
Number
Planned
Completion
Date
Verification Method
(or Decision Criteria)
Revised PMP submitted for approval 1.1 11/1/23 Submit to DOE for approval Implementation plan and diligence
checklist for smart grid technology
deployment from each utility teaming
partner

2.0 3/1/24 Submit to DOE for feedback and
guidance
Contract(s) to implement and deploy smart
grid technologies

3.0 6/1/24 Submit to DOE for feedback and
guidance
Begin deployment at utility teaming
partners

3.1 7/1/24 Notify DOE
Annual project diligence checklist and
updates

3.1 BP 2,3,4 Submit overall checklist to DOE for
feedback and guidance, submit
quarterly project updates by utility
teaming partner
Final assessment of deployments at utility
teaming partners

4.0 11/1/28 Notify DOE
Publish final report on deployment and
validation

4.2 12/31/28 Submit report to DOE

The following Go/No-Go decision points (considered SMART) with detailed requirements as identified in the decision points and performance periods graphic above:

Go/No-Go Decision Point Table with Requirements
Go-No/Go
Decisions
SOPO
Task/Subtask
Completion
Detailed Requirements

1. Subtask 1.1 PMP The Recipient shall not proceed with Tasks 2, 3, and beyond until Task 1.1 is approved by the Federal Project Officer.

2. Task 2.0 The Go/No-Go Decision will be based on the completion of Task 2 and the submission of associated deliverables. Approval to proceed can be granted on a per-utility teaming partner basis. The Recipient will not proceed with Tasks 3.0 and 4.0 until they have received written authorization from the DOE Contracting Officer (CO) to proceed. Written authorization can be in the form of email or letter issued by the CO.

3. Project-Wide
partner-specific
Go/No-Go 3
The Go/No-Go Decision will be based on completion of annual diligence checklist and associated materials. Approval to proceed can be granted on a per-utility teaming partner basis. The Recipient will not begin the next task until they have received written authorization from the DOE Contracting Officer (CO). Written authorization can be in the form of email or letter issued by the CO.

4. Project-Wide
partner-specific
Go/No-Go 4
The Go/No-Go Decision will be based on completion of annual diligence checklist and associated materials. Approval to proceed can be granted on a per-utility teaming partner basis. The Recipient will not begin the next task until they have received written authorization from the DOE Contracting Officer (CO) to proceed. Written authorization can be in the form of email or letter issued by the CO.

End of Project Goal: As discussed above, each utility teaming partner has project implementation plans and diligence checklist that will be subject to approval during Task 2 that define their desired end goal. For example, East River will implement 70,000 smart switches, Western Farmers will deploy smart grid upgrades in the Chickasaw Nation Territory, the Navajo Tribal Utility Authority will implement wireless line sensors, grid visibility, and other resiliency upgrades across the Navajo Nation. The end of project goal is completion of tasks identified in the project implementation plan for each utility teaming partner (the overall deployment goals are described in the Deployment Summary Table of this application).

Beneficial Electrification League Team Qualifications, Experience and Capabilities: For this concept, the Beneficial Electrification League (BEL) has brought together an exceptionally capable team well qualified to deploy smart grid technology across the country. Project partners include generation and transmission electric utility cooperatives, community-based municipal utilities, local electric distribution cooperatives, a municipal energy agency, and a Tribal utility authority, who all as a matter of course install and maintain the nation’s power grid locally on a day-to-day basis. BEL began as a joint project of electric utilities in coordination with the National Rural Electric Cooperative Association (NRECA) and the American Public Power Association (APPA). BEL President Keith Dennis, who was at NRECA for ten years, and BEL COO Alex Hofmann, who was at APPA for thirteen years, have expanded and strengthened the relationships with the co-op and municipal partners, many of whom are BEL sponsors.

The Beneficial Electrification League (BEL) will manage the high-level administrative portion of the project and provide strategic oversight. The BEL team is comprised of industry experts with decades of direct experience facilitating large stakeholder, multi-year, multimillion-dollar U.S.

Department of Energy projects. Three team members – Keith Dennis, Alex Hofmann, and Debra Roepke – led DOE-funded projects at NRECA and APPA (see list below) working directly with utility stakeholders. The team has a proven record of ensuring on-time, in-budget delivery of program objectives. BEL will convene stakeholders to leverage outside funding and resources and coordinate communications and input across the national electric utility community. This process is familiar to BEL staff who have devoted their careers to advancing complex technical energy projects in collaboration with electric utilities and the federal government.

As detailed below, the BEL team has demonstrated the ability to manage and carry out tasks of similar risk and complexity. Keith Dennis is an alumnus of the Department of Energy, where he led the policy, guidance, and communications of the $3.2 Billion ARRA-funded Energy Efficiency and Renewable Energy Block Grant Program prior to serving a detail at the White House Council for Environmental Quality, where he assisted in developing multi-billion-dollar renewable energy and greenhouse gas reduction initiatives. Both Dennis and Deb Roepke, during their tenure at NRECA, the trade association for 900 electric cooperative utilities, shepherded two groundbreaking multimillion-dollar, multi-year DOE programs on behalf of the nation’s electric cooperatives, including projects in partnership with several of the partners included in this project concept.

While at APPA, alongside managing $12.5 million in cooperative agreements with multiple agencies, Alex Hofmann developed the Light Up Navajo project, a nationally recognized collaborative project to electrify one of America’s last remaining communities without access to electricity. This project was conducted in partnership with the Navajo Tribal Utility Authority (NTUA), a partner in this concept paper.

The entire BEL team has worked to advance energy projects within a community of electric cooperatives and municipalities through grants from the federal government and foundations and from direct sponsorship of electric sector stakeholders, including most partners on this project. For example, every member of BEL’s staff leadership team participated in the 2013 Department of Energy Smart Grid Investment Grant program, coordinating the work of electric sector utility partners to make that program a success.

BEL’s staff’s team member experience includes, but is not limited to, the following projects of similar scope and complexity to this project:
• NRECA & DOE Smart Grid Demonstration Project DOE – National Energy Technology Lab (DE-OE0000222)
• Programmatic Collaboration and Coordination with Public Power Utilities (OE) DOE – DOE National Energy Technology Lab 4/19/2022 DE-OE0000928 • Programmatic Collaboration and Coordination with Public Power Utilities (CR) DOE – DOE National Energy Technology Lab 9/13/2021 DE-CR0000012 • Integrating State Energy Assurance and Federal Energy Emergency Response Initiatives with Local Energy Emergency Response DOE – DOE National Energy Technology Lab 11/29/2021 DE-OE0000757
• Energy Storage Accessibility for Public Power Utilities DOE – National Energy Technology Lab 8/19/2021 DE-FE0032026
• Develop and Deploy Cybersecurity Defense for Public Power DOE – National Energy Technology Lab 1/15/2021 DE-CR0000007
• Improving the Cyber and Physical Security Posture of the Electric Sector DOE – National Energy Technology Lab 5/21/2020 DE-OE0000811
• Solar Utility Network Deployment Acceleration DOE – Energy Efficiency & Renewable Energy DOE-EE0006333
• BEL Clean School Bus Outreach EPA Region 5 – Electric Buses 00E03233 (ongoing) • APPA - Cooperative Agreement Programmatic Collaboration and Coordination with Public Power Utilities (under cooperative agreement DE-OE0000928) (ongoing)

Beneficial Electrification League Staff Role and Commitment (see resumes for more detail):

Alex Hofmann, Chief Strategy and Operations Officer, will serve as the principal investigator for the project, including management, and compliance oversight. (90% time commitment) Keith Dennis, President of the Beneficial Electrification League, will provide leadership and strategic guidance. (50% time commitment).

Debra Roepke, Senior Advisor, will oversee project deliverables, and serve as liaison to the project leads. (50% time commitment).

Tracy Warren, External Affairs Director, will provide communications, external engagement, and general project support. (50% time commitment).

Capacity of project partners to plan and deploy smart grid components, including access to facilities and equipment: The projects proposed in this concept paper will be carried out by the participating utilities who have worked with BEL staff extensively for over a decade. BEL will act as a program manager and administrator, serving as a liaison and ensuring participants have the resources and support that they need to fulfill the program objectives. BEL will disseminate lessons extracted from these projects to the broader community of not-for-profit utilities.

The electric utility partners in this project own and operate a staggering amount of grid assets providing consumers with 24/7 reliable electric power across 15 US states. These assets range from transmission poles and wires, linemen, billing and financing departments, substations, bucket trucks, SCADA systems, hardware, software, and everything else it takes to operate utilities through all seasons and all types of weather conditions. BEL’s utility partners will be responsible for all facets of the smart grid deployment. All utility partners have experience deploying smart grid technologies—from AMI meters and advanced SCADA systems to smart feeders and distributed energy management systems—to improve the efficiency, reliability, and flexibility of the grid. (More details can be found in the project descriptions above.)

Below is a representative sample of project partners and their capabilities, from equipment and facilities to the skilled workforce key to the success of this project:

East River Electric Cooperative’s (East River) 24 distribution system members provide power to 130,000 homes, businesses, and farms in South Dakota and western Minnesota. East River members serve twelve counties with disadvantaged communities, including five counties where Native American residents comprise 35 to 84 percent of the population.

Anza Electric Cooperative (AEC) serves 10,000 people, including three federally recognized Tribes, in an unincorporated area of western Riverside County in California. With 550 square miles of service territory and over 750 miles of energized line, AEC has approximately 5,200 electric meters. AEC also provides high-speed internet service via a 100% fiber optic network to its entire service territory. Anza has an existing solar projects, and a battery energy storage system (BESS) that benefits the local Santa Rosa Tribe and LMI members.

Town of Stowe Electric Department (SED) is a municipal utility in Lamoille County, Vermont, with approximately 4,200 meters. SED owns a 1MW solar facility and is developing a run-of- river hydroelectric facility. SED maintains three 12.47kV substations, six feeder circuits, eleven public charging stations, and a ‘smart grid system’ comprised of AMI, MDM, and CSI. SED maintains 8 miles of subtransmission and 120 miles of distribution lines.

Western Farmers Electric Cooperative (WFEC), based in Oklahoma, is a G&T whose 21 distribution members provide power for more than 550,000 consumers in Oklahoma, New Mexico, Texas, and Kansas. WFEC owns and operates a diverse power generation fleet and has power purchase agreements for wind, solar, natural gas, and hydroelectric generation, including approximately 956 MW of wind energy capacity from 14 sites and 53 MW of solar from 21 sites. The G&T owns, operates, and maintains 3,839 miles of transmission lines in addition to more than 330 substations and switch stations.

Prior collaboration with BEL team members include: BEL Beneficial Electrification Project Grants (Hoosier Energy), Light Up Navajo: (National Tribal Utility Association), NRECA Smart Grid Demonstration Project (Great River Energy), NRECA SUNDA (Great River Energy, Dairyland, Anza EC), NRECA ACCESS (Anza EC), Statewide beneficial electrification meetings in Indiana, Illinois, Minnesota, Wisconsin, Arizona, New Mexico.

Resumes for key personnel of BEL and the 16 subrecipient organizations are included as an attachment to this application.

Community Benefits Plan
From project conception, the Beneficial Electrification League and the CO-GRIP team have focused this program on surpassing the Federal Environmental Justice 40 (EJ40) goals, delivering meaningful and measurable benefits to local disadvantaged communities, executing our diversity, equity, and inclusion plan, and providing access to funding that would otherwise be difficult for rural and small communities to access. • We have ensured that the project will exceed EJ40 goals and impact disadvantaged Black, Indigenous, and people of color (BIPOC) communities by allocating more than half of the funds to recipients whose projects are entirely within areas designated as disadvantaged by the White House Climate and Economic Justice Screening Tool. • At least 42% of the total funding is allocated to projects in EJ40 communities where funds will directly benefit Tribes, including the Navajo and Chickasaw Nations. • The remaining funding will support the broad deployment of smart grid technology in small, rural communities in Kansas, the Northeast, and large parts of South Dakota, Minnesota, Indiana, and Wisconsin. Many communities within the broad territorial scope of these projects are considered disadvantaged by the White House Climate and Economic Justice Screening Tool but are spread out over entire states and cities with benefits targeted towards disadvantaged communities.

Since applying for and managing a federal grant requires resources outside the expertise and limited budget of smaller not-for-profit utilities, aggregating these projects for utilities will broaden access to smart grid investments for many small, rural communities, including many disadvantaged communities, that would otherwise miss out on the significant benefits of grid modernization.

The BEL team is deeply committed to achieving the community-level benefits sought by the Department of Energy through smart grid deployment. The sub-recipients have engaged with community organizations, labor organizations, Tribal leaders, business leaders, academia, workforce training groups, and regional electric sector stakeholders in developing this proposal and securing commitments. (These commitments are included as part of our letter package and referenced in the table below.) As a part of the project development, even at this application stage, the CO-GRIP participants have engaged with community stakeholders to solicit meaningful input on the projects and how the benefits will flow to the community, with a focus on disadvantaged communities. As part of the community benefits plan, all project participants will continue to solicit input from community members at regular intervals, and the team will make these engagement efforts public throughout the process. The input response has been overwhelming. As outlined below, we have secured memorandums of understanding and commitments from more than 70 organizations, including MOUs and letters from the International Brotherhood of Electrical Workers Local 459, Local 104, Local 300, Utility Workers Union of America, and AFL-CIO Local 379. We also have letters of commitment from the Chickasaw and Navajo Tribal Nations (attached to our application in our partner letters).

As our project spans fifteen states, with sixteen sub-recipients collectively representing (and owned by) more than a hundred community organizations, the reach of our community engagement cannot fully be documented in this application due to space constraints. We are including ten representative commitment letters in our letter package, per the page limit, but we received over 60 more and engaged and achieved buy-in from more community members and organizations than we could or needed to document for this effort.

One message came through clearly as BEL and its partners engaged with dozens of organizations and community leaders: the communities that will benefit from these investments are fully committed to seeing these projects through, confident that improvements to the grid and the energy workforce will spur the private investments that smart grid investments enable.

Below is the summary of labor and community organizations that have sent letters of commitment, memoranda of understanding or support letters, in addition to the 16 sub- recipients' letters committing to the community benefits plan. This list is representative of the high level of buy-in, commitment, and support and is a clear demonstration that the success of our partners is the success of their communities, which is the shared success of DOE, BIL, and the country.
• Tribal Organization Commitments –
o Navajo Nation via Navajo Tribal Utility Authority
o Chickasaw Nation via Chickasaw Tribal Utility Authority

• Union Labor Agreements/MOUs/Commitments –
o International Brotherhood of Electrical Workers (IBEW) Local 459 Memorandum of Understanding to Maximize Community Benefits of Bipartisan Infrastructure Law with Jamestown Board of Public Utilities (JBPU),
o IBEW Local 104 joint commitment with the Northeast Public Power Association, Littleton Electric Light and Water Departments, Littleton Board of Light and Water Commissioners, and the Town of Littleton via the Littleton Planning Board o IBEW Local 300 joint commitment with HireAbility Vermont, Lamoille County Economic Corporation, Lamoille County Planning Commission, the Town of Stowe Electric Department, and the Town of Stowe
o Utility Workers Union of America, AFL-CIO Local 379 joint commitment with Braintree Electric Light Department

• Workforce and Community Development
o Memorandum of Understanding between the University of St. Thomas Center for Microgrid Research, Connexus Energy, National Sports Center, and City of Blaine o Commitment for Workforce Training with Kansas Municipal Utilities by City of Winfield, City of Greensburg, Clay Center Public Utility Commission, and Kansas Power Pool o Individual organizational commitments from over a dozen educational institutions to engage in and support the project’s community benefits plan, including Centerville School Corporation, Nettle Creek School Corporation, Western Wayne Schools, Eastern Hancock County Schools, Randolf Eastern School Corporation, South Henry School Corporation, Northeastern Wayne School Corporation, and Marietta Public Schools

• Community Organizations
o Joint commitment from Dakota Resources, Sioux Metro Growth Alliance, Horizon Health Care, Southeast Enterprise Facilities Project, and Madison Lake Area Improvement Project o Joint commitment from Seniors First and The ARC
o Individual organizational commitments from Ronald McDonald House Corp./Southern California; Anza Community Broadcasting; Anza Community Building, Corp., Pierce County Economic Development Corporation, Love County EMS, Love County Sheriff’s Office; Thackerville H.S., Southern Tech, Love County Fire Department, Thackerville Water, Love County 911, City of Marietta, Roberton’s Hams, Love County Chamber of Commerce, and over 20 local community-owned electric cooperatives.

The Need: Grid modernization is critical to rural and small-town economic development. Safe, reliable, and affordable electricity remains a cornerstone of economic development. An antiquated electric system subject to frequent and/or extended outages will act as a barrier to economic growth. The increasing severity of weather events exacerbates this challenge. At the same time, customer expectations for their electric providers are changing. Rural communities and small towns need to be able to meet changing demands and expectations to attract and retain businesses. Investment in a strong, reliable electricity backbone with sufficient capacity is an investment in economic development. Moreover, the implementation of every one of these

projects will increase the amount of high-quality clean energy jobs, job pipelines, and job training for individuals.

The not-for-profit utility model imposes limitations. Financing technology investments differs for not-for-profit cooperatives and municipal utilities. For example, when Anza Electric Cooperative analyzed options to address the growing number of wildfire-related outages, the co-op found the optimal solution, new transmission, would have imposed a financial burden beyond the ability of its members, including three Tribes, to bear. o Increasing capacity can help meet growing and changing demands and mitigate the impacts of increasing severe weather events. Six of the CO-GRIP project investments increase system capacity by improving system efficiency, enabling renewable and storage options, or increasing end-use flexibility. With the prospect (and benefits) of electrification, increasing capacity ensures the system can reliably support that growth and deliver the accompanying economic benefits.
o Power outages disproportionately affect disadvantaged communities and their low- and moderate-income (LMI) households. People dependent on electric medical devices, the people most vulnerable to outage impacts, are more likely to live in LMI households.

Furthermore, the financial hit and health risks of sustained outages are greater for LMI communities. Increasing reliability and energy resilience will address this inequity. The projects will improve reliability in territories highlighted as disadvantaged using the Climate and Economic Justice Screening Tool, directly contributing to EJ40 goals. All but one of the CO-GRIP projects directly benefit disadvantaged communities, as defined by income. o Rural communities and small towns are at risk of being left behind in the energy transition and, as a result, missing out on the advantages, including decreased environmental burdens and exposure, as well as the ability to deploy energy resilience options such as microgrids and energy storage. All of the CO-GRIP projects lay the groundwork for increased parity in clean energy technology access and adoption by deploying technologies (DERMS and SCADA) and other applications to enable the addition of both utility-scale renewables and behind-the-meter resources. The communities, including the disadvantaged communities, that will be upgraded in this project simply cannot properly integrate and adopt clean energy technology with the outdated equipment they have now – this investment is a requisite to further clean energy technology access and adoption. o Deploying AMI meters and related automation helps keep the cost of electric service low by improving system efficiency (reduced truck rolls, remote meter reading, vehicle fleet reduction). In rural areas, these savings are significant, helping to reduce the energy burden for low- and moderate-income consumers. These technologies also lay the foundation for an array of programs, such as time-of-use rates and residential demand response, that can give consumers more control over their bill.

Vision: The Beneficial Electrification League (BEL)’s vision starts with our mission: to promote electrification that will improve the quality of life for electric consumers by reducing costs over time and benefit the environment while fostering a strong, robust electric grid. We believe this approach, which prioritizes consumer benefits, will be sustainable over the long term. The projects that comprise CO-GRIP reflect this vision. Collaboration with the communities served by our utility partners will be key to the projects’ success.

BEL and its utility partners affirm their care and commitment to welcome all communities, community leaders, local stakeholders, and electric consumers into every project. We are committed to facilitating two-way conversations with all stakeholders to ensure public support.

BEL has implemented a board-approved diversity, equity, and inclusion policy that drives our work and informs our approach to the Community Benefits Plan1. A cornerstone of BEL’s DEI policy is that “everyone has a responsibility for contributing to a culture which supports and values diversity and inclusion.” Consistent with BEL’s priority on equity in the energy transition, BEL has developed national programs to benefit low-income and disadvantaged consumers, reduce emissions, and improve the efficiency of the grid. For example, BEL’s Weatherization/Electrification Together prepares communities and their electric providers to leverage federal funding to reduce the energy burden in rural, small, BIPOC, and low-income communities. BEL also built a network of more than 350 utilities to increase awareness of and participation in the Environmental Protection Agency’s Clean School Bus Program in rural and disadvantaged communities and continues to engage nationally in the effort to ensure a just and equitable energy transition for BIPOC and disadvantaged communities.

CO-GRIP's Community Benefits Plan: Assessment, Goals, and Outcomes: The deployment of smart grid technology has enormous potential to benefit the local economy in rural areas and small towns. Conversely, the inability to meet changing needs can stifle economic growth. Local stakeholders understand local circumstances and set forth a vision for the community. They can collaborate to evolve an energy grid that meets the community’s needs by facilitating two-way conversations between utility providers and community leaders.

In the table below (“CO-GRIP Smart Grid Community Benefits Plan: Assessment and Goals”), we identify the communities served by each project, their needs, the goal of each project, and the expected outcome.

Implementation: BEL will work with utility partners to develop their own Community Benefits Plans, including SMART goals, and will convene partners annually to assess progress on their SMART goals and share successful practices.

1 https://be-league.org/wp-content/uploads/2023/03/BEL-DEI-Policy-Final-031522.pdf BEL’s SMART Goals for CO-GRIP Community Benefits Plan
Phase 1

1. BEL will create an advisory committee bringing together national stakeholder organizations with an interest in rural and economic development focused on disadvantaged communities and grid modernization. This committee will assist in establishing appropriate metrics for assessing the community benefits of improved reliability and resilience and enabling the integration of renewable energy and load management. BEL will draw on the growing network of stakeholders participating in BEL’s statewide electrification meetings for this committee.

2. As partners develop project plans, BEL will convene all utility partners for a multi-stakeholder meeting, which will include sessions on community engagement and workforce development plans.

3. BEL will work with each utility partner to develop a plan for initiating collaboration and input- gathering sessions with local stakeholders, soliciting feedback, responding to the feedback (which may require withdrawing from the project), and maintaining regular communication. The plan will include a list of stakeholders, a description of the communication channels, a timeline for communication, and a protocol for responding to feedback.

4. BEL will work with each utility partner and with national partners to create labor and workforce development plans that include a plan for training, a plan for publicizing contracting opportunities that can support DEI goals, and maps of new career paths for employees as a result of these projects.

Phase 2

1. BEL will convene the rural economic development and grid modernization advisory committee to review the plans and assist with evaluation.

2. BEL will convene all utility partners for a multi-stakeholder meeting that will include sessions on strategies for community engagement and workforce development. Partners will share challenges, innovative solutions, and how they are using the technology.

3. Using the metrics identified in Phase 1, BEL will conduct an assessment of projects and community and workforce impacts.

Phase 3

1. BEL will convene the rural economic development and grid modernization advisory committee to conduct an evaluation with recommendations.

2. BEL will convene all utility partners for a multi-stakeholder meeting that will include sessions on community engagement and workforce development plans.

CO-GRIP Smart Grid Community Benefits Plan: Assessment and Goals Sub-recipient Community Engagement
and DEIA Plan
Engagement with Labor/Investing in
America’s Workforce Assessment
Anza Electric
Cooperative (AEC)

Documentation:
3 community
letters
Community benefit goals: (1) Reduce the risk of outages caused by wildfires and (2) enable better incentives and integration of behind-the-meter resources. Project description: Reduce the frequency and duration of outages by improving fault detection and increasing the resilience of a system that relies on a single feeder off a Southern California Edison substation.

Community engagement:

AEC will build on its
relationship with the three
Tribes and community
stakeholders
AEC’s record on DEIA: The
co-op knows which
members depend on
electric medical devices
and ensures their safety
during outages. The co-op
operates a cooling and
heating center for all
consumers in the event of
outages. Anza supports
LMI consumer members
with free energy audits.

Labor engagement: AEC will partner
on the project with Wasatch Electric,
which has an affiliation with IBEW.2
Wasatch Electric will use local bids.

Workforce development: AEC will
hire locally and provide training for
staff on the CO-GRIP project. AEC’s
launched energy efficiency training,
providing staff with a new avenue for
upward mobility. AEC partnered with
Grid Alternatives and the Santa Rosa
Band of Cahuilla Indians to provide job
training when the co-op deployed a
community solar array. Anza has
training partnerships to ensure the
safety of the workforce.

Need: Anza has
experienced crippling
outages resulting from
wildfires. Anza wants
to incentivize behind-
the-meter resources to
help meet growing
demand. Anza has 3
federally recognized
Tribal entities in its
service territory. The
entirety of the project
takes place in territory
highlighted as
disadvantaged in the
Climate and Economic
Justice Screening Tool
– all the funding will
contribute to EJ40
goals.

Navajo Tribal
Utility Association
(NTUA)
Community benefit goal: Improve reliability and shorten outages in this vast, extremely rural territory serving the Navajo Tribe. Project description: Smart grid distribution automation (SCADA integration, fault detection, smart feeder switching).

Community engagement
NTUA has a legally
enforceable agreement
with the Navajo Nation
and a publicly stated goal
to enhance customer
service by incorporating
respect, equality, and
accountability into its
performance system.

NTUA is a tribally owned
utility that has worked to
benefit the Navajo people
Labor engagement
NTUA invests in local labor in
accordance with the Navajo
Preference Employment Act and also
Navajo Business Opportunity Act
3, and
also through Light Up Navajo, a
humanitarian mutual aid project)
extends service to Navajo homes
without electricity. Portions of the
Navajo Tribal Lands do not yet have
electric service. The line workers who
travel to NTUA territory connecting
native homes to the grid are also
Need
Without automation,
restoring power on this
vast system takes a
long time, resulting in
long-duration outages.

The project is centered
in and exclusively
benefits the Navajo
Nation. The entirety of
the project takes place
in territory highlighted

2 Affiliations :: Wasatch Electric
3 https://onlr.navajo-
nsn.gov/Portals/0/Files/NPEA%20Booklet%2002.03.2022.pdf?ver=IcJsPolq3UpE7c67R6ik0w%3d%3d https://www.nnols.org/wp-content/uploads/2021/02/CJA_07_05.pdf

extensively to help,
including to bring
electricity for the first time
to community members
through the Light Up
Navajo program,
spearheaded by members
of the NTUA and BEL team.
providing training and other
workforce benefits. This spirit will
continue through this project’s
investment in the NTUA community.
as disadvantaged in
the Climate and
Economic Justice
Screening Tool; all of
the funding for this
project will contribute
to EJ40 goals.

Connexus Energy

Documentation
MOU w/ 3
organizations
Community benefits goal: (1) Increase system reliability in a community with LMI consumers living in mobile homes and (2) create equitable access to AMI-enabled cost-saving programs.

Project description: Upgrade outdated backlot overhead distribution grid to underground and smart grid to reduce the frequency of outages and integrate and participate in DERS and grid- edge technology.

Community engagement:

This project will improve
reliability and modernize
the distribution system for
a disadvantaged
community whose
outdated infrastructure
prohibits customers from
participating in almost
every facet of the energy
transition (e.g., time-of-
use rates, on-site solar or
storage, electric vehicle
rates). Improving reliability
during extreme heat
reduces health risks.
• The Connexus Energy
Foundation supports
organizations across
the service area
striving to make a
positive difference.

Labor engagement:

Connexus has an ongoing relationship
with its labor union, the International
Brotherhood of Electrical Workers
Local 160.

Workforce development: Connexus
will provide workforce training to
implement the smart grid project
through its own training program and
a trade ally program.
• Connexus administers training
and has a trade ally program and
partnerships with local schools,
such as the University of St.

Thomas Engineering School.
• Connexus jobs are among the
best in the local economy;
average employee tenure is 15
years, above the national
average.

Need
Antiquated above-
ground infrastructure
is leading to a
disproportionate
number of outages in
an underserved
community.

The entirety of the
project takes place in
territory highlighted as
disadvantaged in the
Climate and Economic
Justice Screening Tool;
all the funding for this
project will contribute
to EJ40 goals.

East River Electric
Power
Cooperative, Inc.
(East River)

Documentation:
5 community
letters
Community benefit goals: East River will improve power efficiency and reliability for a vast swath of South Dakota, including disadvantaged communities where LMI households are at risk during winter outages. These areas will see significant benefits from this project in terms of stable
energy costs, greater grid flexibility, and resiliency with the deployment of tens of thousands of demand response smart grid technologies.

Project description: Replace approximately 70,000 powerline carrier receivers and implement a Distributed Energy Resource Management System (DERMS).

Community engagement
Through this project, East
River Electric will partner
with distribution co-ops
that are committed to
engaging extensively in
Labor engagement
East River distribution co-op members
are actively engaged with IBEW local
426 including several local divisions.4
Workforce development
Need
Technology
investments to
improve the efficiency
of the system and
enable cost-savings for

4 ibew-426-history-book-web.pdf (unionhistories.com)
their communities to
refresh demand response
programs and educate
consumers about tools for
reducing costs and other
benefits of the energy
transition. This
engagement will unlock
the value of the DERMS
they are deploying.
• East River partnered
with a local Tribe to
apply for electric
school buses through
the EPA’s Clean Bus
Program.

East River will partner with member
distribution co-ops to provide training
for the smart grid deployment. East
River and the electric cooperatives in
South Dakota provide some of the
best and highest-paying jobs in the
community for a highly skilled
workforce. East River is committed to
training and maintaining a workforce
to deploy and maintain smart grid
infrastructure.

Record on workforce development
• The Rural Electric Economic
Development (REED) Fund
supported a multimillion-dollar
workforce housing development
financing partnership.
• East River partnered with Dakota
State University on beneficial
electrification research.

the end-use consumer.

In very rural areas,
outages during
extreme cold weather
events pose a health
risk.

East River Electric
members serve 12
counties identified as
disadvantaged. In five
of these counties,
Native Americans make
up more than 35
percent of the
population. In seven
counties, poverty
contributes to higher
rates of heart disease.

A significant portion of
funding for this project
will contribute to EJ40
goals.

Jamestown Board
of Public Utilities
(JBPU)
Documentation:

IBEW Local 459
letter
Community benefits goal: JBPU’s smart grid project supports economic development in a depressed downtown area by improving reliability for communities in the 97th and 98th percentile of low-income communities. Project description: Enhance AMI system and implement fault detection and smart feeder switching to improve reliability and lay the foundation for microgrids.

Community engagement
As the public entity service
power, water, and waste
to the city, JBPU to is
committed to the CO-GRIP
DEIA plan and is actively
engaging its community in
its efforts to improve the
resilience of the
downtown in a city that
has been economically
depressed and overlooked
for infrastructure
investment needed to
meet an equitable energy
transition.

Labor engagement
JBPU has strong labor support with
enforceable labor agreements with
the IBEW Local 106 and Local 459, and
the Teamsters 264.5JBPU will engage
on this project with the NY Association
of Public Power and the local
community college.

Workforce development
JBPU is invested in developing a
workforce that can support advanced
energy systems into the future.
• In 2022, JBPU was the first-place
finalist in the Western New York
Healthiest Employer contest and
has placed in the top 100 in the
national challenge each of the last
three years in its efforts to
improve the overall health of the
workforce.

Need: The city’s ability
to carry out essential
services is hampered
by unreliable power.

The City of Jamestown
is designated as a
Disadvantaged
Community using the
Climate & Economic
Justice Screening Tool
(CEJST) as defined in
the Justice40 Initiative,
including census tracts
in the 97th and 98th
percentile of low-
income communities -
over 28 percent of the
inhabitants of JBPU live
in poverty. All the
funding for this project

5 https://www.jamestownbpu.com/DocumentCenter/View/1711/Agreement-IBEW-Local-Union-106-PDF, https://www.jamestownbpu.com/DocumentCenter/View/1088/Agreement-IBEW-Local-Union-459-PDF, https://www.jamestownbpu.com/DocumentCenter/View/1360/Agreement -Teamsters-Local-Union-264-PDF will contribute to EJ40
goals.

Western Farmers
Electric
Cooperative
(WFEC)

Documentation
15 community
letters
Community benefit goal: WFEC’s smart grid investments will enable economic growth for local Tribes and specifically benefit Chickasaw co-op members by improving reliability for the Tribe’s casino and housing and allowing for growth. Investments will serve disadvantaged rural communities by reducing outages and helping contain costs over the long term. Project description: Wholesale deployment of smart grid technology at the feeder level, creating a four-fold increase of transmission capacity (from 69 kV to 138 kV) to improve resilience and reliability in an area where 97% of the county is Tribal land.

Community engagement
WFEC has and will
continue to work with
local stakeholders on this
project, including the
Chickasaw Nation and
the more than 15
community organization s
providing letters
committing to the C BP.

This project is essential to
achieving an equitable
energy transition for the
Native American
population in OK and the
surrounding disadvantaged
community. This project
specifically will open up
the potential for the local
disadvantaged community
to upgrade infrastructure
to a level necessary to
participate in the energy
transition by enabling a
system that can integrate
renewable resources and
attract additional
investment, which is not
possible with the current
state of infrastructure.

Labor engagement
WFEC will leverage this program to
provide employee and apprentice
training to deploy and maintain the
smart grid systems that will be
deployed as part of the larger $25M
project.

Workforce development
• Western Farmers Electric
Cooperative and its local
distribution cooperatives invest
heavily in the local workforce
through apprentice and
internship engineering
transmission programs.
• WFEC supports employee
education, paying for online
college credit and degree
programs related to power
plant operations and
transmission.

Need
Lack of transmission
capacity and poor
reliability is hampering
economic growth,
including additional
housing, for the
Chickasaw Tribe that
runs a casino. The
entirety of this project
falls in territory
highlighted as
disadvantaged in the
Climate and Economic
Justice Screening Tool,
and thus all of the
funding for this project
will contribute to EJ40
goals.

Kansas Power Pool

Documentation:
3 community
letters
Community benefit goal: Kansas Power Pool will work with up to six small cities to deploy advanced meters to improve efficiency, shorten outage times, improve billing, and lay a foundation for other improvements, including the retirement of antiquated backup generation. Project description: Aggregated deployment of AMI meters. Upgrading systems will open up new reliability options, including using data to help with load management and reduce the risk of overloaded transformers.

Community engagement
This project addresses a
disparity by enabling small
municipal utilities to access
federal funds for
investments in technology
Labor engagement
Municipal utilities provide
comparatively high-paying jobs in
small communities.

Workforce development
Lack of training has been a barrier to
technology deployment. Also,
Need: Small municipal
utilities with
antiquated systems are
relying on local
generation for
reliability.
deployments that will
bring long-term benefits.

KPP’s Strategic Plan
includes “equity-driven
resource expansion.”

attracting workers to these
communities is a challenge; recruiting
and training local employees is more
effective. KPP will partner with
Kansas Municipal Utilities, which has
workforce development programs, to
provide training.

Pierce Pepin
Electric
Cooperative
(PPCS), CHARGE
EV, Great River
Energy (GRE),
Hoosier Energy,
Dairyland Power
Cooperative (DPC)
combined efforts

Documentation:
13 community
letters
Community benefit goals: (1) PPCS’s investment in DERMS integration to enable grid-edge technology will create a template for other not-for-profit utilities, demonstrating costs and benefits. Grid-edge technologies are key to supporting resilience in an area powered by an aging nuclear facility. (2) PPCS and CHARGE EV, along with G&T partners, will accelerate the adoption of two-way charging and associated resilience and potential cost-savings across Indiana, Wisconsin and Minnesota.

Project description: (1) PPCS will deploy a new SCADA system, along with controllers and switches, fault detection, and relays to prepare for the integration of grid-edge technologies, including batteries and EVs. (2) CHARGE EV, administered by PPCS, will install two-way chargers for CHARGE EV members.

Community engagement
PPCS spearheaded the
creation of Charge EV, a
network of 94 electric
cooperatives seeking to
educate consumers on EVs
and support EV charging in
co-op territory. Together
this group will reach over
100 community-based
utilities to engage
consumers in grid-edge
technology.

Labor engagement
Employees at Great River Energy,
Hoosier Energy, and Dairyland Power
Cooperative are union employees;
many of their distribution co-op
members are also union workplaces.

Workforce engagement
Great River Energy, Hoosier Energy
and Dairyland Power Cooperative
provide training for their member
distribution co-ops.

Need
This project addresses
a disparity between
not-for-profit rural
utilities and investor-
owned utilities that can
finance expensive EV
make-ready programs
with a guaranteed rate
of return.

Braintree Electric
Light Department
(BELD)

Documentation:

Utility Workers
Union of America
Local 379;
2 community
letters
Community benefit goals: BELD’s deployment will help reduce the number and length of outages, keep costs affordable, allow increased & better integration of renewable energy systems, and increase efficiency. Project description: Smart grid deployment that will include a SCADA system and upgrades.

Community engagement
BELD is a founding
member of Energy New
England (ENE), an org.
dedicated to helping muni
electric utilities with power
procurement, residential
energy conservation
services, and consulting.

Labor engagement
BELD is a union workplace and has
strong support from IBEW Local 379.

Workforce development
BELD employees will receive training
and develop experience in advanced
technology and smart grid
deployment.

Need
Substation upgrade
and technology
deployment to prepare
for the expected
increase in EV load.

Littleton Electric
Light and Water
Department
(LELWD)

Documentation:

IBEW Local 104
letter;
Community benefit goals: Increase reliability and system capacity to reduce the risk from heat wave outages for an aging population and provide equitable access to smart -grid-enabled benefits such as EV charging. Project description: LELWD will deploy self-healing smart grid technology, adding sensors and replacing manual switches.

Community engagement:

LELWD will partner with
the Littleton Select Board,
Boxborough Select Board,
the Littleton Sustainability
Labor engagement
LELWD is a union workplace; this
project has strong support from IBEW
Local 104.

Workforce development
Need: A small
community along the I-
495 corridor, median
household income
levels are between
2 community
letters
Committee, Boxborough
Sustainability Committee,
Littleton Dept. of Elder and
Human Services, and the
Boxborough Council on
Aging. LELWD has a long-
standing relationship with
Boxborough, having
provided public power to
this community for close to
100 years.

A demographic shift has resulted in
the replacement of many experienced
line workers, who spent years building
the distribution system, by younger,
highly skilled workers without “much
of a stake in our distribution system
yet.” The scope of this investment will
greatly increase and develop
employee skills. LELWD will partner
with the
Northeast Public Power
Association on workforce training.
approx. $30k per year
for residents west of
the highway compared
to $135k per year on
the east side. The new
distribution circuit will
benefit the west-side
residents enabling DC
fast-charging on a key
stretch of I-495, a US
DOT approved alt. fuel
corridor.

Town of Stowe
Electric
Department

Documentation:

IBEW 300 letter;
4 community
letters

Community benefit goals: Increased resilience and reliability while maintaining affordability.

Project description: Replace failing AMI system, deploy a distributed energy management system.

Community engagement:

In 2016, SED
commissioned its first solar
generation facility and
other Lamoille County
municipalities later added
solar generation capacity.

This smart grid
infrastructure investment
will allow us to continue to
serve our community.

Labor engagement Stowe’s line
workers are union employees.

Workforce development
SED staff mentor students and
residents enrolled in workforce
development programs. This smart
grid investment will expand training
programs in our community and
implement our community benefit
plan. The federal investment will
create above-market paying jobs, spur
additional non-federal investment in
clean energy technology, and
strengthen university and municipal
workforce development programs.

Need: Stowe needs to
replace a failing AMI
system with a new
system to improve
efficiency, resilience,
and reliability and
enable integration of
flexible DERs and grid-
edge technology.

Changing demands on
the transmission
system and need for
more capacity are
driving up consumer
costs.

Roseville Electric
Department

Documentation:
2 community
letters

Community benefit goals: By enabling public transit fleet electrification, this project will benefit Roseville public transit users and bring environmental benefits of reduced emissions, heat, and noise.

Project description: Upgrade SCADA system to utilize smart grid technology, allowing load management and enabling DERs.

The City of Roseville is
partnering with Seniors
First and The Arc (Placer
County) on this project.

Labor engagement
The City of Roseville is a union
workplace; this project has strong
support from IBEW Local 1245
Workforce development: The City of
Roseville is committed to further
developing and implementing the
community benefits plan, creating
above-market paying jobs, seeking
and spurring additional non-federal
investment in clean energy technology
in the community, and fostering local
workforce development.

Need: Drought and
prolonged heat waves
strain the local
distribution grid. By
enabling public transit
fleet electrification,
this project will benefit
public transit users and
bring environmental
benefits of reduced
emissions, heat, and
noise.

NAVAJOTRIBALUTILITYAUTHORITY

ANENTERPRISEOFTHENAVAJONATION
March6,2023
U.S.DepartmentofEnergy,GridDeploymentOffice
OfficeofCleanEnergyDemonstrations
1000IndependenceAveSW
Washington,DC20585
RE:BipartisanInfrastructureLaw(BIL)-GridResilienceandInnovationPartnerships(GRIP) DE-FOA-0002740CommunityPartnershipDocumentationforBeneficialElectrification League’sCommunity-OwnedGridResilienceandInnovationProject(CO-GRIP) ToWhomItMayConcern,
ThisletterconfirmsthesupportandinvolvementofkeycommunitymembersoftheNavajoNation thatwillreceivebenefitsfromtheBipartisanInfrastructureLawaspartoftheCommunity-Owned GridResilienceandInnovationProject(CO-GRIP).TheNavajoTribalUtilityAuthority (NTUA)’smissionistoenhancethequalityoflifefortheNavajopeople.Withanunemployment rateof48.5%(9timesthenationalaverage)and38%oftheNavajopeoplelivingbelowthepoverty line,financingthecostofconstructingelectricserviceissecondarytomeetingtheirbasicneeds offood,medicine,andshelter.Thereareabout14,000homesintheNavajoNationthatcurrently donothaveelectricservice.Anyfundingthathelpsoffsetandlowercostsforsmartgird deploymentwillhelpalleviatetheextremeenergyburdenintheNavajoNation.

Weareexcitedtobeworkingasacommunitytomaximizethepositivebenefitsofthis infrastructureinvestment.Thesignatoriesofthisletterhaveanongoingrelationshipandare committedtoworkingtogetheronfederallyfundedinfrastructure.NTUAFollowstheNavajo PreferenceInEmploymentAct,whichstipulatesthatemploymentpreferenceandworkforce trainingwillbegiventoNavajomembersallowingNTUAtoimplementtheprojectandmakeuse ofthetechnologygoingforwardusingaNavajoworkforce,furtheringthedevelopmentand communitybenefitoftheNavajoNation,creatingabove-marketpayingjobs,andseekingand spurringadditionalnon-federalinvestmentincleanenergytechnologyinourcommunity,and fosteringlocalworkforcedevelopment.

Sincerely,
WalterW.Haase,P.E.

GeneralManager
HomeOffice:KAYENTATUBACITYSHIPROCKCHINLEFORTDEFIANCEDILCONCROWNPQINT P0.BOX170P.O.BOX37P0.BOX398P0BOX1749P0.BOX549P0.BOX587HC63BOX0P0.BOX1825 FT.DEFIANCE,AZ86504KAYENTA,AZ86033TUBACITY,AZ86045SHIPROCK,NM87420CHINLE,AZ86503FTDEFIANCE,AZ86504WINSLOW,AZ86047CROWNPOINT,NM87313 CALL800-528-5011OR928-729-5721FORALLOFFICES.
*Thisinstitutionisanequalopportunityproviderandemployer.

March 1st, 2023

U.S. Department of Energy, Grid Deployment Office
Office of Clean Energy Demonstrations
1000 Independence Ave SW
Washington, DC 20585

RE: Bipartisan Infrastructure Law (BIL) - Grid Resilience and Innovation Partnerships (GRIP) - DE-FOA- 0002740 Community Partnership Documentation for Beneficial Electrification League’s Community-Owned Grid Resilience and Innovation Project (CO-GRIP)

To Whom It May Concern,

This letter confirms the support and involvement of key community members of the town of Littleton, MA that will receive investment from the Bipartisan Infrastructure Law as part of the Community- Owned Grid Resilience and Innovation Project (CO-GRIP). Our community is tight-knit and will greatly benefit through this Federal smart grid infrastructure investment project. Littleton, Massachusetts was first settled in 1686 and was officially incorporated by the Massachusetts General Court in 1714.

Minutemen and Militia of Littleton fought at Concord and Battle Road on April 19, 1775.

We are excited to and committed to working as a community to maximize the positive benefits of this infrastructure investment. The signatories of this letter, such as our local union IBEW 104, have an ongoing relationship and are committed to working together on federally funded infrastructure projects.

There has been a significant amount of employee changeover of our highly skilled Lineworkers workforce, many of the experienced lineworkers who spent many years building our distribution system to what it is today have been replaced by younger highly skilled workers who do not have as much of a stake in our distribution system yet. The scope of this investment will greatly increase and develop their skills. Specifically, we will make use of the Northeast Public Power Association’s workforce training programs to implement the program and make use of the technology going forward. We are committed to further developing and implementing the community benefit plan, creating above-market paying jobs, investing in infrastructure to support development of workforce housing, seeking and spurring additional non-federal investment in clean energy technology in our community, and fostering local workforce development.

Sincerely,

Nick Lawler
General Manager
Littleton Electric Light and
Water Departments

Brian Piece
President
IBEW - Local 104

RJ Rooks
Lead Lineman
Littleton Electric Light and
Water Departments

Scott Larsen
Chair
Littleton Board of Light and
Water Commissioners
Mark Montanari
Chair
Littleton Planning Board

150 Potter Road
Braintree, MA 02184
BRO Providing Energy, Technology and Services

BRAINTREE ELECTRIC LIGHT DEPARTMENT
February 23, 2023
U.S. Department of Energy, Grid Deployment Office
Office of Clean Energy Demonstrations
1000 Independence Ave SW
Washington, DC 20585
U.W.U.A. A.F.L. - C.1.0.

LOCAL379
RE: Bipartisan Infrastructure Law (BIL) - Grid Resilience and Innovation Partnerships (GRIP) - DE-FOA-0002740 Community Partnership Documentation for Beneficial Electrification League's Community-Owned Grid Resilience and Innovation Project (CO-GRIP)
To Whom It May Concern:

This letter confirms the support and involvement of Braintree Electric Light Departments management and union employees that will receive investment from the Bipartisan Infrastructure Law as part of the Community-Owned Grid Resilience and Innovation Project (CO-GRIP). Our community is tight-knit and will greatly benefit through this Federal smart grid infrastructure investment project. Braintree has a significant history dating back to the birth of our nation, Braintree is the birthplace to Presidents John Adams, and John Quincy Adams, as well as statesman John Hancock and General Sylvanus Thayer. In addition, Thomas Watson, co-inventor of the telephone was the first general manager of the Braintree Electric Light Department founded in 1892.

The Town of Braintree, the Light Department and the union employees who work here pride themselves on the highly reliable electric service that the Town is provided with. The history of the Town includes a somewhat famous story of the time when the great Northeast Blackout occurred in 1965 and Braintree did not lose power because they had their own independent generating station separated from the regional transmission system.

We are excited and committed to working as a community to maximize the positive benefits of this infrastructure investment. The signatories of this letter have a strong relationship and are committed to working together on this federally funded infrastructure project. The Braintree Electric Light Department self performs all capital improvement projects with our own union workforce. This project will be performed that way as well. q��=-William G. Botti�
General Manager
Braintree Electric Light Dept
President
Utility Workers Union of America, AFL-CIO
Braintree Local 379

Memorandum of Understanding to Maximize Community Benefits of Bipartisan Infrastructure Law’s Smart Grid Investments through the Community-Owned Grid Resilience and Innovation Project Whereas the signatories are committed to maximizing the benefits of deploying high-impact, resilient smart grid infrastructure investments through our community to contribute to achieving and leveraging national economies of scale to spur investment in grid upgrades. Whereas the signatories are deeply invested in the success of the community served by Connexus Energy, including the disadvantaged communities described in the application and highlighted in the Climate and Economic Justice Screening tool near National Sports Center in Blaine, Minnesota. Now therefore, signatories enter this Memorandum of Understanding for their mutual benefit and agree, as referenced in DE-FOA-000274 BIL—Grid Resilience and Innovation Partnerships, to act as follows: 1. Employ to the degree possible good-paying Union jobs to conduct the federally funded resilient smart grid infrastructure investment projects. Connexus electric field workers are all members of the IBEW. 2. This federally funded resilient smart grid infrastructure investment is being applied to consumer premises that are classified in disadvantaged communities. This approach directly addresses diversity, equity, inclusion, and accessibility. 3. The proposed project will further develop our local workforces which we view as crucial to maintaining the resulting resilient energy infrastructure. 4. The City of Blaine and the National Sports Center are committed to developing clean energy resources including solar, a microgrid, and a community cooling center which have attracted state and private sector cofunded investment. 5. The impact of these projects, planned and implemented together will maximize benefits to all residents including those in our disadvantaged communities. Greg Ridderbusch President & CEO Connexus Energy Tim Sanders Mayor City of Blaine Todd Johnson Executive Director National Sports Center Mahmoud Kabalan, PhD, PE Assistant Professor of Electrical Engineering University of St. Thomas Center for Microgrid Research

March 7, 2023
U.S. Department of Energy, Grid Deployment Office

RE: BIL - GRIP - DE-FOA-0002740 Community Partnership Documentation for Beneficial Electrification League’s Community-Owned Grid Resilience and Innovation Project (CO- GRIP)

To Whom It May Concern,

This letter confirms the support and involvement of key community members of the small towns and cities that will receive investment from the Bipartisan Infrastructure Law as part of the Community-Owned Grid Resilience and Innovation Project (CO - GRIP). Our communities are tight-knit and will be greatly impacted by Federal smart grid infrastructure investment.

For example, on May 4, 2007, 95% of Greensburg was destroyed by an EF5 tornado. After a devastating event like this, the community members are amongst the more vulnerable in the country. This event completely changed the face of Greensburg, and 12 lives were lost. Although a great tragedy, Greensburg came together as a community to envision a future that is better, stronger, and greener.

We are excited to and committed to working together as a community to maximize the positive benefits of this infrastructure investment. The signatories of this letter have an ongoing relationship and are committed to working together on federally funded infrastructure projects.

We are small, remote, and rural communities. KPP Energy provides affordable and reliable electricity to 24 of these type of communities across Kansas and continues to focus on making the agency’s power supply as clean as possible. To that end, KPP terminated a power supply contract for 59 megawatts (MW) of coal-fired electricity at the end of calendar year 2022 that will in large part be replaced with wind energy and natural gas fired generation in the Southwest Power Pool integrated market.

Our line workers and technicians are typically only pulling a few meters per year for regular maintenance and this investment will greatly increase and develop their skills. Specifically, we will make use of Kansas Municipal Utilities (KMU) workforce training programs to implement the program and make use of the technology going forward, and we are committed to further developing and implementing the community benefit plan, creating above- market paying jobs, and seeking and spurring additional non- federal investment in clean energy technology in our community, and fostering local workforce development.

Sincerely,

Scott Glaves
Utilities Superintendent
Clay Center Public Utility
Commission
Stacy Barnes
City Administrator
City of Greensburg
Taggart Wall
City Manager
City of Winfield

March 11, 2023

U.S. Department of Energy, Grid Deployment Office
Office of Clean Energy Demonstrations
1000 Independence Ave SW
Washington, DC 20585

To Whom It May Concern,

This letter confirms the support and involvement of key community members of East River Electric Power Cooperative, Inc that will receive investment from the Bipartisan Infrastructure Law as part of the Community-Owned Grid Resilience and Innovation Project (CO-GRIP). Our community is tight-knit and will greatly benefit through this Federal smart grid infrastructure investment project.

We are excited to and committed to working as a community to maximize the positive benefits of this infrastructure investment. The signatories of this letter, such as the Lake Area Improvement Corporation, Dakota Resources, Sioux Metro Growth Alliance, Southeast Enterprise Facilitation Project and Horizon Health Care have an ongoing relationship and are committed to working together on federally funded infrastructure projects. This infrastructure and smart grid investment will directly benefit these communities in need by allowing stable energy costs, greater grid flexibility and resiliency.

Specifically, we are committed to further developing and implementing the community benefit plan, creating above-market paying jobs, and seeking and spurring additional non-federal investment in clean energy technology in our community, and fostering local workforce development.

Sincerely,

Brooke Rollag
Executive Director
Lake Area Improvement Corp.

Paula Jensen
VP of Program Development
Dakota Resources
Jesse Fonkert
President & CEO
Sioux Metro Growth Alliance

Heather Broehm
Enterprise Facilitator
SE Enterprise Fac. Project

Wade Erickson
Chief Executive Officer
Horizon Health Care, Inc.

To Whom It May Concern:

I am writing this letter to display a composite of a sample to the commitments that our Community Owned Grid Resilience and Innovation Project (CO-GRIP) partners have received in the efforts to engage and seek input from community members across the country. The Beneficial Electrification League has followed the Bipartisan Infrastructure Law since it was signed and began assembling this nationwide project prior to release of the Funding Opportunity Announcement. As described in our community benefits plan, we are deeply committed to delivering the benefits of the project to the local communities, especially BIPOC and disadvantaged communities, who have overwhelmed us with their support for DOE, BIL, our partners, and this project. We were not able to include all of the letters that we received due to space limitations, but we believe this sample will demonstrate the level of buy-in and support for this project. The letters are available upon request.

Thank you for your consideration of this project and for your service on this important topic.

Best,

Keith Dennis,
President, the Beneficial Electrification League

FINANCE USE ONLY:

Request Type Project Number: 400116 Entered into GL
Project Number Award Number: Entered into PPM
Project Name Project Creator:

Project Location
Project Description & Objectives
Justification for Additional Funding Request
(Existing Projects Only)
Additional Comments
Multi-funded project allocation
Operating Budget Impact(s)
City Council Goal
Project Status Construction
Start Date and End Date 07/01/2019 06/30/2024
Project Manager
Department
Does the project allow for overhead charges? Yes
Project Classification ELE Construction
Budget Document Classification Electric
Project Type (Flowchart available) Capital Project
Project Billing Non-Billable
FERC Code for Non-Capital Expenses Required ONLY for Electric Projects Primary Asset Type Required ONLY for Capital Projects
Form Completed by
Fiscal Year 2023
Project Expense or Expenditure Budget
Total
Fund FY2022-23 FY2023-24 FY2024-25 FY2025-26 FY2026-27 Project GL CCID for Budget Entry 6001 Electric 800,000$ 500,000$ -$ -$ -$ 1,300,000$ 6001.6587.84701.400116.00000.0000.00000 6001 Electric 100,000$ 100,000$ 200,000$ 6001.5080.84701.400116.00000.0000.00000 -$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
Total 900,000$ 600,000$ -$ -$ -$ 1,500,000$ There is no operating budget impact expected upon the completion of the project. 05810 Load Dispatching
Elec-Landscaping - 361 Structures Improvements - Electric Project Request and Adjustment Form
Revised November 23, 2021 (version 5)
Electric Dispatch Center
Emily Isaacs
Michael Rilje, Elec Preventative Data System Tech
ELE Electric Department
Existing Project
Expense Account
This project renovates the Electric Dispatch Center to meet dispatching needs in the near-term and long-term future, taking advantage of current technologies in dispatch centers. The project will encompass tenant improvement construction, dispatch consoles, and audio-visual equipment.

NA
NA
400116
2090 Hilltop Circle
Invest in well-planned
infrastructure and growth
6587 Capital Outlay - CIP Projects
5080 Internal Project Labor

Project Revenue Budget
Total
Fund FY2022-23 FY2023-24 FY2024-25 FY2025-26 FY2026-27 Project GL CCID for Budget Entry -$ -$ -$ -$ -$ -$ -$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
Total -$ -$ -$ -$ -$ -$ Revenue Budget for External Funding Source:

Fund to Collect External Revenue Award Amount -$
Revenue Account Award Amount
Award Type Grant Match Required
Payment Type CFDA Number (Federal Grants)
Award Start and End Date - Grant Award Number
Customer Number Revenue Type
Customer Name
Customer Contact
Customer Address 1
Customer Address 2
GL CCID for Budget Entry
>Unhide the rows below for additional revenue sources
as of XX/XX/XXXX
Revenue Account

COUNCIL COMMUNICATION
CC #:
2615
File #:
0800-03
Title:

Retail Electric Energy - Services Agreement
Contact:

Bill Chaplin 916-774-5605 [email protected]

Meeting Date: 4/5/2023
Item #: 6.15.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute a Retail Electric Energy Services Agreement with TSI Semiconductors Corporation.

BACKGROUND
For many years, the City of Roseville has worked closely with its large electric customers to design future infrastructure, pre-purchase power, plan maintenance outages, coordinate load shedding during system emergencies, and implement energy efficiency improvements. This work benefits individual customers, the electric utility, other electric customers, and the City.

From 2019-2022, the City entered into a similar Retail Electric Energy Services agreement, and amended agreement, with TSI Semiconductor America LLC (TSI). Similar to previous agreements, this Agreement, among other items, provides TSI with a discount on certain electricity rates.

The purpose of this Agreement is to provide a discount to TSI on certain energy charges. The Agreement will help stabilize the utility’s future revenues, reduce the risk of needing to raise rates on other customers, and continues an important partnership with a large electric customer. The key obligations of the Agreement between the City and TSI include:

Customer agrees to:

Receive electricity only from the City;
Provide load forecasts to the City;
Coordinate future energy efficiency projects with the City; Participate in peak load reduction programs with the City; and Partner with the City to reduce energy demand during grid emergencies.

City agrees to:

Provide a 5% discount on the customer’s energy charges and on the energy cost surcharge for billing cycles with electric peak demands of six megawatts or greater and load factors greater than 90%, from April 6, 2023 to September 30, 2023.

The Agreement will provide significant value to the City and other electric customers. A portion of TSI’s existing energy rate pays to maintain and operate the City’s electric distribution system.

Roseville Electric Utility estimates that TSI currently provides over $2 million in annual contributions to help maintain and operate the City’s electrical distribution system and pay the electric utility's debt service.

FISCAL IMPACT
The fiscal impact of the agreement will result in an estimated revenue reduction to the Electric Fund of $90,000 in FY2022-23 and $121,000 in FY2023-24. There is no fiscal impact to the General Fund.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world Goal E - Deliver exceptional city services

Respectfully Submitted,
Bill Chaplin, Senior Energy Services Account Representative Dan Beans, Electric Utility Director

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-105
Retail Electric Services Agreement

RESOLUTION NO. 23-105

APPROVING A RETAIL ELECTRIC ENERGY SERVICES AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND THE TSI SEMICONDUCTORS

CORPORATION, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON

BEHALF OF THE CITY OF ROSEVILLE

WHEREAS, a Retail Electric Energy Services Agreement, by and between the City of Roseville and the TSI Semiconductors Corporation, has been reviewed by the City Council; and

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said Retail Electric Energy Services Agreement is hereby approved and the City Manager is authorized to execute it on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this day of , 2023, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR

ATTEST:

City Clerk

COUNCIL COMMUNICATION
CC #:
2629
File #:
0206-03-01 & 0400-04-15
Title:

Resolutions of Intention to Form Amoruso Ranch Community Facilities Districts and Resolution of Intention to Annex into Community Facilities District No. 3 (Municipal Services)
Contact:

Jeannine Thrash 916-774-5473 [email protected]
Dennis Kauffman 916-774-5313 [email protected]

Meeting Date: 4/5/2023
Item #: 6.16.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt the following resolutions and set a meeting date of May 17, 2023, at 6 p.m., in the Roseville Civic Center, Council Chambers at 311 Vernon Street, Roseville, California, as the time and place to conduct a public hearing:

A Resolution of Intention of the City Council of the City of Roseville to Form a Community Facilities District, Designate an Improvement Area Therein, Establish a Future Annexation Area, Provide for Additional Future Improvement Areas Therein, and to Authorize the Levy of a Special Tax Therein to Finance Public Facilities and Public Services in and for Such Community Facilities District
A Resolution of the City Council of the City of Roseville of Intention to Incur Bonded Indebtedness to Finance the Acquisition and Construction of Certain Public Facilities in and for the City of Roseville Amoruso Ranch Community Facilities District No. 1 (Public Facilities) and Improvement Areas Therein
A Resolution of Intention to Form Amoruso Ranch Community Facilities District No. 2 (Public Services)
A Resolution of Intention to Annex Territory to Community Facilities District and to Authorize the Levy of Special Taxes Therein, City of Roseville Community Facilities District No. 3 (Municipal Services), Annexation No. 28 (Amoruso Ranch)

BACKGROUND
Brookfield Properties, the landowner proposed to be included in the public infrastructure district, has requested the City form a Community Facilities District (CFD) under the Mello-Roos Community Facilities Act of 1982 to provide funding for certain authorized public facilities within the property, as detailed in the List of Authorized Facilities and Services (for Amoruso Ranch CFD No. 1, Public Facilities). The objective of establishing a CFD is to create a land-secured funding mechanism to be used to fund acquisition and construction of authorized facilities of the CFD. The initial boundary for CFD 1 would be only around Improvement Area 1, with future improvement area annexations in the future.

The landowner is obligated per the Development Agreement to form a Public Services CFD and annex into CFD No. 3, Municipal Services prior to the issuance of the first residential building permit. Amoruso Ranch CFD No. 2, Public Services is being formed in order to fund the maintenance of landscaping, open space and neighborhood parks. The property is being annexed into CFD No. 3 in order to offset the property's impact on City General Fund resources available to pay for municipal services citywide, including the project area. The project is approximately 695 acres and has been approved for development of 2,826 residential units and 45.6 acres of community commercial and commercial/mixed use.

FISCAL IMPACT
The CFDs will generate special taxes that will be paid by the property owners sufficient to pay the costs for the debt service, CFD administration, and any authorized pay-as-you-go facilities or services allowed in its respective list of authorized facilities or services. The formation, annexation, and administration of the CFDs will not negatively impact the City's General Fund.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world Goal F - Invest in well-planned infrastructure and growth

Respectfully Submitted,
Jeannine Thrash, Management Analyst
Dennis Kauffman, Assistant City Manager/Chief Financial Officer

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-118
Resolution 23-119
Amoruso Ranch CFD 1 Proposed Boundary Map
Resolution 23-120
Amoruso Ranch CFD 2-Proposed Boundary Map
Resolution 23-121
Proposed Boundary Map-CFD 3 Annex 28

CITY COUNCIL OF THE CITY OF ROSEVILLE
RESOLUTION NO. 23-118

A RESOLUTION OF INTENTION OF THE CITY COUNCIL OF THE CITY OF ROSEVILLE TO

FORM A COMMUNITY FACILITIES DISTRICT, DESIGNATE AN IMPROVEMENT AREA

THEREIN, ESTABLISH A FUTURE ANNEXATION AREA, PROVIDE FOR ADDITIONAL

FUTURE IMPROVEMENT AREAS THEREIN, AND TO AUTHORIZE THE LEVY OF A

SPECIAL TAX THEREIN TO FINANCE PUBLIC FACILITIES AND PUBLIC SERVICES IN

AND FOR SUCH COMMUNITY FACILITIES DISTRICT
WHEREAS, under the Mel lo-Roos Com munity Facilities Act of 1982, as a mended, Chapter 2.5 of Part 1 of Division 2 of Title 5, commencing at Section 53311, of the California Government Code (th e “ Act”), the City Council of the City of Rosevil le (the “ City Council”) is authorized to establish a community facilities district and a future annexation area, and to act as the legislative body for such community facilities district; and WHEREAS, the A ct pr ovides that f or purposes of f inancing of, o r c ontributing to t he financing of, all or a port ion of facilities t o be financed by th e community facilities district, the legislative body may designate a portion or portions of the district as one or more improvement areas (each an “Improvement Area”) and that after the designation of an Improvement Area, all proceedings for purposes of a bond election and for the purpose of levying special taxes for payment of the bonds, or for any other change pursuant to Article 3 (commencing with Section 53330), shall apply only to such Improvement Area for those specified facilities; and WHEREAS, the City Council, having received indications of interest on behalf of the owners of the areas of land proposed to be included in a proposed community facilities district, desires to proceed with the establishment of a community facilities district and designation of an initial Improvement Area therein (herein, “Improvement Area No. 1”), and a future annexation area (“Future Annexation Area”), all in order to finance costs of infrastructure and services necessary or incidental to new development in the City of Roseville (“City”).

W, THEREFORE, THE CITY COUNCIL OF THE CITY OF ROSEVILLE RESOLVES AS FOLLOWS:

1. I
t is proposed to establish a community facilities district, to designate Improvement Area No. 1, and to identify future annexation area within the City of Roseville under the terms of the Act to finance costs of infrastructure and services necessary or incidental to new development in the City, which may include the payment of development impact fees related thereto.

2. T
he name proposed for the community facilities district i s the “City of Roseville A
moruso Ranch Community Facilities Dist rict No. 1 (Public Facilities )” ( including designated Improvement Areas, the “CFD”). The name proposed for Improvement Area No. 1 is “Improvement Area No. 1 of the City of Roseville Amoruso Ranch Community Facilities District No. 1 (Public Facilities) ”. The name proposed for the F uture Annexation Area is the “ City of Roseville Amoruso Ranch Community Facilities District No. 1 (Public Facilities ) (Future Annexation Area)”.

P
ursuant to Section 53350 of the Act, the territory to be initially included in the CFD (as shown on the map described in Section 3 hereof) is hereby designated to include -2-
Improvement Area No. 1. The initial boundary of the CFD is coterminous with the initial boundary of Improvement Area No. 1.

3. The proposed boundaries of the CFD, Improvement Area No. 1 and the Future Annexation Area are as shown on the map of them on file with the Clerk, which boundaries are hereby preliminarily approved and to which map reference is hereby made for further particulars.

The Clerk is hereby directed to record, or cause to be recorded, the map of the boundaries of the CFD, Improvement Area No. 1 and the Future Annexation Area in the office of the Placer County Recorder within 15 days of the date of adoption of this Resolution. The City Council finds that the map is in the form and contains the matters prescribed by Section 3110 of the California Streets and Highways Code.

Parcels within the Future Annexation Area shall be annexed to the CFD only with the unanimous approval (each, a “Unanimous Approval”) of the owner or owners of each parcel or parcels at the time that parcel or those parcels are annexed and all or any portions of territory that annex into the CFD from the Future Annexation Area or otherwise may be annexed into Improvement Area No. 1 or into a separate Improvement Area then in existence or to be designated at the time of such annexation , all w ithout any requirement for additional publi c hearings, resolutions of the City Council or other additional proceedings.

The Unanimous Approval shall specify annexation into Improvement Area No. 1 or into an Improvement Area then in existence or to be designated pursuant to a Unanimous Approval (a “Future Improvement Area” ). In connection with establishing a Future Improvement Area, all proceedings for approval of an appropriations limit, the rate and method of apportionment and manner of collection of special taxes, and the authorization to incu r bonded indebtedness may differ from Improvement Area No. 1 or any other Improvement Areas , all as set forth in the Unanimous Approval, and shall apply only to the parcel or parcels within such Improvement Area.

Likewise, all or any portions of territory that annex into the CFD from the Future Annexation Area or otherwise may be annexed into a separate zone of Improvement Area No. 1 or any Improvement Area then in existence or to be designated at the time of such annexation and no additional hearings or procedures are required and the rate and method of apportionment applicable to such zone may differ from other areas of the CFD as set forth in the Unanimous Approval and shall apply only to the parcel or parcels within such zone, all as provided in the Unanimous Approval.

4. Except to the extent that funds are otherwise available to the CFD to pay for the Facilities (as defined below), and/or the principal and interest as it becomes due on bonds issued by the City for each Improvement Area within the CFD to construct and/or acquire the Facilities, a special tax (the “Facilities Special Tax ”) sufficient to pay the costs thereof, secured by recordation of a continuing lien against all non -exempt real property in the applicable Improvement Area of the CFD, will be levied annually within each Improvement Area, and collected in the same manner as ordinary ad valorem property taxes, or in such other manner as the City Council or its designee shall determine, including direct billing of the affected property owners.

Except to the extent that funds are otherwise available to the CFD to pay for the Services (as defined below), a special tax (the “ Maintenance Special Tax ”) sufficient to pay the costs thereof, secured by recordation of a continuing lien against all non -exempt real property in the CFD, will be levied annually within each Improvement Area of the CFD, and collected in the same -3-
manner as ordinary ad valorem property taxes, or in such other manner as the City Council or its designee shall determine, including direct billing of the affected property owners.

The proposed rate and method of apportionment of the Facilities Special Tax and Maintenance Special Tax (together, the “Special Tax”) among the parcels of real property within Improvement Area No. 1 of the CFD , in sufficient detail to allow each landowner within Improvement Area No. 1 of the proposed CFD to estimate the maximum amount such owner will have to pay, are described in the Rate, Method of Apportionment and Manner of Collection of Special Tax attached hereto as Exhibit A and hereby incorporated herein (the “Rate and Method”).

At such time as territory within the Future Annexation Area is annexed into the CFD pursuant to the Unanimous Approval, approval of a rate and method of apportionment for such territory may differ from that of other Improvement Areas as set forth in the Un animous Approval, and shall provide sufficient detail to allow each landowner within the annexed territory to estimate the maximum amount such owner will have to pay.

A Facilities Special Tax shall not be levied in an Improvement Area after the fiscal year identified in the rate and method for such Improvement Area, except that a Facilities Special Tax that was lawfully levied in or before the final tax year and that remains delinquent may be collected in subsequent years. Under no circumstances shall the Facilities Special Tax levied against any parcel in such Improvement Area for private residential purposes be increased as a consequence of delinquency or default by the owner of any other parcel or parcels within such Improvement Area in contravention of the Act, including Section 53321(d) of the Act.

For Future Improvement Areas, a different rate and method may be adopted than the Rate and Method adopted for Improvement Area No. 1 if the annexed territory is designated as a separate zone or improvement area. No supplements to the Rate and Method for any of the Future Improvement Areas and no new rate and method will cause the maximum tax rate in the then-existing territory of the CFD (including Improvement Area No. 1) to increase. The designation as an improvement area of any territory annexing to the CFD, the maximum amount of bonded indebtedness and other debt for such improvement area, the facilities to be financed, the rate and method of apportionment of special tax for such improvement area and the appropriations limit for such improvement area shall be identified and approved in the Unanimous Approval executed by the applicable property owner(s) in connection with each annexation to the CFD from the Future Annexation Area. The annexation and relat ed matters described in the Unanimous Approval shall be implemented and completed without the need for City Council approval as long as the following conditions are met:

(i) The rate and method of apportionment of special tax for the new improvement area is prepared by a special tax consultant retained by the City.

(ii) The rate and method of apportionment of special tax for the new improvement area substantially complies with the City’s local goals and policies concerning the use of the Act.

(iii) The rate and method of apportionment of special tax for the new improvement area includes a mechanism that protects against revenue loss as a result of land use changes.

(iv) The Special Tax proposed to pay for the Facilities to be supplied within the territory annexed will be equal to the Special Taxes levied to pay for the same Facilities in previously-existing areas of the CFD and Improvement Area No. 1, except that (a) a higher -4-
Special Tax may be levied on territory annexing into the CFD to pay for the same Facilities to compensate for the interest and principal previously paid from Special Taxes in the original area of the CFD and Improvement Area No. 1, less any depreciation allocable to the financed Facilities, and (b) a higher Special Tax may be levied on territory annexing into the CFD to pay for new or additional Facilities, with or without bond financing.

The Maintenance Special Tax proposed to pay for Services to be supplied within the territory annexed in the future shall be equal to any Maintenance Special Tax levied to pay for the same Services in the CFD, except that a higher or lower tax may be levied within the territory to be annexed in the future to the extent that the actual cost of providing the Services in that territory is higher or lower than the cost of providing those Services in the existing CFD. The foregoing shall not be construed to limit the levy of the Maintenance Special Tax within the territory to be annexed in the future to provide new or additional Services beyond those s upplied within the existing territory of the CFD, or to pay for new or additional Services , with or without bond financing.

This City Council hereby finds that the provisions of Section 53313.6, 53313.7 and 53313.9 of the Act (relating to adjustments to ad valorem property taxes and schools financed by a community facilities district) are inapplicable to the proposed CFD and Improvement Area No. 1.

5. The type of facilities proposed to be financed in whole or in part by the CFD, Improvement Area No. 1 and any Future Improvement Areas and pursuant to the Act shall consist of those items listed as facilities on Exhibit B hereto (the “Facilities”) and the type of public services proposed to be financed by the CFD and pursuant to the Act shall consist of those items listed as services on Exhibit B hereto (the “Services”). The Council hereby determines that the Facilities are necessary to meet increased demands placed upon local agencies as the result of development occurring within the CFD and the Future Annexation Area. The financing of the costs of Facilities may include, without limitation, the payment of principal of and interest on bonds together with all direct, indirect periodic, and/or other related costs (including, without limitation, costs of admin istering the CFD, levying the Special Tax and administering the bonds, and establishing and replenishing reserve funds ). Land annexed into the CFD pursuant to a Unanimous Approval may specify additional facilities and services to be financed by the Special Taxes levied on such annexed land, as set forth in the Unanimous Consent , without additional proceedings, provided the conditions set forth in this Section with respect to the original Facilities and Services are met.

The City Council hereby finds and determines that Section 53329.5(a) of the Act relating to the City calling for bids for construction of the Facilities are inapplicable to the CFD in that the City will acquire but not construct the Facilities. To that end, City may enter into one or more contracts directly with any owner or developer of land within the CFD for acquisition of Facilities.

The Council hereby determines that the Services are necessary to meet increased demands for such services placed upon the City as the result of development occurring within the area of the CFD and the Future Annexation Area. The Services are in addition to those provided in the territory of the CFD as of the date hereof and will not supplant servi ces already available within the territory of the CFD as of the date hereof. Similarly, services to be financed by special taxes upon territory within the Future A nnexation Area shall be in addition to those provided in such territory of the CFD as of the date hereof and will not supplant servi ces already available within the territory of the CFD as of the date hereof..

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6. Except as may otherwise be provided by law or by the Rate and Method, all lands owned by any public entity, including the United States, the State of California and the City, or any departments or political subdivisions thereof, shall be omitted from the levy of the Special Tax. In the event th at a portion of the property within the CFD shall become for any reason exempt, wholly or in part, from the levy of the Special Tax, the City Council will, on behalf of the CFD, increase the levy to the extent necessary upon the remaining property within the applicable Improvement Area which is not exempt in order to yield the required debt service payments and other annual expenses of such Improvement Area , if any, subjec t to the provisions of the applicable Rate and Method. It is anticipated that the Special Tax will be billed as a separate line item on the regular property tax bill. However, the City Council reserves the right, under Section 53340 of the Act, to utilize any method of collecting the special tax which it shall, from time to time, determine to be in the best interests of the City, including, but not limited to, direct billing by the City to the property owners and supplemental billing.

7. The levy of the Special Tax shall be subject to the approval of the applicable qualified electors of the CFD at a special election. The proposed voting procedure shall be by mailed or hand-delivered ballot among the landowners in the proposed CFD, with each owner having one vote for each acre or portion of an acre such owner owns in the CFD. The levy of the Special Tax on p arcels within the Future Annexation Area and annexed to the CFD shall be subject to the approval of the qualified elector by execution of the Unanimous Approval, and a special tax shall be levied in the Future Annexation Area only with the Unanimous Approval of the owner or owners of each parcel or parcels at the time that parcel or those parcels are annexed to the CFD, without any requirement for further public hearings or additional proceedings.

8. It is the intention of the City Council, acting as the legislative body for the CFD, to cause bonds of the City to be issued for each Improvement Area pursuant to the Act to finance in whole or in part the construction and/or acquisition of Facilities. Th e bonds issued in these proceedings shall be callable in accordance with the provisions of the Act, and shall be issued in such series and bear interest payable semi-annually or in such other manner as the City Council shall determine, at a rate not to exc eed the maximum rate of interest as may be authorized by applicable law at the time of sale of such bonds, shall mature not to exceed 40 years from the date of the issuance thereof and shall be as more specifically set forth in any resolution authorizing the issuance of such bonds.

9. The Chief Financial Officer of the City, as the officer having charge and control of the Facilities and Services in and for the CFD, or the designee of such official, is hereby directed to cause and direct a study of said proposed CFD and the Facilities and Services, and to cause to be prepared for filing at the public hearing the report required by Section 53321.5 of the Act (the “CFD Report”) presenting at least the following:

(a) A brief description of the Facilities and Services by type which will be required to adequately meet the needs of the CFD and the Future Annexation Area.

(b) An estimate of the fair and reasonable cost of the Facilities and Services, including the cost of acquisition of lands, rights -of-way and easements, any physical facilities required in conjunction therewith and incidental expenses in connection therewith, including the costs of the proposed bond financing and all other related costs as provided in Section 53345.3 of the Act.

The CFD Report shall be made a part of the record of the public hearing specified below.

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10. Pursuant to Section 53314.9 of the Act, at any time either before or after the formation of the CFD, the legislative body may accept advances of funds or work in kind from any source, including, but not limited to, private persons or entities, and may provide, for the use of those funds or that work in kind for any authorized purpose, under all of the following conditions:
(a) the proposal to repay the funds or the value or cost of the work in kind, whichever is less, is included in both this Resolution and in the Resolution to establish the CFD pursuant to Section 53325.1; (b) any proposed Special Taxes are approved by the qualified electors of the CFD pursuant to the Act; and (c) any work in kind accepted pursuant to Section 53314.9 of the Act is performed or constructed as if the work had been performed or constructed under the direction and supervision, or under the authority of a local public agency. This Council finds that the City may accept advances of funds or work in kind if necessary, and may enter into an agreement (an “Acquisition Agreement”), with the person or entity advancing the work in-kind, to reimburse the person or entity for the value, or cost, whichever is less, of the work in-kind, as determined by the City Council, with or without interest, under the conditions specified in the Act and the Acquisition Agreement. The City and the d eveloper of the project intend to enter into an Acquisition Agreement.

11. The City Council hereby sets Wednesday, May 17, 2023, at 6:00 p.m., at the City of Roseville Civic Center Council Chambers located at 311 Vernon Street, Roseville, California 95678, as the time and place when and where the City Council, as legislative body for the CFD, will conduct a public hearing on the establishment of the CFD and the designation of Improvement Area No. 1 and the Future Annexation Area, and consider and finally determine whether the public interest, convenience and necessity require the formation of the CFD , the designation of Improvement Area No. 1 and the Future Annexation Area, and the levy of the Special Tax. At the hearing, testimony concerning the CFD, the designation of Improvement Area No. 1, the extent of the CFD and the Future Annexation Area, or the furnishing of the particular types of facilities and public services will be heard and protests will be considered from registered voters residing within the CFD and persons owning real property within the CFD. Written protests by the owners of a majority of the land which would be subject to special taxation within the proposed CFD will require the suspension of proceedings for at least one year. Written protests must be filed with the City Clerk at or before the time fixed for the hearing. If such protests are directed only against certain elements of the proposed improvements or proposed special tax, and if such protests constitute a majority protest, only those elements shall be deleted from the proceedings.

12. The City Clerk is hereby directed to cause notice of the public hearing , attached hereto as Exhibit C, to be given by one-time publication in a newspaper published in the area of the CFD and the Future Annexation Area. The publication shall be completed at least 7 days before the date of the public hearing referenced above. The notice shall be substantially in the form specified in Section 53322 of the Act and attached hereto, with the form summarizing the provisions hereof hereby specifically approved.

13. This Resolution shall take effect from and after its adoption.

* * * * * *

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I hereby certify that the foregoing Resolution was duly adopted by the City Council of the City of Roseville, California, at a regularly scheduled meeting thereof, held on the ___ day of _________, 2023, by the following vote of the City Council:

AYES: COUNCILMEMBERS
NOES: COUNCILMEMBERS
ABSENT: COUNCILMEMBERS
ABSTAIN: COUNCILMEMBERS

_______________________________________
Mayor

ATTEST:

City Clerk of the City of Roseville
Economic & Planning Systems, Inc. (EPS) A-1

EXHIBIT A

Improvement Area No. 1 of the
City of Roseville
Amoruso Ranch Community Facilities District No. 1

(Public Facilities)
Placer County, State of California

RATE , METHOD OF APPORTIONMENT , AND

MANNER OF COLLECTION OF SPECIAL TAX

1. Basis of Special Tax Levy
A Special Tax authorized under the Mello-Roos Community Facilities Act of 1982 (Act) applicable to the land in Improvement Area No. 1 of the City of Roseville Amoruso Ranch Community Facilities District No. 1 (Public Facilities) shall be levied and collected according to the tax liability determined by the City through the application of the appropriate amount or rate, as described below.

2. Definitions
“Acre ” or “ Acreage ” means the land area of an Assessor’s Parcel as shown on an Assessor’s Parcel Map, or if the land area is not shown on an Assessor’s Parcel Map, the land area shown on the applicable final map or other Development Plan. “Act ” means the Mello-Roos Community Facilities Act of 1982, as amended, Sections 53311 and following of the California Government Code. “Administrative Expenses ” means the actual or reasonably estimated costs related to the administration of Improvement Area No. 1, including, but not limited to, these for Improvement Area No. 1:
a. Costs of computing Special Taxes and preparing annual Special Tax collection schedules (whether by the City or any designee thereof or both). b. Costs of collecting the Special Taxes (whether by the County, the City, or otherwise). c. Costs of remitting the Special Taxes to the Trustee. d. Costs of the Trustee (including its legal counsel) in the discharge of the duties required of it under the Bond Indenture.
e. Costs to the City, CFD, or any designee thereof, of complying with arbitrage rebate requirements.

Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-2
f. Costs to the City, CFD, or any designee thereof, of complying with City, CFD, or Master Builder disclosure requirements.
g. Costs associated with preparing Special Tax disclosure statements. h. Costs incurred in responding to public inquiries regarding the Special Taxes. i. Costs to the City, CFD, or designee thereof related to any appeal of the Special Taxes. j. Costs associated with the release of funds from an escrow account, if any. k. Costs to the City for the issuance of Bonds authorized by the CFD that are not recovered through the Bond sale proceeds.
l. Amounts estimated to be advanced or already advanced by the City for any other administrative purposes, including attorney’s fees and other costs related to collection of the Special Taxes and commencing and pursuing to completion any foreclosure of delinquent Special Taxes.
“Administrator ” means a City official in the Finance Department, or their designee responsible for determining or overseeing the levy and collection of the Special Taxes. “Affordable Housing Director ” means, at any point in time, the person in the City who serves as head of the department that is in charge of the City’s affordable housing program.
“Affordable Unit ” means a Unit built on a Residential Use Parcel for which an Affordable Unit agreement has been entered into for the property designating the Unit as affordable.

A Multifamily Parcel may have only a portion of the Units assigned as Affordable Units.

The City Manager, or his or her designee, shall determine which Units are designated as Affordable Units and maintain an Affordable Unit listing, which shall contain all designated buildable parcels by tract and lot number, and in the case of Large Lot Parcels remaining before May 1 of the preceding Fiscal Year, the number of designated Affordable Units for each such Large Lot Parcel; all entries shall indicate the effective date of designation.

The Affordable Unit listing also shall be updated to reflect those Units no longer qualifying as Affordable Units, also known as Market-Rate Units. The Affordable Unit listing, which shall contain all qualifying Affordable Units as of April 30, shall be made available to the Administrator by July 1 of each year for purposes of determining the Maximum Annual Special Tax for Parcels pursuant to Section 4.
“Annexation Parcels ” means a Parcel or Parcels annexed to Improvement Area No. 1 of the CFD after formation. The Maximum Annual Special Tax will be assigned to Parcels in the annexation area using the provisions of Section 4.

“Annual Facilities Costs ” means, for any Fiscal Year, the total of these for Improvement Area No. 1:
a. Debt Service to be paid from Facilities Special Taxes.

Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-3
b. The amount needed to replenish the reserve fund for the Bonds to the level required under the Bond Indenture, to the extent not included in a computation of Annual Facilities Costs in a previous Fiscal Year.
c. Administrative Expenses for such Fiscal Year.
d. The amount needed to (1) cure any delinquencies in the payment of the Facilities Special Tax in the prior Fiscal Year, to the extent not otherwise included in a computation of Annual Facilities Costs in the current or any previous Fiscal Year, and (2) to fund any foreseeable deficiency in the payment of the Facilities Special Tax for that Fiscal Year which is expected to occur in such Fiscal Year, to the extent not included in a computation of Annual Facilities Costs in the current or any previous Fiscal Year.
e. Authorized Pay-As-You-Go Costs so long as the inclusion of these costs does not increase the Special Tax levy on Undeveloped Property, Large Lot Parcels, Small Lot Tentative Map Parcel, or Final Use Small Lot Parcels.
f. During the Deferral Bonding Period, the amount needed to pay Development Impact Fee Deferrals not financed by Bonds.
g. Less any available earnings on any reserve fund or Facilities Special Tax funds, available capitalized interest or any other available revenues of Improvement Area No. 1 or the City that may be used to fund Annual Facilities Costs. “Annual Maintenance Costs ” means, for any Fiscal Year, the total of these for Improvement Area No. 1:
a. Authorized Services costs to be paid from Maintenance Special Taxes. b. Administrative Expenses for such Fiscal Year.
c. The amount needed to (1) cure any delinquencies in the payment of the Maintenance Special Tax in the prior Fiscal Year, to the extent not otherwise included in a computation of Annual Maintenance Costs in the current or any previous Fiscal Year, and (2) to fund any foreseeable deficiency in the payment of the Maintenance Special Tax for that Fiscal Year which is expected to occur in such Fiscal Year, to the extent not included in a computation of Annual Maintenance Costs in the current or any previous Fiscal Year.
d. Less any available earnings on any reserve fund, Maintenance Special Tax funds or any other available revenues of Improvement Area No. 1 or the City that may be used to fund Annual Maintenance Costs.
“Anticipated Construction Proceeds ” means the amount anticipated to be available through Improvement Area No. 1 for acquiring or constructing Authorized Facilities, which is equal to $27.8 million at formation of Improvement Area No. 1 of the CFD. This amount is increased on July 1 of the current Fiscal Year for the prior calendar year by the average increase in the ENR-CCI.

Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-4
“Assessor’s Parcel ” means a lot or Parcel with an assigned Assessor’s Parcel Number in the maps used by the County Assessor in preparing the tax roll. “Assessor’s Parcel Map ” means an official map of the County Assessor designating Parcels by Assessor’s Parcel Number.
“Assessor's Parcel Number ” means the Parcel and Parcel Number as assigned by the County Assessor on the equalized tax roll.
“Assigned Maximum Annual Special Tax ” means the maximum Facilities Special Tax or Maintenance Special Tax assigned to each Large Lot Parcel that is an Original Parcel based on the Expected Land Uses for Improvement Area No. 1 at the CFD formation, or at annexation, as shown in Attachment 1.
“Authorized Facilities ” means those facilities and fees to be financed by the CFD (including Improvement Area No. 1), as identified in the resolution forming the CFD. “Authorized Services ” means those services authorized to be funded by the CFD (including Improvement Area No. 1), as defined in the resolution forming the CFD. “Base Year ” means the Fiscal Year beginning July 1, 2023, and ending June 30, 2024. “Benefit Share ” means the Maximum Annual Facilities Special Tax for a Parcel divided by the Maximum Annual Facilities Special Tax Revenue for all Taxable Parcels at their assigned Maximum Annual Facilities Special Tax.
“Bond(s) ” means any bond(s) issued by the City for Improvement Area No. 1 under the Act secured by Special Taxes and any other debt, as defined in the Act, the City incurs that is secured by Special Taxes to further the CFD’s purposes. “Bond Indenture(s) ” means the indenture(s), resolution(s), fiscal agent agreement(s), or other financing document(s) pursuant to which any Bonds are issued. “Bond Share ” means the share of Outstanding Bonds assigned to a Parcel as specified in Section 8 hereof.
“Building Permit ” means a permit issued by the City for the construction of a Residential Use or Nonresidential Use structure.
“Business Professional ” means a Parcel or Parcels zoned to provide for office uses and other uses that are related to and supportive of office uses. “CFD ” means the City of Roseville Amoruso Ranch Community Facilities District No. 1 (Public Facilities), Placer County, State of California, including all Improvement Areas therein.
“Chief Financial Officer ” or “ CFO ” means the Chief Financial Officer of the City, or his/her designee.
“City ” means the City of Roseville in Placer County, California. “Council ” means the City Council of the City acting for the CFD under the Act.

Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-5
“County ” means the County of Placer, California.
“Debt Service ” means the total annual amount of Bond principal, interest, and the scheduled sinking fund payments of the Bonds in a calendar year. “Deferral Bonding Period ” means the period, for Improvement Area No. 1, after the Initial Bonding Period has ended and during which the City finances the Development Impact Fee Deferral.
“Developed Parcel ” means, in any Fiscal Year:
a. For Single-Family Parcels: All Parcels for which a Final Small Lot Subdivision Map was recorded before May 1 of the preceding Fiscal Year.
b. For Multifamily Parcels: All Parcels for which a Building Permit for new construction of a Residential Use structure was issued before May 1 of the preceding Fiscal Year. c. For all Nonresidential Use Parcels: All Parcels for which a Building Permit for new construction of a Nonresidential Use structure was issued before May 1 of the preceding Fiscal Year.

Once a Parcel is defined as a Developed Parcel it shall remain as a Developed Parcel. “Development Agreement ” means the Development Agreement By and Between the City of Roseville and Brookfield Sunset, LLC, Brookfield Sacramento Holdings, LLC, and Angela Eisenpress relative to the Amoruso Ranch Specific Plan dated May 11, 2022, or as may be amended from time to time.
“Development Impact Fee Deferral ” means the deferred payment of development impact fees due to the City or the South Placer Regional Transportation Authority (SPRTA) for Developed Parcels, using the approach and amounts identified in the Development Agreement, which may be amended from time to time. “Development Plan ” means a condominium plan, apartment plan, site plan, or other development plan that identifies such information as the type of structure, acreage, square footage, or number of Units that are approved to be developed on Single-Family Parcels, Multifamily Parcels, and Nonresidential Parcels. “ENR-CCI ” means the Engineering News Record—Construction Cost Index for San Francisco in the prior calendar year, as determined on July 1 of the current Fiscal Year. “Expected Land Use(s) ” means, for Improvement Area No. 1, the total number of Units or Acres of each land use type by Tax Category expected in each Large Lot Parcel and Original Parcel at CFD formation as identified in Attachment 3 of this RMA, or as to Annexation Parcels, the total number of Units or Acres of each land use type by Tax Category expected in each Large Lot Parcel and Original Parcel at the time of annexation as identified in a subsequent attachment to RMA.
“Facilities Special Tax ” means the Special Tax authorized to be levied in Improvement Area No. 1 to fund Annual Facilities Cost. Facilities Special Taxes are shown in Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-6
Attachments 2 and 3, or as to Annexation Parcels, as shown in a subsequent attachment to the RMA.
“Final Use Small Lot Parcel ” means a Parcel designated for development as a single- family residence, which is part of a Final Small Lot Subdivision Map. “Final Small Lot Subdivision Map ” means a recorded map designating the final Parcel subdivision for individual Single-Family Parcels.
“First Bond Sale ” means issuance of the first series of Bonds secured, in whole or in part, by Facilities Special Taxes levied and collected from Parcels in Improvement Area No. 1.
“Fiscal Year ” means the period starting July 1 and ending the following June 30. “Full Prepayment ” means the fulfillment of a Parcel’s Facilities Special Tax obligation, as determined by following the procedures in Section 8.
“High Density Residential ” means, per the Amoruso Ranch Specific Plan, a land use designation that primarily accommodates attached housing, but depending on the unit type, could also include detached housing, within the density range of 13.0 or greater dwelling units per gross developable acre. Typical housing product types include, but shall not be limited to, detached townhomes, courtyard townhomes/condominiums, garden-style apartments, and podium design apartments/condominiums. “Improvement Area No. 1” means the area designated as such on Map 1 . “Initial Bonding Period ” means, for Improvement Area No. 1, the period in which Bonds are outstanding, whether issued in a single or multiple series, which financed Authorized Facilities costs or refunded prior Bonds other than the Development Impact Fee Deferral.
“Large Lot Parcel ” means a Parcel created by a Large Lot Subdivision Map. “Large Lot Subdivision Map ” means a recorded subdivision map creating Parcels by land use. However, the Large Lot Subdivision Map does not delineate Final Use Small Lot Parcels. A Final Small Lot Subdivision Map will create individual Single-Family Parcels. “Low Density Residential ” means, per the Amoruso Ranch Specific Plan, a land use designation that supports single-family detached homes on conventional lots within the density range of up to 6.9 dwelling units per gross developable acre. Typical housing product types include, but shall not be limited to, standard, alley-loaded, or clustered, single-family detached units.
“Maintenance Special Tax ” means the Special Tax authorized to fund Annual Maintenance Costs. The Maintenance Special Tax will be levied and collected beginning with the Transition Year. Maintenance Special Taxes are shown in Attachment 4. “Market-Rate Unit ” means a Unit that is not an Affordable Unit. “Master Builder ” means Brookfield Sacramento Holdings LLC and its successors and assigns.

Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-7
“Maximum Annual Special Tax ” means the greatest amount of Facilities Special Tax or Maintenance Special Tax that can be levied against a Parcel in a given Fiscal Year, as shown in Attachments 2, 3, and 4.
“Maximum Annual Facilities Special Tax ” means the greatest amount of Facilities Special Tax that can be levied against a Parcel in a given Fiscal Year, as shown in Attachments 2, 3, or 4.
“Maximum Annual Maintenance Special Tax ” means the greatest amount of Maintenance Special Tax that can be levied against a Parcel in a given Fiscal Year, as shown in Attachments 2, 3, or 4.
“Maximum Annual Special Tax Rate ” means the maximum rate of Facilities Special Tax or Maintenance Special Tax charged per Unit or per Taxable Acre each Fiscal Year, as shown in Attachments 2, 3, and 4, as subsequently escalated by the Tax Escalation Factor.
“Maximum Annual Facilities Special Tax Revenue ” means the greatest amount of Facilities Special Tax revenue that can be collected in total from a group of Parcels (such as Developed Parcels) by levying the Maximum Annual Facilities Special Tax. “Maximum Annual Maintenance Special Tax Revenue ” means the greatest amount of Maintenance Special Tax revenue that can be collected in total from a group of Parcels (such as Developed Parcels) by levying the Maximum Annual Maintenance Special Tax. “Maximum Annual CFD Special Tax Revenue ” means the sum of the Maximum Annual Special Tax levied on all Taxable Parcels in the CFD in a Fiscal Year. “Medium Density Residential ” means, per the Amoruso Ranch Specific Plan, a land use designation that accommodates both single-family detached homes and attached homes within the density range of 7.0 to 12.9 dwelling units per gross developable acre. Typical housing product types include, but shall not be limited to, standard or alley-loaded lots, courtyard lots, green court lots, auto courts, alley clusters, zero-lot lines, or z-shaped lots. In addition, duet/half-plex homes, townhomes, or condominiums may be accommodated in Medium Density Residential areas.
“Mixed Use Parcel ” means a Parcel or Parcels designated for a combination of Residential Uses and Nonresidential Uses.
“Multifamily For-Rent ” or “ Multifamily For-Rent Parcel ” means any Parcel designated or developed for more than one residential dwelling Unit per Parcel and where such units are initially offered for rent to the general public and cannot be purchased by individual homeowners. Such uses may consist of apartments or structures such as duplexes or triplexes, including land uses defined as High Density Residential. Each residential dwelling Unit within Multifamily For-Rent or Multifamily For-Rent Parcels is not expected to have its own distinct Assessor’s Parcel Number. “Multifamily For-Sale ” or “ Multifamily For-Sale Parcel ” means any Parcel designated or developed for more than one residential dwelling Unit within a single building or structure and that may share at least one common wall where such units are not initially Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-8
offered for rent to the general public and initially may be offered for sale to individual homeowners. Such uses may consist of condominiums or buildings such as half-plexes or time-share units, including land uses defined as High Density Residential. Multifamily For-Sale Parcels are anticipated to have their own distinct Assessor’s Parcel Number as is the case in residential condominium projects. Once designated as Multifamily For-Sale or Multifamily For-Sale Parcel, the Parcel shall remain so designated unless the original structures are demolished.
“Nonresidential Use ” means a Taxable Parcel zoned for land uses other than Residential Uses which may include Business Professional, Community Commercial and Mixed Use. “Original Parcel ” means a Taxable Parcel in Improvement Area No. 1 identified in Attachment 1 at formation of the CFD.
“Outstanding Bonds ” means the total principal amount of Bonds that have been issued and not fully repaid or legally defeased.
“Parcel ” means any Assessor’s Parcel in Improvement Area No. 1 based on the equalized tax rolls of the County as of January 1 of each Fiscal Year. “Partial Prepayment ” means the partial fulfillment of a Parcel’s Facilities Special Tax obligation, as determined by following the procedures in Section 8. “Pay-As-You-Go Costs ” means that portion of costs of acquisition, construction, and improvement of Authorized Facilities not financed by Bonds that are eligible for funding from the Facilities Special Tax.
“Prepayment ” means the Full Prepayment or Partial Prepayment of a Parcel’s Facilities Special Tax obligation, as determined by following the procedures in Section 8. “Proportionately ” means that the ratio of the actual Special Tax levy to the Maximum Annual Special Tax is equal for all Developed Parcels. For Small Lot Tentative Map Parcels, Proportionately means that the ratio of the actual Special Tax levy to the Maximum Annual Special Tax is equal for all Small Lot Tentative Map Parcels. For Large Lot Parcels, Proportionately means that the ratio of the actual Special Tax levy to the Maximum Annual Special Tax is equal for all Large Lot Parcels. For Undeveloped Parcels, Proportionately means that the ratio of the actual Special Tax levy to the Maximum Annual Special Tax is equal for all Undeveloped Parcels. “Public Parcel ” means any Parcel that is or is intended to be publicly owned, as designated in any final map, that is normally exempt from the levy of general ad valorem property taxes under California law, including, but not limited to, public streets, schools, parks, and public drainageways, landscaping, wetlands, greenbelts, and open space. “Remainder Parcel ” means a portion of a unit of land that is created as a result of the recording of a Large Lot Parcel Map or Final Small Lot Subdivision Map, which results in a designated remainder as defined in Government Code Section 66424.6(a) (Remainder Parcel). Such a Remainder Parcel may contain taxable and tax-exempt uses, such as Residential Uses, and Public Parcels, such as park sites. Once designated as a Remainder Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-9
Parcel, such Parcel will be considered a Large Lot Parcel for the purposes of future Subdivisions and for the provisions of Sections 4 through 6. “Remaining Facilities Costs ” means the amount of Anticipated Construction Proceeds less construction proceeds from previous Bond issuances and less costs of Authorized Facilities funded on a Pay-As-You-Go Basis from the levy of the Special Tax. “Remaining Facilities Cost Share ” means the Remaining Facilities Costs multiplied by the Benefit Share.
“Residential Use ” means a Parcel designated for residential use, such as single-family residential Units, residential condominiums, townhouses, or apartments that would be included in the definitions of Low-Density Residential, Medium Density Residential or High Density Residential.
“RMA ” means this Rate and Method of Apportionment, and Manner of Collection of Special Tax, as it may be amended from time to time in connection with Annexation Parcels or otherwise.
“Single-Family Parcel ” means, in any Fiscal Year, all Parcels in Improvement Area No. 1 for which a building permit was issued or may be issued for construction of a Unit that is a single-family residential, residential condominium, or townhouse Unit. “Small Lot Tentative Map ” means a map that is approved by the City for the purpose of showing the design of a proposed Subdivision, including the individual buildable lots expected in the Subdivision, as well as the conditions pertaining thereto. The Small Lot Tentative Map designation for this RMA is in reference only to the areas shown on the map on which Low-Density Residential and Medium-Density Residential uses would be permitted. A Small Lot Tentative Map is not based on a detailed survey of the property in the map and is not recorded at the County Recorder’s Office to create legal lots. “Small Lot Tentative Map Parcel ” means, in any Fiscal Year, all Parcels included in a Small Lot Tentative Map that was approved before May 1 of the prior Fiscal Year that are planned for Low-Density Residential and Medium-Density Residential and which have not yet become a Developed Parcel.
“Special Tax(es) ” mean(s) any tax levy under the Act in Improvement Area No. 1. “Subdivision ” or “ Subdivided ” means a division of a Parcel into two or more Parcels through Parcel reconfiguration, lot-line adjustments, or the Subdivision Map Act process.

A Subdivision also may include the merging of two or more Parcels to create new Parcels. “Successor Parcel ” means a Parcel created by the Subdivision of an Original Parcel or a Successor Parcel.
“Tax Category ” means the categories of taxable land uses shown in Attachments 2, 3, and 4.
“Tax Collection Schedule ” means the document prepared by the Administrator for the County Auditor-Controller to use in levying and collecting the Special Taxes each Fiscal Year.

Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-10
“Tax Escalation Factor ” means a factor of 2 percent by which the Maximum Annual Facilities Special Tax, Maximum Annual Maintenance Special Tax and related Maximum Annual Special Tax Rates shall be increased annually until the Transition Event. In the Fiscal Year following the Transition Event, the Maximum Annual Maintenance Special Tax may be increased up to 2 percent annually at the City’s discretion. The Administrator should refer to Section 4a for application of the Tax Escalation Factor. “Taxable Acreage ” means that area of a Parcel determined by the Administrator to become a Taxable Parcel or Parcels upon further Subdivision. An example might be that a Large Lot Parcel Map creates a Remainder Parcel that, according to Attachment 1, contains both taxable uses and tax-exempt uses.
“Taxable Parcel ” means any Parcel that is not a Tax-Exempt Parcel. “Tax-Exempt Parcel ” means a Parcel not subject to the Annual Special Tax. Tax- Exempt Parcels include (a) Public Parcels, and (b) Parcels owned by the City, school districts, special districts, or the state or federal government. A Taxable Parcel that is acquired by a public agency shall remain a Taxable Parcel as per the provisions of Section 4.i.

Certain privately-owned Parcels also may be exempt from the levy of Annual Special Taxes, including common areas owned by homeowner’s associations or property owner associations, wetlands, detention basins, water quality ponds, and open space, as determined by the Administrator.
“Transition Event ” means for Improvement Area No. 1, the earlier of (a) after the Initial Bonding period, the Fiscal Year in which the Administrator determines the Development Impact Fee Deferral, including any Debt Service and Administrative Expenses associated with any Bonds issued to satisfy Development Impact Fee Deferrals, and any eligible Pay- As-You-Go Costs have been repaid in full to the City and City determines funding is no longer needed for Annual Facilities Costs, or (b) Fiscal Year 2088-89. “Transition Year ” means, for Improvement Area No. 1, the first Fiscal Year following the Fiscal Year in which the Transition Event occurred.
“Trustee ” means a national banking association organized and existing under the laws of the United States acting as a trustee or fiscal agent for Bonds. “Undeveloped Parcel ” means a Taxable Parcel that is not a Developed Parcel, Small Lot Tentative Map Parcel, or a Large Lot Parcel.
“Unit ” means, for a Single-Family Parcel, the individual residential unit on such Parcel, or for a Multifamily For-Rent Parcel or Multifamily For-Sale Parcel, an individual residential unit in a multifamily building.

3. Duration of the Special Tax
The Facilities Special Tax will be levied and collected until the earlier of (i) the Transition Year or (ii) Fiscal Year 2088-89. The Maintenance Special Tax will be levied and collected beginning in the Transition Year. The Maintenance Special Tax will thereafter be collected in perpetuity.

Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-11

4. Administrative Tasks for the Facilities
Special Tax
The provisions of Section 4 shall apply to Improvement Area No. 1:
a. Annual Special Tax Escalation. Until the Fiscal Year following the Transition Event, the Administrator shall increase the Maximum Annual Facilities Special Tax, the Maximum Annual Maintenance Special Tax and Maximum Annual Special Tax Rates by the Tax Escalation Factor in all Fiscal Years following the Base Year. In the Transition Year and thereafter, the City, in its sole discretion, may determine whether to apply the Tax Escalation Factor to the Maximum Annual Maintenance Special Tax in any Fiscal Year.
b. Assignment of the Maximum Annual Facilities Special Tax to Original Parcels.

Attachment 3 identifies the Assigned Maximum Annual Facilities Special Tax for each Original Parcel included in Improvement Area No. 1, which is determined for each Large Lot Parcel based on the Expected Land Uses in each Large Lot Parcel at CFD Formation. The Assigned Maximum Annual Facilities Special Tax shall continue to apply to the geographic area to which it was assigned. If, before further Subdivision, the Administrator determines there are multiple Assessor’s Parcels in a Large Lot Parcel, the Administrator shall assign the Maximum Annual Facilities Special Tax to each Assessor’s Parcel on a pro rata basis to all Assessor’s Parcels in that Large Lot Parcel based on the percentage share of Taxable Acreage identified for each Assessor’s Parcel. Similarly, if the Administrator determines there are multiple Large Lot Parcels in an Assessor’s Parcel, the Maximum Annual Facilities Special Tax shall equal the sum of the Assigned Maximum Annual Facilities Special Tax for all Large Lot Parcels in that Assessor’s Parcel.
c. Assignment of the Maximum Annual Facilities Special Tax to Annexation Parcels.

Upon annexation of property to Improvement Area No. 1, Parcels will be assigned Maximum Annual Facilities Special Taxes using Attachments 2, 3, and 4. Once annexed, these annexed Parcels shall be considered Original and Successor Parcels and will be subject to the same procedures for assignment of the Maximum Annual Facilities Special Tax to Successor Parcels described in Section 4.d. The owner of the Annexation Parcels shall be responsible for paying all costs associated with annexing the Annexation Parcels to Improvement Area No. 1, but otherwise shall not be required to pay any other charge, fee or catch-up special tax in connection with or as a condition of such annexation unless otherwise agreed to by the owner of the Annexation Parcel in connection with the annexation.
d. Assignment of the Maximum Annual Facilities Special Tax to Successor Parcels. As Original Parcels and Successor Parcels are Subdivided through creation of Final Small Lot Subdivision Maps, lot line adjustments or other Parcel amendments through the Subdivision Map Act process, the Administrator shall use the following steps to assign the Maximum Annual Facilities Special Tax to new Successor Parcels. As a result of each assignment of the Maximum Annual Facilities Special Tax upon Subdivision of an Original Parcel or Successor Parcel, the sum of the Maximum Annual Facilities Special Taxes assigned to the newly created Taxable Parcels shall never be less, but may be Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-12
greater, than the Assigned Maximum Annual Facilities Special Tax for that Original Parcel or Successor Parcel.

1. If an Original Parcel or Successor Parcel is Fully Subdivided into Single-Family Parcels with No Remainder Parcel(s). There shall be no net loss of Maximum CFD Special Tax Revenue as a result of the assignment of the Maximum Annual Facilities Special Tax to Single-Family Parcels. The Administrator shall use the following procedures to assign the Maximum Annual Facilities Special Tax to Single-Family Parcels. All references to Maximum Annual Facilities Special Taxes in the attachments are subject to application by the Tax Escalation Factor by the Administrator:

A. Multiply the Maximum Annual Facilities Special Tax per Unit by Tax Category from Attachment 2 by the number of Units for each Single-Family Parcel created by the Subdivision. Sum the Maximum Annual Facilities Special Taxes for all Single-Family Parcels created by the Subdivision.

B. If the sum of Maximum Annual Facilities Special Taxes calculated in Step 4.d.1.A above is equal to or greater than the Assigned Maximum Annual Facilities Special Tax for the Original or Successor Parcel that was Subdivided, assign the Maximum Annual Facilities Special Tax per Unit by Tax Category as calculated in Step 4.1.d.A above to each Single-Family Parcel created by the Subdivision.

C. If the sum of Maximum Annual Facilities Special Taxes calculated in Step 4.d.1.A above is less than the Assigned Maximum Annual Facilities Special Tax for the Original or Successor Parcel that was Subdivided, unless 100 percent of the Units are designated Affordable Units, (i) assign the Maximum Annual Facilities Special Tax for Affordable Units shown in Attachment 2 to each Affordable Unit (if any) and, (ii) Proportionately increase the Maximum Annual Facilities Special Tax per Unit for all Units that are not Affordable Units until the sum of resulting Maximum Annual Facilities Special Taxes from all Units (including Affordable Units) equals the Assigned Maximum Annual Facilities Special Tax for the Original or Successor Parcel that was Subdivided. Assign the Maximum Annual Facilities Special Tax calculated in this step to each new Single-Family Parcel created by the Subdivision.

D. If the sum of Maximum Annual Facilities Special Taxes calculated in Step 4.d.1.A above is less than the Assigned Maximum Annual Facilities Special Tax for the Original or Successor Parcel that was Subdivided and if 100 percent of the Single-Family Parcels created by Subdivision are designated as Affordable Units, increase Proportionately the Maximum Annual Facilities Special Tax per Unit for each Affordable Unit until the sum of Maximum Annual Facilities Special Taxes from all Affordable Units on the new Single-Family Parcels created by the Subdivision equal the Assigned Maximum Annual Facilities Special Tax for the Original or Successor Parcel that was Subdivided. Assign the Maximum Annual Facilities Special Tax calculated in this step to each new Single-Family Parcel created by the Subdivision.

Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-13

2. If Original or Successor Parcel Is Subdivided into Single-Family Parcels and One or More Remainder Parcels. When an Original or Successor Parcel is Subdivided into Single-Family Parcels and one or more Large Lot Parcels (or Remainder Parcels), the Assigned Maximum Annual Facilities Special Tax is apportioned to the Single- Family Parcels and Large Lot Parcels created by the Subdivision in the following manner:

A. Apportion the Assigned Maximum Annual Facilities Special Tax to the area(s) that is/are being Subdivided into Single-Family Parcels and to the area(s) that will be Remainder Parcel(s) on a pro rata basis, based on the percentage share of Taxable Acreage represented by each such area as compared to the total area of the Original or Successor Parcel.

B. For each area Subdivided into Single-Family Parcels, multiply the Maximum Annual Facilities Special Tax per Unit by Tax Category from Attachment 2 by the number of Units for each Single-Family Parcel created by the Subdivision.

Sum the Maximum Annual Facilities Special Taxes for all Single-Family Parcels created by the Subdivision.

C. For each area Subdivided into Single-Family Parcels, if the sum of Maximum Annual Facilities Special Taxes calculated in Step 4.d.2.B above is equal to or greater than the Assigned Maximum Annual Facilities Special Tax apportioned to that area of the Original or Successor Parcel that was Subdivided into Single-Family Parcels, assign the Maximum Annual Facilities Special Tax per Unit by Tax Category as calculated in Step 4.d.2.B above to each Single- Family Parcel created by the Subdivision.

D. For each area Subdivided into Single-Family Parcels, if the sum of Maximum Annual Facilities Special Taxes calculated in Step 4.d.2.B above is less than the Assigned Maximum Annual Facilities Special Tax apportioned to that area of the Original or Successor Parcel that was Subdivided into Single-Family Parcels, unless 100 percent of the Units are designated Affordable Units, (i) assign the Maximum Annual Facilities Special Tax for Affordable Units shown in Attachment 2 to each Affordable Unit (if any) and, (ii) Proportionately increase the Maximum Annual Facilities Special Tax per Unit for all Units that are not Affordable Units until the sum of resulting Maximum Annual Facilities Special Taxes from all Units (including Affordable Units) equals the Assigned Maximum Annual Facilities Special Tax apportioned to that area of the Original or Successor Parcel that was Subdivided into Single-Family Parcels. Assign the Maximum Annual Facilities Special Tax calculated in this step to each new Single-Family Parcel created by the Subdivision.

E. For each area Subdivided into Single-Family Parcels, if the sum of Maximum Annual Facilities Special Taxes calculated in Step 4.d.2.B above is less than the Assigned Maximum Annual Facilities Special Tax apportioned to that area of the Original or Successor Parcel that was Subdivided into Single-Family Parcels and if 100 percent of the Single-Family Parcels created by Subdivision are designated as Affordable Units, increase Proportionately the Maximum Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-14
Annual Facilities Special Tax per Unit for each Affordable Unit until the sum of Maximum Annual Facilities Special Taxes from all Affordable Units on the new Single-Family Parcels created by the Subdivision equal the Assigned Maximum Annual Facilities Special Tax apportioned to that area of the Original or Successor Parcel that was Subdivided into Single-Family Parcels. Assign the Maximum Annual Facilities Special Tax calculated in this step to each new Single-Family Parcel created by the Subdivision.

F. For the Remainder Parcel or Parcels, identify the Maximum Annual Facilities Special Tax for the entire Original or Successor Parcel that has been Subdivided. Sum the Maximum Annual Facilities Special Tax for all Single- Family Parcels created by the Subdivision, including Single-Family Parcels with Affordable Units. Subtract the sum of the Maximum Annual Facilities Special Tax for all Single-Family Parcels from the Assigned Maximum Annual Facilities Special Tax for the Original or Successor Parcel being subdivided and compare it to the Maximum Annual Facilities Special Tax assigned to the Remainder Parcel or Parcels in Step 4.d.2.A. Assign to each Remainder Parcel, the lesser of the calculations in this step or in Step 4.d.2.A, but in no event less than the difference between the previously Assigned Maximum Annual Facilities Special Tax for the Original Parcel or Successor Parcel being Subdivided and the total of the Maximum Annual Facilities Special Tax for all Single-Family Parcels created by such Subdivision.

Once designated as a Remainder Parcel, such Parcel will be considered a Large Lot Parcel for the purposes of future Subdivisions and for the provisions of Sections 4 through 6.

3. If an Original or Successor Parcel is Subdivided creating multiple land uses and Tax Categories or for any rezones of land uses on Original or Successor Parcels:

A. Identify the Assigned Maximum Annual Facilities Special Tax for the Original Parcel or Successor Parcel that is being Subdivided or rezoned.

B. For each Taxable Parcel subject to rezone or created by Subdivision multiply the Maximum Annual Facilities Special Tax per Unit or per Acre by the number of Units or by the number of Acres by the appropriate Tax Category. For each Taxable Parcel created by Subdivision that includes Affordable Units, multiply the number of Affordable Units by the Tax per Unit for such Affordable Units.

C. Sum the Maximum Annual Facilities Special Tax for each Taxable Parcel and compare it to the Assigned Maximum Annual Facilities Special Tax of the Original or Successor Parcel that is subject to rezone or is being Subdivided.

If the sum of Maximum Annual Facilities Special Tax for each Taxable Parcel is greater than the Assigned Maximum Annual Facilities Special Tax for the Original Parcel, the Administrator shall apply the Maximum Annual Facilities Special Tax calculated above for each Taxable Parcel.

D. If the Assigned Maximum Annual Facilities Special Tax for the Original Parcel or Successor Parcel subject to rezone or that is being subdivided is greater Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-15
than the sum of Maximum Annual Facilities Special Tax for each Successor Parcel being created, increase Proportionately the Maximum Annual Facilities Special Tax per Unit or per Acre for all Tax Categories on each Taxable Parcel such that the sum of Maximum Annual Facilities Special Tax for all Taxable Parcels equals the Assigned Maximum Annual Facilities Special Tax for the Original Parcel.

4. If Multifamily Residential Units are Constructed on an Original or Successor Parcel: If a Building Permit for Multifamily Residential—For Rent uses is issued for an Original or Successor Parcel, identify the Maximum Annual Facilities Special Tax for the Taxable Parcel in Attachment 3. Assign this amount as the Maximum Annual Facilities Special Tax for the Parcel.

If a Building Permit for Multifamily Residential—For Sale uses is issued for an Original or Successor Parcel, use the following procedure to assign the Maximum Annual Facilities Special Tax to Successor Parcels.

A. Multiply the Maximum Annual Facilities Special Tax per Unit for High Density Residential Units from Attachment 2 by the number of High Density Residential Units (excluding Affordable Units) created by the Building Permit.

Sum the Maximum Annual Facilities Special Taxes for all High Density Residential Units created by the Building Permit.

B. Multiply the Maximum Annual Facilities Special Tax per Unit High Density Residential Affordable Units from Attachment 2 by the number of High Density Residential Affordable Units created by the Building Permit. Sum the Maximum Annual Facilities Special Taxes for all High Density Residential Affordable Units created by the Building Permit.

C. Sum the results from Section 4.d.4.A and Section 4.d.4.B .and compare it to the Assigned Maximum Annual Facilities Special Tax of the Original or Successor Parcel with the issued Building Permit. If the sum of Maximum Annual Facilities Special Tax for each Taxable Parcel is greater than the Assigned Maximum Annual Facilities Special Tax for the Original Parcel, the Administrator shall apply the Maximum Annual Facilities Special Tax calculated above for each Taxable Parcel.

D. If the Assigned Maximum Annual Facilities Special Tax for the Original Parcel or Successor Parcel subject to the Building Permit is greater than the sum of Maximum Annual Facilities Special Tax for each Successor Parcel being created, increase Proportionately the Maximum Annual Facilities Special Tax per Unit for all Tax Categories on each Taxable Parcel such that the sum of Maximum Annual Facilities Special Tax for all Taxable Parcels equals the Assigned Maximum Annual Facilities Special Tax for the Original Parcel. e. Affordable Units that Become Market-Rate Units. If, in any Fiscal Year, the City Manager, or his or her designee, determines that a Unit that previously had been designated as an Affordable Unit no longer qualifies as such, the Affordable Housing Director shall update the Affordable Unit listing by denoting the change in status of Exhibit A
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Economic & Planning Systems, Inc. (EPS) A-16
the Unit, together with the effective date thereof. For all Affordable Units that are converted to Market-Rate Units, such Units shall be assigned the Maximum Annual Facilities Special Tax per Unit based on their Tax Category as shown in Attachment 2, as adjusted by the Tax Escalation Factor so long as the Special Tax does not decrease on such a Unit.
f. Transfer of the Assigned Maximum Annual Facilities Special Tax from One Large Lot Parcel to Another. The Maximum Annual Facilities Special Taxes shown in Attachment 3 were determined based on the Expected Land Uses for each Large Lot Parcel shown in Attachment 1. If the number of planned residential Units or Nonresidential Acreage is transferred from one Large Lot Parcel to another before recording a Final Small Lot Subdivision Map in any portion of the Large Lot Parcel, the City may, in its sole discretion, allow for a transfer of the Maximum Annual Facilities Special Tax from one Large Lot Parcel to another. Such a transfer shall be allowed only if (1) all adjustments are agreed to in writing by the affected property owners and the CFO, and (2) there is no reduction in the Maximum Annual CFD Special Tax Revenues as a result of the transfer. Should a transfer result in an amendment to Attachments 2, 3, or 4 of the Notice of Special Tax Lien, the requesting property owner shall bear the costs to effect the transfer in the CFD records and prepare the required amendments to the Notice of Special Tax Lien and Attachments 2, 3, or 4.

Before the transfer, the City may require a deposit from the requesting property owner for such costs.
g. Reduction of the Maximum Annual Facilities Special Tax Prior to First Bond Sale. At the request of the Master Builder, the Maximum Annual Special Taxes set forth in Attachments 2, 3 and 4 may be reduced for a given Tax Category, once, prior to the First Bond Sale. The reduction in this paragraph (g) may occur in a single Tax Category or multiple Tax Categories, and there shall be no requirement that the reduction in one Tax Category be proportionate to the reduction in another Tax Category. Such reduction shall be made without a vote of the qualified electors within the CFD following discussion with the Master Builder and the City. Any such reduction shall occur at least 30 days prior to the First Bond Sale. The Special Tax reductions permitted pursuant to this paragraph shall be reflected in an Amended Notice of Special Tax Lien, which the Administrator shall cause to be recorded. h. Conversion of a Tax-Exempt Parcel to a Taxable Parcel. If a Tax-Exempt Parcel is not needed for public use and is converted to a taxable use or transferred to a private owner, it shall become subject to the Facilities Special Tax. The Maximum Annual Facilities Special Tax for the newly Taxable Parcel will be determined using the provisions of Sections 4 and 5 of the RMA.
i. Taxable Parcels Acquired by a Public Agency. A Taxable Parcel that is acquired by a public agency after the CFD is formed will remain subject to the applicable Special Tax unless the Special Tax obligation is satisfied pursuant to Section 53317.5 of the Government Code. An exception to this may be made if a Public Parcel, such as a park site, is relocated to a Taxable Parcel, in which case the previously Tax-Exempt Parcel of comparable acreage becomes a Taxable Parcel and the Maximum Annual Facilities Special Tax from the previously Taxable Parcel is transferred to the new Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-17
Taxable Parcel. This trading of a Parcel from a Taxable Parcel to a Public Parcel will be permitted to the extent there is no net loss in Maximum Annual CFD Special Tax Revenue and the transfer is agreed to by the owners of the Parcels involved in the transfer and the CFO.

5. Administrative Tasks for the Maintenance
Special Tax
This section discusses the administrative tasks for the Maintenance Special Tax, which shall be applicable after the Transition Event.

The provisions of Section 5 shall apply to Improvement Area No. 1. as set forth below:
a. Assignment of the Maximum Annual Maintenance Special Tax to Developed Parcels.

In the Fiscal Year following the Transition Event, the Administrator shall assign the Maximum Annual Maintenance Special Tax to all Developed Parcels using the Maximum Annual Special Tax Rates for the Maintenance Special Tax by Tax Category shown in Attachment 4, as adjusted by the Tax Escalation Factor. b. Assignment of the Maximum Annual Maintenance Special Tax to Successor Parcels.

After the Transition Event, if Original Parcels and Successor Parcels are Subdivided through creation of Final Small Lot Subdivision Maps, lot line adjustments or other Parcel amendments through the Subdivision Map Act process, the Administrator shall use the steps in Section 4.d to assign the Maximum Annual Maintenance Special Tax to new Successor Parcels. When applying Section 4.d after the Transition Event, the Administrator shall substitute Maintenance Special Tax for Facilities Special Tax and shall substitute Maximum Annual Maintenance Special Tax for Maximum Annual Facilities Special Tax.
c. Assignment of the Maximum Annual Maintenance Special Tax to Annexation Parcels.

If Parcels are annexed to Improvement Area No. 1 after formation, the Maximum Annual Maintenance Special Tax shall be assigned to these Annexation Parcels using the definitions in Section 2 and the Maximum Annual Maintenance Special Tax per Unit or Acre shown in Attachment 4 as adjusted by the Tax Escalation Factor applied by the Administrator, unless the Annexation Parcels are annexed with a new set of Maximum Annual Maintenance Special Taxes. Attachment 1 may be amended, or a new attachment created, to include the Annexation Parcels and, if necessary, the applicable tax rates. If new Maximum Annual Maintenance Special Taxes are created, Attachment 4 should be amended to reflect the Maximum Annual Maintenance Special Taxes for the Annexation Parcels. Once annexed, these annexed Parcels shall be considered Original and Successor Parcels and will be subject to the same procedures for assignment of the Maximum Annual Maintenance Special Tax to Successor Parcels described in this section. The owner of the Annexation Parcels shall be responsible for paying all costs associated with annexing the Annexation Parcels to Improvement Area No. 1, but otherwise shall not be required to pay any other charge, fee or catch-up special tax in connection with or as a condition of such annexation unless otherwise agreed to by the owner of the Annexation Parcel in connection with the annexation.

Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-18
d. Affordable Units that Become Market-Rate Units. If, in any Fiscal Year, the City Manager, or his or her designee, determines that a Unit that previously had been designated as an Affordable Unit no longer qualifies as such, the Affordable Housing Director shall update the Affordable Unit listing by denoting the change in status of the Unit, together with the effective date thereof. For all Affordable Units that are converted to Market-Rate Units, such Units shall be assigned the Maximum Annual Maintenance Special Tax per Unit based on their Tax Category as shown in Attachment 4, as adjusted by the Tax Escalation Factor. e. Conversion of a Tax-Exempt Parcel to a Taxable Parcel. If a Tax-Exempt Parcel is not needed for public use and is converted to a taxable use or transferred to a private owner, it shall become subject to the Maintenance Special Tax. The Maximum Annual Maintenance Special Tax for the newly Taxable Parcel will be determined using the provisions of Sections 5 and 6 of the RMA.
f. Taxable Parcels Acquired by a Public Agency. A Taxable Parcel that is acquired by a public agency after the CFD is formed will remain subject to the applicable Special Tax unless the Special Tax obligation is satisfied pursuant to Section 53317.5 of the Government Code. An exception to this may be made if a Public Parcel, such as a park site, is relocated to a Taxable Parcel, in which case the previously Tax-Exempt Parcel of comparable acreage becomes a Taxable Parcel and the Maximum Annual Maintenance Special Tax from the previously Taxable Parcel is transferred to the new Taxable Parcel. This trading of a Parcel from a Taxable Parcel to a Public Parcel will be permitted to the extent there is no net loss in Maximum Annual CFD Special Tax Revenue and the transfer is agreed to by the owners of the Parcels involved in the transfer and the CFO.

6. Assignment of the Maximum Annual Special
Tax
The Administrator shall assign the Maximum Annual Special Tax using the procedures identified below:
a. Classification of Parcels. For purposes of the next Fiscal Year tax levy, by June 30 of each Fiscal Year, using the Definitions in Section 2, the Parcel records of the Assessor’s secured tax roll as of January 1, and other City development approval records, the Administrator shall cause:

1. Each Parcel to be classified as a Taxable Parcel or Tax-Exempt Parcel.

2. Each Parcel to be classified as a Developed Parcel, a Small Lot Tentative Map Parcel, a Large Lot Parcel (including Remainder Parcels), or an Undeveloped Parcel.
b. Assignment of the Maximum Annual Facilities Special Tax to Taxable Parcels. The Maximum Annual Facilities Special Tax will be assigned to each Taxable Parcel each Fiscal Year using the procedures (not all steps may be applicable for each such Parcel) in Section 4.

Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-19
c. Assignment of the Maximum Annual Maintenance Special Tax to Taxable Parcels. In the Fiscal Year following the Transition Event, the Maximum Annual Maintenance Special Tax will be assigned to each Taxable Parcel each Fiscal Year using the procedures (not all steps may be applicable for each such Parcel) in Sections 4 and

5. 7. Calculating Annual Special Taxes
This section discusses the levy of the Facilities Special Tax and the Maintenance Special Tax. Collectively, these Special Taxes are included in the discussion of the assignment of the Maximum Annual Special Taxes. For the period following CFD formation until the Fiscal Year in which the Transition Event occurs, the Maximum Annual Special Tax shall refer to the Facilities Special Tax. Beginning with the Transition Year, the Maximum Annual Special Tax shall refer to the Maintenance Special Tax.

The Administrator will compute the Annual Facilities Costs or Annual Maintenance Costs and determine the annual Special Tax levy for each Taxable Parcel based on the assignment of the Special Tax in Sections 4, 5, and 6. The Administrator then will determine the tax levy for each Taxable Parcel using the following process.

Facilities Special Tax Levy
a. Compute the Annual Facilities Costs using the definition of Annual Facilities Costs in Section 2.
b. For all Taxable Parcels, calculate the Facilities Special Tax levy for each using the following steps:

Step 7.b.1. The Facilities Special Tax shall be lev ied proportionately on all Developed Parcels up to the amount of Annual Facilities Cost or up to 100 percent of the Maximum Annual Facilities Special Tax Revenue for all Developed Parcels, whichever is less.

Step 7.b.2. If additional revenue is needed after Step 7.b.1. , the Facilities Special Tax shall be levied proportionately on each Small Lot Tentative Map Parcel until the revenue from the Facilities Special Tax levy in this step, when added to the levy amount computed in Step 7.b.1. , equals the Annual Facilities Costs, or up to 100 percent of the Maximum Annual Facilities Special Tax Revenue for all Small Lot Tentative Map Parcels.

As necessary, the Facilities Special Tax shall be levied on Small Lot Tentative Map Parcels for the entire portion of Annual Facilities Costs, excluding Pay-As-You-Go Costs.

Step 7.b.3. If additional revenue is needed after Step 7.b.2. , the Facilities Special Tax shall be levied proportionately on each Large Lot Parcel until the revenue from the Facilities Special Tax levy in this step, when added to the levy amount computed through Step 7.b.2. , equals the Annual Facilities Costs, or up to 100 percent of the Maximum Annual Facilities Special Tax Revenue for all Large Lot Parcels. As necessary, the Exhibit A
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Economic & Planning Systems, Inc. (EPS) A-20
Facilities Special Tax shall be levied on Large Lot Parcels for the entire portion of Annual Facilities Costs, excluding Pay-As-You-Go Costs.

Step 7.b.4. If additional revenue is needed after Step 7.b.3 ., the Facilities Special Tax shall be levied on each Undeveloped Parcel until the revenue from the Facilities Special Tax levy in this step, when added to the levy amounts computed through Step 7.b.3. , equals the Annual Facilities Costs, or up to 100 percent of the Maximum Annual Facilities Special Tax Revenue for all Undeveloped Parcels. As necessary, the Facilities Special Tax shall be levied on Undeveloped Parcels for the entire portion of Annual Facilities Costs, excluding Pay-As-You-Go Costs.

Maintenance Special Tax Levy
c. Beginning in the Transition Year, compute the Annual Maintenance Cost using the definition of Annual Maintenance Costs in Section 2.
d. For all Taxable Parcels, calculate the Maintenance Special Tax levy for each using the following steps:

Step 7.d.1. The Maintenance Special Tax shall be le vied proportionately on all Developed Parcels up to the amount of Annual Maintenance Cost or up to 100 percent of the Maximum Annual Maintenance Special Tax Revenue for all Developed Parcels, whichever is less.

Step 7.d.2. If additional revenue is needed after Step 7.d.1. , the Maintenance Special Tax shall be levied proportionately on each Small Lot Tentative Map Parcel until the revenue from the Maintenance Special Tax levy in this step, when added to the levy amount computed in Step 7.d.1. , equals the Annual Maintenance Costs, or up to 100 percent of the Maximum Annual Maintenance Special Tax Revenue for all Small Lot Tentative Map Parcels.

Step 7.d.3. If additional revenue is needed after Step 7.d.2. , the Maintenance Special Tax shall be levied proportionately on each Large Lot Parcel until the revenue from the Maintenance Special Tax levy in this step, when added to the levy amount computed through Step 7.d.2. , equals the Annual Maintenance Costs, or up to 100 percent of the Maximum Annual Maintenance Special Tax Revenue for all Large Lot Parcels.

Step 7.d.4. If additional revenue is needed after Step 7.d.3 ., the Maintenance Special Tax shall be levied on each Undeveloped Parcel until the revenue from the Maintenance Special Tax levy in this step, when added to the levy amounts computed through Step 7.d.3 ., equals the Annual Maintenance Costs, or up to 100 percent of the Maximum Annual Maintenance Special Tax Revenue for all Undeveloped Parcels. e. Levy on each Taxable Parcel the amount calculated above. f. Prepare the Tax Collection Schedule and, unless an alternative method of collection has been selected pursuant to Section 10 , send it to the County Auditor requesting Exhibit A
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Economic & Planning Systems, Inc. (EPS) A-21
that it be placed on the general, secured property tax roll for the Fiscal Year. The Tax Collection Schedule will be sent no later than the date required by the County Auditor for such inclusion.

The Administrator will make every effort to calculate the Special Tax correctly for each Parcel. It will be the burden of the taxpayer to identify any errors in determining which Parcels are subject to the tax and their Special Tax assignments.

8. Prepayment of the Facilities Special Tax
Obligation
Calculations of a Prepayment shall reflect the Improvement Area within which the Parcel seeking to prepay resides. A property owner may at any time prepay either 25 percent or 50 percent of the Full Prepayment, except that the City may allow a partial prepayment of any percentage up to 50 percent of the Full Prepayment to be made as a “buy down” of the rate for purposes of marketing the property by a builder or developer of land to be sold for Residential Use. In the event such a builder or developer has prepaid a portion of the Facilities Special Tax, the allowable 25 percent or 50 percent partial prepayment of the Facilities Special Tax that can be made by a subsequent owner shall be reduced by the amount so prepaid by the builder or developer. Full Prepayment is permitted only for Nonresidential Use Parcels; Full Prepayment is not allowable for Residential Use Parcels.

Prepayments must be made in sufficient time to, in the City’s opinion, have the Prepayment reflected in the following Fiscal Year’s Special Tax levy.

Prepayment is permitted only under the following additional conditions:
• The landowner prepaying the Facilities Special Tax on a Parcel has paid any delinquent Facilities Special Tax and penalties on that Parcel at or before or at the time of Prepayment.
• Following Prepayment, amounts in any debt service reserve fund are equal to or greater than the reserve fund requirement.
• The City determines that the Prepayment will not jeopardize its ability to make timely payments of Debt Service and maintain a 110 percent annual Debt Service coverage based on Maximum Annual Special Tax Revenues in all years in which issued Bonds will be outstanding.
• The portion of the Prepayment for the Development Impact Fee Deferral shall only be used to pay for the Development Impact Fee Deferral whether it was or is to be funded through annual special tax payments or through bonded indebtedness.

When permitted, the Administrator shall calculate Prepayments using the following steps:
a. The Full Prepayment amount shall be established by following the steps below:

Step 8.a.1: Determine the percentage of the Maximum Facilities Special Tax for the Taxable Parcel for which the Facilities Special Tax is to be prepaid using Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-22
the provisions of Sections 4, 5, and 6. If the Parcel is not designated as a Developed Parcel, determine the applicable Facilities Special Tax for the Parcel assuming it is a Developed Parcel.

Step 8.a.2: Increase the Maximum Facilities Special Tax by 2 percent per annum for the longer of (i) 30 years from the year in which the Parcel was first subject to the Facilities Special Tax as a Developed Parcel, or (ii) the end of the then-remaining Initial Bonding Period.

Step 8.a.3: Using a discounted rate equal to the mo st current yield for the 30-Year Treasury Constant Maturity, calculate the net present value of the revenue stream determined Step 8.a.2 . If this yield is no longer available, the Administrator will select a yield rate from the most comparable type of security.

Step 8.a.4: Calculate this Parcel’s Maximum Annual Facilities Special Tax as a percentage of the Maximum Annual Facilities Special Tax Revenue, assuming all Taxable Parcels are Developed Parcels to determine the Benefit Share for the prepaying Parcel. Multiply the Benefit Share by the Outstanding Bonds to determine the Bond Share for the prepaying Parcel. Multiply the Benefit Share by the Remaining Facilities Costs, as increased by ENR-CCI from the Base Year, to determine the Remaining Facilities Cost Share for the prepaying Parcel. Add the Bond Share to Remaining Facilities Cost Share for the prepaying Parcel.

Step 8.a.5: Use the greater of the amounts determi ned in Step 8.a.3 or Step 8.a.4 for the following calculations.

Step 8.a.6: Add to the amount from in Step 8.a.5 interest on the Bonds being redeemed to the next redemption date.

Step 8.a.7: Add to the amount calculated in Step 8.a.6 a redemption premium on the Bonds being redeemed (if any) as identified in the Bond Indenture(s).

Step 8.a.8: Add to the amount calculated in Step 8.a.7 the Development Impact Fee Deferral amount applicable to the Parcel, as adjusted for inflation. If Bonds have been issued to finance the Development Impact Fee Deferral, follow Steps 8.a.2 and 8.a.3 , using for Step 8.a.2 the longer of (i) 30 years from the year in which the Parcel was first subject to the Facilities Special Tax during the Deferral Bonding Period, or (ii) the end of the then-remaining Deferral Bonding Period.

Step 8.a.9: Add the administrative cost of processi ng the Prepayment to the amount calculated in Step 8.a.8.

Step 8.a.10: The amount in Step 8.a.9 is the amount of the Full Prepayment of the Maximum Annual Special Tax for the Taxable Parcel.
b. Partial Prepayments will be calculated as described below:

Exhibit A
March 3, 2023

Economic & Planning Systems, Inc. (EPS) A-23
The amount of any Partial Prepayment is limited to a maximum of 50 percent of the Full Prepayment amount determined in Step 8. a.10 . When a Partial Prepayment is made, the full amount of Administrative fees and expenses determined in Step 8.a.7 shall be included in the Partial Prepayment calculation. The Facilities Special Tax that can be levied on a Parcel after a Partial Prepayment is made is equal to the Maximum Facilities Special Tax multiplied by one minus the percentage that has been prepaid.

9. Interpretation, Application, and Appeal of
Special Tax Formula and Procedures
Any taxpayer who feels the amount of the Special Tax assigned to a Parcel is in error may file a notice with the CFO appealing the levy of the Special Tax. The CFO then will promptly review the appeal and, if necessary, will meet with the applicant. If the CFO verifies that the tax should be modified or changed, the Special Tax levy will be corrected and, if applicable in any case, a credit or refund will be granted.

Interpretations may be made by the City, without Resolution or Ordinance of the Council, for purposes of clarifying any vagueness or ambiguity as it relates to the Special Tax rate, the method of apportionment, the classification of properties, or any definition applicable to the CFD.

Without Council approval, the CFO may make minor, non-substantive administrative and technical changes to the provisions of this RMA that do not materially affect the rate, method of apportionment, or manner of collection of the Special Tax for purposes of administrative efficiency or convenience or to comply with new applicable federal, state, or local law.

The City, upon request of an owner of land in Improvement Area No. 1 that is not a Developed Parcel, also may amend this RMA in any manner acceptable to the City, without Resolution or Ordinance of the Council, upon the affirmative vote of such owner and without the vote of owners of any other land in Improvement Area No. 1, provided such amendment is only applicable to such owner’s land and does not reduce the total Maximum Annual CFD Special Tax Revenue.

10. Manner of Collection
The Special Tax will be collected in the same manner and at the same time as ad valorem property taxes, provided, however, the Administrator or its designee may directly bill the Special Tax and may collect the Special Tax at a different time, such as on a monthly or other periodic basis, or in a different manner, if necessary, to meet the City’s financial obligations.

LDR/RS-DS
AR-6

LDR/RS-DS
AR-5

LDR/RS-DS
AR-4

LDR/RS-DS
AR-11

LDR/RS-DS
AR-12
AR-21
AR-25

LDR/RS-DS
AR-34

LDR/RS-DS
AR-26

LDR/RS-DS
AR-22

LDR/RS-DS
AR-13

LDR/RS-DS
AR-30

LDR/RS-DS
AR-35

LDR/RS-DS
AR-24
AR-37
AR-32

MDR/RS-DS
AR-33
P/R
AR-66
AR-72A
OS
AR-71
OS
AR-75
OS
AR-81
OS
AR-79
OS
OS
AR-80
P/R
AR-64AMDR/RS-DS

MDR/RS-DS

MDR/RS-DS
LOT A1-A
(WESTBROOK

BOULEVARD &

INTERIOR ROADS)
LOT A7
(WESTBROOK

BOULEVARD &

INTERIOR ROADS)
LOT A2-B
(WESTBROOK

BOULEVARD &

INTERIOR ROADS)
LOT A4-A
(WESTBROOK

BOULEVARD &

INTERIOR ROADS)
LOT A9-C
(WESTBROOK

BOULEVARD &

INTERIOR ROADS)

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3301 C St, Bldg. 100-B Tel 916.341.7760
Fax 916.341.7767Sacramento, CA 95816
Attachment 1
DRAFT
Attachment 2
Amoruso Ranch CFD No. 1 (Public Infrastructure)
Maximum Annual Facilities Special Taxes by Tax Category for the Base Year of FY 2023-24 (Improvement Area No. 1) [1] Before After
Transition Transition
Expected Land Uses (Tax Category) Event Event
[1]
Residential Uses
per Unit per Unit
Low Density Residential (LDR) $4,300.00 $0.00
Large Lots AR-4, AR-5, AR-6, AR-11, AR-34, AR-35
Low Density Residential (LDR) $3,600.00 $0.00
Large Lots AR-12, AR-13, AR-22, AR-24, AR-26, AR-30
Medium Density Residential (MDR) $3,000.00 $0.00
High Density Residential (HDR) [2]
High Density Residential (HDR) For-Sale [2] $0.00 $0.00 High Density Residential (HDR) For-Rent [2] $0.00 $0.00 Affordable Medium Density Residential $1,500.00 $0.00
Affordable High Density Residential [2] $0.00 $0.00
Very Low Affordable High Density Residential [2] $0.00 $0.00 Nonresidential Uses [2] per Taxable Acre per Taxable Acre Mixed Use (MU) [2] $0.00 $0.00
Business Professional (BP) [2] $0.00 $0.00
Community Commercial (CC) [2] $0.00 $0.00
Undeveloped Property $27,772.37 $0.00
att2
[1] This amount is subject to increase by the Tax Escalation Factor in each Fiscal Year following the Base Year as described in this RMA.
[2] If a Low Density Residential, Medium Density Residential or Affordable Medium Density Residential Parcel with a Special Tax is rezoned to a use with an identified Special Tax of $0 in this attachment, the Special Tax would be assigned to the Parcel using the provisions of Section 4 of this RMA.

Facilities Special Tax per Unit/Taxable Acre
Prepared by EPS 3/14/2023 Z:\Shared\Projects\SAC\222000\222064 Roseville Amoruso Ranch CFD Formation\Models\222064 model DRAFT
Attachment 3
Amoruso Ranch CFD No. 1 (Public Infrastructure)
Assigned Maximum Annual Facilities Special Taxes for Original Parcels for the Base Year of FY 2023-24 (Improvement Area No. 1) Large Lot
Number [1] Original Parcel(s) Tax Category Acres
Planned
Units
Improvement Area No. 1 [2] [3] [2] [3] [2] [3]
Phase 1 (Sub-phase 1A)
AR-4
017-480-001-000 LDR 7.21 31 4.30 $4,300 $0 $133,300
AR-5 017-480-003-000 LDR 2.39 10 4.18 $4,300 $0 $43,000 AR-6 017-480-004-000 LDR 5.37 25 4.66 $4,300 $0 $107,500 AR-11 017-480-023-000 LDR 8.24 38 4.61 $4,300 $0 $163,400 AR-12 017-480-007-000 LDR 3.13 16 5.11 $3,600 $0 $57,600 AR-13 017-480-006-000 LDR 5.39 30 5.57 $3,600 $0 $108,000 AR-21 017-480-009-000 MDR 2.05 15 7.32 $3,000 $0 $45,000 AR-22 017-480-010-000 LDR 6.05 32 5.29 $3,600 $0 $115,200 AR-24 017-480-030-000 LDR 2.50 12 4.80 $3,600 $0 $43,200 AR-25 017-480-011-000 MDR 5.29 38 7.18 $3,000 $0 $114,000 AR-26 017-480-012-000 LDR 9.26 48 5.18 $3,600 $0 $172,800 AR-30 017-480-013-000 LDR 2.89 13 4.50 $3,600 $0 $46,800 AR-32 017-480-046-000 MDR 7.78 58 7.46 $3,000 $0 $174,000 AR-33 017-480-045-000 MDR 5.14 42 8.17 $3,000 $0 $126,000 AR-34 017-480-021-000 LDR 3.21 14 4.36 $4,300 $0 $60,200 AR-35 017-480-019-000 LDR 4.82 20 4.15 $4,300 $0 $86,000 AR-37 017-480-031-000 MDR 4.96 39 7.86 $3,000 $0 $117,000 AR-64A Por. 017-480-014-000 Park 0.74 n/a n/a $0 $0 $0
AR-71 017-480-002-000 OS/(Paseos) 0.33 n/a n/a $0 $0 $0 AR-72A Por. 017-480-048-000 OS/(Paseos) 0.64 n/a n/a $0 $0 $0 AR-75 017-480-008-000 OS/(Paseos) 0.84 n/a n/a $0 $0 $0 AR-79 017-480-018-000 OS/(Paseos) 0.39 n/a n/a $0 $0 $0 AR-80 017-480-047-000 OS/(Paseos) 1.16 n/a n/a $0 $0 $0 AR-81 017-480-022-000 OS/(Paseos) 1.19 n/a n/a $0 $0 $0 A1-A 0 ROW 6.30 n/a n/a $0 $0 $0
A2-B 0 ROW 1.07 n/a n/a $0 $0 $0
A4-A 0 ROW 7.00 n/a n/a $0 $0 $0
A-7 0 ROW 0.41 n/a n/a $0 $0 $0
A9-C 0 ROW 0.13 n/a n/a $0 $0 $0
Totals 105.88 481 $1,713,000
att3
[1] Indicates village identifier assigned by City in the Amoruso Ranch Specific Plan. [2] This amount may be increased by the Tax Escalation Factor in each Fiscal Year following the Base Year as described in this RMA. [3] If amended to include Annexation Parcels, the Maximum Annual Special Tax for Annexation Parcels would also be subject to the Tax Escalation Factor.

Assigned
Maximum Annual
Facilities Special
Tax per Unit
Assigned
Maximum Annual
Facilities Special
Tax per Taxable
Acre
Assigned
Maximum Facilities
Special Tax per
Village
Expected Land Uses
Planned
Units per
Acre
Prepared by EPS 3/14/2023 Z:\Shared\Projects\SAC\222000\222064 Roseville Amoruso Ranch CFD Formation\Models\222064 model DRAFT
Attachment 4
Amoruso Ranch CFD No. 1 (Public Infrastructure)
(Improvement Area No. 1
Maximum Annual Maintenance Special Taxes by Tax Category for the Base Year of FY 2023-24 (Improvement Area No. 1) [1] Before After
Transition Transition
Expected Land Uses (Tax Category) Event Event
[1] [1]
Residential Uses
per Unit per Unit
Low Density Residential (LDR) $0.00 $2,150.00
Large Lots AR-4, AR-5, AR-6, AR-11, AR-34, AR-35
Low Density Residential (LDR) $0.00 $1,800.00
Large Lots AR-12, AR-13, AR-22, AR-24, AR-26, AR-30
Medium Density Residential (MDR) $0.00 $1,500.00
High Density Residential (HDR) [2]
High Density Residential (HDR) For-Sale [2] $0.00 $0.00 High Density Residential (HDR) For-Rent [2] $0.00 $0.00 Affordable Medium Density Residential $0.00 $750.00
Affordable High Density Residential [2] $0.00 $0.00
Very Low Affordable High Density Residential [2] $0.00 $0.00 Nonresidential Uses [2] per Taxable Acre
Mixed Use (MU) [2] $0.00 $0.00
Business Professional (BP) [2] $0.00 $0.00
Community Commercial (CC) [2] $0.00 $0.00
Undeveloped Property $0.00 $0.00
att4
[1] This amount is subject to increase by the Tax Escalation Factor in each Fiscal Year following the Base Year as described in this RMA.
[2] If a Low Density Residential, Medium Density Residential or Affordable Medium Density Residential Parcel with a Special Tax is rezoned to a use with an identified Special Tax of $0 in this attachment, the Special Tax would be assigned to the Parcel using the provisions of Section 4 of this RMA.

Maintenance Special Tax per Unit/Taxable Acre
Prepared by EPS 3/14/2023 Z:\Shared\Projects\SAC\222000\222064 Roseville Amoruso Ranch CFD Formation\Models\222064 model 1 Sheet of 1

AMORUSO RANCH
BEING A PORTION OF SECTIONS 11 AND 14,
T. 11 N., R. 5 E., MOUNT DIABLO MERIDIAN

CITY OF ROSEVILLE COUNTY OF PLACER STATE OF CALIFORNIA

PROPOSED BOUNDARY MAP
(PUBLIC FACILITIES)
NOVEMBER 2022

BUILDING RELATIONSHIPS ONE PROJECT AT A TIME
3301 C St, Bldg. 100-B Tel 916.341.7760
Fax 916.341.7767Sacramento, CA 95816
COMMUNITIES FACILITIES DISTRICT NO. 1
LEGEND

BOOK OF COMMUNITY FACILITIES DISTRICT, PAGE LEGEND

CITY CLERK'S MAP STATEMENT

CITY CLERK'S MAP FILING STATEMENT

RECORDER'S STATEMENT

Map 1

B-1

EXHIBIT B

City of Roseville
Amoruso Ranch Specific Plan
Community Facilities District No. 1
(Public Facilities)
Placer County, California

LIST OF AUTHORIZED FACILITIES AND SERVICES

AUTHORIZED FACILITIES

Transportation Improvements
Public roadway improvements designed to meet the needs of the project, including those improvements identified in the project Development Agreement (DA), including but not limited to;
• Westbrook Boulevard
• West Sunset Boulevard

Eligible roadway improvements include the following items: acquisition of land and easements; roadway design; project management; geotechnical engineering, testing and observations; bridge crossings and culverts; clearing, grubbing, and demolition; grading, intract subdivision roadway improvements, soil import/export, paving (including slurry seal), and decorative/enhanced pavement concrete or pavers; power pole relocations; joint trenches, underground utilities, and undergrounding of existing utilities; dry utilities and appurtenances; curbs, gutters, sidewalks, bike trails (including on- and off-site), park and ride facilities, bus rapid transit improvements, including transfer stations and regional public transit impr ovements; retaining walls, sound walls, enhanced fencing, and access ramps; street lights, signalization, and traffic signal control systems; bus turnouts; signs and striping; erosion control; median and parkway landscaping and irrigation; entry monumentation; bus shelters; masonry walls; traffic control and agency fees; and other improvements related thereto. Eligible improvements for the roads listed above also include any and all necessary underground potable and non-potable water, sanitary sewer, dry utilities, and storm drainage system improvements.

Potable and Non-Potable Water System Improvements
Authorized facilities include any and all on - and off-site backbone water facilities designed to meet the needs of development of the project. These facil ities include potable and non-potable mains, valves, services, and appurtenances; wells; and water treatment and storage facilities, and related improvements, including but not limited to: site clearing, grading, and paving; curbs and gutters; recycled water storage tanks, booster pump stations, and all appurtenances thereto; wells; water treatment; stand-by generator; site lighting, drainage, sanitary sewer, and water service; landscaping and irrigation; access gates and fencing; striping and signage; and the following:
• Water lines in/associated with authorized facility roads • Recycled water lines in/associated with authorized facility roads • Well construction or financial contributions thereto

B-2
• Water Tank Site Improvements
• Recycled Water Storage Tank Facility or financial contributions thereto

Drainage System Improvements
Authorized facilities include any and all on- and off-site backbone drainage and storm drainage improvements designed to meet the needs of development of the project. These facilities include mains, pipelines and appurtenances, outfalls and water quality measures, temporary drainage facilities, detention/retention basins, and drainage pretreatment facilities; drainage ways/channels, pump stations, landscaping, and irrigation; access roads, gates, and fencing; striping and signage; and the following:
• All storm drain lines and facilities in/associa ted with authorized facility roadways • Retention, detention, hydro-modification, and other drainage facilities

Wastewater System Improvements
Authorized facilities include any and all on - and off-site backbone wastewater facilities designed to meet the needs of development of the project. These facilities include pipelines and all appurtenances thereto; manholes; tie -in to existing main line; force mains; lift stations; storage tanks; odor-control facilities; sewer treatment plant improvements and permitti ng related thereto; and related sewer system improvements, including but not limited to:
• All wastewater facilities in/associated with authorized facility roadways • Sewer pump station/lift station

Roseville City CouncilApril 5, 2023

Roseville City Council
April 5, 2023