Agenda packet — Redlands City Council, February 4, 2025 (part 3 of 3)

Amend the first sentence as follows:
“Concrete shall be removed to neatly sawed edges with saw cuts made to a minimum depth of 4 inches (102 mm).”
Amend the third sentence as follows:
“No section to be replaced shall be smaller than 36 inches (1 m) in either length or width.” Amend the fourth sentence as follows:
“If the saw cut in sidewalk or driveway would fall within 36 inches (914 mm) of a construction joint, expansion joint, or edge, the concrete shall be removed to the joint or edge, except that where Redlands Regular Meeting of 2-4-2025 766 of 995
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the saw cut would fall within 12 inches (300mm) of a score mark, the saw cut shall be made in and along the score mark.”
Amend the fifth sentence as follows:
“curb and gutter shall be sawed to a depth of 4 inches (102 mm) on a neat line at right angles to the curb face.”
300-1.3.2 (d) Striping and Markings. All existing striping, markings and raised pavement markers shown to be removed or necessary to be removed from paving areas. This item includes removal in compliance with applicable laws and cleanup of residue from the operation.

All striping, markings and raised pavement markers removed beyond the limits shown on the plans for and/or at the convenience of the Contractor shall be replaced at the Contractor’s expense. 300-1.3.2 (e) Structures. All existing concrete structures (reinforced or non-reinforced) as shown on the plans to be removed or abandoned, including but not limited to, undersidewalk drains, manholes, headwalls, bulkheads, drop inlet structures, energy dissipaters, catch basins, vaults and pipelines. Abandonment shall include all cuts and concrete plugs necessary to seal ends or openings of abandoned pipes or structures.
300-1.3.2 (f) Rock Curbs. All rock from rock curb removals, as shown on the plans or required for construction of the project, shall be transported, delivered and unloaded at a storage site as directed by the Engineer.
300-1.3.2 (g) Miscellaneous Removals. All other removals of facilities, as shown on the plans but not covered under separate bid items, and any underground facilities found during the work and not shown on the plans shall be performed. The City has endeavored to show all known underground facilities but is not responsible for unknown or abandoned facilities. Unknown underground facilities shall be paid as extra work.
300-1.3.2 (h) Miscellaneous Relocations. All relocation work as shown on the plans or required for construction of the project, but not covered under separate bid items, shall be included as a part of Subsection 300-1 Clearing and Grubbing. All relocation work performed as a part of clearing and grubbing work shall conform to the requirements and specifications of the agency or utility having jurisdiction over the item to be relocated.
300-1.4 Payment. - Add the following sentence to paragraph 1:

Payment for work on this item shall be made as a percentage of the work completed at each monthly payment.
300-2 UNCLASSIFIED EXCAVATION.
300-2.2.2 Wet Material. - Amend the second sentence of the paragraph:
“If such high moisture content is not the result of any action on the part of the Contractor, or inaction in protecting the work during the course of the contract, the work involved will be paid for in the following manner: Over-excavation and disposal work shall be considered “extra work,” Redlands Regular Meeting of 2-4-2025 767 of 995
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with backfill and compaction of crushed aggregate base paid under the appropriate bid item in these specifications.”
300-12 MISCELLAENOUS GRADING. The parkway, whether landscaping exists or not, shall be graded and compacted to achieve drainage towards the street at a slope of 2%. Grading shall be coordinated such that it is the last item of work to be completed, prior to site clean-up. Loose material and dirt shall be raked, compacted and distributed throughout the parkway area. Areas adjacent to installed improvements must be graded to a level within one inch from the finished surface. Extra dirt/fill shall be removed from the project in accordance with Specifications.

The Contractor, at his expense shall photo-document pre-construction conditions prior to starting excavating. After construction is completed, the Contractor shall photo-document the finished grade. The Contractor shall provide the City with said photos with addresses identifying each property location, the direction the photograph was taken (facing North, South etc). The Contractor shall keep a copy of the photos (either electronically or hard copy) and provide the City with electronic copies of the photos.

SECTION 301 - TREATED SOIL, SUBGRADE PREPARATION AND

PLACEMENT OF BASE MATERIALS
301-1 SUBGRADE PREPARATION.
301-1.3 Relative Compaction. - Amend the second sentence of paragraph 1 as follows:
“When base material, curb, gutter, alley pavement, driveways, or sidewalks are to be placed on the subgrade material, the top 6 inches (150mm) of such subgrade material shall be compacted to a relative compaction of 95 percent.”
301-2.1 General. – Add the following paragraphs:

The contractor shall use ‘crushed aggregate base’ or ‘crushed miscellaneous base, fine graded’ as the base material. The use of ‘processed miscellaneous base,’ ‘select subbase,’ or ‘disintegrated granite’ shall not be used as base material.

The contractor may use ‘pulverized miscellaneous base’ (grindings) as part of the crushed base material. Said grindings shall be uncontaminated and placed in an even thickness as the lower course of crushed base material. Spreading and compacting shall comply with Sections 301-2.2 and 301-2.3.
301-2.3 Compacting. – Amend the second sentence of paragraph 3 as follows:
“Compaction in the excepted areas shall be as specified in 211-1 with each layer of compacted base material having a minimum relative compaction of 95 percent.” 301-2.4 Measurement and Payment. – Add the following paragraph:

Payment shall be made for cold-planing, storing, placing, and compacting reprocessed asphalt concrete pavement (grindings) as part of the crushed aggregate base (CAB) material. The volume of grindings placed shall be figured and a tonnage figure computed using 9.35 kg/m^3 (150 pounds Redlands Regular Meeting of 2-4-2025 768 of 995
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per cubic foot). This tonnage figure shall be paid as part of the crushed aggregate base tonnage for this project.
301-7 FULL DEPTH RECLAMATION WITH MECHANICAL STABILIZATION (FDR25) 301-7.1 Description. This rehabilitation alternative consists of pulverizing the existing asphalt concrete (AC) layer along with the underlying unbound material to a depth of 6, 9 or 12 inches per plan and specifications. The properties of this layer are considered to be similar to an Aggregate Subbase material with a modulus of at least 25 ksi.

The manufacture of the recycled base course shall be done in-place by pulverizing and blending the existing AC layer and base materials, if present. The process shall be accomplished in accordance with these specifications and conform to the lines and grades shown in the plans or as established by the engineer.
301-7.2 Construction. The asphalt concrete surfacing and underlying base materials shall be pulverized such that 100 percent of the material will pass a two-inch sieve and a minimum of 90 percent will pass a one and one-half inch sieve. All materials other than rock and pulverized asphalt concrete shall be broken up such that these materials will pass a one inch sieve. The pulverized materials shall be free of roots, weeds, wood, and construction debris. All grass and other vegetation shall be removed from the edge of the exiting pavement or lip of gutter pan to prevent contamination of the pulverized bituminous material during the milling operation.

Trimming and disposal of excess material, if required, will be performed on the intimate mixture of pulverized asphalt concrete, base materials and subgrade soil. Excess pulverized material is the surplus that results after trimming and grading the pulverized pavement section to the lines and grades matching existing and/or per plans and specifications.

Do not start pulverized roadbed activities if the ambient air temperature is below 40F. If the ambient air temperature falls below 40F, you may only compact and finish pulverized roadbed.

Before starting daily pulverized roadbed activities, sweep the pulverized roadbed area constructed the previous day to remove loose material.
301-7.3 Surface Preparation. Before pulverized roadbed activities start, prepare the existing roadway surface by:

1. Clearing foreign matter including vegetation

2. Removing standing water

3. Referencing the profile and cross slope

4. Marking the proposed longitudinal cut lines on the existing pavement as follows:

4.1. Cut lines must coincide with points where the existing cross slope changes, approximately at the centerline and edge of traveled way

4.2. Cut lines must indicate the sequence of the cuts

5. Referencing existing lane lines and striping layout
Redlands Regular Meeting of 2-4-2025 769 of 995
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Final subgrade surface shall slope away from the street centerline to a maximum of 3% grade.

Pulverized asphalt material must be used as base material to meet new cross slope requirements.

Native sub-grade material may need to be hauled off to allow for the use of all pulverized base material. No additional compensation will be allowed for any sub-grade removal and haul-off if required. Any contaminated material will be removed and disposed of by the contractor off site at his expense. Any shortage of material, caused by premature disposal of the indicated surplus material by the contractor, shall be replaced by it and no additional compensation will be allowed for such replacement.
301-7.4 Spreading, Mixing, and Compacting. Do not use a heating device to soften the pavement. Remove any visible oversized materials in the pulverized roadbed mixture prior to shaping and compacting. If you encounter unstable subgrade or rocks greater than 4 inches in the roadway section, notify the Engineer. The Engineer determines the extent of the unsuitable material and the corrective measures to be taken.

According to the Section 301-2.3, the compaction shall always be commenced along the edge of the area to be compacted and the roller shall gradually advance toward the center of the area to be compacted. Rollers shall be operated along lines parallel or concentric with the centerline of the road being constructed, and no material variation therefrom will be permitted. All rollers must be maintained in good mechanical and working condition.

The relative compaction of each layer of compacted base material shall not be less than 95 percent.

ASTM D2922, Methods of Density of Soil and Soil Aggregate in Place by Nuclear Methods, (or ASTM D1556). After compaction, the sub-grade shall be firm, and unyielding. 301-7.5 Finishing. The finished pulverized roadbed surface must not vary more than 0.05 foot from the lower edge of a 12-foot straight edge laid in directions parallel and perpendicular to the centerline. Variations within the above specified tolerances shall be compensating so that the average grade and cross section specified are met. The finished surface must be free from segregation, tearing, and scarring, and have a uniform surface texture throughout the work limits. 301-8 FULL DEPTH RECLAMATION WITH CEMENT STABILIZATION (FDR-200) 301-8.1 Description. This rehabilitation alternative consists of pulverizing the existing asphalt concrete (AC) layer along with the underlying unbound material to a depth of 6, 9 or 12 inches per plan and specifications. The properties of this layer are considered to be similar to an Aggregate Subbase material with a modulus of at least 200 ksi.

The manufacture of the recycled base course shall be done in-place by pulverizing and blending the existing AC layer and base materials, if present, and adding cement. Micro-cracking of the completed cement stabilized surface is required before HMA is to be placed directly on top of the cement treated surface, regardless of the AC thickness. The process shall be accomplished in accordance with these specifications and conform to the lines and grades shown in the plans or as established by the engineer.

Redlands Regular Meeting of 2-4-2025 770 of 995
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The cement content must be 2% by dry weight of FDR with cement with a dry unit weight of 130 lb/cu ft for 6” FDR section. The cement content must be 3% by dry weight of FDR with cement with a dry unit weight of 130 lb/cu ft for 9” FDR section. The cement content must be 4% by dry weight of FDR with cement with a dry unit weight of 130 lb/cu ft for 12” FDR section. Cement must be Type II or Type V Portland cement specified in ASTM C 150/150M. 301-8.2 Construction. The asphalt concrete surfacing and underlying base materials shall be pulverized such that 100 percent of the material will pass a two-inch sieve and a minimum of 90 percent will pass a one and one-half inch sieve. All materials other than rock and pulverized asphalt concrete shall be broken up such that these materials will pass a one inch sieve. The pulverized materials shall be free of grass and vegetation, and construction debris to prevent contamination of the pulverized materials. Mixing shall continue until, and at the speed of the recycling unit adjusted to ensure, a homogenous mixture of the above materials and pulverized materials are achieved.

Do not start pulverized roadbed activities if the ambient air temperature is below 40F. If the ambient air temperature falls below 40F, you may only compact and finish pulverized roadbed.

Before starting daily pulverized roadbed activities, sweep the pulverized roadbed area constructed the previous day to remove loose material.
301-8.3 Surface Preparation. Before pulverized roadbed activities start, prepare the existing roadway surface by:

1. Clearing foreign matter including vegetation

2. Removing standing water

3. Referencing the profile and cross slope

4. Marking the proposed longitudinal cut lines on the existing pavement as follows:

4.1. Cut lines must coincide with points where the existing cross slope changes, approximately at the centerline and edge of traveled way

4.2. Cut lines must indicate the sequence of the cuts

5. Referencing existing lane lines and striping layout
Final pavement surface shall slope away from the street centerline to a maximum of 3% grade.

Pulverized material must be used as base material to meet new cross slope requirements. Native sub-grade material may need to be hauled off to allow for the use of all the pulverized base material. No additional compensation will be allowed for any sub-grade removal and haul-off if required. Any contaminated material will be removed and disposed of by the contractor off site at his expense. Any shortage of material, caused by premature disposal of the indicated surplus material by the contractor, shall be replaced by it and no additional compensation will be allowed for such replacement.

Redlands Regular Meeting of 2-4-2025 771 of 995
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301-8.4 Spreading, Mixing, and Compacting. Do not use a heating device to soften the pavement. Remove any visible oversized materials in the pulverized roadbed mixture before shaping and compacting. If you encounter unstable subgrade or rocks greater than 4 inches in the roadway section, notify the Engineer. The Engineer determines the extent of the unsuitable material and the corrective measures to be taken.

Recycling shall be performed to the depth provided in the plans, while incorporating stabilizing agents, mineral filler, additional aggregate and water. Mixing shall continue until, and the speed of the recycling unit adjusted to ensure, a homogenous mixture of the above materials and pulverized materials is achieved. Pre-cutting, grading and light compacting of the recycled material shall be performed prior to incorporation of the stabilizing. Spread cement uniformly over the full roadway surface width. Do not spread cement more than 30 minutes before mixing. Do not apply dry cement in windy conditions that will result in dust outside the FDR with cement area. The application rate must be the mix design rate or the ordered application rate in lb/sq yd ±

0.5 percent. The application rate of all stabilizing agents shall be continuously monitored. If the measured application rate falls outside the above tolerance, then the recycling operations shall be stopped and corrected before proceeding. Do not spread cement and aggregate before pulverizing.

Water must be injected through the pulverizing machine. The injection rate of mixing water must be sufficient to produce the FDR with cement material mixing moisture content. The water content of the stabilized material shall be monitored closely to ensure proper compaction. Mark where the center of the pulverizing drum stops. Start the following cut on this alignment at least 2 feet behind the mark. Before compacting, remove solids larger than 3 inches in any dimension by hand.

Immediately after pulverizing and mixing, compact FDR with cement to the minimum relative compaction. Do not allow more than 2 hours between final mixing of the pulverized material with cement and completion of initial compaction before trimming. During grading and final compaction add water to maintain the mixing moisture content as described in the mix design. Do not allow more than 2 hours to elapse from the time water is added to the aggregate and cement to completion of final compaction after trimming.

Longitudinal joints between adjacent stabilization passes shall be overlapped at least 4 inches.

Transverse joints between the recycling process shall be saw-cut, if necessary, to provide a vertical clean face to ensure proper compaction. Compaction of cementitious stabilizer begins within 20 minutes after mixing and achieving gradation and moisture requirements.

The relative compaction of each layer of compacted base material shall not be less than 95 percent.

ASTM D2922, Methods of Density of Soil and Soil Aggregate in Place by Nuclear Methods, (or ASTM D1556). After compaction, the sub-grade shall be firm, and unyielding.

Redlands Regular Meeting of 2-4-2025 772 of 995
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Construction joints shall have vertical faces and shall be made in thoroughly compacted material.

Additional mixture shall not be placed against the construction joint until the joint has been approved by the Engineer. The face of the cut joint shall be lean and free of deleterious material and shall be kept moist until the placing of the adjacent FDR with cement. 301-8.5 Finishing. Once the entire working width (full lane width plus effected shoulder width) has been stabilized, and only after primary compaction has been completed, the entire working width shall be graded to the required profile and cross-slope. Disturbance to the stabilized and primary compacted material shall be kept to a minimum during this grading and shaping operation.

The finished pulverized roadbed surface must not vary more than 0.05 foot from the lower edge of a 12-foot straight edge laid in directions parallel and perpendicular to the centerline. Variations within the above specified tolerances shall be compensating so that the average grade and cross section specified are met. The finished surface must be free from segregation, tearing, and scarring, and have a uniform surface texture throughout the work limits.

Immediately after compaction, apply water and roll with no vibration. The finished surface must be free of ruts, bump, indentations, segregation, raveling, and any loose material.

The completed cement treated subgrade shall be moist cured continuously until it is in a firm and unyielding condition. The cement treated subgrade shall be kept free from heavy traffic during the curing period or until the asphalt concrete surfacing is placed whichever is less, unless otherwise directed by the Engineer. Moisture curing shall be the only method of curing prior to microcracking.

Micro-cracking shall be performed with several vibratory roller passes 48 to 72 hours after finish grading to prevent severe, wide cracks from forming thus reduces the potential for reflective cracking through the HMA layer. Micro-cracking shall be performed before the application of asphaltic emulsion curing seal. After micro-cracking is complete additional moisture curing may be used. Any additional water required to achieve maximum density shall be applied by spraying the surface of the stabilized material with light applications. Care shall be taken so as not to overapply additional water to any areas of the stabilized material.

While open to traffic and before placing HMA, maintain the FDR with cement surface free of ruts, bumps, indentations, raveling, and segregation. If FDR with cement material is damaged, it shall be repaired by removing and replacing the entire depth of affected layers in the damaged area.

Feathering will not be permitted for repair of low areas.

Asphaltic emulsion curing seal must be applied on the completed cement treated base immediately before placing HMA. Asphaltic emulsion curing seal must comply with Caltrans Standard Section 94, Grade SS1 or CSS1. Dilute and thoroughly mix asphaltic emulsion for curing seal at a ratio of 1 part water to 1 part asphaltic emulsion. The water must no cause premature separation of the emulsion. Uniformly apply the diluted curing seal at a rate of 0.1 gal/yd2 of cement treated base surface.

Redlands Regular Meeting of 2-4-2025 773 of 995
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SECTION 302 - ROADWAY SURFACING
302-4 SLURRY SEAL SURFACING.
302-4.3.1 General. – Add the following paragraphs:

All slurry mixing machines shall be equipped with a Fines Feeder for the adding of cement or granular Aluminum Sulfate.

Prior to the beginning of slurry operations, the Contractor shall furnish, at no cost to the City, current licensed weigh master’s certificates indicating the net weight capacity of the aggregate bin.

The Contractor shall provide a drive upon scale at the project site or an alternate site approved by the City. The drive on scale shall show the net weight of the aggregate bin on each slurry machine before the machine and product will be approved for applying slurry on the project.

All slurry machines are to carry, at all times, a calibrated emulsion measuring stick. The emulsion measuring stick is to be calibrated in 10-gallon increments to the slurry machine it is used on.

Emulsion measuring sticks from other slurry machines will not be allowed to measure the gallons of emulsions on the slurry machines they were not calibrated to. The emulsion measuring stick is to have the slurry machine number or identification permanently marked on the stick. The gallons of emulsion are to be measured with a calibrated emulsion measuring stick and recorded before leaving and after returning to materials site. Use of a slurry machine will not be allowed if it does not have a calibrated emulsion measuring stick.

The Contractor shall furnish prior commencing work, a calibrated stick in 10-gallon increments to measure the oil in the trailer storage tanks in gallons. The measuring stick shall be calibrated to the trailer storage tank it is used on. The inspector shall check the oil in each load “in and out” and in the storage tanks at the beginning and end of each day to determine the amount of emulsion used for that day. Emulsion is not to be transferred from delivery tank to on-site storage tank before the City performs the sieve analysis on the emulsion. Aggregate used in the slurry shall not exceed a moisture content of four percent (4%) by weight of dry aggregate.

Contractor may not schedule more than 150 tons of slurry to be placed per day. Slurry may not be applied at more than 150 feet per minute.

The Contractor shall provide a self-propelled 10 ton pneumatic roller with a tire pressure of 50 PSI and equipped with a water spray system. The Contractor shall roll the required streets the same day they are slurried. The Contractor will be responsible for proper scheduling of the work such that the rolling can be properly done within the given time constraint. Failure to comply shall result in a $250.00/calendar day liquidated damage being assessed per incident. The cost of furnishing the roller and operator shall be included in the price paid for slurry seal.

The Contractor is hereby advised that City streets, parking lots, or other City-approved property will not be allowed as a site for stockpiling and batching. Arrangements for an acceptable site shall be the sole responsibility of the Contractor.

The Contractor shall sweep any raveled material on the street one (1) week after the initial placement. If the Engineer determines the raveling is excessive, the frequency of sweeping shall Redlands Regular Meeting of 2-4-2025 774 of 995
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be adjusted to the field conditions of the raveling. If raveling continues within two (2) weeks of the initial placement, the street shall be swept and reslurried with a Type I mixtures (Local Streets) or a Type II (Arterial/Collector Streets) at no cost to the City. Raveling can be identified by the presence of “black pebbles” in the gutter.

The Contractor shall remove any and all weeds that are growing through cracks from the project street located within the pavement or growing between the concrete gutter and the pavement and spray a herbicide mixture of either Hyvar mixed with Roundup or Pramatol mixed with Roundup, or approved equal, at least fourteen (14) calendar days prior to slurrying. The herbicide mixture shall contain Blazon, or approved equal, a purple dye to easily confirm the herbicide has been applied. The work shall be approved by the Engineer or his representative prior to slurrying. Full compensation for plant removal and herbicide treatment shall be considered as included in the unit cost for slurry seal.

Longitudinal joints must correspond with lane lines. You may request other longitudinal joint patterns if they do not adversely affect the slurry seal. Spread slurry seal in full lane widths. Do not overlap slurry seal between adjacent lanes more than 3 inches. Use a material, such as building paper at transverse joints and over previously placed slurry seal to prevent double placement.

Remove the material after use. Use hand tools to remove spillage.

Full compensation for developing a water supply, for furnishing and placing all water required for work done in the Contract, including extra work shall be included in the prices paid for the various items of work requiring water; and no separate payment will be made therefore. The Contractor shall supply the City with licensed weighmaster’s certificates of weight for all delivered aggregates to the job during the course of each day. Aggregate shall be delivered to the project only in the presence of a City representative. The Contractor shall also present weighmaster certificates for the amount of such aggregate remaining at the completion of the project at no cost to the City.

Payment shall be determined by the amount that is physically placed, which cannot exceed the amount that is delivered to the job site with the certified weighmaster tickets. There shall be not outside work done utilizing materials from the tanks or stockpiles stored for the City’s Contract.

Prior to storing aggregate on private property, the Contractor shall submit to the Engineer written permission from the property owner for such stockpiling.

Precautions shall be taken to ensure that stockpiles do not become contaminated with oversized rock, clay, silt, or excessive amounts of moisture. The stockpiles shall be kept in areas that drain readily. Segregation of the aggregate will not be permitted.

The Contactor shall protect the wet slurry from traffic at all times and if damaged or defaced, the Contractor shall repair said damage at no additional cost to the City.

The placement of slurry seal may be suspended with the concurrence of the Engineer due to unsuitable weather, temperature conditions, or other conditions that are considered unfavorable for the prosecution of the work. The Contractor shall immediately comply with the order of suspension by the Engineer, and work shall not be resumed until authorized by the Engineer.

Redlands Regular Meeting of 2-4-2025 775 of 995
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302-4.8 Spreading and Application. - Add the following paragraphs:

Prior to applying slurry seal, the Contractor shall clean, to the satisfaction of the Engineer, the street surface with a power sweeper, remove all R.P.M.’s, abrasive grind or sandblast completely all lane lines, street legends, crosswalks or other painted or thermoplastic surfaces. This is necessary to provide a good bonding surface for the slurry seal, as well as eliminate “ghosting” of the old striping and markings as the new slurry wears off over time.

It is anticipated that nuisance water, such as storm water runoff and irrigation water, will run in and across the right-of-way at various time throughout the period of construction. It shall be the responsibility of the Contractor, at their own expense, to provide for and protect the work from such water. In addition, the Contactor’s responsibility shall include handling nuisance waters such that their operations do not cause them to damage existing improvements or properties adjacent to or near the site of work.

Slurry shall not be applied when the atmospheric temperature is less than 65oF (18oC).

The application of slurry shall not commence until after 8:00 a.m., and shall conclude at 1:30 p.m. unless other authorized by the Engineer. The slurry shall be sufficiently cured to be open to traffic by 4:00 p.m. The portions of streets to be slurried shall be closed from the time the application begins until the mixture as achieved sufficient set to be opened to traffic.

The slurry shall be applied in such a manner that no ripples or waves exist. If ripples or waves occur in the slurry during the application, the work shall cease and the Contractor shall correct the situation. The Contractor may use a drag to knock down ridges. If ripples or waves are not corrected to the Engineer’s satisfaction, the street shall be reslurried at the Contractor’s expense.

The Contractor shall, at the direction of the Engineer, repair the reseal to the entire street, or complete section thereof, as determined by the Engineer, which have not been sealed properly (includes areas that have failed to meet yield and mix design specifications) and completely. No compensation will be provided for slurry seal used in repair and reseal work.

Each slurry crew shall be composed, at a minimum, of a coordinator at the project site at all times, a competent quick-set mixing man, a competent driver, two squeegee men, and sufficient laborers for any handiwork and cleanup.

Surface oil and grease shall be removed or sealed with shellac or an equivalent material approved by the City before the application of the slurry seal. Full compensation for surface oil and grease removal shall be considered as included in the unit cost for slurry seal.

The Contractor shall roll all cul-de-sacs (the last 250’ minimum), the last 250’ of dead-end streets and knuckle curves. Full compensation for rolling the slurry shall be considered as include in the unit cost for slurry seal.

During slurry seal operations, it shall be the Contractor’s responsibility to place protective covering over, or to otherwise avoid slurry seal coating of manholes, utility covers, pavement markers (reflective and non-reflective), concrete gutters, concrete cross gutters, and drainage Redlands Regular Meeting of 2-4-2025 776 of 995
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facilities, survey monuments and remove said covering and/for slurry seal coating after slurry sealing has been completed.

The start and finish of slurry application shall be a straight line which, unless otherwise approved by the Engineer, shall be obtained by laying a strip of building paper or other material approved by the Engineer on the pavement surface. After application of slurry, the paper is to be removed leaving a straight edge. The entire street surface area shall be sealed the same day. 302-4.8.1 Crack Sealing and Filling. Crack sealing shall be performed prior to the Slurry Seal application. Pavement cracks 1/4" wide and larger shall be sealed. Pavement cracks 1/8" to 1" wide shall be cleared of all loose particles of dust, dirt and laitance with oil-free compressed air immediately preceding the sealing operation. Cracks shall be routed out as necessary to provide a reservoir for the sealer that will have a depth of l" to 1 1/2".

The crack sealing material shall be a hot-applied asphalt (Crafco Polyflex or approved equivalent).

The crack sealing material must not be modified or diluted in any way. Pavement cracks larger than 1” wide shall be filled with the mixtures per Specification Section 203-6.4 Type E (Extra Fine).

A wand and nozzle type application shall be used to fill all cracks with crack sealing material.

Crack sealing material shall be applied in two applications with the possibility of additional applications to fill the crack within the allowable tolerance. The cracks must be filled to the surface and not overfilled or applied to the top of adjoining pavement or concrete surfaces. The cracks shall be squeegee immediately after the sealant has been applied to insure conformity with the pavement surface.

The crack sealing material shall then be allowed to penetrate and sink into the crack area for a minimum of one hour. Each crack must then have a second application of crack sealer material applied in the crack area only to within + 0.01' of the adjoining pavement surface. If the material is a cold-applied, polymer modified petroleum emulsion, sand will be applied over the crack sealing material after the second application, covering a minimum of 1 1/2 inches each side of the crack and not more than 3/4 inch higher than the top of the pavement. The contractor shall be responsible for the removal of all excess sand which shall be removed within three hours after being applied.
302-5 ASPHALT CONCRETE PAVEMENT.
302-5.1 General. - Add the following paragraphs:

Asphalt concrete pavement structural sections equal to or greater than 3 inches (76 mm) in thickness shall be installed in two lifts. Base course aggregate material size shall be ¾ inch (19 mm) and cap course aggregate material size shall be ½ inch (13 mm). All pavement shall be placed over 4 inches of crushed aggregate base, unless compacted to 95% relative compaction.

All valves within project limits in the public right-of-way shall be raised to finish grade as a part of this work. The Contractor shall furnish and install new can or slip can materials as necessary.

If new water valve lids are necessary, they shall be supplied by the Municipal Utilities and Redlands Regular Meeting of 2-4-2025 777 of 995
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Engineering Department. All valve can lids within the project limits in the public right-of-way shall be painted the appropriate color for the utility they represent (ie. Water - Blue, Gas - Yellow, Fire – Red, etc.).
302-5.2 Timeline of Paving Operations.

All paving operations shall follow the timeline and requirements shown below unless otherwise approved by the City:

PAVING TIMELINE

DESCRIPTION OF WORK

TIME PERIOD
WEEK 1
(DAY 1-7)
WEEK 2
(DAY 8-14)
WEEK 3
(DAY 15-21)
WEEK 4
(DAY 22-28)
PAVING (START TO FINISH) (1)
CURE PERIOD (2)
MANHOLE ADJUST TO GRADE (3)
STRIPING & PAVEMENT MARKINGS (4)
TRAFFIC LOOPS (5)
NO PARKING SIGNS ALLOWED (6)
Note: All time periods shown above are the maximum amount of allowable time for each activity.

This timeline does not apply to the installation or repair of curb and gutter, ac dikes, sidewalks, cross gutters, curb ramps, driveway approaches or truncated domes. (1) In no case shall any street segment remain unpaved longer than three calendar days if no other work activity is being performed on that street segment. Any deviation from the timeline shall result in a penalty assessment of $1,000 per calendar day. (2) No work except cat tracking of proposed striping is allowed during this period; therefore “No Parking Signs” shall not be installed during this activity. (3) Once each manhole is exposed, all associated work to adjust it to grade must be completed within 48 hours. This shall include all adjustments of manholes, vaults, valve cans, etc. as required by the Contract.
(4) All cat tracking and approval of proposed striping shall occur during the cure period. (5) Traffic loops must be installed after the approval of striping layout and prior to the installation of thermoplastic striping and pavement markings. (6) “No Parking Signs” shall be installed per Section 7-19 of these specifications. 302-5.4 Tack Coat. – Delete and replace with the following:

If the asphalt concrete pavement is being constructed directly upon an existing hard-surfaced pavement, a tack coat of High Performance Seal (HPS) No-Track Tack at an approximate rate of Redlands Regular Meeting of 2-4-2025 778 of 995
GC 54

0.05 gallon per square yard shall be uniformly applied upon the existing pavement preceding the placement of asphalt concrete. The surface shall be free of water, foreign material, or dust when the tack coat is applied. To minimize public inconvenience, no greater area shall be treated in any one day than is planned to be covered by asphalt concrete during the same day, unless otherwise approved by the Engineer.
302-5.5 Distribution and Spreading. – Add the following:

Unless otherwise permitted by the Engineer, the top layer of asphalt concrete for shoulders, tapers, transitions, road connections, private drives, curve widening, turnouts, left-turn pockets, and other such areas, shall not be spread before the top layer of asphalt concrete for the adjoining through lane has been spread and compacted. At locations where the number of lanes are changed, the top layer for the through lanes shall be paved first. Tracks or wheels of spreading equipment shall not be operated on the top layer of asphalt concrete in any area until final compaction has been completed or unless directed by the Engineer.

All screed extensions for paving machines shall be provided with a tamper, roller, or other suitable compacting devices.

Asphalt pavers shall be equipped with automatic screed controls and a sensing device or devices.

Automatic grade and slope control shall be used for overlays.

All joints shall be sealed after rolling.

When placing asphalt concrete to the lines and grades noted in the plans or as approved by the Engineer, the automatic screed controls shall control the longitudinal grade and transverse slope of the screed. Grade and slope references shall be furnished, installed, and maintained by the Contractor. The Contractor shall use a ski device, the minimum length of the ski device shall be 30 ft. The ski device shall be a rigid one-piece unit and the entire length shall be utilized in activating the sensor. The Contractor may use a laser to control the screed.

When placing the initial mat of asphalt concrete on existing pavement, the end of the screed nearest the center line shall be controlled by a sensor activated by a ski device not less than 30 ft long.

The end of the screed farthest from center line shall be controlled by an automatic transverse slope device set to reproduce the cross slope approved by the Engineer.

When paving contiguously with previously placed mats, the end of the screed adjacent to the previously placed mat shall be controlled by a sensor that responds to the grade of the previously placed mat and will reproduce the grade in the new mat within a 0.01 ft. tolerance. The end of the screed farthest from the previously placed mat shall be controlled in the same manner as when placing the initial mat.

Should the automatic screed controls fail to operate properly during any day's work, the Contractor may use manual control of the spreading equipment for the remainder of that day; however, the equipment shall be corrected or replaced with alternative automatically controlled equipment conforming to the requirements in this section before starting the next day's work.

Redlands Regular Meeting of 2-4-2025 779 of 995
GC 55
Should the methods and equipment furnished by the Contractor fail to produce a layer of asphalt concrete conforming to the requirements, including straightedge tolerance, of Subsection 302-

5.6.2 - Density and Smoothness, of the Standard Specifications, the paving operation shall be discontinued and the Contractor shall modify his equipment or furnish substitute equipment. A drop-off of more than 0.15 ft will not be allowed at anytime between adjacent lanes open to public traffic.

The Contractor shall schedule his paving operations such that each layer of asphalt concrete is placed on all contiguous lanes of a traveled way each work shift. At the end of each work shift, the distance between the ends of the layers of asphalt concrete on adjacent lanes shall not be greater than 10 ft. nor less than 5 ft. Additional asphalt concrete shall be placed along the transverse edge at the end of each lane and along the exposed longitudinal edges between adjacent lanes, hand raked, and compacted to form temporary conforms. Kraft paper, or other approved bond breaker, may be placed under the conform tapers to facilitate the removal of the taper when paving operations resume.
302-5.6.1 General. - Add the following paragraph:

All asphalt concrete pavement abutting portland cement concrete gutters shall match and be flush with the gutter lip when finish rolling is complete.
302-5.6.2 – Density and Smoothness. – Delete and replace with the following:

The completed surfacing shall be thoroughly compacted, smooth and free from ruts, humps, depressions or irregularities. Any ridges, indentations or other objectionable marks left in the surface of the asphalt concrete shall be eliminated by rolling or other means. The use of any equipment that leaves humps, ridges, irregularities or other objectionable marks in the asphalt concrete shall be discontinued, and acceptable equipment shall be furnished by the Contractor.

The finished surface shall meet the following smoothness criteria:
• When a 12 foot long straightedge is laid on the finished surface parallel to the centerline of the roadway, the finished surface shall not vary from the edge of the straightedge more than 0.05 feet, except at changes in grade,
• When a 12 foot long straightedge is laid on the finished surface perpendicular to the centerline of the roadway and extends from edge to edge of a traffic lane, the finished surface shall not vary from the edge of the straightedge more than 0.05 feet, except at changes in grade.

If the top layer of pavement does not comply with the smoothness specifications shown, remove and replace the entire section or complete a grind and overlay of 1.5 inches or 3 times the aggregate size, whichever is greater. Grind and overlay will be considered as a repair method only when the thickness of the asphalt pavement section is greater than 1.5 inches following the required grinding. Corrected section shall be rectangular to the nearest pavement edge or lane line and to a crosswalk, concrete spandrel or other limits approved by the City. Do not begin corrective actions until the method and limit of correction is authorized by the City. If the tolerances cannot be achieved by the methods described above, the contractor must re-pave the street section, in kind, at their own expenses.

Redlands Regular Meeting of 2-4-2025 780 of 995
GC 56
The compaction after rolling shall be a minimum of 91 percent and a maximum of 97 percent of the density obtained on samples compacted with the California Kneading Compactor per California Test 304. Cores will be taken randomly by the City for laboratory testing per California Test 308, Method A at a frequency of three per lot. A lot shall consist of a maximum of 3,000 square yards of asphalt concrete and will be identified in the field by the City. The cores will be averaged to determine the percent of maximum theoretical density, as determined by ASTM D2041, per lot to the nearest tenth of a percent.

Reduced payment factors for percent of maximum theoretical density will be per the following table, and will be applied to the entire lot sampled.

Reduced Payment Factors for Percent of Maximum Theoretical Density Asphalt Concrete
percent of maximum
theoretical density
Reduced payment
factor
Asphalt Concrete
percent of maximum
theoretical density
Reduced payment
factor

91.0 0.0000 97.0 0.0000

90.9 0.0125 97.1 0.0125

90.8 0.0250 97.2 0.0250

90.7 0.0375 97.3 0.0375

90.6 0.0500 97.4 0.0500

90.5 0.0625 97.5 0.0625

90.4 0.0750 97.6 0.0750

90.3 0.0875 97.7 0.0875

90.2 0.1000 97.8 0.1000

90.1 0.1125 97.9 0.1125

90.0 0.1250 98.0 0.1250

89.9 0.1375 98.1 0.1375

89.8 0.1500 98.2 0.1500

89.7 0.1625 98.3 0.1625

89.6 0.1750 98.4 0.1750

89.5 0.1875 98.5 0.1875

89.4 0.2000 98.6 0.2000

89.3 0.2125 98.7 0.2125

89.2 0.2250 98.8 0.2250

89.1 0.2375 98.9 0.2375

89.0 0.2500 99.0 0.2500
< 89.0 Remove and replace > 99.0 Remove and replace
Redlands Regular Meeting of 2-4-2025 781 of 995
GC 57
In addition to the reduced payment factors below, all costs associated with the testing of the lot which resulted in values outside of the 91-97 percent range, will be withheld from the final payment due to the Contractor.

Following completion of the testing by the City, the core locations within the asphalt pavement shall be repaired by the Contractor.
302-5.6.3 Tracking. All areas receiving asphalt pavement shall be protected from tracking onto adjacent areas. Do not allow traffic on new asphalt pavement until its mid-depth temperature is below 140º Fahrenheit to minimize the tracking.

A rock dust blotter coat per Section 302-9.7 or a sand coat at a rate of 1-2 pounds per square yard shall be applied to the compacted surface for all areas where tracking is a concern. The application of tracking prevention measures shall be determined by the Contractor.

A haul route for all paving operations shall be reviewed and approved by the City prior to the start of any construction activity. No deviations from the approved haul route shall occur unless approved in writing from the City.

All tracking onto adjacent streets, striping or pavement markings shall be the responsibility of the Contractor. All striping and pavement markings shall be removed and replaced in kind by sandblasting. All tracking onto roadway surfaces may require the use of a street sweeper to the satisfaction of the City.
302-5.7 Joints. – Add the following:

Longitudinal joints shall be trimmed to a vertical face and to a neat line if the edges of the previously laid surfacing are, in the opinion of the Engineer, in such condition that the quality of the completed joint will be affected. Longitudinal and transverse joints shall be tested with a 12’ straightedge and shall be cut back as required to conform to the provisions in Subsection 302-5.6.2 Density and Smoothness for surface smoothness. Connections to existing surfacing shall be feathered to conform to the provisions for smoothness.

Longitudinal joints in the top layer shall correspond with the edges of proposed lane striping.

Longitudinal joints in all other layers shall be offset not less than 0.5' alternately each side of the edges of traffic lanes.

All feathered joints shall be sealed after rolling.
302-5.9 Measurement and Payment. – Add the following:

Reduced payment factors per 302-5.6.2 will be applied to the Contract Unit Price for lots with a Maximum Theoretical Density less than 91.0 and greater than 97.0 percent. 302-5.10 Hot Asphalt Leveling Course. Areas to receive the Hot Asphalt Concrete Leveling Course shall be determined and defined by the project manager and inspector, and identified to the Contractor in the field. Mix for hot Asphalt Concrete Leveling Course shall be 1/2 inch aggregate, C2, as defined in Section 203-6.4.3.

Redlands Regular Meeting of 2-4-2025 782 of 995
GC 58
Areas to receive hot asphalt concrete leveling course shall be areas located near or adjacent to existing curbs and/or gutters that are potholed, or have the lip of gutter higher than the adjacent roadway. Potholes, large cracks, or ruts shall be filled to the surrounding grade elevation and compacted. Hot Asphalt Concrete Leveling Course shall be completed prior to the placement of Type II Slurry Seal, ARAM or resurfacing.

Prior to placement of asphalt concrete, the surface shall be cleaned and all debris and deleterious materials shall be removed. A tack coat meeting the material and application requirements of Section 302-5.4 Tack Coat, shall be applied prior to placement of hot mix asphalt concrete. 302-5.11 Asphalt Pavement Crack Sealing and Filling. Crack sealing shall only be performed as a repair method for conventional hot mix asphalt pavement (HMA) and not installed at project locations which will have asphalt rubber hot mix (ARHM) used as the overlay material. Crack sealing shall be performed after milling of existing asphalt surface and prior to any leveling course, if necessary.

Right after milling of existing asphalt and before crack sealing or filling, Contractor shall remove any and all weeds that are growing through cracks from the project street located within the pavement or growing between the concrete gutter and the pavement and spray a herbicide mixture of either Hyvar mixed with Roundup or Pramatol mixed with Roundup, or approved equal, at least seven (7) calendar days prior to paving. The herbicide mixture shall contain Blazon, or approved equal, a purple dye to easily confirm the herbicide has been applied. The work shall be approved by the Engineer or his representative prior to paving. Full compensation for plant removal and herbicide treatment shall be considered as included in the unit cost for paving.

The crack sealing material shall be a hot-applied asphalt (Crafco Polyflex or approved equivalent).

The crack sealing material must not be modified or diluted in any way. Pavement cracks larger than 1” wide shall be filled with the mixtures per Specification Section 203-6.4 Type E (Extra Fine).

A wand and nozzle type application shall be used to fill all cracks with crack sealing material.

Redlands Regular Meeting of 2-4-2025 783 of 995
GC 59
SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION
303-1 CONCRETE STRUCTURES.
303-1.1 General. - Delete the first sentence of paragraph 1 and replace with the following:
“Concrete bridges, culverts, catch basins, retaining walls, abutments, piers, footings, foundations, drainage inlets, head walls, end walls, wing walls, junction structures, transition structures, manholes, and other similar types of portland cement concrete structures shall be constructed to the lines and grades in conformity with the Plans and Specifications. 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS.
303-5.1.1 General. - Replace the last paragraph with the following:

No PCC shall be ordered and/or placed until the forms and subgrade have been inspected and approved by the Engineer in the field.

All pull boxes, water meter boxes, and water valve covers shall be adjusted to proposed finish grade and approved by the Engineer in the field prior to placement of the PCC.

The Contractor shall barricade and protect placed PCC from all damage, marks, mars, and/or graffiti. Any PCC damaged, defaced, discolored, or defective shall be replaced at the Contractor's expense.

When removals of curb and/or sidewalk are located at curb return, the Contractor shall install access ramps. The Contractor is to construct all access ramps in accordance with American Disability Act (ADA) Standards/California Code of Regulations Title 24 – Accessibility Regulations. If the ramps constructed by the Contractor are found to be in non-compliance with ADA Standards, the Contractor will be required to remove and replace the ramps to ADA Standards at the Contractor's expense.
303-5.1.2 Drainage Outlets Through Curb. - Add the following paragraph:

Coring shall be required for all drains through existing curbs. 303-5.1.3 Driveway Entrances. – Replace the last paragraph with the following:

Driveway approaches where required, shall be 150 mm (6") thick for single-family residential area, and 200 mm (8") thick for commercial driveway approaches. 303-5.1.4 Walk. The back of sidewalk shall be 2 inches from the street Right-of-Way line unless otherwise specified by the Engineer.

Included in the price of sidewalk construction are retaining curbs. Retaining curbs are needed to retain soils from sloughing and eroding onto the finished sidewalk surface, as a result of grade differentials from existing ground surface to proposed sidewalk surface. Retaining curbs shall be installed when the finished surface is lower than the surrounding grade by 3 inches vertically within 6 inches horizontally. If the vertical difference in elevation is less than 3 inches, the surrounding grade shall be sloped, maximum 2:1 slope, to match the finished elevation. The height of the retaining curb shall be to the height of the existing grade it is retaining. Retaining curbs shall be located within the City’s right-of-way at all times.

Redlands Regular Meeting of 2-4-2025 784 of 995
GC 60
303-5.1.5 Access Ramps. Construction of curb ramps shall conform to the Type and Case appropriate for the condition, as specified on the plans and as shown within the 2012 Standard Plans for Public Works Construction, Plan 111-5. The Contractor shall be responsible to layout the proposed access ramp to comply with the maximum slope indicated on the plans or Standard Plan 111-5. The maximum slope for the ramp shall not be exceeded unless otherwise approved in writing by the Engineer. The Contractor shall remove and replace access ramps deemed noncompliant with the plans or Standard Plan 111-5.

For proposed locations adjacent to a cross gutter spandrel, sawcuts along the radius of the curb will not be allowed. The spandrel shall be replaced from expansion joint to expansion joint to the extents of the curb removal. For proposed locations adjacent to curb and gutter, sawcuts along the flowline of the curb will not be allowed. The entire curb and gutter shall be replaced from expansion joint to expansion joint as required. Sawcuts at locations other than the expansion joint will not be allowed unless approved by the Engineer. Curb cuts of the existing curb will not be permitted for installation of proposed ramp. Any deviation from these requirements will result in rejection of all work at this location and shall not be included in progress payment requests until corrected, per direction from the Engineer.

The Contractor shall verify the extents of sawcut and removal for each access ramp taking into account the maximum slope and transition area required. It shall be the Contractor’s responsibility to identify required removal limits, set concrete forms and verify maximum slopes are not exceeded. The Engineer shall be present to verify the concrete forms prior to the placement of the concrete at each location, however this does not alleviate the responsibility of the accuracy of forms or slopes of the access ramp from the Contractor.

Included in the price of access ramps are retaining curbs. Retaining curbs are needed to retain soils from sloughing and eroding onto the finished ramp surface, as a result of grade differentials from existing ground surface to proposed ramp surface. Retaining curbs shall be installed when the finished surface is lower than the surrounding grade by 3 inches vertically within 6 inches horizontally. If the vertical difference in elevation is less than 3 inches, the surrounding grade shall be sloped, maximum 2:1 slope, to match the finished elevation. The height of the retaining curb shall be to the height of the existing grade it is retaining. Retaining curbs shall be located within the City’s right-of-way at all times.

Access Ramps shall have truncated domes installed in accordance with standard plans and specifications. Truncated domes on new access ramps shall be Armor-Tile, Cast in Place System, or approved equal. Truncated domes installed on existing surfaces shall be Safety Sted TD, or approved equal. Truncated dome panels shall be 36”x48”, inline configuration, with a spacing of

2.35” on center, and Federal Yellow in color.

The access ramp work shall include all related adjustments of pull boxes, pull box covers, signs, and protection of any underground utilities within the work area. The removal and replacement of up to 5 linear feet of sidewalk on each side of the access ramp shall be included within the cost of the access ramp. The removal and replacement of the sidewalk will allow for transition from the top of ramp to adjacent sidewalk and will be utilized as necessary.

Redlands Regular Meeting of 2-4-2025 785 of 995
GC 61
303-5.4.3 Weakened Plane Joints, (a) General. - Add the following paragraph:

All weakened plane joints shall be spaced at a maximum of 3.05 m (10') feet for curbs, gutters, and sidewalks. Scoring lines shall conform to those prevailing in the area and be uniform in spacing.
303-5.5.2 Curb. - Replace the first paragraph with the following:

PCC for curb and gutter shall be placed within three working days from removal of the existing PCC curb and gutter. The curb and gutter surface shall not vary more than 3 mm (0.01') from a 3 m (10') straightedge except at the grade changes. Prior to the removal of the forms, the surface shall be finished true to grade by means of a straightedge float of not less than 3 m (10') in length, and operated longitudinally over the surface of the concrete. Form clamps shall be constructed so as not to interfere with the operation of the float. The form on the front of the curbs shall not be removed less than one (1) hour, nor more than six (6) hours after the concrete has been placed. In no event shall forms be removed while the concrete is sufficiently plastic to slump. The top and face of the finished curb shall be true and straight, and top surface of curbs shall be of uniform width, free from humps, sags, blemishes, or other irregularities. 303-5.5.3 Walk. - Add the following paragraphs:

The sidewalk surface shall not vary more than 5 mm (0.02') from the 3m (10') straightedge except at grade changes, and the finished surface shall be free from humps, sags, blemishes or other irregularities. All sidewalks shall be a minimum of 100 mm (4") thick, except at driveways where the sidewalks shall be a minimum of 150 mm (6") thick for single family residential areas and 200 mm (8") thick for all other areas.
303-5.6 Curing. - Add the following paragraph:

Curing compound shall be translucent with red fugitive dye, Type 1, in accordance with Section 201-4 Concrete Curing Compound, of the Standard Specifications. 303-5.7 Repairs and Replacements. - Add the following paragraphs:

In order to minimize vandalism damage to the finished PCC surfaces, the Contractor shall plan his work so that no PCC is poured after 1:00 p.m., unless otherwise authorized by the Engineer in the field.

The Contractor shall barricade and protect placed Portland Cement Concrete from all damages, marks, mars, and/or graffiti. Any Portland Cement Concrete damaged, defaced, discolored, or defective shall be replaced to the satisfaction of the Engineer at the Contractor's expense, and no additional time will be allowed.

Grading, patching, or other remedies to correct the situation will not be accepted unless in the opinion of the Engineer the vandalized area is so small that it does not warrant replacement.

Concrete replacement areas shall be from score mark or control joint to score mark or control joint, and full width of the sidewalk. All replacement areas shall be saw cut. 303-5.8 Backfilling and Cleanup. - Add the following paragraph:

A minimum of 300mm (12”) wide full depth asphalt concrete pavement repair patch and an 450mm (18”) wide 1-1/2” deep grind outside of the trench width is required when cross gutter, Redlands Regular Meeting of 2-4-2025 786 of 995
GC 62
spandrel, driveways, curb and gutter is placed adjacent to existing asphalt concrete pavement. The asphalt concrete pavement repair patch shall be placed within two (2) working days after the cross gutters, spandrels, driveways, curb and gutter are replaced. The asphalt concrete pavement shall be sawcut. All work shall be in accordance with the General Permit Conditions and Trench Specifications, latest edition.

SECTION 304 - METAL FABRICATION AND CONSTRUCTION
304-3 CHAIN LINK FENCE.
304-3.4 Measurement and Payment. - Delete paragraph 1 and replace with:

Chain link fence will be measured along the horizontal projection line of the completed fence, deducting the widths of gates and openings.

SECTION 314 - TRAFFIC STRIPING, CURB AND PAVEMENT

MARKINGS, AND PAVEMENT MARKERS
314-1 GENERAL. - Add the following paragraphs:

To insure the protection of storm drain inlets, Best Management Practices (BMPs) shall be employed during all striping operations. Refer to Section 7-8.6.

Each storm drain catch basin or storm drain inlet box shall be marked “NO DUMPING - FLOWS TO CREEK.” Two coats of paint are required. Stencil shall match City’s stencil. Paint and painting shall comply with the specifications.

All street resurfacing work shall include installing fire hydrant pavement markers at all fire hydrant location, whether the pavement markers were existing or not. The pavement markers shall be Type I – Two-Way Blue Retroreflective per Section 214-6 of the Specifications and installed per City’s detail drawing No. 102-0. All work associated with the installation of all new, or replacement of existing, fire hydrant pavement markers shall be included as noted within the specifications. 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS.
314-4.1 General. – Add the following paragraphs:

During construction, if traffic legends or lane striping are removed or paved-over for any reason, they shall be replaced immediately with temporary traffic legends or lane striping as directed by the City, and the Contractor shall place permanent traffic legends or lane striping at the end of the job or on completion of final paving. When permanent items are placed, they shall be complete markings, legends, or striping i.e.: if limit lines are disturbed, they shall be replaced to centerline or from curb to curb, whichever was existing; if a letter in a word is removed or covered, the entire word shall be replaced; and lane striping shall extend 75 feet beyond construction limits. All replacement markings, legends, or striping required to be replaced beyond the contract limits shown shall be at the cost of the Contractor and shall meet City standards. If existing striping or Redlands Regular Meeting of 2-4-2025 787 of 995
GC 63
legends are to be removed on existing surfaces, they shall be sandblasted. Painting over striping or legends in lieu of removal will not be permitted. Pavement striping shall comply with the applicable provisions of Sections 214 and 314 of the Standard Specifications.

Where side streets with existing striping, markings and markers are encountered, striping, markings and markers shall be repainted and replaced for a minimum distance of 15 m (50 feet) from the crosswalk, stop bar or limit line.
314-4.2 Control of Alignment and Layout.
314-4.2.1 General. - Delete and replace with the following:

The Contractor will be responsible for all layout of all striping. All striping, markings and markers shall be reinstalled in their existing locations unless otherwise shown on the plans. The Contractor shall be responsible to take appropriate measures and record the existing locations.

The Contractor shall verify all dimensions in the field prior to installation of pavement striping/marking layout (Cat-Track). Should field measurements differ from the plan, the Contractor shall immediately notify City staff. No Cat-Track marks shall be placed until discrepancies are resolved.

Cat-Track must be approved by City staff prior to the installation of permanent pavement striping/marking. Contractor shall notify City staff a minimum of 24 hours prior to installation of permanent pavement striping/marking to allow for inspection and approval. If approval of CatTrack is not obtained by the Contractor, all work required to correct the striping/marking will be at the expense of the Contractor
Cat-Track marks shall be made in chalk. Paint for the purpose of Cat-Track is prohibited. If paint is used, the Contractor must remove the paint without damaging or visually deforming the pavement surface. If damage or visual deformity within the removal area occurs, in the opinion of City staff, the Contractor shall grind and overlay the entire segment with no additional compensation. The area of the grind and overlay shall be as required by City staff and shall be a minimum of 0.10’ thickness.

All visible Cat-Track markings after the installation of the permanent striping/marking shall be removed without damage or visual deformity to the pavement surface. Any damage or visual deformity to the pavement shall be remedied as noted above. 314-4.3.5 Application. - Amend the first sentence in paragraph 8 as follows:
“Glass beads shall be applied at a rate of 0.6 to 0.8 kg of beads per liter (5 to 7 pounds of beads per gallon).”
314-6 GREEN BIKE LANE. Green bike lanes shall be installed per plan and conform to the technical specifications included within the contract documents and shall be Streetbond CL or approved equal.

Redlands Regular Meeting of 2-4-2025 788 of 995

GENERAL REQUIREMENTS
Redlands Regular Meeting of 2-4-2025 789 of 995

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Redlands Regular Meeting of 2-4-2025 790 of 995
COORDINATION OF WORK, PERMITS, AND REGULATIONS 01110-1
SECTION 01110 COORDINATION OF WORK
PART ONE – GENERAL

1.1 SEQUENCING OF WORK
The Contractor shall submit the construction schedule in accordance with Section 01321 of these specifications.

The Contractor shall arrange the schedule of work, but it must adhere to the following restrictions:

1. Citywide events calendar shall be considered with the schedule for construction.

The events calendar will be provided at the pre-construction meeting. Updated events calendar will be provided during subsequent weekly construction meetings.

2. Construction around school zone shall be taken into consideration to avoid interference with the drop-off and pick-up times for each specific school.

3. Only one (1) area may have construction activity at the same time, unless approved by the City. It is not permitted to do construction on both sides of the street simultaneously.

4. Any construction activity other than concrete removal and repair shall be scheduled by the contractor in any sequence but shall be approved by the City.

5. Utilities project (sewer & water) and paving project may be under construction concurrently. Detailed construction activities and construction schedule will be provided during weekly construction meetings.

1.2 UTILITY COORDINATION
During construction, if City owned utility facilities are damaged, contractor shall inform the City. City crew will respond within two hours and assess the condition, and perform any necessary remedial work as quickly as possible. No additional compensation will be granted to the contractor for any delay due to the damage and repair of the utility facility.

Other utilities not owned by the City, contractor should notify and coordinate with the utility owner.

END OF SECTION
Redlands Regular Meeting of 2-4-2025 791 of 995
TRAFFIC CONTROL PLAN 01111-1
SECTION 01111 TRAFFIC CONTROL PLAN
A. General
The intent of this specification is to provide the format and requirements in preparation of the Traffic Control Plan (TCP).

B. Format

1. The sheets of the TCP shall display, at a minimum, the title of the project, name of firm preparing the TCP, name and stamp of Registered Traffic or Civil Engineer preparing the TCP, approval block for City of Redlands approval, north arrow, title sheet with an index of the sheets, sheet number, and total number of sheets.

2. The TCP shall be drawn to a 1 inch = 40 scale, or as otherwise approved by City staff, on common size sheets ranging from 8-1/2 inches x 11 inches, 11 inches x 17 inches or 24 inches x 36 inches as determined appropriate based on work area.

3. TCP must be prepared and approved by a Registered Traffic or Civil Engineer in the State of California.

C. Requirements
The TCP shall contain the following items and scenarios of traffic control:

1. Resurfacing operations;

2. Variations to accommodate night work;

3. All required detours;

4. Provide 4 changeable message boards, Solartech MB2-LR-1548 or approved equal, located throughout the project area to provide advance notification as work progresses;

5. The TCP shall be completed in conformance with Section 7-10.2.2.1 of the General Conditions and adhere to the following:
a. On street parking, where currently available, shall be open to the public outside of working hours; and
b. Shall be completed in conformance with all additional requirements from permitting agencies, such as Caltrans.

END OF SECTION
Redlands Regular Meeting of 2-4-2025 792 of 995
DESCRIPTION OF WORK 01112-1

MSECTION 01112 DESCRIPTION OF WORK

PART ONE -- GENERAL

1.1 SUMMARY
A. The work to be done under this Contract includes the furnishing of project management, labor, materials, tools and equipment for the construction of the 2024 Citywide Sidewalk and ADA Ramp Replacement Project No. MUED25002 for the City of Redlands, all in accordance with the Contract Documents.

B. The following maps and tables are made a part of these Contract Documents:

Title
Location Map
ADA Ramp Repair Data pages 1 through 1
Area A Quantities
Area A Map pages 1 through 1
Area B Quantities
Area B Map pages 1 through 1
Area C Quantities
Area C Map pages 1 through 1
Area D Quantities
Area D Map pages 1 through 2
Area E Quantities
Area E Map pages 1 through 1

1.2 GENERAL SCOPE OF WORK
A. Work In This Contract: Work in this Contract includes all labor, materials and equipment necessary for construction of 2024 Citywide Sidewalk and ADA Ramp Replacement Project as noted on the Contract Drawings and all other Contract Documents and is summarized as follows:

1. The Work shall consist of furnishing construction materials, mobilization, traffic and pedestrian control, erosion control, sawcutting, removal and replacement of varying thickness of PCC pavement (sidewalk, driveways, and ADA curb ramps), clearing and grubbing, root cutting, root grinding, grading, irrigation and curb repair, compaction, dust control, information signs, and survey monument preservation as required. Sidewalk shall match existing width and appearance of adjacent areas, including score lines and finish and restore all areas to preconstruction conditions.

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DESCRIPTION OF WORK 01112-2

2. The Contractor shall, upon completion of the sidewalk and ADA curb ramp replacement and appurtenances required herein, initially operate all components of the Contract Work furnished and installed by the Contractor, and make any additional adjustments, corrections, repairs, replacements, and reconstructions necessary to provide the City with complete sidewalk and ADA curb ramps and appurtenances, including restoring all areas to pre-construction conditions.

END OF SECTION
Redlands Regular Meeting of 2-4-2025 794 of 995
MEASUREMENT AND PAYMENT 01200-1
SECTION 01200 MEASUREMENT AND PAYMENT
A. Work Listed in the Schedule of Work Items

1. The application for payment will be for a specific item based on the percentage completed or quantity installed. The percentage complete will be based on the value of the partially completed work relative to the value of the item when entirely completed and ready for service.

2. A retention of five percent (5%) of the value of work completed will be withheld from progress payments. This retention amount will remain constant throughout the contract period, and will not be payable until the expiration of thirty-five (35) days after the recordation of the Notice of Completion.

B. Work Not Listed in the Schedule of Work Items
The General Conditions and items in the General Requirements, and Specifications which are not listed in the schedule of work items of the bid form are, in general, applicable to more than one listed work item, and no separate work item is provided therefore. Include the cost of work not listed but necessary to complete the project designated in the contract documents in the various listed work items of the bid form.

The bids for the work are intended to establish a total cost for the work in its entirety. Should the Contractor feel that the cost for the work has not been established by specific items in the bid form, include the cost for that work in some related bid item so that the proposal for the project reflects the total cost for completing the work in its entirety.

The Contractor may experience difficulty in excavation due to rock or unsuitable backfill material throughout the project locations. It shall be the Contractor’s responsibility to identify these areas and account for difficulty in excavation, the need to export rock or unsuitable backfill material and the need to import suitable backfill material. There will not be additional contract time or additional compensation for any project locations where any of these circumstances occur.

C. Bid Items

1. Mobilization, Bid Item 1:

Payment for Mobilization shall be made at the contract lump sum price and shall constitute full compensation for all labor, material, equipment, and incidentals required within Section 01721. The bid price shall include, but not limited to, preliminary construction schedule, bonds, insurance, installation and relocation of information signs, shop drawings, catalog submittals and shall constitute full compensation for all labor, Redlands Regular Meeting of 2-4-2025 795 of 995
MEASUREMENT AND PAYMENT 01200-2
material, equipment and incidentals required. The bid price for mobilization shall not exceed 5 percent of the Bid Schedule price.

2. Traffic and Pedestrian Control, Bid Item 2:

Payment for traffic and pedestrian control shall be made at the contract lump sum price and shall constitute full compensation for all labor, material, equipment, and incidentals required for preparation of traffic control plan, implementation and maintenance of traffic control items noted within the plan. Traffic and pedestrian control shall be in accordance with the approved traffic control plan in order to be compensated for this item.

Payment for traffic and pedestrian control shall be made based on overall completion percentage of the project. The percentage complete shall be determined by the engineer and updated on progress payment.

3. Remove and Replace 4” Thick Sidewalk, Bid Item 3:

Item includes but is not limited to the removal and replacement of 4” thick PCC (560-C3250) sidewalk, compact top 4” to 95% compaction as specified on the project plans and specifications. Remove and replace sidewalk at various locations throughout the City. The various locations through the City have a combined area of 26,781 square feet of 4” thick sidewalk. It is estimated at least 50% of these locations have sidewalk damage attributed to tree root intrusion.

Bid item 3 includes but is not limited to erosion control, sawcutting, removal of varying thickness sidewalk, earthwork and compaction as required for the construction of new 4” thick concrete sidewalk. Sidewalk shall match existing width and appearance of adjacent areas, such as score lines and finish. Item also includes all necessary dust control, clearing, grubbing, grading, irrigation repair, information signs, survey monument preservation, and removals such as removals of vegetation, rubbish, and utilities as required for the construction of the proposed improvements under this bid item.

Payment for this item shall be made at the contract unit price and shall constitute full compensation for all labor, materials, equipment and incidentals required, with no additional compensation or work allowed. No partial payment for sidewalk removal and replacement will be released.

4. Remove and Replace 6” Thick Sidewalk, Bid Item 4:

Item includes but is not limited to the removal and replacement of 6” thick PCC (560-C3250) sidewalk, compact top 6” to 95% compaction as specified on the project plans and specifications. Remove and replace sidewalk at various locations throughout the City. The various locations through the City have a combined area of 1,847 square feet of 6” thick sidewalk.

Bid item 4 includes but is not limited to erosion control, sawcutting, removal of varying thickness sidewalk, earthwork and compaction as required for the construction of new 6” thick concrete sidewalk. Sidewalk shall match existing width and appearance of adjacent areas, such as score lines and finish. Item also includes all necessary dust control, clearing, grubbing, grading, irrigation repair, information signs, survey monument Redlands Regular Meeting of 2-4-2025 796 of 995
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preservation, and removals such as removals of vegetation, rubbish, and utilities as required for the construction of the proposed improvements under this bid item.

5. Remove and Replace 6” Thick Driveway Approach, Bid Item 5:

Bid item 5 includes but is not limited to the re-construction of existing concrete driveway approach, including adjacent curb and/or gutter. Driveway approach shall be reconstructed per APWA Standard Detail 110-2 and City of Redlands Standards and shall join to existing. Also, 6-inch thick class II aggregate base shall be placed and compacted to 95% relative compaction under 6” thick driveway approaches. Item also includes all necessary dust control, clearing, grubbing, grading, irrigation repair, information signs, survey monument preservation, and removals such as removals of vegetation, rubbish, and utilities as required for the construction of the proposed improvements under this bid item.

Payment for this item shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required.

6. Remove and Replace ADA Accessible Curb Ramp, Bid Item 6:

Bid Item 6 includes but is not limited to earthwork, curb cuts and removals as required for the construction of new ADA access ramps with curb and gutter only. Existing sidewalk shall be removed and replaced as necessary to bring surrounding walkways into ADA compliance as well. Ramps shall include cast-in-place truncated domes. All access curb ramps shall be re-constructed in accordance with American Disability Act (ADA) Standards/California Code of Regulations Title 24 – Accessibility Regulations. Item also includes all necessary dust control, clearing, grubbing, grading, irrigation repair, information signs, survey monument preservation, and removals such as removals of vegetation, rubbish, and utilities as required for the construction of the proposed improvements under this bid item.

Payment for this bid item shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required.

7. Demobilization Bid Item 7:

Payment for demobilization shall be made at the contract lump sum price and shall constitute full compensation for all labor, material, equipment and incidentals required.

END OF SECTION
Redlands Regular Meeting of 2-4-2025 797 of 995
CHANGE ORDER REQUESTS 01251-1
SECTION 01251 CHANGE ORDER REQUESTS

1.1 GENERAL
A. All quotations for preliminary change orders for extras, changes, additions, or deletions to the Work as described in EXTRA WORK of the GENERAL CONDITIONS shall be submitted to the ENGINEER, in writing, on the Change Order Request (COR) Cover Sheet and the Change Order Cost Summary Form, both attached, and in conformance with the requirements of Section 01254 CHANGE ORDERS. The quotation shall be firm for a period of not less than sixty (60) calendar days from the date of receipt of the quotation by the ENGINEER. The CONTRACTOR shall submit its written cost quotation and Time Impact Analysis not later than fifteen (15) days after being requested to provide such quotation, unless the ENGINEER allows more time. Delays in submitting quotations beyond the fifteen (15) days set forth herein, which cause a delay in the issuance of a Change Order or a delay to the completion date of the project, shall not be cause for a claim or a time extension under the Contract.

B. The ENGINEER'S request for quotation on a preliminary change shall not be considered authorization to proceed with the changed work prior to the issuance of a final Lump Sum or Time & Material Change Order, unless directed otherwise, in writing, by the ENGINEER, nor shall such request constitute justification for a delay to the existing Work or a time extension under the Contract.

END OF SECTION
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CHANGE ORDER REQUESTS 01251-2
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CHANGE ORDER REQUESTS 01251-3
Change Order Cost Summary
Project Name :

Change Order Request No. :

Date :

Direct
Labor
Direct
Materials
Direct
Equipment
(1): Lump Sum Work by
$0.00 $0.00 $0.00
Prime Contractor
(2): "T&M" Work by
$0.00 $0.00 $0.00
Prime Contractor
(3): Subtotal - Direct Work
$0.00 $0.00 $0.00
(Prime Contractor)
(4): All Lump Sum Work by
$0.00 $0.00 $0.00
subcontractors (any tier)
(5): All "T&M" Work by
$0.00 $0.00 $0.00
subcontractors (any tier) Totals
(6): Subtotal - Direct Work
$0.00 $0.00 $0.00 $0.00
(all subcontractors)
Add each of the
(3)+(6)=(7): Total - Direct Costs
$0.00 $0.00 $0.00
three columns
$0.00
across and enter
to the right.
(8): Markup
(20%
of
direct
labor)
(15% of
direct mat'l)
(15% of
direct equip)
$0.00 $0.00 $0.00 $0.00
(9): Prime Contractor
Markup 10% of line (6) direct sub work up to $5,000
for subcontractors plus 5% of line (6) direct sub work over $5,000
(10): Bonds & Insurance 1% of line (7)
$0.00
all direct work
(11): Additional amount
permitted by Contract
(12): GRAND TOTAL Add sums of lines)
$0.00
(7), (8), (9), (10) and (11)
Redlands Regular Meeting of 2-4-2025 800 of 995
CHANGE ORDERS 01254-1
SECTION 01254 CHANGE ORDERS

PART ONE -- GENERAL

1.1 REQUIREMENTS
Payment to the Contractor, or credit to the City, for any change, addition, deletion or extra to the Work, or settlement of any Claim, covered by any Change Order, shall be determined by the methods set forth herein. The Engineer may change the Plans and Specifications, character of the Work, or quantity of Work provided the total arithmetic dollar value of all such changes, both additive and deductive, does not exceed twenty-five percent (25%) of the Contract Price. Should it become necessary to exceed this limitation, the change shall be by written Supplemental Agreement between the Contractor and the City, which shall be executed by a Change Order.

Unless otherwise stipulated, “Unit Prices” include all costs necessary to furnish, install and complete the Work. The “Unit Prices” include all direct costs for labor, equipment and materials, all insurance and bond costs, all field and office supervisors and assistants, all onsite project administration, security costs, the cost of small tools and consumables, incidental job burdens, and all general home office expenses and no separate allowance will be made therefor. Assistants to field and office supervisors include all clerical, stenographic, and general office help. Incidental job burdens include, but is not limited to, office equipment and supplies, temporary toilets, telephone, utilities, safety equipment, warning devices, personal protective equipment, and conformance to OSHA requirements. Project administration includes, but is not limited to, review and coordination, estimating, engineering, scheduling, and expediting relative to Change Orders, and updating and furnishing Record Drawings to incorporate changes, schedule update, supervision not applied solely to the Work of the Change Order, home office salaries and expenses, and City of Redlands Business Tax.

A. Unit Prices
Unit prices stipulated in the Bid or itemized in the approved Schedule of Values shall be utilized, where they are applicable and determined reasonable by the Engineer. In the event that the Change Order results in a change in the original quantity of more than twenty-five percent (25%), either increase or decrease, then either the Engineer or the Contractor may request a review of the unit price to determine if a new unit price shall be mutually determined by negotiation. Any new unit price mutually determined under this Subsection shall only apply to the units in excess of one hundred twenty five percent (125%) of the original quantity for overruns. In case of underruns, the unit price stipulated in the Bid shall be applied to the first twenty-five percent (25%) of the actual quantity of work performed and the new mutually determined price shall be applied to the quantity between twenty-five percent (25%) and seventy-five percent (75%) of the original quantity.

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Renegotiated unit prices or unit prices for new items added to the Contract by Change Order shall be determined in accordance with Subsections B through G.

Whether stipulated in the Bid, itemized in the approved Schedule of Values or renegotiated, the unit prices used for payment constitute the total adjustment with no further costs owed for overhead, impact, profit, delay or impact to unchanged portions of the Contract, or any other reason. The unit price shall be full and final compensation as described in Subsection D.

The cost proposals for renegotiated unit prices shall be presented in accordance with the provisions of Subsections B through G. Should any Bid Item be deleted in its entirety, the amount bid for that bid item shall be subtracted from the total Contract amount. The Contractor shall be paid only for the actual cost incurred prior to the notification of such deletion for that Bid Item.

B. Lump Sum
The Engineer and the Contractor may mutually determine a total sum for the Extra Work. The Contractor shall summarize the total cost and furnish a breakdown of the proposed lump sum costs satisfactory to the Engineer in accordance with Subsections B through G. Such lump sum costs shall be full and final compensation as described in Subsection D. The Contractor’s quotation shall conform to the requirements of Section 01251- Change Order Requests, and be submitted in the Change Order Cost Summary Form provided (see Attachment 01251-A1). The Change Order Cost Summary Form cannot be used to nullify or supercede any specification or contractual provision.

If the method or amount of payment cannot be agreed prior to performing the Extra Work, the Engineer may unilaterally issue a Change Order in the amount determined reasonable by the Engineer for the Extra Work and direct the Contractor to proceed immediately. The Engineer also has the option to issue a Change Order directing the Work be done on a Time and Materials basis with the Contractor providing all labor, equipment, and materials necessary to complete the Work in a satisfactory manner and within a reasonable period of time.

Estimates for lump sum quotations and accounting for Time and Materials work shall be limited to direct expenditures necessitated specifically by the subject Extra Work, and shall be segregated as follows:

1. Labor, up to and including working general foremen, who are directly assigned to the Extra Work. Employees identified as superintendents or non-working general foremen shall not be charged as labor on Extra Work.

The labor costs shall include actual documented payroll costs including wages, payroll taxes as established by law (i.e., FICA, Federal and State Unemployment Taxes), fringe benefits as established by negotiated labor agreements, and any insurance costs (such as Worker's Compensation and General Liability Insurance but shall not include Automobile Liability Insurance or any other insurance costs). A detailed breakdown of those Redlands Regular Meeting of 2-4-2025 802 of 995
CHANGE ORDERS 01254-3
subcomponents of labor costs, by all crafts shall be submitted to the Engineer, by the Contractor and all Subcontractors, for approval, as part of the documentation of labor costs, within ten (10) working days after issuance of the Notice to Proceed. No other subcomponents of labor costs shall be considered, unless approved in writing by the Engineer.

The labor cost is not allowed to be increased by using labor classifications with paygrades higher than necessary to accomplish the Work.

2. Materials: The cost of materials used in performing the Extra Work will be the cost, including sales tax and freight, to the purchaser, whether Contractor, Subcontractor or other forces, from the supplier thereof, except as follows:
a. Cash or trade discounts available to the purchaser shall be credited to the City notwithstanding the fact that such discounts may not have been taken by the Contractor.
b. For materials secured by other than a direct purchase and direct billing to the purchaser, the cost shall be deemed to be the price paid to the actual supplier as determined by the Engineer. Supplier markup, except for actual costs incurred in the handling of such materials, will not be allowed.
c. Payment for materials from sources owned wholly or in part by the purchaser shall not exceed the price paid by the purchaser for similar materials from said sources on contract items or the current wholesale price for such materials delivered to the Jobsite, whichever price is lower.
d. If, in the opinion of the Engineer, the cost of materials is excessive, or the Contractor does not furnish satisfactory evidence of the cost of such materials, then the cost shall be deemed to be the lowest current wholesale price for the quantity concerned, delivered to the Jobsite less cash or trade discount. The City reserves the right to furnish materials for the Work and no claim shall be made by the Contractor for costs and profit on such materials.
e. For the purposes of this Section, a "Supplier" is defined as any person or persons, firm or business, who supplies materials of construction and/or permanent equipment, but who does not perform any portion of the Work of the Contract on site, for the Contractor, except that labor or labor supervision which may be required by some manufacturers as part of their equipment installation for warranty or other purposes.

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CHANGE ORDERS 01254-4

3. Equipment Costs, including ownership, lease or rental costs, as well as operating costs, for individual equipment units whose replacement value is in excess of $500. Transportation and set up costs shall be included, but only if the equipment is imported to the worksite solely to perform work on the Extra Work described in the Change Order and the Contractor can demonstrate that the changed work cannot or could not be performed economically with equipment already at the site. Equipment costs shall be determined in accordance with the requirements set forth in Subsection G.

4. Small tools, equipment, consumables and incidental costs: No separate payment will be made for the use of small tools or equipment with a replacement value of $500 or less. This applies to tools and equipment owned by the Contractor or its subcontractors of any tier. Also, no separate payment will be made for fuel, lubricants, tool or equipment repairs, tool or equipment maintenance, consumables, drinking water, sanitary facilities or other incidentals. These costs are already included as a part of Markup.

5. Subcontractor Costs, including their overhead and profit, provided that such costs are direct costs to the Contractor for performing the Extra Work as set forth in Subsections B through G.

C. Time and Materials Work
The costs of all Changed/Extra Work submitted under the Time and Materials (T&M) method shall be formulated in accordance with the provisions of Subsections B through I.

Unless otherwise stipulated on the Change Order, the “Not-to-Exceed” amount for all T&M Change Orders is $10000. The Contractor is responsible for tracking costs and for notifying the Engineer in writing when costs approach 50% and 75% of the “Not-to-Exceed” amount. In addition, if the Changed/Extra Work cannot be completed within the “Not-to-Exceed” limit, the Contractor shall notify the Engineer in writing, and in a timely manner, that the limit requires an increase.

The City will only reimburse eligible costs up to the “Not-to-Exceed” amount.

The Contractor shall notify the Inspector at the beginning of each day when Changed/Extra Work is being performed. The Contractor shall notify the Inspector of the Changed/Extra Work being performed and describe the personnel involved, whether by Contractor forces or by its subcontractors at any tier. Failure to notify the Inspector prior to the start of Changed/Extra Work serves as the Contractor’s waiver to claim for compensation on that day.

For each working day, the Contractor shall submit a “Daily Extra Work Report” (DEWR) to the Inspector. The “Daily Extra Work Report” shall summarize labor, Redlands Regular Meeting of 2-4-2025 804 of 995
CHANGE ORDERS 01254-5
equipment and materials supplied. The Inspector will only consider Forms that are properly completed as described below.

1. Separate forms must be used for labor and for equipment/materials.

2. Labor, equipment, material or expenditures that are not included on The DEWR are ineligible for payment. There will be no exceptions to this requirement. It is the responsibility of the Contractor to include any and all items of labor, equipment, or material for which it requests compensation for each day’s work completed.

3. Information required on the Labor form shall include name of personnel, personnel classification, and only the number of hours worked on Changed/Extra work for the day being reported. Since the overhead allowance already includes all necessary supervision, any hours for additional supervision or non-working foremen are ineligible for additional payment. The premium pay for a general foreman is eligible for payment only if the general foreman is a working foreman and a general foreman was required by a Union Labor Agreement or otherwise approved by the Inspector. The general foreman rate is eligible for payment only during the time that a general foreman was required for the Changed/Extra Work.

4. Information required on the Equipment/Material shall include Contractorowned equipment and/or tools, and rented equipment or tools for which compensation is requested. Information shall include the type of equipment, size of equipment, equipment identification number, appurtenances, and only the number of hours worked on the Changed/Extra work.

5. The only allowable materials are materials delivered to the job site and/or incorporated only into the Changed/Extra work. The allowable materials shall be listed on the T&M sheet for the day that they are delivered to the job site and/or incorporated into the Changed/Extra work.

6. Delivery ticket(s) and/or bill(s) of lading for rental equipment and/or tools delivered to the site and/or material incorporated into the work for the day being reported must be attached with the T&M sheet for that day. No payment will be allowed for materials and/or rented equipment unless receipt(s) or bill(s) of lading is attached. If the request for payment is not substantiated by original vendor/supplier invoices, acceptable copies of original invoices, or other documentation acceptable to the Inspector, the City may establish the cost of the item(s) at the lowest possible wholesale price or rental rate applicable while the work was being performed.

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CHANGE ORDERS 01254-6

7. Failure to submit the required “Daily Extra Work Report of Time and Material Work” by the close of the next working day shall waive all rights for that day unless otherwise approved by the Inspector. Work that cannot be substantiated by a “Daily Report”, approved and signed by the Inspector, is ineligible for payment.

8. The Contractor is responsible for preparing the “Daily Extra Work Report” for work by its Subcontractors and submitting the Forms to the Inspector on time.

9. The Contractor must have each “Daily Extra Work Report” verified by the Inspector. After the “Daily Extra Work Report” is approved by the Inspector, both the Contractor and Inspector sign the report. The original “Daily Extra Work Report” is retained by the Inspector with a copy provided to the Contractor.

10. When the “Daily Extra Work Report” is signed by the Inspector and the Contractor, it is binding on the Contractor and its Subcontractors.

11. When agreed to by the Inspector, the Contractor may submit a supplemental “Daily Extra Work Report” for labor, materials, or equipment for which the Contractor requests compensation but failed to list on the original daily report.
a. These supplemental forms shall be marked “SUPPLEMENTAL”. b. Unless otherwise approved by the Inspector, the supplemental forms may only be submitted for approval up to two (2) working days following the date when the work was performed.

No payment will be allowed for labor, materials, or equipment included on T&M sheets not signed by the Contractor and the Inspector. Payment will not be allowed for labor, materials, or equipment included on T&M sheets signed by anyone other than the Inspector or the Inspector’s immediate supervisor.

D. General
It is the intent of the City to settle all Change Orders full and final at the time the Change Order is issued. Therefore, the following paragraph shall be made a part of all Change Orders, whether included or not on the actual change order:
“The compensation (time and cost) set forth in a Change Order comprises the total compensation due the Contractor, all Subcontractors, and all Suppliers, for the Work or change defined in the Change Order, including impact on unchanged work. By signing the Change Order, the Contractor acknowledges and agrees on behalf of himself, all Subcontractors, and all Redlands Regular Meeting of 2-4-2025 806 of 995
CHANGE ORDERS 01254-7
Suppliers, that the stipulated compensation includes payment for all work contained in the Change Order, plus all payment for the interruption of schedules, extended field overhead costs, delay, and all impact, ripple effect or cumulative impact on all other work under this Contract. The signing of the Change Order indicates that the Change Order constitutes full mutual accord and satisfaction for the change, and that the time and/or cost under the Change Order constitutes the total equitable adjustment owed the Contractor, all Subcontractors, and all Suppliers as a result of the change. The Contractor, on behalf of himself, all subcontractors, and all Suppliers, agrees to waive all rights, without exception or reservation of any kind whatsoever, to file any further claim related to this Change Order.

No further claim or request for equitable adjustment of any type for any reasonably foreseeable cause shall arise out of or as a result of this Change Order or the impact of this Change Order on the remainder of the Work under this Contract.”
Costs which shall not be paid in Change Orders under this Contract include, but are not limited to, interest costs of any type; claim preparation or filing costs; legal expenses; the costs of preparing or reviewing proposed Change Orders or Change Order proposals; lost revenue; lost profits; lost income or earnings; rescheduling costs; costs of idled equipment when such equipment is not at the site or has not yet been employed on the Work; lost earnings or interest on unpaid retainage; claims consulting costs; and the costs of corporate officer or staff visiting the site; any compensation due to the fluctuation of foreign currency conversion or exchange rates; loss of other business; changes in taxes or increased tax rates of any kind or any costs identified as unallowable under the provisions of the Federal Acquisition Regulations.

Extensions of time shall be based solely upon the effect of delays to the Work as a whole. Extensions of time shall not be granted for delays to the Work, unless the Contractor can clearly demonstrate, through analysis of the current updated schedule, that the delay to the Work as a whole arose or will arise from causes other than normal weather, beyond the control and without fault or negligence of the Contractor, or any Subcontractor, at any tier, and that such delays did or will, in fact, delay the progress of the Work as a whole. The Contractor shall not be entitled to a time extension unless it submits a Time Impact Analysis which is a calculation of the extent of the delay to the end date of the Work and which shows that the Work has been or will be extended beyond the current Contract completion date. A Time Impact Analysis is a scheduling procedure which utilizes the networking techniques (fragnets) and a written analysis of the facts associated with the alleged delay to demonstrate the effect of the alleged delay on the critical path of the schedule. A "fragnet" is defined as a sequence of new activities and/or activity revisions that are proposed to be added to the existing current updated schedule to demonstrate (mathematically and graphically) the influence of the alleged delay on the end date of the Work and shall be the sole method for incorporating delays and impacts into the schedule. The objective of a Redlands Regular Meeting of 2-4-2025 807 of 995
CHANGE ORDERS 01254-8
Time Impact Analysis is to pinpoint, isolate, and quantify all time impact associated with a specific issue and determine its time relationship to past or current delays. Time extensions shall not be allowed for delays to parts of the Work that are not on the critical path of the currently approved monthly updated project schedule. Time extensions shall not be granted, nor delay damages of any kind whatsoever paid to the Contractor, until all available float, slack, or contingency time on the project is used and the end date of the Work is moved beyond the current, adjusted Contract completion date.

The cost summary, cost breakdowns and requests for cost reimbursement submitted by the Contractor (for delay, disruption, hindrance and interference associated with the changes, additions, deletions or extras) shall be itemized in a manner that, with mathematical certainty and without reliance upon probabilities or inferences, segregates the direct, actual reimbursable costs associated with each individual, change, addition, deletion, extra and (on an event-by-event basis) each individual delay or disruption event. Such cost summaries, breakdowns or requests shall not be based, in whole or in part, upon any methodology (such as “total cost” or “modified total cost” methodologies) that purports to calculate the Contractor’s additional costs of performance of the extra, change, addition or deletion (including without limitation the additional costs of delay, disruption or other impact) based on the difference between Contractor’s total actual Project or line item costs (with or without fee) and its original bid estimate for the Project or any original bid estimate line item. In connection with the foregoing, Contractor represents and warrants that it has the ability to generate and maintain complete and accurate cost accounting records that will reflect (i) the actual costs incurred or saved for each individual item of Extra Work, change, addition, deletion (including without limitation any costs of associated delay, disruption, interference, hindrance and the cumulative impact of each extra, change, addition, deletion on other parts of the Work); and, (ii) on an event-by-event basis, the effect of each delay or disruption that forms the basis of each request for extension of time, regardless of their scope, number, complexity, cumulative effect, or time of issuance or occurrence.

Except as provided in Section 6-6 of the General Conditions, Contractor shall have no right to recovery of any compensation, costs, expenses or damages resulting from delay, disruption, interference, or hindrance in the performance of the Work (including without limitation interruption of schedules, excess or extraordinary extended field and indirect overhead costs, loss of productivity and the impact, ripple or cumulative effect on other Work).

Contractor waives any claim or rights and remedies based on abandonment, quantum merit, rescission or other similar legal theory by reason of any of the following circumstances, which the Contractor acknowledges and agrees are within the reasonable contemplation of the parties: (i) changes, additions, deletions and extras to the Work after execution of the Contract and issued from time to time throughout the period of construction, regardless of their scope, Redlands Regular Meeting of 2-4-2025 808 of 995
CHANGE ORDERS 01254-9
number, cumulative value, or complexity, to correct errors, omissions, conflicts, and ambiguities in the Contract Documents, or to implement discretionary changes to the scope of Work requested by the City; (ii) the issuance and performance of changes, additions, deletions and extras in a manner that is not in sequence with the as-built or as-planned progress of the Work; (iii) changes due to Differing Site Conditions; (iv) suspensions of the Work or parts thereof, or limitations on access to portions or all of the Work, for the convenience of City or in the interests of the Project; (v) delay or disruption to the Work due to failure of the City, Engineer or Inspector to timely perform any contractual obligation.

E. Markups – Overhead and Profit

1. In addition to the direct expenditures specified for labor, materials and equipment in Subsection B, a lump sum will be paid for all overhead and profit, including: All insurance costs other than specifically mentioned in this Section, all field and office supervisors and assistants, all onsite project administration, security costs, the cost of small tools and consumables, incidental job burdens, and all general home office expenses and no separate allowance will be made therefor. Assistants to field and office supervisors include all clerical, stenographic, and general office help. Incidental job burdens include, but is not limited to, office equipment and supplies, temporary toilets, telephone, utilities, safety equipment, warning devices, personal protective equipment, and conformance to OSHA requirements. Project administration includes, but are not limited to, review and coordination, estimating, engineering, scheduling, and expediting relative to Change Orders, and updating and furnishing Record Drawings to incorporate changes, schedule update, supervision not applied solely to the Work of the Change Order, home office salaries and expenses, and City of Redlands Business Tax. Such lump sum shall conform to the following schedule of percentages of the total amount of direct expenditures of the Contractor and subcontractors.
(a) Work by Contractor. The following percentages shall be added to the Contractor’s costs and shall constitute the markup for all overhead and profits:
1) Direct Labor 20%
2) Direct Materials 15%
3) Direct Equipment 15%
(b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in (a) shall be applied to the Subcontractor’s actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

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2. Bonds and Insurance
An additional allowance of one percent (1%) of all direct costs (less markup) is allowed.

3. Add/ Deduct Changes
The overhead rates determined above shall be applied to all additive Change Orders, except those utilizing as-bid Unit Prices listed in the Bid Proposal.

Any change in the Work involving both extras and credits shall show a net total cost, including subcontracts. Allowances for overhead and profit to the net total cost, as specified herein above, shall be applied if the net total cost is an extra; overhead and profit allowances shall not be applied if the net total cost is a credit. The estimated cost of deductions shall be based on labor and material prices on the date the Contract was signed.

4. When all or any part of the extra work is performed by a Subcontractor, the markup established in subsection 1.1.E.1 shall be applied to the Subcontractor’s actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

F. City Furnished Materials, Equipment and Services
The Engineer reserves the right to furnish materials, equipment and services deemed expedient for use on the Changed/Extra Work. The Contractor shall have no claim for profit or overhead on the cost of such materials, equipment and services.

G. Equipment Costs
The rates for rental or leased equipment shall not exceed the rates listed in the Caltrans Labor Surcharge and Equipment Rental Rates (Caltrans LS&ERR). For T&M Change Orders, the rates are established by the actual paid invoice(s) that comply with the requirements of Subsections G.1 and G.3. Owned equipment costs shall not exceed the rates established by Subsection G.2. The most recent published edition in effect at the commencement of actual equipment use shall be used.

The rates paid for any rented or leased equipment or tools shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance and all incidental costs associated with the operation of the equipment or tools.

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CHANGE ORDERS 01254-11
It is the responsibility of the Contractor to include any appurtenances added to equipment which would increase the basic rate for said equipment (i.e., hoe-ram, oversize bucket, and etcetera) as established in the acceptable rental rate guide.

All equipment and/ or tools shall be acceptable to the Inspector, in good working condition, suitable for the purpose for which it is to be used, and necessary to complete the Changed/Extra Work. Payment will be based on the manner in which the equipment was actually powered, operated and modified per the equipment manufacturer’s recommendations.

1. Rented or Leased Equipment
For equipment rented or leased (including lease with purchase option) in arm's length transactions from outside vendors, the Contractor shall be paid the actual invoiced, rented or leased rates provided that the invoiced lease or rental rates do not exceed the rates set forth in the Caltrans LS&ERR. Arm's length rental or lease transactions are those in which the firm involved in rental or lease of such equipment is not associated with, owned by, have common management, directorship, facilities, or stockholders with the firm renting the equipment. Submittal by a Contractor of a rental or leased invoice from the lessor will be prima facie proof of compliance with the above. However, such invoices are not conclusive proof; if questioned, the burden of proof remains with the Contractor. In no event shall the leased equipment rate billed to the City be at rates exceeding those prescribed in the following table:

Actual Usage (Change Order
& Contract Work Combined) Payment Category
Less than 8 hours Hourly Rate
8 or more hours but less than 7 days Daily Rate
7 or more days but less than 30 days Weekly Rate
30 calendar days or more Monthly Rate
a. When in Use:

Actual equipment use time documented by the Inspector shall be the basis that the equipment was utilized on the changed work and paid for under the Change Order. In addition to the lease or rental rate, equipment-operating costs shall not exceed the estimated hourly operating rate as set forth in the Caltrans LS&ERR. The hours of operation shall be based upon actual equipment usage on the changed work as recorded by the Inspector. For multiple shift work sequences, the allowable equipment rate shall not exceed fifty percent (50%) of the base rate, for second or third shifts.

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b. When Idle:

Idle equipment is equipment on site and necessary to perform the Work under the change but not in actual use due solely to the impact of the changed work. Equipment operating costs due to idle time, documented by the Inspector, shall be paid at the rate determined in “G” (1) above. Idle time shall include a reasonable time allowance to and from the project site.

Payment for equipment or tools shall be limited to hours actually worked on the Changed/Extra Work if the equipment or tool is already on site for Work under the original Contract. No “standby” time will be paid for equipment already on site for Work under the original Contract.

If equipment or tools are used intermittently and, when not in use, could be returned to the rental source at less expense than holding it at the work site, it shall be returned, unless the Contractor elects to keep it at the work site at no expense to the City.

2. Owned and Other Equipment
Equipment rates for owned equipment or equipment provided in other than arm's length transactions shall not exceed the total hourly costs as set forth in the Caltrans “Labor Surcharge and Equipment Rental Rates” effective at the time the work is performed. (The Caltrans equipment rental rates are available on the internet at
http://www.dot.ca.gov/hq/construc/equipmnt.html.) If the equipment is not listed in Caltrans LS&ERR, then the Rental Rate Blue Book shall be used. When using the Blue Book, the hourly rate for any period less than 7 days shall be the weekly rate divided by 40, plus the Operating Cost.

Except as noted herein below, this equipment hourly rate plus the estimated operating cost per hour from the Blue Book will be paid for each hour the equipment actually performs the Extra Work. Daily records listing the equipment units and their respective operators, identification code, and actual usage on the Work under the Change Order, as certified at the end of each work day (or work shift if the Work is being performed in multiple work shift sequence) by the Inspector shall be the record upon which actual equipment use shall be based. For multiple shift work sequences, the Caltrans overtime factor shall be applied (When using the Blue Book one-half the Non-Operating Cost will be deducted for second and third shifts. The Non-Operating Costs are the Blue Book monthly or weekly/40 rates, as applicable.). It is agreed that this rate shall represent payment in full for all the Contractor’s direct costs.

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a. When Idle:

Payment for equipment necessary to be on the site to complete the Work, but not in actual use due solely to the impact of the changed work, shall be paid per the table in Caltrans Standard
Specifications Section 9-1.03A(3b), provided that its presence and necessity on the site has been documented by the Inspector, and further provided that the equipment was idled solely by actions of the City. Idle equipment time will only be paid as a function of delays specifically directed or caused by the City's actions. In no event shall the idle time claimed in a day for a particular piece of equipment exceed the normal work schedule established for the project - usually eight (8) hours per day or forty (40) hours per week, and excluding Saturdays, Sundays, and holidays. For multiple shift work sequence, the allowable idle equipment rate shall not be allowed, for second or third shifts. It is agreed that this rate shall represent payment in full for all the Contractor’s direct costs.

3. Equipment Haulage and Set Up Costs
Documented and actual equipment haulage and set up costs shall be paid for, if applicable as set forth in Subsection B.3.

4. Other Equipment Cost Guides
In the event that a piece of equipment used on a Change Order is not listed in Caltrans or the Blue Book, costs may be derived from the Associated General Contractor’s of America Equipment Ownership Guide, the Associated Equipment Dealers Guide, or the Equipment Rate Guide published by the U.S. Army Corps of Engineers as adjusted appropriately for the type of work and use and the regional area of the Work under this Contract.

H. Records
At any time should the Contractor deviate substantially from the schedule, method and sequence of operation, equipment, cost or pricing data furnished by the Contractor and agreed to by the City in connection with the Change Order or should the City determine that any price negotiated in connection with the Change Order is defective due to such deviation or the fault of the Contractor, the City reserves the right to reduce the Change Order cost and reissue the Change Order at the amount in which the City determines to be the actual costs to complete the change.

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Whenever any material or process is indicated or specified by patent or a proprietary name, or by name of a manufacturer in the Change Order, such direction shall not relieve the Contractor’s responsibility or obligation to perform work in accordance with the contract requirements. The Contractor shall be solely responsible for, and have control over construction means, methods, techniques, sequences and procedures, coordination of all portions of the contract and Change Order work.

The Contractor shall on a weekly basis submit an approximate accounting of the amount expended on the Time and Materials work to date and an estimate of the Impact to the time of performance of work.

I. Partial Payments for Time and Materials Work.

Progress payments for Time and Materials work shall only be made if the anticipated cost of the changed work is in excess of $50,000 and/or the time to perform the changed work will exceed two (2) months duration. To receive payments for Time and Materials work, the Contractor shall submit to the Engineer an invoice of the daily reports which were verified by the Inspector, with details and documents, verifying the Contractor’s and Subcontractor's actual costs incurred for the Time and Materials work as set forth in Subsections B through H. Costs shall be submitted within thirty (30) calendar days after the T&M work has been satisfactorily completed unless an extension of time for submittal is authorized in writing by the Inspector.

END OF SECTION
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SCHEDULE OF VALUES 01298-1

SECTION 01298 SCHEDULE OF VALUES

1.1 GENERAL
A. The Schedule of Values shall be used as a basis for determining progress payments on a lump sum contract or any designated lump sum bid item. The Schedule of Values shall be a schedule of cost loaded construction activities equal, in total, to the lump sum bid and shall be in such form and sufficient detail to correctly represent a reasonable apportionment of the lump sum. Prior to submitting an invoice for payment, the CONTRACTOR shall have submitted a detailed Schedule of Values and obtained approval from the ENGINEER.

B. Each lump sum bid item on the Schedule of Work and Prices, as set forth in the Bid must be broken down separately. The breakdown of each lump sum bid item must cover the cost of construction required by the contract documents for that item. The sum of the values for the construction activities, within a bid item, must equal the total bid amount for that item. The breakdown shall include subcontract amounts which shall not deviate from the amounts submitted in the Bid Proposal. The CONTRACTOR shall provide certification from the Subcontractors certifying the subcontract amounts.

C. Each activity in the Schedule of Values shall delineate one construction activity.

For example, the placement of concrete between construction joints, the construction of an electrical duct bank or pipeline between points A & B. The costing for each activity should include all costs for the labor and materials or equipment required to complete the activity. For example, concrete construction activities should include all costs for the forming, placing of reinforcement, placing concrete and curing. The cost for pipeline construction activities should include materials, equipment and installation including pipeline supports or thrust blocks. The excavation and backfill for a pipeline or structure may be separate activities. The Contract Price breakdown shall include the itemized costs for the plant establishment and any maintenance services to be performed before the final project acceptance is made. No non-construction activity shall be cost loaded.

D. The CONTRACTOR shall use cost loaded construction activities from the Construction Schedule as a Schedule of Values. Each construction activity shall be encoded to its bid item and a sort provided for each bid item totaling the cost loaded amount. The total of the Cost Loaded amounts for each bid item shall equal the amount bid for that item. The total of the Schedule of Values shall equal the current Contract value at all times. At any time during the progress of the Work of the Contract the INSPECTOR reserves the right to review the cost loading of the Schedules of Values and direct necessary revisions. When requested by the INSPECTOR, the CONTRACTOR shall provide all information necessary to substantiate the cost loading.

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E. Attached are samples of the Schedule of Values. The City will provide project specific Schedule of Values for the CONTRACTOR to use throughout the project at the Preconstruction Meeting. The Schedule of Values must be used by the CONTRATRACTOR at the time of each progress payment.

END OF SECTION
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CONSTRUCTION SCHEDULE 01321-1
SECTION 01321 CONSTRUCTION SCHEDULE

1. THE REQUIREMENT
A. It is expressly understood and agreed that the time of beginning, the rate of progress, and the time of completion of the Work are of the essence of this Contract.

B. The CONTRACTOR’S representative in charge of scheduling is required to attend all meetings pertaining to scheduling and progress of the Work.

C. The CONTRACTOR shall submit to the ENGINEER 3 hard copies and the electronic file of the CONTRACTOR'S Construction Schedule (the schedule) at the time of the preconstruction meeting. The schedule shall be either a Critical Path Method (CPM) Network or a detailed Bar Chart with the critical path clearly shown. If the CPM network option is used, then Primavera Project Management or Microsoft Project shall be the scheduling software. If a detail Bar Chart is used, Microsoft Excel shall be the software utilized. The schedule shall include the following:

1. Activity ID,

2. Activity Description,

3. Start date for each activity,

4. Finish date for each activity,

5. Original duration,

6. Predecessor,

7. Successor,

8. Percent Complete,

9. Remaining Days.

A minimum of seven (7) calendar days for review of each schedule. Schedule activities shall be of sufficient detail to assure adequate planning has been done for proper execution of the Work and such that, in the sole judgement of the ENGINEER, it provides an appropriate basis for monitoring progress. The schedule shall begin with the date of issuance of the Notice to Proceed and conclude with the date of Final Completion shown in the Contract. Submittal and approval of the schedule in accordance with the requirements of this Section is a condition precedent to the issuance of any payments under this Contract. Once the schedule is approved it will become the baseline schedule and must be shown and compared on all subsequent schedule submittals.

D. Float, slack time, or contingency within the schedule (i.e., the difference in time between the project's early completion date and the required Contract Completion date), and total float within the schedule, is not for the exclusive use of either the CITY or the CONTRACTOR, but is a jointly owned expiring resource available to and shared by both parties. Pursuant to this float sharing requirement, use of Redlands Regular Meeting of 2-4-2025 820 of 995
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float suppression techniques shall be cause for rejection of the schedule and any revisions or updates.

E. Time extensions shall not be granted nor delay damages paid until a delay occurs which is beyond the control and without the fault or negligence of the CONTRACTOR and its Subcontractors or Suppliers, at any tier, and which extends actual performance of the Work beyond the current Contract completion date and the completion date projected by the current, approved, updated schedule. If the delay occurs along a path, which the current approved Construction Schedule update projects late completion prior to addition of any CITY caused delay, then the time extension allowed will be only for the additional delay demonstrated by the approved Time Impact Analysis. Time extensions shall be granted only if they are clearly demonstrated by the CONTRACTOR through the submittal, within seven (7) calendar days after the delay occurs, of a Time Impact Analysis which demonstrates the estimated impact on the end date of the Work; is based upon the updated Construction Schedule current as of the month the delay occurred; and demonstrates that the delay cannot be mitigated, offset, or eliminated through such actions as revising the intended sequence of Work or other means.

If a time extension if granted by the CITY, the updated schedule reflecting the change shall become the baseline and be reflected schedule and must be shown and compared on all subsequent schedule submittals.

Since float time within the Construction Schedule is jointly owned, it is acknowledged that CITY caused delays on the project may be offset by CITY caused time savings (e.g. critical path submittals returned in less time than allowed by the Contract or approval of substitution requests which result in a savings of time to the CONTRACTOR). In such an event, the CONTRACTOR shall not be entitled to receive a time extension or delay damages until all CITY caused time savings are exceeded and the Contract completion date is also exceeded.

F. If the initial schedule submitted shows completion of Work more than thirty (30) calendar days in advance of the Contract completion date, the ENGINEER may, at no cost to the CITY, decrease the Contract duration by issuance of a Change Order which changes appropriate Milestone Date(s) and the Contract completion date to the completion date reflected on the schedule. Any approved schedule, revision, or update having an early completion date shall show the time between the early completion date and the Contract completion date as "project float".

G. Comments made by the ENGINEER on the schedule during review will not relieve the CONTRACTOR from compliance with all requirements of the Contract. The ENGINEER may request that the CONTRACTOR and all major Subcontractors (defined herein as being any Subcontractor, Sub-Subcontractor, or Supplier with five (5) percent or more of the value of the Contract) participate in Redlands Regular Meeting of 2-4-2025 821 of 995
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review of any schedule submission. All revisions shall be submitted within seven (7) calendar days after the ENGINEER’S review.

H. Two copies of an updated schedule shall be submitted to the ENGINEER for approval with the submittal of each CONTRACTOR'S monthly payment request or the monthly payment request will be withheld. For those activities started but not yet completed at the time of submittal, the updated schedule shall reflect the percentage complete, as agreed between the CONTRACTOR and the INSPECTOR, and an estimate of the remaining duration. The monthly update of the schedule shall include an updated bar chart with logic arrows or network diagram and include the same additional data as required by Section 1.C. If the CPM network option is used, the schedule shall be calculated using remaining durations and the progress override option. The monthly update shall also include a complete, hard copy list of all the changes made from the previously approved submittal. If the schedule is done using Primavera, use a Claim Digger report for the list of changes.

I. The submittal of an updated schedule which meets the requirements of this Section, accurately reflects the status of the Work (for all previously accepted activities), and incorporates all approved changes into the schedule, shall be a condition precedent to the processing of the monthly payment application. (Actual and/or forecast dates for status of additional submittal cycles shall be added without the prior approval of the Engineer.) Updated schedules shall also be submitted at such other times as the ENGINEER may direct. Upon approval of a Change Order or issuance of a notice to proceed with a change, the approved change shall be reflected in the next schedule update.

J. If completion of any part of the Work, delivery of equipment or materials, or submittal of CONTRACTOR submittals is behind schedule and will impact the end date of the Work, the CONTRACTOR shall submit a written recovery plan acceptable to the ENGINEER for completing the Work by the current Contract completion date, if requested by the ENGINEER.

K. As a condition precedent to the release of any retained funds, the CONTRACTOR shall, after substantial completion of the Work has been achieved, submit a certified, final schedule which accurately reflects the manner in which the project was constructed and includes actual start and completion dates for all activities on the schedule.

END OF SECTION
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CONSTRUCTION PROGRESS PHOTOGRAPHY 01322-1
SECTION 01322 CONSTRUCTION PROGRESS PHOTOGRAPHY

1.1 GENERAL
A. Required: Provide photographs taken at the Jobsite at the specified stages of Contracted Work in accordance with provisions of this Section.

1. The Contractor shall provide the City with photos with addresses identifying each property location, the direction the photograph was taken (facing North, South etc).

2. Take first photographs just before CONTRACTOR starts any work operations at the Jobsite.

3. Take final photographs when all Contracted Work has been completed, regardless of time interval since previous photographs were taken.

1.2 SUBMITTALS
Except as otherwise directed by the ENGINEER, submit all photographs electronically on a CD/DVD organized by phase of construction and location.

1.3 QUALITY ASSURANCE
Photographs and prints to be of professional quality; clear, in focus, with high resolution and sharpness, and with minimum distortion.

END OF SECTION
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CONSTRUCTION STATUS REPORTS 01323-1
SECTION 01323 CONSTRUCTION STATUS REPORTS

1.1 REQUIREMENTS
A. Daily Status Report
The Contractor shall complete a daily report indicating manpower, major equipment, subcontractors, unusual occurrences and etc., involved in the performance of the work. The daily report shall be completed on forms prepared by the Contractor and approved by the City and shall be submitted to the Project Manager at the conclusion of each work week.

The Contractor shall also have workers on the project sign in and out each day on the City of Redlands Daily Sign In Sheet which shall state the name, times in and out and the work performed by each worker on the project each day. The completed Daily Sign In Sheets shall be submitted to the City of Redlands Project Manager at the end of each work week. Failure to submit daily reports and daily sign in sheets to the Project Manager on a weekly basis will result in a possible and temporary suspension of work until reports are submitted.

B. Weekly Status Report
During the construction phase of the Work, the CONTRACTOR shall submit weekly written status reports to the ENGINEER and the INSPECTOR. The report shall contain a record of inspections and tests, not performed by CITY forces, for all Work accomplished subsequent to the previous report and shall include the following information:

1. Type of work under way during the time frame of the report (e.g., earthwork, concrete work, structural steel erection, equipment manufacturing, component installation).

2. Inspections and tests, and location of inspections and tests that were made.

3. Results of inspections.

4. Reports of tests performed, including those specified, with the results of the tests, and acceptance criteria, including failures and remedial action to be taken. Test results, including all computations, shall be attached to the report form. Where test results cannot be completed by the time the report is submitted, a notation shall be made that the test was performed, including the approximate expected date that test results will be reported.

5. Report of any nonconforming items/activities. Nonconformance report forms designed solely for this purpose shall be utilized.

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6. Results of inspections of material and equipment done upon their arrival at the Jobsite and prior to their incorporation into the Work. This includes, but is not limited to, compliance with approved submittals, damage, and proper storage requirements.

7. Offsite quality control activities.

8. Instructions received from the ENGINEER or INSPECTOR.

9. In all cases, the report must be verified and signed by the CONTRACTOR'S representative. The verification is to contain the statement that all supplies and materials incorporated in the Work are in compliance with the terms of the Contract except where noted.

C. 3 Week Look Ahead Schedule
During the construction phase of the Work, the CONTRACTOR shall submit 3 Week Look Ahead reports to the ENGINEER at the weekly progress meetings or as directed by the ENGINEER. The report shall include the following information:

1. Type of work under way during the time frame of the report (e.g., earthwork, concrete work, structural steel erection, equipment manufacturing, component installation).

D. Miscellaneous Submittals
CONTRACTOR shall prepare a Daily Construction Report recording the following information concerning events at the job-site and submit original copies to the ENGINEER at weekly intervals for approval:

1. List of Subcontractors and Sub-Subcontractors at the site, types of works and job location.

2. Count of CONTRACTOR’S personnel at the site, name, type of work, hours completed and job location.

3. Construction equipments at the site.

4. High and low temperatures, general weather conditions.

END OF SECTION
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SUBMITTALS 01330-1
SECTION 01330 SUBMITTALS

1.1 THE REQUIREMENT
A. The CONTRACTOR shall furnish a schedule and list of all required submittals to the ENGINEER, including required submittals by all Subcontractors.

B. Wherever called for in these Specifications or on the plans, or where required by the ENGINEER, the CONTRACTOR shall furnish to the ENGINEER for review, two (2) hard copies and one electronic (PDF) copy of each submittal.

The term "submittal" as used herein shall be understood to include detail design calculations, design drawings, shop drawings, fabrication and installation drawings, erection drawings, lists, graphs, operating instructions, catalog sheets, data sheets, samples, and similar items. Unless otherwise required, said submittals shall be submitted to the ENGINEER at a time sufficiently early to allow review of same by the ENGINEER and to accommodate the rate of Construction Progress required under the Contract without delaying the Contract Work and with due regard for the possibility of resubmittals. All submittals shall be in English.

C. All design or shop drawings or other submittals shall be accompanied by a transmittal form for each submittal. Any submittal not accompanied by such a form may be returned, at the ENGINEER'S discretion, for resubmittal.

D. Normally, a separate transmittal form shall be used for each specific item or class of material or equipment for which a submittal is required. Transmittal of a submittal of various items using a single transmittal form will be permitted only when the items taken together constitute a manufacturer's "package" or are so functionally related that expediency indicates a review of the group or package as a whole. A multiple-page submittal shall be collated into sets, and each set shall be stapled or bound, as appropriate, prior to transmittal to the ENGINEER.

E. Shop Drawings shall show in detail the size, sections, and dimensions of all the member(s); the arrangement and construction of all connections and joints; all holes, straps, and other fittings required for attaching work and other pertinent details. When required, engineering computations shall be submitted. The CONTRACTOR shall be responsible for delivering reviewed copies of shop Drawings to all others whose work is dependent thereon. The CONTRACTOR shall maintain at the site of the Project, at all times, a complete file of approved Shop Drawings and manufacturers' data for this Project.

F. Except as may otherwise be provided herein, the ENGINEER will return prints of each submittal to the CONTRACTOR, with its comments noted thereon, within twenty (20) calendar days following their receipt by the ENGINEER. It is considered reasonable that the CONTRACTOR shall make a complete and acceptable submittal to the ENGINEER by the second submission of a submittal Redlands Regular Meeting of 2-4-2025 826 of 995
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item. The CITY reserves the right to withhold moneys due the CONTRACTOR to cover additional costs of the ENGINEER'S review beyond the second submittal. Submittal will be returned to the CONTRACTOR with one of four (4) markings:

1. If a submittal is returned to the Contractor marked "NO EXCEPTIONS," formal revision and resubmission of said submittal will not be required.

2. If a submittal is returned to the Contractor marked "EXCEPTIONS NOTED," formal revision and resubmission of said submittal will not be required, unless specifically requested.

3. If a submittal is returned to the Contractor marked "RETURNED FOR CORRECTION," the Contractor shall revise said submittal and shall resubmit the originally required number of copies of said revised submittal to the Engineer.

4. If a submittal is returned to the Contractor marked "NOT ACCEPTABLE," the Contractor shall revise said submittal and shall resubmit the originally required number of copies of said revised submittal to the Engineer.

G. All Work for which Shop Drawings are required shall be performed in accordance with the reviewed and approved copies. Fabrication of an item shall not commence before the ENGINEER has reviewed the pertinent submittal and returned the copies to the CONTRACTOR marked either "NO EXCEPTIONS TAKEN," or "MAKE CORRECTIONS NOTED“. Revisions indicated on submittals shall be considered as changes necessary to meet the requirements of the Contract Documents and shall not be taken as the basis for claims for extra work.

H. All CONTRACTOR submittals shall be carefully reviewed by an authorized representative of the CONTRACTOR prior to submission to the ENGINEER.

Each submittal shall be dated, signed, and certified by the CONTRACTOR as being correct and in strict conformance with the Contract Documents. No consideration for review by the ENGINEER of any CONTRACTOR’S submittal will be made for any items which have not been so certified by the CONTRACTOR. All noncertified submittals will be returned to the CONTRACTOR without action taken by the ENGINEER, and any delays caused thereby shall be the total responsibility of the CONTRACTOR.

I. Should the Shop Drawings or manufacturers data (for submittals required by the Standard Specifications or the specifications) show variations from the Contract requirements, the CONTRACTOR shall make specific mention of such variations in the letter of transmittal, in order that, if acceptable, suitable action may be taken for proper adjustment of the Contract; otherwise the Redlands Regular Meeting of 2-4-2025 827 of 995
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CONTRACTOR will not be relieved of the responsibility for executing the work in accordance with the Contract Documents, and the approved submittals.

J. The ENGINEER’S review of CONTRACTOR’S submittal shall not relieve the CONTRACTOR of the entire responsibility for the correctness of details and dimensions and conformance to the Specifications. The CONTRACTOR shall assume all responsibility and risk for any misfits due to any errors in the submittal. Any fabrication or other work performed in advance of the receipt of accepted submittals shall be entirely at the CONTRACTOR’S risk and expense.

The CONTRACTOR shall be responsible for the dimensions and the design of adequate connections and details.

K. CONTRACTOR’S Coordination:

1. ENGINEER will return and will not review unrelated submittals.

2. The CONTRACTOR may be required to provide drawings, setting diagrams and similar information necessary for proper coordination of Contracted Work. Such data shall remain between the CONTRACTOR and CONTRACTOR’S Subcontractor and will not be reviewed by the ENGINEER unless specifically called for in the Contract Documents.

3. ENGINEER will not review any required Structural Shop Drawings, Structural Calculations, etc., not prepared or signed by a State of California licensed ENGINEER.

4. ENGINEER will return and will not review any submittal requiring coordination with other submittals until such other submittals or required information is received by the Consultant or ENGINEER.

L. CONTRACTOR’S Submittals: CONTRACTOR’S submittals required for performance of Contracted Work, shall include, but are not limited to, the following:

1. Schedule of Values for all Lump Sum items within the Proposal.

2. Construction Schedule and Notification to ENGINEER of completion of each milestone or percentage increment of the Work as required.

3. Submittal Schedule

4. Daily Construction Reports

5. Shop Drawings and Structural Calculations.

6. Manufacturer’s Data and Specifications.

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7. Samples

8. Templates

9. Certificate of Compliance

10. Construction Photographs

11. Substitutions

12. Record Drawings and Record Project Manual

13. Operation & Maintenance Manuals

14. Stock Materials, Spare parts, tools

15. Material Testing Results

16. Maintenance Logs and Maintenance Schedule.

M. CONTRACTOR shall conform to the provisions of the Contract Document and as may be specifically directed by the ENGINEER.

1. Preparation and processing of submittals shall be coordinated with Contracted Work operations, which include fabrication, purchasing and delivery of work items so as not to delay Contracted Work operations.

2. In each copy of the Submittal, mark every applicable material, product, equipment, manufacturer’s data, product information, color samples, rating or values, part and model numbers, etc. by red color circle. Each of the submittal items must be clearly distinguishable from other unrelated or similar items listed in the Manufacturer’s Catalog or Technical Specifications, Manuals, etc.

N. Coordination and Submittals:

1. Carefully review and coordinate all aspects of each item being submitted.

2. Carefully review contract drawings and technical sections, verify all work as laid out or indicated meeting the applicable codes and standards.

3. Ensure ample time for reviewing and processing of the submittals by the CITY or other authorized agencies, delays resulting from improper and untimely submittals shall be the responsibility of the CONTRACTOR.

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SUBMITTALS 01330-5

4. Verify that all such submittal items conform to the Project Manual requirements noted in the Technical Sections.

5. Verify all site conditions and provide all required dimensions and measurements in Shop Drawings.

6. Where necessary, review the CITY’S comments, make changes and resubmit to local governing agencies for approval. Furnish the ENGINEER copies of the approved plans or drawings for review.

O. CONTRACTOR shall affix to each submittal, the CONTRACTOR’S signature certifying that required coordination has been performed and include on an attached label for processing and recording action taken, noting the following:

1. Name of the Project

2. Date of the Submittal

3. Name and address of Consultant

4. Name and address of the CONTRACTOR

5. Name and address of the Subcontractor(s)

6. Name and address of the Supplier

7. Name and address of the Manufacturer

8. Reference to Specification Section Number and Title

9. Reference to Drawing Sheet Number and detail(s)

10. Submittal Number

11. Priority Number and expected return date.

END OF SECTION
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SUBMITTALS 01330-6

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EROSION CONTROL PLAN 01572-1
SECTION 01572 EROSION CONTROL PLAN
Contractor shall comply with all laws, codes, ordinances and requirements of governing agencies regarding the discharge of pollutants, air and water pollution control and any other requirements for this project. Within 5 days of the Notice to Proceed, Contractor shall submit two (2) hardcopies of the draft Erosion Control Plan to the City for review. Any corrections or changes shall be made to the Erosion Control Plan, approved by the Engineer and implemented prior to any construction work on this project. The plan shall be updated as necessary or required for compliance purposes.

Payment for work on this item shall be made as a percentage of work completed at each monthly payment. All work under this item shall be as shown on the approved drawing accepted by the City prior to any work on the project. The Contractor shall have all work installed and inspected by the City prior to any work on the project.

Full compensation for this item shall be in accordance with all state and federal NPDES rules, regulations, requirements and laws and shall constitute all work for providing, installing, maintaining and removing all work as required for all excavations, earthwork, grading, grinding, paving, concrete, runoff containment, and any other work performed within the project boundaries.

END OF SECTION
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CONSTRUCTION INFORMATION SIGNS 01581-1
SECTION 01581 CONSTRUCTION INFORMATION SIGNS

1.1 THE REQUIREMENT
The City shall provide the Contractor with all required construction information signs for the project. The signs shall be installed at the locations noted in the plans, if included, or as otherwise directed by the Engineer. If the project consists of numerous sites, the construction information signs shall be relocated to each site as work progresses. The construction signs shall be installed the same day work commences on any construction site. If the sign is not installed prior to construction work beginning at a subsequent site, the City will install the information signs at the Contractor’s expense.

The installation of each sign shall be the responsibility of the contractor to include mounting posts, hardware and any related incidentals to ensure the sign is placed in a safe and secure manner. For any sign required for multiple site projects, where the sign is frequently relocated and not anticipated to be installed in the ground on posts, the Contractor shall provide a Type III barricade for mounting. The contractor shall obtain approval from the Engineer following installation of the construction information sign. If the signs are installed in the ground with posts, proper vertical clearance shall be provided. The minimum vertical clearance shall be six feet within a parkway area and seven feet within the sidewalk.

The construction information sign shall remain visible at all times. The contractor shall replace stolen signs at their expense and maintain the signs, ensuring all graffiti, soil, paint, etc. is removed from the sign immediately. Upon completion of the project, each sign shall be removed and returned to the City. If the sign is not returned to the City at the completion of the project in the original condition, the cost of the sign shall be withheld from the final progress payment.

The Contractor shall notify Underground Service Alert (Dig alert) at least 2 working days, but not more than 14 calendar days, prior to performing any excavation.

Full compensation for furnishing all labor, equipment, materials, and tools required to perform the tasks noted above, and as ordered by the Engineer, shall be considered as being included in the various Contract items of work and no separate or additional compensation will be allowed therefore.

END OF SECTION
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MOBILIZATION 01721-1

SECTION 01721 MOBILIZATION

1.1 THE REQUIREMENT
A. General
Whether Mobilization is included as a Contract Bid Item in the Bid Proposal Form or specified as part of the lump sum in the Contract Documents, the cost of labor, equipment, materials and incidentals for doing all the work in mobilization (in advance of construction operations and not directly attributable to any specific bid item) shall be included in the Contract Price Breakdown and progress payment estimate. If there is no mobilization bid item the CONTRACTOR shall submit to the INSPECTOR for approval the Contract Price Breakdown with the amount established for mobilization.

Mobilization shall include, but not be limited to, the following items, all as required for the proper performance and completion of the Work:

1. Obtaining all permits, licenses, insurance, and bonds. Providing copies to the ENGINEER.

2. Moving onto the Jobsite all of CONTRACTOR’S plant and equipment as required.

3. Erecting temporary buildings and other construction facilities.

4. Installing temporary construction power and wiring.

5. Establishing fire protection system for its temporary facilities.

6. Developing construction water supply.

7. Providing field office trailers for the CONTRACTOR, complete with all specified equipment, furnishings, utility services and required approvals from the CITY.

8. Providing sanitary facilities or connecting to onsite sanitary facilities as specified.

9. Providing for potable water facilities as specified. This includes a means by which all on site CONTRACTOR, Subcontractor or supplier personnel can wash their hands with soap.

10. Arranging for, and erection of, CONTRACTOR’S work and storage yards and sheds.

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MOBILIZATION 01721-2

11. Submitting all required Subcontractor insurance certificates and bonds.

12. Posting all CAL/OSHA required notices and establishment of safety programs.

13. Furnishing of Construction Schedule, Contract Price Breakdown and Submittal Schedules.

14. Erecting all temporary fencing, including removal and disposal of existing temporary fencing.

END OF SECTION
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SURVEYING 01722-1
SECTION 01722 SURVEYING
PART 1 - GENERAL
A. General

1. The CONTRACTOR shall be responsible for all surveys required to layout the Work and for the accuracy of all survey work for construction.

The CONTRACTOR shall include the cost of all such survey work in their Bid. The CONTRACTOR shall have all construction surveying performed by a `Licensed Land Surveyor' or a `Civil Engineer’ registered by the State of California to perform such work. The ENGINEER reserves the right to verify all survey work done by the CONTRACTOR.

2. The CONTRACTOR shall preserve the initial survey control points for the duration of their usefulness. Monumentation that is subject to disturbance or destruction shall be located and referenced prior to construction and relocated and referenced if necessary after construction, in accordance with the following requirements.

B. Construction Surveys

1. The CONTRACTOR shall provide all reference stakes and form checks necessary for construction and inspection of improvements. All construction staking shall be documented in cut sheets and provided to the ENGINEER. This staking may include but is not limited to: removals, joins, rough grade, slope, utilities, storm drains, sewers, curbs, walks, paving, wall and building stakes; and any other staking necessary for construction and inspection.

C. Reference Or Grade Stakes

1. A reference or grade stake shall be set for each grade change or angle point shown on the plan, standard plan, and shop drawing, in addition to the normal staking interval.

D. Form Checks

1. Forms shall be checked when durable points may be disturbed, removed, or are impractical to be used to verify the design location. The measured location shall be recorded in the survey field notes. All variations from the plan location shall be brought to the attention of the ENGINEER.

E. Staking Intervals And Offset Stake Lines
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1. All staking intervals shall be in accordance as directed by the Engineer.

Stake lines shall be set at an offset distance from the improvement to ensure proper grade, station, and alignment.

F. Utility Stakes

1. The CONTRACTOR shall provide stakes for all utilities, public or private, that require location or relocation, unless otherwise stated.

G. Additional Survey Work

1. The CONTRACTOR may be required to furnish additional survey work, such as profiles, restakes, Change Orders, etc., at the request of the ENGINEER or the INSPECTOR.

H. Accuracy

1. The CONTRACTOR shall use appropriate surveying methods to obtain the following standards: For fixed works (i.e. cast-in-place concrete; asphalt pavement, pipes and drains; and other items determined by the ENGINEER) the following survey standards shall be used. The absolute horizontal accuracy, in relationship to the Engineer’s control, shall be such that the semimajor axis of its 95% error ellipse is ±0.015 foot or less. The absolute vertical accuracy, in relationship to the Engineer’s control, shall be such that its standard deviation is ±0.015 foot or less. The relative horizontal accuracy of survey points within the Project shall be such that the semimajor axis of its 95% error ellipse is ±0.015 foot or less. The relative vertical accuracy of survey points within the Project shall be such that its standard deviation is ±0.015 foot or less.

2. For excavation purposes, the following survey standards shall be used.

The absolute horizontal accuracy, in relationship to the Engineer’s control, shall be such that the semimajor axis of its 95% error ellipse is ±0.1 foot or less. The absolute vertical accuracy, in relationship to the Engineer’s control, shall be such that its standard deviation is ±0.1 foot or less. The relative horizontal accuracy of survey points within the Project shall be such that semimajor axis of the 95% error ellipse is ±0.1 foot or less. The relative vertical accuracy of survey points within the Project shall be such that its standard deviation is ±0.1 foot or less.

I. Survey/Inspector

1. The CONTRACTOR shall provide to the INSPECTOR those
measurements and control points necessary to determine the location and conformance to the plan, line, and grade of the improvements necessary for inspection purposes.

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J. Survey Notes

1. The CONTRACTOR shall supply and keep notes on CITY standard format note sheets. The ENGINEER may request copies of, and otherwise review, survey notes at any time during the construction phase of the Project. Upon completion of the Project, the original survey notes shall become the property of the CITY and shall be delivered to the

ENGINEER
PART 2 – MONUMENT PRESERVATION GUIDELINES
A. New & Reconstruction Projects

1. Prior to Construction
a. The public survey records are to be researched for the location of all possible survey monuments within the scope of the project and copies shall be furnished to the survey crew.
b. The survey crew shall diligently search for all survey monuments of record above or below the surface, within the road right-of-way. It is suggested that this search would include the use of a metal detector. When the detector indicates the possibility of a buried survey monument, then digging below the surface to uncover the monument is required.
c. The survey crew shall properly reference all found survey monuments, which may be disturbed or covered during construction, to stable surface points. d. The authorized surveyor shall properly complete a Corner Record or Record of Survey for the monuments noted in item c, above. Prior to the start of any construction work, the original or a print of the Corner Record or Record of Survey shall be submitted to the County Surveyor for review, signature and filing. A copy shall also be provided to the City prior to the start of construction to provide documentation that the requirement is met.

2. After Construction and Prior to Notice of Completion a. All covered and disturbed monuments shall be reset with the same or more durable type of monument as the original, in the surface of the construction.

Key monuments shall be a minimum 1” inside diameter iron pipe of appropriate length.
b. A monument box or other protective structure is recommended to be placed around key monuments (section corners, quarter section corners). c. The authorized surveyor shall properly completes a Corner Record or Record of Survey for all set monuments with a change in character, including tag number, and submit it to the County Surveyor for review, signature and filing.

A copy shall also be provided to the City prior to the Notice of Completion to provide documentation that the requirement is met.

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SURVEYING 01722-4
B. Overlay Projects

1. Prior To Construction
a. The public survey records are to be researched for the location of all possible survey monuments within the scope of the project and copies shall be furnished to the survey crew.
b. The survey crew shall diligently search for all survey monuments of record and on the surface of the road. It is suggested the search would include the use of a metal detector. When the detector indicates the possibility of a buried survey monument, then digging below the surface to uncover the monument within 2” of the road surface is recommended.
c. The survey crew shall properly reference found survey monuments, which may be disturbed or covered during construction, to stable surface points. d. The authorized surveyor shall properly complete a Corner Record or Record of Survey for the monuments noted in item 3, above. Prior to the start of any construction work, the original or a print of the Corner Record or Record of Survey shall be submitted to the County Surveyor for review, signature and filing. A copy shall also be provided to the City prior to the start of construction to provide documentation that the requirement is met.

2. After Construction and Prior to Notice of Completion a. All covered or disturbed monuments and surface monuments are reset in the new road surface, or a new monument is set in the new road surface above the buried one.
b. All existing monument boxes will be adjusted to grade or replaced, as appropriate.
c. A monument box or other protective structure should be placed around key monuments (section corners, quarter section corners).
d. The authorized surveyor shall properly complete a Corner Record or Record of Survey for all set monuments and existing monuments with a change in character, including tag number and submits it to the County Surveyor for review, signature and filing. A copy shall also be provided to the City prior to the Notice of Completion to provide documentation that the requirement is met.

C. Slurry Seal Projects

1. Prior To Construction
a. The public survey records are to be researched for the location of all possible survey monuments within the scope of the project and copies furnished to for the survey crew.

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b. All monument boxes shall be located and steps taken to ensure that the survey monuments inside are readily accessible upon completion of the project. c. The survey crew shall diligently searches for survey monuments on the surface of the roadway, and identify said monuments recovered in the field to ensure that they will be protected. The survey crew shall inventory the monuments recovered in the field in a manner that allows for their recovery and inspection after construction.

2. After Construction and Prior to Notice of Completion a. All monument boxes shall be inspected, and appropriate action taken when needed, to ensure that the survey monuments inside are readily accessible. b. The survey crew shall review the inventory of found monuments by field inspection to ensure that all survey monuments are clean and exposed. Those monuments covered after construction is completed shall be uncovered.

D. Monument Tie Preservation

1. Prior To Construction
a. All existing survey monument ties within the scope of the project shall be researched and identified prior to construction. Surveyor may obtain existing tie sheets from the City as available.
b. If it is determined that all ties for a survey monument may be disturbed during construction, the Surveyor shall relocate the monument ties prior to construction, within improvements that will not be disturbed, and file the revised tie sheet with the City. A minimum of three tie points should reference each centerline monument, whenever possible

2. After Construction and Prior to Notice of Completion a. If it is determined that the result of construction will not disturb all survey monument ties for a specific monument, the Surveyor shall replace all monument ties disturbed during construction per the following guidelines:
i. Monument ties shall be placed during the finishing process of the concrete improvements.
ii. Monument ties shall be set below the elevation of the adjacent top of curb to provide protection from any future cleaning, maintenance or work around the tie.
iii. A minimum of three tie points should reference each centerline monument, whenever possible.
b. Once the construction is complete, the Surveyor shall prepare a revised tie sheet, and file with the City for all monument ties disturbed during the construction.

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END OF SECTION
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POTHOLING 01732-1
SECTION 01732 POTHOLING

1.1 THE REQUIREMENT
A. The CONTRACTOR shall conduct exploratory excavations by potholing to verify or to discover the actual locations and the size of existing underground utilities and improvements. The CONTRACTOR shall take care not to damage existing facilities during potholing operations. Any utility or existing facility (including those located by Underground Service Alert - USA) within 3 feet of any trench or excavation shall be potholed prior to starting the contract work in the vicinity.

Potholing shall be done in each given area where excavation work is to occur at least fourteen (14) calendar days in advance of any excavation or construction in that area, to avoid possible delay in the progress of the Work.

B. Potholing shall consist of excavations at the locations of utilities or other underground facilities indicated on the Drawings, located by USA, or as directed by the ENGINEER. All costs of potholing operations for the utilities indicated on the Drawings shall be included in the CONTRACTOR’S Bid.

C. If an allowance for “Additional Potholing” has been established and included in the SCHEDULE OF WORK AND PRICES, this allowance shall only be used to reimburse the CONTRACTOR for potholing utilities not shown or otherwise referenced on the drawings, or as directed by the ENGINEER. If the total cost of the Work directed under the Additional Potholing allowance differ from the amount set forth in the SCHEDULE OF WORK AND PRICES, the Contract Price shall be adjusted by a Change Order. The adjustment shall be the difference between the total actual costs and the amount included in the Bid, as an additional amount due to the CONTRACTOR or a credit to the CITY, as appropriate.

D. In addition to the potholes indicated on the Drawings, or directed by the ENGINEER, the CONTRACTOR may opt to do further potholing deemed necessary at no additional cost to the CITY.

E. Potholing operations shall conform to all applicable requirements as to sidewall slopes, sheeting and shoring, and all other excavation and trenching provisions specified herein.

F. Potholes shall be identified and protected in accordance with the Engineer’s instructions, the California Manual on Uniform Traffic Control Devices (MUTCD) and Work Area Traffic Control Handbook (WATCH) Standards.

G. The CONTRACTOR’S proposed method of potholing and schedule for potholing shall be submitted to the ENGINEER for approval, at least thirty (30) days prior to the commencement of operation. Any utilities damaged during potholing shall be immediately reported to the ENGINEER and INSPECTOR and repairs made immediately in accordance with the specifications.

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POTHOLING 01732-2
H. A complete log of all potholes shall be kept by the CONTRACTOR, showing specific locations and dimensions of trenches. The log shall be verified by the INSPECTOR prior to the backfilling of the potholes. The verified log will be submitted to the ENGINEER and the INSPECTOR within two (2) working days after completion of potholing in each area. Payment for potholing utilities not shown or otherwise referenced on the drawings, or as directed by the ENGINEER will not be made unless these potholes are listed on the verified log.

I. The CONTRACTOR shall record the coordinates, elevations and dimensions of all utilities and improvements verified or discovered by potholing. The records shall be submitted to the ENGINEER within two (2) working days after the completion of potholing in each area. The records shall also include dates of the potholing operations and any additional discovered information or pertinent data.

J. Upon completion of potholing in each area, and after verification of the logs by the INSPECTOR, potholes shall be immediately backfilled and compacted in accordance with the specifications, or restored as directed by the ENGINEER.

END OF SECTION
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DEMOBILIZATION 01740-1
SECTION 01740 DEMOBILIZATION

1.1 THE REQUIREMENT
A. General
Whether Demobilization is included as a Contract Bid Item in the Bid Proposal Form or specified as part of the lump sum in the Contract Documents, the cost of labor, equipment, materials and incidentals for doing all the work in demobilization (upon completion of all contract work and not directly attributable to any specific bid item) shall be included in the Contract Price Breakdown and progress payment estimate. If there is no demobilization bid item the CONTRACTOR shall submit to the INSPECTOR for approval the Contract Price Breakdown with the amount established for demobilization.

Demobilization shall include, but not be limited to, the following items, all as required for the proper performance and completion of the Work:

1. Moving off of the Jobsite all of CONTRACTOR’S plant and equipment as required.

2. Dismantling and removing all temporary buildings and other construction facilities.

3. Dismantling and removing all temporary construction power and wiring.

4. Removing all sanitary facilities from the work site.

5. Remove all waste, debris, and rubbish caused by construction operations within the work area, adjacent properties and public roads.

6. Materials and equipment shall be removed from the site as soon as they are no longer necessary. Before the final inspection, the site shall be cleared of equipment, unused materials and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in the CONTRACTOR’S Bid.

7. Dismantling and removal of all temporary fencing.

8. Provide City with all required As-Built drawings.

9. All required Corner Records have been filed with the County and all copies provided to the City per Section 01722 Surveying.

10. All items noted within the final inspection (“Punchlist”) have been completed to the satisfaction of the City.

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11. All project photographs as required within Section 01322 Construction Progress Photography have been provided.

12. Notice of Completion (NOC) will not be filed until all work is complete per this Section 01740.

END OF SECTION
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TECHNICAL SPECIFICATIONS
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PROTECTING EXISTING UNDERGROUND UTILITIES 02222-1
SECTION 02222 PROTECTING EXISTING UNDERGROUND UTILITIES PART 1 - GENERAL
A. Description
This section includes materials and procedures for protecting existing underground utilities.

B. Related Work Specified Elsewhere

1. General Conditions
PART 2 - MATERIALS
A. Replacement in Kind
Except as indicated below or as specifically authorized by the Owner's Representative, reconstruct utilities with new material of the same size, type, and quality as that removed.

B. Vitrified Clay Sewer Pipe and Couplings
For sewer pipe 8 inches in diameter or under, replacement shall consist of plain-end pipe conforming to ASTM C 700. Compression couplings shall conform to ASTM C 594, band seal couplings or equal. Use at least two lengths of pipe in crossing the trench section as shown on the details in the drawings.

PART 3 - EXECUTION
A. General

1. Replace in kind street improvements, such as curbs and gutters, barricades, traffic islands, signalization, fences, signs, etc., that are cut, removed, damaged, or otherwise disturbed by the construction.

2. 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 48 hours in advance of the crossing construction and coordinate the construction schedule with the utility owner's requirements. For utility crossings not shown in the drawings, refer to the General Conditions and the instructions of the Owner's Representative for guidance.

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3. Determine the true location and depth of utilities and service connections which may be affected by or affect the work. Determine the type, material, and condition of these utilities. 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.

4. Expose utilities 1,300 feet in advance of the pipeline construction.

B. Procedures

1. Protect in Place: Protect utilities in place, unless abandoned, and maintain the utility in service, unless otherwise specified in the drawings or in the specifications.

2. Cut and Plug Ends: Cut abandoned utility lines and plug the ends. Plug storm drains and sewers with an 8-inch wall of brick and mortar. Cap waterlines with a cast-iron cap or install a 3-foot-long concrete plug. Dispose of the cut pipe as unsuitable material.

3. Remove and Reconstruct: Where so indicated in the drawings or as required by the Owner's Representative, remove the utility and, after passage, reconstruct it with new materials. Provide temporary service for the disconnected utility.

C. Compaction

1. Utilities Protected in Place: Backfill and compact under and around the utility so that no voids are left.

2. Utilities Reconstructed: Prior to replacement of the utility, backfill the trench and compact to an elevation 1 foot above the top of the ends of the utility. Excavate a cross trench of the proper width for the utility and lay, backfill, and compact.

3. 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 Owner's Representative prior to construction.

4. The protection of the utility during construction.

D. Thrust Blocks on Waterlines
Note that restrained joints is the required method of controlling thrust restraint on this project except where shown on the plans or as approved otherwise by the City of Redlands.

1. The Contractor's attention is called to thrust blocks delineated in the drawings for waterlines throughout the project whose thrust is in the direction of the new excavation and, therefore, may be affected by the construction. These waterlines are Redlands Regular Meeting of 2-4-2025 851 of 995
PROTECTING EXISTING UNDERGROUND UTILITIES 02222-3
owned and operated by the Owner. Protect thrust blocks in place or shore to resist the thrust by a means approved by the Owner and reconstruct. If the thrust blocks are exposed or rendered to be ineffective in the opinion of the Owner's Representative, reconstruct them to bear against firm unexcavated or backfill material.

2. Provide firm support by backfilling that portion of the trench for a distance of 2 feet on each side of the thrust block to be reconstructed from the pipe bedding to the pavement subgrade, with either:
a. Sand-cement slurry (94 pounds of cement per cubic yard). b. The native material compacted to a relative compaction of 95%.

3. Then excavate the backfill material for construction of the thrust block.

4. Test compaction of the backfill material before pouring any concrete thrust block.

Use Class 560-C-3250 concrete for reconstruction.

E. Adjacent Parallel Utilities

1. The Contractor's attention is called to utilities throughout the project that are parallel to the proposed utility.

2. The position of these utilities is just outside the new construction. Protect these utilities from any disturbances and repair the lines and associated vaults and appurtenances if they are damaged in any way. All costs incurred for protection of these lines or any costs incurred due to the presence of the lines, whether or not they lie within the new construction, shall be borne in full by the Contractor.

END OF SECTION
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APPENDIX
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APPENDIX A

CHECKLIST OF LABOR LAW REQUIREMENTS
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CHECKLIST OF LABOR LAW REQUIREMENTS

TO REVIEW AT JOB CONFERENCE MEETINGS
Name (print) Date
Company Project
The Federal and State labor law requirements applicable to the contract are composed of, but not limited to, the following:

1. Payment of Prevailing Wage Rates
The contractor to whom the contract is awarded and its subcontractors hired for the public works project are required to pay not less than the specified general prevailing wage rates to all workers employed in the execution of the contract. The contractor is responsible for ascertaining and complying with all current general prevailing wage rates for crafts and any rate changes that occur during the life of the contract.

Information on all prevailing wage rates and all rate changes are to be posted at the job site for all workers to view.

2. Apprentices
It is the duty of the contractor and subcontractors to employ registered apprentices on the public works project under Labor Code Section 1777.5.

3. Penalties
There are penalties required for contractor's/subcontractor's failure to pay prevailing wages and for failure to employ apprentices, including forfeitures and debarment under Labor Code Sections 1775; 1776; 1777.1; 1777.7 and 1813.

4. Certified Payroll Reports
Under Labor Code Section 1776, contractors and subcontractors are required to keep accurate payroll records showing the name, address, social security number and work classification of each employee and owner performing work; also the straight time and overtime hours worked each day and each week, the fringe benefits, and, the actual per diem wage paid to each owner, journey person, apprentice worker or other employee hired in connection with the public works project. Employee payroll records shall be certified and shall be made available for inspection at all reasonable hours at the principal office of the contractor/subcontractor, or shall be furnished to any employee, or his/her authorized representative on request, pursuant to Labor Code Section 1776. Each contractor and subcontractor shall submit its weekly certified payroll reports to the LCR from the agency no less than weekly or within ten days of request. In the event that there has been no work performed during a given week, the certified payroll report shall be annotated: "No work" for that week. Under Labor Code Section 1776(h) there are penalties required for contractor's/ subcontractor's failure to maintain and submit copies of certified payroll records on request. **For projects bidding after April 1, all contractors will need to upload their certified payroll to the Department of Labor Standards Enforcement website. Effective Jan. 1, 2016, ALL projects will require contractors to upload all certified payroll. This requirement is in addition to the request for payrolls by the City of Redlands;

5. Nondiscrimination in Employment
There exist prohibitions against employment discrimination under Labor Code Sections 1735 and 1777.6, the Government Code, the Public Contracts Code, and Title VII of the Civil Rights Act of 1964.

6. Kickbacks Prohibited
Contractors and subcontractors are prohibited from recapturing wages illegally or extracting "kickbacks" from employee wages under Labor Code Section 1778.

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7. Acceptance of Fees Prohibited
There exists a prohibition against contractor/subcontractor acceptance of fees for registering any person for public work under Labor Code Section 1779; or for filling work orders on public works contracts pursuant to Labor Code Section 1780.

8. Listing of Subcontractors
All prime contractors are required to list properly all subcontractors hired to perform work on the public works projects covering more than one-half of one percent, pursuant to Government Code 4100 et seq.

9. Properly Licensed and Registered
Contractors are required to be licensed properly and to require that all subcontractors be properly licensed.

Penalties are required for employing workers while unlicensed under Labor Code Section 1021 and under the California Contractor License Law found at Business and Professions Code Section 7000 et seq.

Contractors and subcontractors are also required to be registered with the Division of Labor Standards Enforcement to work on public works projects in California. Requirements for registration and penalties for not being registered are found in Labor Code 1773.3.

10. Unfair Competition Prohibited
Contractors and subcontractors are prohibited from engaging in unfair competition as specified under Business and Professions Code Sections 17200 to 17208.

11. Workers Compensation Insurance
Labor Code 1861 requires contractors and subcontractors be insured properly for workers compensation.

12. OSHA
Contractors and subcontractors are required to abide by the Occupational, Safety and Health laws and regulations that apply to the particular construction project.

13. Undocumented Workers
Contractors and subcontractors are prohibited by the Federal government against hiring undocumented workers, and must secure proof of eligibility/citizenship from all workers.

14. Itemized Wage Statements
Contractors and subcontractors must provide itemized wage statements to employees per Labor Code 226.

In accordance with Federal and State laws and with the awarding agency contract documents, the undersigned prime contractor wishes to assure the City of Redlands that it intends to comply with the above-referenced labor law requirements, fully understanding that failure to comply with the above requirements may subject it to penalties as provided above.

Contractor City of Redlands
Name Printed Name Printed
Signature Signature
Title Title
Date Date
Redlands Regular Meeting of 2-4-2025 859 of 995

IMPORTANT NOTICE
New Requirements for Contractors Working on California
Public Works / Prevailing Wage Projects
Significant changes in prevailing wage law have recently been made that affect all contractors working on Public Works Projects within California. Please note the following important information:

CONTRACTOR REGISTRATION REQUIREMENT
By April 1, 2015, all contractors must be registered with the Division of Labor Standards Enforcement (DLSE) to work on public works projects in California.

WHO must register?
All contractors and subcontractors working on public works projects in California must be registered. This includes prime contractors, subcontractors and sole owner/operators- everyone performing labor on a public works project.

WHEN is registration required?
Contractors must be registered with the DLSE to bid on all public works projects that bid after March 1, 2015.

All contractors working on public works projects must be registered by April 1, 2015. Registration is valid until June 30 of each year and may be renewed annually. Registrations are currently being accepted.

WHERE do I register?
Registration is done online at:
https://efiling.dir.ca.gov/PWCR/ActionServlet?action=displayPWCRegistrationForm HOW MUCH is the fee?
Contractor registration fee is currently set at $300 but may increase each year. This fee shall be paid during the initial registration and each annual renewal.

DO I qualify for registration?
Contractors will need to meet minimum qualification standards to be registered. These include:
• Be properly licensed with the Contractors State License Board for your trade. • Provide evidence of workers compensation insurance (if applicable). • Be in good standing (Have no outstanding liabilities for wages, damages, penalties due to an employee or the State, may not be under State or Federal debarment).

Redlands Regular Meeting of 2-4-2025 860 of 995
WHAT happens if I don’t register?
Unregistered contractors working on or bidding for public works projects will be subject to an immediate $2,000 fine and the $300 registration fee to continue working on the project. Unregistered contractors may be removed from the project by the Awarding Agency. Contractors found working on public works projects without being registered also risk not being approved for registration by DLSE.

ELECTRONIC CERTIFIED PAYROLL REPORTING REQUIREMENTS
Prevailing wage law has been changed to require contractors to submit certified payrolls electronically to the DLSE.

WHO is required to submit certified payrolls?
All contractors, subcontractors and sole owner/operators will be required to submit certified payrolls electronically to the DLSE.

WHEN do I need to submit certified payrolls electronically? If your project is awarded after April 1, 2015, electronic payroll submission is required immediately.

Otherwise, electronic payroll submission will be required for all projects awarded on or after January 1, 2016.

WHERE do I submit my certified payrolls?
For now, certified payrolls can be submitted by contractors to the DLSE at:
https://apps.dir.ca.gov/ecpr/DAS/AltLogin This website address will change when the DLSE implements their online electronic database system which still has not been developed. Alliant will notify contractors when this system is available.

DO I still need to submit hard copy certified payrolls? The City of Redlands will still require hard copy submission of certified payroll reports per your contract. The requirement to submit certified payrolls electronically to the DLSE does not replace the requirement for contractors to submit payrolls to the City of Redlands.

Contact the City of Redlands regarding any questions you may have regarding the new requirements for contractor registration or online submission of certified payroll: (909) 798-7698.

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PUBLIC WORKS CONTRACT AWARD INFORMATION (DAS-140)
This is not a request for dispatch of apprentices.

Contract award information must be sent to your Apprenticeship Committee if you are approved to train. If you are not approved to train, you must send the information (which may be this form) to ALL applicable Apprenticeship Committees in your craft or trade in the area of the site of the public work.

Go to: http://www.dir.ca.gov/das/PublicWorksForms.htm for information about programs in your area and trade. The information shall be provided to the applicable apprenticeship committee within ten (10) days of the date of the execution of the prime contract or subcontract, but in no event later than the first day in which the contractor has workers employed upon the public work.

Do not send this form to the Division of Apprenticeship Standards.

NAME OF YOUR COMPANY CONTRACTORS STATE LICENSE NO.

MAILING ADDRESS-NUMBER & STREET, CITY, ZIP CODE AREA CODE & TELEPHONE NO.

NAME AND ADDRESS OF PUBLIC WORKS PROJECT DATE YOUR CONTRACT WAS EXECUTED

DATE OF EXPECTED/ACTUAL START OF PROJECT

NAME & ADDRESS OF PUBLIC AGENCY AWARDING CONTRACT ESTIMATED NUMBER OF JOURNEYMAN HOURS

OCCUPATION OF APPRENTICE

THIS FORM IS BEING SENT TO: (NAME AND ADDRESS OF APPRENTICESHIP PROGRAM(S) ESTIMATED NUMBER OF APPRENTICE HOURS

APPROXIMATE/ACTUAL DATES TO BE EMPLOYED

This is not a request for dispatch of apprentices.
*Contractors must make a separate request for actual dispatch, in accordance with Section 230.1(a) California Code of Regulations* Check One of the Boxes Below

1. We are already approved to train apprentices by the
Apprenticeship Committee. We will employ and train under their standards. (Enter name of Committee)

2. We will comply with the standards of
Apprenticeship Committee for the duration of this job only. (Enter name of Committee)

3. We will employ and train apprentices in accordance with the California Apprenticeship Council regulations, including § 230.1 (c) which requires that apprentices employed on public projects can only be assigned to perform work of the craft or trade to which the apprentice is registered and that the apprentices must at all times work with or under the direct supervision of journeyman/men.

Signature Date

Typed Name

Title
Redlands Regular Meeting of 2-4-2025 862 of 995
2J
DAS-140 FORM - PUBLIC WORKS CONTRACT AWARD INFORMATION
(Title 8, California Code of Regulations, Section 230)
(California Labor Code, Section 1777.5 (e))

SUBMIT CONTRACT AWARD INFORMATION
Prior to commencing work on a contract for Public Works every Contractor shall provide contract award information to the apprenticeship committee for each applicable apprenticeable craft or trade in the area of the site of the public works project that has approved the contractor to train apprentices. Contractors who are not already approved to train by an apprenticeship program sponsor shall provide contract award information to all of the applicable apprenticeship committees whose geographic area of operation includes the area of the public works project. This contract award information shall be in writing on a DAS Form 140, Public Works Contract Award Information or a letter which includes the following information:
(1) Contractor's name, address, telephone number and state license number; (2) The full name and address of the public work awarding agency; (3) The exact location of the public work site;
(4) Date of the contract award;
(5) Expected start date of the work;
(6) Estimated journeyman hours;
(7) Occupation of Apprentice;
(8) Approximate number of apprentices to be employed; and (9) Approximate dates apprentices will be employed.

This information shall be provided to the applicable apprenticeship committee within ten (10) days of the date of the execution of the prime contract or subcontract, but in no event later than the first day in which the contractor has workers employed upon the public work.

Failure to provide contract award information, which is known by the awarded contractor, shall be deemed to be a continuing violation for the duration of the contract, ending when a Notice of Completion is filed by the Awarding Body, for the purpose of determining the accrual of penalties under Labor Code Section 1777.7.

THE TOP SECTION OF THE FORM COMPLETELY FILLED OUT will provide the information required pursuant to California Labor Code Section 1777.5 and California Code of Regulations Section 230.1.

LOWER SECTION OF THE FORM Check an appropriate box (#1, 2 or 3) for your status.

In addition to the “ORIGINAL(S)” mailed to all applicable Apprenticeship Committees, a copy of this information shall also be submitted to the City of Redlands.

NOTE: The filing of a DAS 140 is not a request for the dispatch of registered apprentices Redlands Regular Meeting of 2-4-2025 863 of 995

CONTRACTOR FRINGE BENEFIT STATEMENT
Project Name: Project Location: Today’s Date:

Contractor / Subcontractor Name: Business Address:

In order that the proper Fringe Benefit rates can be verified when checking payrolls on the above contract, the hourly rates for fringe benefits, subsistence and/or travel allowance payment made for employees by the employer on the various classes of work are tabulated below. Please Include Apprentice Rates.

Classification: Effective Date:

Subsistence or Travel Pay:
$________________________

EMPLOYER PAID FRINGE BENEFITS
Health & Welfare
$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:
__________________________________________________
__________________________________________________
Pension

$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:
__________________________________________________
__________________________________________________
Vacation/Holiday
$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:
__________________________________________________
__________________________________________________
Training

$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:
__________________________________________________
__________________________________________________
Other
$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:
__________________________________________________
__________________________________________________
Classification: Effective Date:

Subsistence or Travel Pay:
$________________________

EMPLOYER PAID FRINGE BENEFITS
Health & Welfare
$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:
__________________________________________________
__________________________________________________
Pension

$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:
__________________________________________________
__________________________________________________
Vacation/Holiday
$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:
__________________________________________________
__________________________________________________
Training

$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:
__________________________________________________
__________________________________________________
Other

$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:
__________________________________________________
__________________________________________________
Supplemental statements must be submitted during the progress of the work should there be an increase or change in rates. Use additional sheets as necessary. (Attach a copy of your most recent premium transmittal (including copy of check submitted) into each of the above plans/funds/programs or a letter from the above plans/funds/programs reflecting current payment status).

I certify under penalty of perjury that fringe benefits are paid to the approved plans, funds or programs as listed above.

Print Name and Title Signature and Date (Wet Signature Required) Redlands Regular Meeting of 2-4-2025 864 of 995
S = STRAIGHT TIME *OTHER – Any other deductions, contributions and/or payments whether or not included or required by prevailing CERTIFICATION MUST be completed Form A-1-131 (New 2-80) O = OVERTIME wage determinations must be separately listed. Use extra sheet(s) if necessary (See reverse side) SDI = STATE DISABILITY INSURANCE
California Department of
Industrial Relations
Page ______ of ______
NAME OF CONTRACTOR: CONTRACTOR'S LICENSE NO.: ADDRESS:

OR SUBCONTRACTOR: SPECIALITY LICENSE NO.:

PAYROLL NO.: FOR WEEK ENDING: SELF-INSURED CERTIFICATE NO.: PROJECT OR CONTRACT NO.:
(4) DAY (5) (6) WORKERS' COMPENSATION POLICY NO.: PROJECT AND LOCATION:
(2) M T W TH F S S (9)
DATE
(1)

NAME, ADDRESS AND

SOCIAL SECURITY NUMBER

OF EMPLOYEE
NO. OF WITHHOLDING

EXEMPTIONS
(3)
WORK

CLASSIFICATION

HOURS WORKED EACH DAY
TOTAL
HOURS
HOURLY
RATE
OF PAY
(7)

GROSS AMOUNT
EARNED
(8)

DEDUCTIONS, CONTRIBUTIONS AND PAYMENTS

NET WGS

PAID FOR
WEEK
CHECK
NO.

THIS

PROJECT
ALL

PROJECTS
FED.

TAX
FICA
(SOC. SEC.)
STATE

TAX SDI
VAC/

HOLIDAY
HEALTH & WELF. PENSION
S
TRAING. FUND
ADMIN
DUES
TRAV/ SUBS. SAVINGS OTHER*
TOTAL DEDUCTIONS
O
THIS

PROJECT
ALL

PROJECTS
FED.

TAX
FICA
(SOC. SEC.)
STATE

TAX SDI
VAC/

HOLIDAY
HEALTH & WELF. PENSION
S
TRAING. FUND
ADMIN
DUES
TRAV/ SUBS. SAVINGS OTHER*
TOTAL DEDUCTIONS
O
THIS

PROJECT
ALL

PROJECTS
FED.

TAX
FICA
(SOC. SEC.)
STATE

TAX SDI
VAC/

HOLIDAY
HEALTH & WELF. PENSION
S
TRAING. FUND
ADMIN
DUES
TRAV/ SUBS. SAVINGS OTHER*
TOTAL DEDUCTIONS
O
THIS

PROJECT
ALL

PROJECTS
FED.

TAX
FICA
(SOC. SEC.)
STATE

TAX SDI
VAC/

HOLIDAY
HEALTH & WELF. PENSION
S
TRAING. FUND
ADMIN
DUES
TRAV/ SUBS. SAVINGS OTHER*
TOTAL DEDUCTIONS
O

PUBLIC WORKS PAYROLL REPORTING FORM
Redlands Regular Meeting of 2-4-2025 865 of 995
Statement of Compliance
Date:______________
I __________________, the undersigned, am the ________________________________ with the authority to act for and on (Print Name) (Position in Business)
behalf of _______________________ certify under penalty of perjury that the records commencing on ______________ and ending on _______________ submitted herein and consisting of ____ pages are the originals, full and corrected documents, which depict the payroll record(s) of actual disbursements by way of cash, check, or whatever form to the individual or individuals names, (1) That this employer has complied with the requirements of the California Labor Code Sections. 1771, 1811, and 1815 for all performed on this public works project, and that the classifications set forth therein for each trade rate conform with the work Performed.
(2) That any apprentices employed in the above period are duly registered to a bona fide apprenticeship program registered with the State of California’s Division of Apprenticeship Standards.

PAYROLL/OTHER DEDUCTIONS

1. I herein certify the full and complete Prevailing Wages were paid as currently published and posted by the Director of Industrial Relations, State of California and only deductions as authorized under the laws of the State of California or the laws of United States of America have been made from these sums.

2. All other deductions are clearly listed for each employee on an attachment as required by the Director of Industrial Relations, State of California.

OPTIONAL BENEFIT PLANS
I herein certify that all employee deductions for benefit plans are authorized and the employee(s) are signed up for the plan(s) and are receiving the benefit(s) of the plan(s) listed.
WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above payroll, payment of fringe benefits as listed in the contract have or will be made to the appropriate programs for the benefit of such employees, except as noted below.
WHERE FRINGE BENEFITS ARE PAID IN CASH
Each laborer or mechanic listed in the above payroll has been paid as indicated on the payroll, an amount not less the sum of the applicable basic hourly rate plus the amount of the required fringe benefits as listed in the determination for the craft, except as noted below,
Exception(s)
________________________________________________________________________________________________________ Craft Explanation
________________________________________________________________________________________________________ Craft Explanation
________________________________________________________________________________________________________ Craft Explanation
I herein certify under the penalty of perjury all of the above is true and correct as submitted. ________________________________________________________________________________________________________ Name Signature
________________________________________________________________________________________________________ Date Payroll #
Remarks
____________________________________________________________________________________________________ Redlands Regular Meeting of 2-4-2025 866 of 995
2N

CONTRACTOR INFORMATION SHEET
Job Name: _________________________________________ Category: ____________________________________ Prime Contractor: ___________________________________________________________________________________ Subcontractor: ______________________________________ License#: _____________________________________ Address: ____________________________________________________________________________________________ Phone #: ___________________________________________ Payroll Report Contact: _______________________ Email Address: _____________________________________________________________________________________ Fax #: ______________________________________________ Contract Amount: ____________________________ Estimated Start Date: _______________________________ Estimated End Date: _________________________ ANTICIPATED TRADES/CLASSIFICATIONS:
______________________________________________ ______________________________________________ ______________________________________________ ______________________________________________ ______________________________________________ ______________________________________________ SUB-CONTRACTORS (if applicable)
Name: License #: Phone/ Fax #: Contact:
______________________________________________________________________________________________________ ______________________________________________________________________________________________________ ______________________________________________________________________________________________________ Redlands Regular Meeting of 2-4-2025 867 of 995

APPENDIX B

CITY OF REDLANDS WORKDAY CONSTRUCTION

SCHEDULE
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CITY OF REDLANDS
MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT 2024 APPENDIX B

CONSTRUCTION WORKDAY CALENDAR

JANUARY FEBRUARY MARCH

S M T W T F S S M T W T F S S M T W T F S
1 2 3 4 5 6 1 2 3 1 2
1 2 3 4 5 6 32 33 34 61 62
7 8 9 10 11 12 13 4 5 6 7 8 9 10 3 4 5 6 7 8 9
7 8 9 10 11 12 13 35 36 37 38 39 40 41 63 64 65 66 67 68 69 14 15 16 17 18 19 20 11 12 13 14 15 16 17 10 11 12 13 14 15 16 14 15 16 17 18 19 20 42 43 44 45 46 47 48 70 71 72 73 74 75 76 21 22 23 24 25 26 27 18 19 20 21 22 23 24 17 18 19 20 21 22 23 21 22 23 24 25 26 27 49 50 51 52 53 54 55 77 78 79 80 81 82 83 28 29 30 31 25 26 27 28 29 24 25 26 27 28 29 30
28 29 30 31 56 57 58 59 60 84 85 86 87 88 89 90
31 91

APRIL MAY JUNE

S M T W T F S S M T W T F S S M T W T F S
1 2 3 4 5 6 1 2 3 4 1
92 93 94 95 96 97 122 123 124 125 153
7 8 9 10 11 12 13 5 6 7 8 9 10 11 2 3 4 5 6 7 8
98 99 100 101 102 103 104 126 127 128 129 130 131 132 154 155 156 157 158 159 160 14 15 16 17 18 19 20 12 13 14 15 16 17 18 9 10 11 12 13 14 15 105 106 107 108 109 110 111 133 134 135 136 137 138 139 161 162 163 164 165 166 167 21 22 23 24 25 26 27 19 20 21 22 23 24 25 16 17 18 19 20 21 22 112 113 114 115 116 117 118 140 141 142 143 144 145 146 168 169 170 171 172 173 174 28 29 30 26 27 28 29 30 31 23 24 25 26 27 28 29
119 120 121 147 148 149 150 151 152 175 176 177 178 179 180 181 30 182

JULY AUGUST SEPTEMBER

S M T W T F S S M T W T F S S M T W T F S
1 2 3 4 5 6 1 2 3 1 2 3 4 5 6 7
183 184 185 186 187 188 214 215 216 245 246 247 248 249 250 251 7 8 9 10 11 12 13 4 5 6 7 8 9 10 8 9 10 11 12 13 14
189 190 191 192 193 194 195 217 218 219 220 221 222 223 252 253 254 255 256 257 258 14 15 16 17 18 19 20 11 12 13 14 15 16 17 15 16 17 18 19 20 21 196 197 198 199 200 201 202 224 225 226 227 228 229 230 259 260 261 262 263 264 265 21 22 23 24 25 26 27 18 19 20 21 22 23 24 22 23 24 25 26 27 28 203 204 205 206 207 208 209 231 232 233 234 235 236 237 266 267 268 269 270 271 272 28 29 30 31 25 26 27 28 29 30 31 29 30
210 211 212 213 238 239 240 241 242 243 244 273 274

OCTOBER NOVEMBER DECEMBER

S M T W T F S S M T W T F S S M T W T F S
1 2 3 4 5 1 2 1 2 3 4 5 6 7
275 276 277 278 279 306 307 336 337 338 339 340 341 342 6 7 8 9 10 11 12 3 4 5 6 7 8 9 8 9 10 11 12 13 14
280 281 282 283 284 285 286 308 309 310 311 312 313 314 343 344 345 346 347 348 349 13 14 15 16 17 18 19 10 11 12 13 14 15 16 15 16 17 18 19 20 21 287 288 289 290 291 292 293 315 316 317 318 319 320 321 350 351 352 353 354 355 356 20 21 22 23 24 25 26 17 18 19 20 21 22 23 22 23 24 25 26 27 28 294 295 296 297 298 299 300 322 323 324 325 326 327 328 357 358 359 360 361 362 363 27 28 29 30 31 24 25 26 27 28 29 30 29 30 31
301 302 303 304 305 329 330 331 332 333 334 335 364 365 366 City Holiday
Closed
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CITY OF REDLANDS
MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT 2025 APPENDIX B

CONSTRUCTION WORKDAY CALENDAR

JANUARY FEBRUARY MARCH

S M T W T F S S M T W T F S S M T W T F S
1 2 3 4 1 1
1 2 3 4 32 60
5 6 7 8 9 10 11 2 3 4 5 6 7 8 2 3 4 5 6 7 8
5 6 7 8 9 10 11 33 34 35 36 37 38 39 61 62 63 64 65 66 67 12 13 14 15 16 17 18 9 10 11 12 13 14 15 9 10 11 12 13 14 15 12 13 14 15 16 17 18 40 41 42 43 44 45 46 67 69 70 71 72 73 74 19 20 21 22 23 24 25 16 17 18 19 20 21 22 16 17 18 19 20 21 22 19 20 21 22 23 24 25 47 48 49 50 51 52 53 75 76 77 78 79 80 81 26 27 28 29 30 31 23 24 25 26 27 28 23 24 25 26 27 28 29 26 27 28 29 30 31 54 55 56 57 58 59 82 83 84 85 86 87 88 30 31
89 90

APRIL MAY JUNE

S M T W T F S S M T W T F S S M T W T F S
1 2 3 4 5 1 2 3 1 2 3 4 5 6 7
91 92 93 94 95 121 122 123 152 153 154 155 156 157 158
6 7 8 9 10 11 12 4 5 6 7 8 9 10 8 9 10 11 12 13 14
96 97 98 99 100 101 102 124 125 126 127 128 129 130 159 160 161 162 163 164 165 13 14 15 16 17 18 19 11 12 13 14 15 16 17 15 16 17 18 19 20 21 103 104 105 106 107 108 109 131 132 133 134 135 136 137 166 167 168 169 170 171 172 20 21 22 23 24 25 26 18 19 20 21 22 23 24 22 23 24 25 26 27 28 110 111 112 113 114 115 116 138 139 140 141 142 143 144 173 174 175 176 177 178 179 27 28 29 30 25 26 27 28 29 30 31 29 30
117 118 119 120 145 146 147 148 149 150 151 180 181

JULY AUGUST SEPTEMBER

S M T W T F S S M T W T F S S M T W T F S
1 2 3 4 5 1 2 1 2 3 4 5 6
182 183 184 185 186 213 214 244 245 246 247 248 249
6 7 8 9 10 11 12 3 4 5 6 7 8 9 7 8 9 10 11 12 13
187 188 189 190 191 192 193 215 216 217 218 219 220 221 250 251 252 253 254 255 256 13 14 15 16 17 18 19 10 11 12 13 14 15 16 14 15 16 17 18 19 20 194 195 196 197 198 199 200 222 223 224 225 226 227 228 257 258 259 260 261 262 263 20 21 22 23 24 25 26 17 18 19 20 21 22 23 21 22 23 24 25 26 27 201 202 203 204 205 206 207 229 230 231 232 233 234 235 264 265 266 267 268 269 270 27 28 29 30 31 24 25 26 27 28 29 30 28 29 30
208 209 210 211 212 236 237 238 239 240 241 242 271 272 273 31 243

OCTOBER NOVEMBER DECEMBER

S M T W T F S S M T W T F S S M T W T F S
1 2 3 4 1 1 2 3 4 5 6
274 275 276 277 305 335 336 337 338 339 340
5 6 7 8 9 10 11 2 3 4 5 6 7 8 7 8 9 10 11 12 13
278 279 280 281 282 283 284 306 307 308 309 310 311 312 341 342 343 344 345 346 347 12 13 14 15 16 17 18 9 10 11 12 13 14 15 14 15 16 17 18 19 20 285 286 287 288 289 290 291 313 314 315 316 317 318 319 348 349 350 351 352 353 354 19 20 21 22 23 24 25 16 17 18 19 20 21 22 21 22 23 24 25 26 27 292 293 294 295 296 297 298 320 321 322 323 324 325 326 355 356 357 358 359 360 361 26 27 28 29 30 31 23 24 25 26 27 28 29 28 29 30 31
299 300 301 302 303 304 327 328 329 330 331 332 333 362 363 364 365 30 334
City Holiday
Closed
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REDLANDS UNIFIED SCHOOL DISTRICT

STUDENT ATTENDANCE CALENDAR
2024-2025

ALL REDLANDS SCHOOLS
1 2 3 4 5 6/7 8 9 10 11 12 13/1415 16 17 18 19 20/2122 23 24 25 26 27/2829 30 31 1 2 3/4 5 6 7 8 9 10/1112 13 14 15 16 17/1819 20 21 22 23 24/2526 27 28 29 30 31/1 2 3 4 5 6 7/8 9 10 11 12 13 14/1516 17 18 19 20 21/2223 24 25 26 27 28/29 30 H 9 P P 4 H
H P P 5 H
1 2 3 4 5/6 7 8 9 10 11 12/1314 15 16 17 18 19/2021 22 23 24 25 26/2728 29 30 31 1 2/3 4 5 6 7 8 9/10 11 12 13 14 15 16/1718 19 20 21 22 23/2425 26 27 28 29 30/1 2 3 4 5 6 7/8 9 10 11 12 13 14/1516 17 18 19 20 21/2223 24 25 26 27 28/29 30 31

P X H M M M M M H H H H H H H H H H H H

P H H H H H H X H H H H H H H
1 2 3 4/5 6 7 8 9 10 11/1213 14 15 16 17 18/1920 21 22 23 24 25/2627 28 29 30 31 1/2 3 4 5 6 7 8/9 10 11 12 13 14 15/1617 18 19 20 21 22/2324 25 26 27 28 1/2 3 4 5 6 7 8/9 10 11 12 13 14 15/1617 18 19 20 21 22/2324 25 26 27 28 29/30 31

H H H H H H H H H H M H H H H H H

H H H H H H H H H H H H H H H H
1 2 3 4 5/6 7 8 9 10 11 12/1314 15 16 17 18 19/2021 22 23 24 25 26/2728 29 30 1 2 3/4 5 6 7 8 9 10/1112 13 14 15 16 17/1819 20 21 22 23 24/2526 27 28 29 30 31/1 2 3 4 5 6 7/8 9 10 11 12 13 14/1516 17 18 19 20 21/2223 24 25 26 27 28/29 30

H H H H H M M P

H H H H H M P
End of Quarter and Semester Dates - Grades TK/K and 6-12 Quarter 1 - October 4 H - Holidays - NO ATTENDANCE
Elementary 42 days
Secondary Quarter 2 / Semester 1 - December 19 LABOR DAY September 2 47 days Quarter 2 VETERANS DAY November 11
P Staff Professional Day (No Students In Attendance) 89 days Semester 1 THANKSGIVING RECESS November 25 - 29 M Minimum Day - Conferences/Report Card Preparation Quarter 3 - March 21 WINTER RECESS December 23 - January 10 H Holiday (No Students In Attendance) 48 days MARTIN LUTHER KING DAY January 20 X Report Card Day (No Students In Attendance) Quarter 4 / Semester 2 / End of year - June 5 PRESIDENTS' DAY February 17 43 days Quarter 4 SPRING BREAK March 24 - April 4
91 days Semester 2 MEMORIAL DAY May 26
Student Attendance Days - 180 End of Trimester Dates - Grades 1-5 Teacher Attendance Days - 185 Trimester 1 - November 1
61 days
Trimester 2 - February 28
61 days
Trimester 3 - June 5
58 days
Board Approved: January 9, 2024
July August September
October November December
January February March
April May June
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APPENDIX C

STANDARD DRAWING
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California MUTCD 2014 Edition
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Chapter 3B – Pavement and Curb Markings November 7, 2014 Part 3 – Markings

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(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Chapter 3B – Pavement and Curb Markings November 7, 2014 Part 3 – Markings

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(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Chapter 3B – Pavement and Curb Markings November 7, 2014 Part 3 – Markings

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California MUTCD 2014 Edition
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Chapter 9C – Markings November 7, 2014
Part 9 – Traffic Control for Bicycle Facilities

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12"

ELEVATION VIEW

PLAN VIEW
}
12" MIN.
18" MAX.
3" & 6" GRADE

ADJUSTMENT
RINGS
12" VARIES

MANHOLE RING & COVER
12"

CONCRETE
COLLAR

1. SAW CIRCULAR AROUND MANHOLE 12" FROM MANHOLE FRAME.

2. MANHOLE SHALL BE MARKED PRIOR TO CUT THE PAVEMENT.

3. RAISE MANHOLE FRAME AND COVER TO FINISH GRADE BY
INSTALLING CONCRETE RINGS AND LEVELING MORTAR.

4. BACKFILL WITH PCC CONCRETE TO FINISH GRADE.

5. CONCRETE TYPE SHALL BE 560-C-3250.

6. ADD QUIKRETE LIQUID CEMENT COLOR - CHARCOAL BLACK.

7. PROTECT FROM TRAFFIC LOADING UNTIL CONCRETE HAS CURED.

8. APPLY TACK COAT TO EDGES OF EXISTING PAVEMENT BEFORE INSTALLATION PATCH.

9. COLLARS ARE REQUIRED FOR ALL PAVED TRAVEL WAYS.

NOTE:

AC PAVEMENT

CUT LINE

CONCRETE
COLLAR

CUT LINE

MANHOLE RING & COVER

CONCRETE
COLLAR

LIMIT STRIPING

TO MANHOLE COVER

LIMIT STRIPING

TO MANHOLE COVER
8"

CONCRETE COLLAR
Redlands Regular Meeting of 2-4-2025 910 of 995

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Redlands Regular Meeting of 2-4-2025 911 of 995

APPENDIX D

WORK AREA MAPS AND QUANTITIES
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Redlands Regular Meeting of 2-4-2025 913 of 995
n

W COLTON AVE

E LUGONIA AVE

CAJON ST
N
U
N
VI ER
S
TI Y
S
T
FORD
ST
N

C E NTER ST

E PALM AVE

W SUNSET DR
TEXA
S
S
T

W REDLANDS BLVD

W CRESCENT AVE

W FERN AVE

E HIGHLAND AVE

E OLIVE AVE

JUDSON ST

W CYPRESS AVE

E REDLANDS BLVD

ALESSANDRO
RD

E HILTON AVE

BROOKSIDE AVE

W LUGONIA AVE
S
C
H
U
R
C
H
S

T N CHURCH ST

W PALM AVE

E CYPRESS AVE

W CITRUS AVE
E
S
U

N S ET DR

E FERN AVE

S SAN MATEO
ST
5TH AVE
N 6TH ST

ORANGE ST

ELIZABETH ST

W OLIVE AVE

GARDEN ST

E CITRUS AVE

S CENTER ST

W HIGHLAND AVE

E REDLANDS BLVD
TEN
NES
SEE
ST

E COLTON AVE
0 690 1,380 2,070 2,760
Feet I
Area C
Area D
2024 Sidewalk and ADA Ramp
Replacement Project
Location Map
Area B
Legend:

Area A
Area E
Redlands Regular Meeting of 2-4-2025 914 of 995
ADA Ramps
1 B Cajon Street and Highland Avenue NE A/C X
2 B Cajon Street and Highland Avenue SE A/C X
3 C Del Haven Ct and S. Grove Street NW A/C X
4 C Del Haven Ct and S. Grove Street SW A/C X
5 C Cambon Ct. and S. Grove Street NW A/C X
6 C Cambon Ct. and S. Grove Street SW A/C X
7 C Cambon Ct. and Eastwood Street NE A/C X
8 C Cambon Ct. and Eastwood Street NW A/C X
9 D Franklin Avenue and Eucalyptus Drive NE A/C X
10 D Franklin Avenue and Eucalyptus Drive SE A/C X
11 D 205 Eucalyptus Drive NW A/C X
12 D 237 Eucalyptus Drive NE A/C X
13 D Franklin Avenue and Candy Lane SW A/C X
14 D Franklin Avenue and Candy Lane SE A/C X
15 E Kaye Court and Central Avenue NE A/C X
16 E Kaye Court and Central Avenue NW A/C X
17 E Craig Court and Central Avenue NW A/C X
18 E Craig Court and Central Avenue NE A/C X
19 E Judson Street and Central Avenue SW A/C X
20 E Judson Street and Central Avenue NW A/C X
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 No. Map Area Street Intersection/ Address Notes
Corner or
Side
Ramp
Type
Remove
and
Replace
Redlands Regular Meeting of 2-4-2025 915 of 995
2024 CITYWIDE SIDEWALK AND ADA RAMP REPLACEMENT PROJECT Area A Quantities
House
Number Street Name
700 W. Olive Ave. N 12 6 72 150 6" SW, DW Approach
710 Olive Ave. N 40 6 240
710 Olive Ave. N 10 6 60 150 6" SW, DW Approach
710/712 Olive Ave. N 6 6 36
712 Olive Ave. N 10 6 60 6" SW
712 Olive Ave. N 41 6 246
716 Olive Ave. N 4 6 24
720 Olive Ave. N 14 6 84 150 6" SW, DW Approach
720 Olive Ave. N 39 6 234
724 Olive Ave. N 0 0 0 0 150 DW Approach
732 Olive Ave. N 35 6 210
732 Olive Ave. E 102 5 510 Side Address
732 Olive Ave. E 13 5 0 65 85
Side Address; 6" SW, DW
Approach
133 Norwood St. E 45 5 225
131/133 Norwood St. E 10 5 50 6" SW
131 Norwood St. E 46 5 230
125 Norwood St. E 11 5 0 55 100 6" SW, DW Approach
125 Norwood St. E 22 5 110
121 Norwood St. E 29 5 145
109 Norwood St. E 0 0 0 100 DW Approach
109 Norwood St. E 78 5 390
107 Norwood St. E 0 0 0 100 DW Approach
105 Norwood St. E 0 0 0 100 DW Approach
103 Norwood St. E 40 5 200
103 Norwood St. E 11 5 0 55 100 6" SW, DW Approach
101 Norwood St. E 5 5 0 25 6" SW
101 Norwood St. E 6 5 30
78 Norwood St. W 14 5 70
102 Norwood St. W 10 5 0 50 6" SW
102 Norwood St. W 35 5 175
106 Norwood St. W 19 5 95
110 Norwood St. W 8 5 0 40 105 6" SW, DW Approach
110 Norwood St. W 26 5 130
114 Norwood St. W 21 5 105
118 Norwood St. W 0 0 0 105 DW Approach
122 Norwood St. W 13 5 0 65
122 Norwood St. W 23 5 115
126 Norwood St. W 0 0 0 105 DW Approach
126 Norwood St. W 42 5 210
130 Norwood St. W 13 5 0 65 105 6" SW, DW Approach
130 Norwood St. W 56 5 280
134 Norwood St. W 30 5 150
144 Norwood St. W 13 5 65
144 Norwood St. W 13 5 0 65 85 6" SW, DW Approach
800 W. Olive Ave. W 86 5 430 Side Address
800 - 812 W. Olive Ave. W 128 6 768
800 - 810 W. Olive Ave. W 20 6 0 120 6" SW
820 W. Olive Ave. W 0 0 0 85 DW Approach
5,423 931 1,775
**Note: For driveway approach only - curb and gutter included in SF quantity Street Adress Cross Street (If
Applicable)
Side of
Street
Length
(LF)
Width
(LF)
Sidewalk Area
(SF) 6" Thick
**Driveway
Area (SF) Tree? Notes
Total Qantities
Sidewalk Area
(SF) 4" Thick

Page 1 of 1 ends

Redlands Regular Meeting of 2-4-2025 916 of 995
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W OLIVE AVE

S CENTER ST

BOND ST

MELBURY CT

S MICHIGAN ST

S ASH ST

MELBURY PL

NORWOOD ST
121
619
114
608
132
135
118 107
105
117
131
618
121
117
115
615
126
127
110
124
106
815
60 35
75 11
7 65
23 68
56 40
50 3
60 15
69 32 31
61 709
50 821
27 825
31 24
78 28
19 711
16 20 0
101
819
105
103
221
107
122
917
0 225
224
900
717
121
705
125
132
0 131
901 248
218
905
216
118
106 128
130
703
916 130
700
102
732
110
920
114
215
916
811
710
116
803
712
904
104
905
724
230
723
220
0 912
701
215
807
233
126
236
908
205
133
820
124
925
921
720
909
235
102
117
224
120
229
118
800
716
240
109
903
635
Area A
OneStop.mxd
0 80 160
Feet
Scale
This map was produced by the City of Redlands,
Geographic Information System.

The City of Redlands assumes no warranty or
legal responsibility for the information contained
on this map.

The data used to generate this map is dynamic
in nature, therefore the information shown may
or may not be the most current.

November 13, 2024
.

Remove and Replace 4"
Thick Sidewalk
Remove and Replace 6"
Thick Sidewalk
Remove and Replace 6"
Thick Driveway
Remove and Replace
ADA Ramp

Page 1 of 1 ends

Redlands Regular Meeting of 2-4-2025 917 of 995
2024 CITYWIDE SIDEWALK AND ADA RAMP REPLACEMENT PROJECT Area B Quantities
House
Number Street Name
E. Highland Ave. Cajon Street N 447 5 2235
1101 Cajon Street E. Highland Ave. S 6 10 60
1101 Cajon Street E. Highland Ave. S 24 8 192
1101 Cajon Street E. Highland Ave. S 0 0 0 120 (1/2) Driveway 16 E. Highland Ave. S 25 8 200
22/26 E. Highland Ave. S 25 8 0 200 6" SW
26 E. Highland Ave. S 34 8 272
26 E. Highland Ave. S 13 8 0 104 (2) 6" SW
30 E. Highland Ave. S 45 8 360
30 E. Highland Ave. S 7 5 0 35 225 6" SW; DW Approach
30/142 E. Highland Ave. S 12 8 96
142 E. Highland Ave. S 10 8 0 80 225 6" SW; DW Approach 142 E. Highland Ave. S 15 8 120
152 E. Highland Ave. S 64 6 384
152 E. Highland Ave. S 38 6 0 228 (2) 6" SW
164 E. Highland Ave. S 69 6 414
224 E. Highland Ave. S 12 6 72
230 E. Highland Ave. S 0 0 0 60 (1/2) DW Approach
242 E. Highland Ave. S 116 6 696
5,101 647 630
**Note: For driveway approach only - curb and gutter included in SF quantity Sidewalk Area
(SF) 6" Thick
**Driveway Area
(SF) Tree? Notes
Sidewalk Area
(SF) 4" Thick
Total Qantities
Street Adress Cross Street (If
Applicable)
Side of
Street
Length (LF) Width
(LF)

Page 1 of 1 ends

Redlands Regular Meeting of 2-4-2025 918 of 995
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E REDLANDS BLVD

W HIGHLAND AVE

E HIGHLAND AVE

CAJON ST

HIBISCUS DR

ALDEN C T

BREWSTER WAY

PURITAN PL

MAYFLOWER

BRADFORD PL

PROVIDENCE PL

ROSETTE ST
BOW B

CULVERT ST

YORK ST

ALDEN RD

SUMMIT AVE
ELM ST

PRISCILLA

CARVER DR

PHLOX AVE

E CRESCENT AVE

STANDISH WAY

CARVER CIR

GRAND VIEW DR

SALEM DR
432 918
1022
120
237
230
226
160
900
173
217
234
928
218
825
222
924
824
28 131
225
826
229
234
224
16 429
900
920
1004
226
1003
821
233
230 1000
922
38 818
221
459
926
807
125
306
1225
26 11
237
248
444
0 458
101
266
114
232
7 322
216
470
445
1115
435
102
219
430
168
152
22 0
219
236
5 252
206
440
303
304
220
242
7 1101
212
315
0 108
244
302
235
246
25 120
457
104
316
117
228
308
211
16 223
230
1 241
229
202
233
30 0
427
270
105
134
456
255
247
260
3 224
15 49
142
103
250
224
261
59 113
450
164
458
440
142
49 63
121
215
259
Area B
OneStop.mxd
0 125 250
Feet
Scale
This map was produced by the City of Redlands,
Geographic Information System.

The City of Redlands assumes no warranty or
legal responsibility for the information contained
on this map.

The data used to generate this map is dynamic
in nature, therefore the information shown may
or may not be the most current.

November 13, 2024
.

Remove and Replace 4"
Thick Sidewalk
Remove and Replace 6"
Thick Sidewalk
Remove and Replace 6"
Thick Driveway
Remove and Replace
ADA Ramp

Page 1 of 1 ends

Redlands Regular Meeting of 2-4-2025 919 of 995
2024 CITYWIDE SIDEWALK AND ADA RAMP REPLACEMENT PROJECT Area C Quantities
House
Number Street Name
1212 Del Haven Ct W 56 6 336 Y Side Address
1212 Del Haven Ct S 32 4 128
1200 Del Haven Ct SW 19 4 76 End of Culdesac
1201 Del Haven Ct N 32 4 128
1205 Del Haven Ct N 15 4 60
1209 Del Haven Ct N 25 4 100
1213 Del Haven Ct N 42 4 168
1214 Cambon Ct S 45 4 180
1210 Cambon Ct S 54 4 216
1206 Cambon Ct S 32 4 128
1202 Cambon Ct S 32 4 128
1201 Cambon Ct NW 68 4 272
1205 Cambon Ct N 34 4 136
1213 Cambon Ct N 34 4 136
1308 Del Haven Ct S 26 4 104
1314/1323 Del Haven Ct E 25 4 100
1323 Del Haven Ct NE 11 4 44
1317/1323 Del Haven Ct N 20 4 80
1317 Del Haven Ct N 50 4 200
1311 Del Haven Ct N 39 4 156
1305 Del Haven Ct N 11 4 44
1305 Del Haven Ct E 11 5 55
1005 S Gove St S 32 4 128 Side Address
1308 Cambon Ct S 84 4 336
1320 Cambon Ct S 24 4 96
1326/1329 Cambon Ct E 21 4 84
1329 Cambon Ct NE 22 4 88
1323 Cambon Ct N 20 4 80
1317 Cambon Ct E 45 4 180 Y Side Address
965 S Gove St N 64 4 256 Side Address
1311 Cambon Ct N 85 4 340 Side Address
- 4,563 -
**Note: For driveway approach only - curb and gutter included in SF quantity Street Adress Cross Street (If
Applicable)
Side of
Street
Length
(LF)
Width
(LF)
Sidewalk
Area (SF) 6"
Thick
**Driveway Area
(SF) Tree? Notes
Total Qantities
Sidewalk Area
(SF) 4" Thick

Page 1 of 1 ends

Redlands Regular Meeting of 2-4-2025 920 of 995
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E PALM AVE
5TH AVE

FORD ST

AMHERST CT

MCAULIFFE CT

CIMARRON DR

EASTWOOD ST

CAMBON CT

BEGONIA CT

S GROVE ST

DELHAVEN CT

P NI EW
O
O
D
CT

BALFOUR CT
E 10 FRWY

E HIGHLAND AVE
W
10 FRWY
742 0
0 0
748
743
220
1040
1200
814
1205
1213
215
924
1320
225
1201
1210
1214
1323
1209
1211
1208
1436
925
1206
874
1202
815
1329
1317
1326
1204
855
245
1200
1204
1317
1065
928
1320
1057
1401
1201
1341
1213
1311
1326
235
1323
1207
1323
1049
931
1305
1060
911
1208
1320
905
155
1001
854
1041
1201
1317
1032
1425
1011
904
1202
1048
1332
1314
1335
1314
1206
1314
835
814
1209
1329
1205
834
205
1056
1326
1212
1205
210
944
1419
1021
235
1311
1308
1302
1209
1031
1311
945
215 875
1056
165
200
1203
1048
1210
1407 1308
1005
1212
1314
965
240
225
951
1213
941
921
205
230
1413
160
1210
1301
1306
1314
1215
1340 1320
1309
1305
1303
1310
1318
1330
1225
1313
1307
1350
1205
1235
1432
Area C
OneStop.mxd
0 100 200
Feet
Scale
This map was produced by the City of Redlands,
Geographic Information System.

The City of Redlands assumes no warranty or
legal responsibility for the information contained
on this map.

The data used to generate this map is dynamic
in nature, therefore the information shown may
or may not be the most current.

November 13, 2024
.

Remove and Replace 4"
Thick Sidewalk
Remove and Replace 6"
Thick Sidewalk
Remove and Replace 6"
Thick Driveway
Remove and Replace
ADA Ramp

Page 1 of 1 ends

Redlands Regular Meeting of 2-4-2025 921 of 995
2024 CITYWIDE SIDEWALK AND ADA RAMP REPLACEMENT PROJECT Area D Quantities
House Number Street Name
1530 Helena Ln W 8 4 32
1600 Helena Ln W 25 4 100
1620 Helena Ln W 12 4 48
1630 Helena Ln W 34 4 136
1630/1640 Helena Ln W 131 4 524
320/1640 Via Vista Dr/Helena Ln SW 11 4 44
330 Via Vista Dr S 15 4 60
402 Via Vista Dr S 32 4 128
1640 Juanita Ln N 11 4 44 Side Address
1635 Helena Ln NE 64 4 256
1635 Helena Ln E 9 4 0 36 6" SW
1635 Helena Ln E 9 4 36
1625 Helena Ln E 40 4 160
1615 Helena Ln E 24 4 96
1605 Helena Ln E 15 4 60
1535 Helena Ln E 15 4 60
1525 Helena Ln E 82 4 328
1515 Helena Ln E 31 4 124
1515 Helena Ln E 8 4 32
1505 Helena Ln E 22 4 88
1525 Garden St. E 48 5 240
1535 Garden St. E 37 5 185
1587 Garden St. E 40 5 200
1587 Garden St. E 10 5 0 50 6" SW
1595 Garden St. E 10 5 50
1586 Franklin Ave. NE 43 5 215
1584 Franklin Ave. N 37 5 185
1582 Franklin Ave. N 40 5 200
1580/1582 Franklin Ave. N 15 5 75
1578 Franklin Ave. N 73 5 365
130 Sunridge Way W 124 5 620 Side Address
130 Hillside Way W 15 5 0 75 120 6" SW & DW Approach
129 Hillside Way W 33 5 165 Side Address
1514 Franklin Ave. W 31 5 155
1508 Franklin Ave. W 25 5 125
1523 Franklin Ave. E 15 5 75
1575 Franklin Ave. E 82 5 410
205 Eucalyptus Dr. N 148 4 592
205 Eucalyptus Dr. NW 105 4 420
213 Eucalyptus Dr. NW 65 4 260
213 Eucalyptus Dr. NW 0 0 0 75 1/2 Driveway
221/229 Eucalyptus Dr. NE 21 4 84
229 Eucalyptus Dr. NE 11 4 0 44 6" SW
237 Eucalyptus Dr. NE 77 4 308 Side Address
237 Eucalyptus Dr. N 60 4 240
245 Eucalyptus Dr. N 8 4 32
245/253 Eucalyptus Dr. N 32 4 128
253 Eucalyptus Dr. N 20 4 80
254 Eucalyptus Dr. S 42 4 168
252 Eucalyptus Dr. S 16 4 0 64 150 6" SW & DW Approach
252 Eucalyptus Dr. S 8 4 32
244 Eucalyptus Dr. S 7 4 28
236 Eucalyptus Dr. S 19 4 76
210 Eucalyptus Dr. S 61 4 244
211 Candy Ln. S 10 5 50
251 Candy Ln. E 36 4 144 Y
243/251 Candy Ln. E 28 4 112 Y
211/227 Candy Ln. E 30 4 120 Y
8,739 269 345
**Note: For driveway approach only - curb and gutter included in SF quantity Total Qantities
Sidewalk Area
(SF) 6" Thick
**Driveway
Area (SF) Tree? Notes
Street Adress Cross Street (If
Applicable)
Side of
Street
Length
(LF)
Width
(LF)
Sidewalk Area
(SF) 4" Thick

Page 1 of 1 ends

Redlands Regular Meeting of 2-4-2025 922 of 995
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ELIZABETH ST

GARDEN ST
FO
RD
ST
IVY ST

BELAIR CT

LYNNE CT

MONTICELLO
C
T

HALSEY ST

FRANKLIN AVE

EUCALYPTUS DR

E SOUTH AVE

SUNRIDGE WAY

DWIGHT ST

CANDY LN

HILLSIDE WAY
20 1433 109 113 115 117 119 125 127 129 209 213 221 105 121 201 205 217 301 305 1508
118
107
1555
1615
1545
126
1505
130
1655
110
1627
1516
1538
1607
1509
126
1505
1517
114
1505
1610
120
108
111
1524
1513
1512
120
1608
1606
110
115
109
101
1508
1640
330 108
1614
1514
260
1503
120
102
1654
1624
102
1535
21 259
102
1619
130
1616
1525
1611
115
1618
106
1623
121
1508
109
1641
1530
129
116
101
1615
1501
125
1619
1624 1632
129
1509
126
1520
1565
1512
1635
121
1531
105
1513
1611
267
125
0 1515
1584
258
1537
208
1531
235
1543
1520
1513
1600
1629
1587
1516
1582
1513
1586
1544
1583
252
1610
244
1555
0 1556
1549
1575
1538
1580
1613
1503
205
1519
130
237
245
1619
1595
1525
213
1621
226
211
1550
242
1543
254
1591
1533
1553
1621
1563
1626
1609
1523
210
216
1578
1617
1518
220
229
212
250
251
236
1522
221
1618
253
243
204
210
227
1625
297
1561
1605
Area D
OneStop.mxd
0 125 250
Feet
Scale
This map was produced by the City of Redlands,
Geographic Information System.

The City of Redlands assumes no warranty or
legal responsibility for the information contained
on this map.

The data used to generate this map is dynamic
in nature, therefore the information shown may
or may not be the most current.

November 13, 2024
.

Remove and Replace 4"
Thick Sidewalk
Remove and Replace 6"
Thick Sidewalk
Remove and Replace 6"
Thick Driveway
Remove and Replace
ADA Ramp

Page 1 of 2 ends

Redlands Regular Meeting of 2-4-2025 923 of 995
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E SUNSET DR
FO
RD
ST

ARBOR DR

AC CESS RD

LYNNE CT

JUANITA LN

E SOUTH AVE

VIA VISTA DR

EUCALYPTUS DR

PAMELA CREST

MARILYN LN

HELENA LN
309 313 321 325 328 221 213 317 329
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0 1521
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1526
1645
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297
1561
1605
Area D
OneStop.mxd
0 125 250
Feet
Scale
This map was produced by the City of Redlands,
Geographic Information System.

The City of Redlands assumes no warranty or
legal responsibility for the information contained
on this map.

The data used to generate this map is dynamic
in nature, therefore the information shown may
or may not be the most current.

November 13, 2024
.

Remove and Replace 4"
Thick Sidewalk
Remove and Replace 6"
Thick Sidewalk
Remove and Replace 6"
Thick Driveway
Remove and Replace
ADA Ramp

Page 2 of 2 ends

Redlands Regular Meeting of 2-4-2025 924 of 995
2024 CITYWIDE SIDEWALK AND ADA RAMP REPLACEMENT PROJECT Area E Quantities
House
Number Street Name
1255 Citrus Avenue N 86 5 430
1255 Citrus Avenue Grove Street W 18 4 72 Side Address
Central Ave (Alley) 240 DW Approach
201 Kaye Ct Central Ave N 31 4 124 Side Address
208 Kaye Ct E 21 4 84
204 Kaye Ct E 20 4 80
200 Kaye Ct E 28 4 112
200 Kaye Ct Central Ave N 9 4 36 Side Address
Central Ave (Alley) N 21 4 84 260 DW Approach
201 Craig Ct Central Ave N 37 4 148 Side Address
205 Craig Ct W 56 4 224
209 Craig Ct W 7 6 42
217 Craig Ct NW 52 6 312
212 Craig Ct E 9 6 54
208/212 Craig Ct E 11 7 77 Protect in Place WM
208 Craig Ct E 33 4 132
204 Craig Ct E 33 4 132
Central Ave (Alley) N 0 290 DW Approach
201 Judson St N 10 4 40 Side Address
151 Judson St Central Ave S 0 Side Address
1325 Citrus Avenue S 193 4 772
2,955 - 790
**Note: For driveway approach only - curb and gutter included in SF quantity Street Adress Cross Street (If
Applicable)
Side of
Street
Length (LF) Width (LF)
Sidewalk
Area (SF) 6"
Thick
**Driveway Area
(SF) Tree? Notes
Total Qantities
Sidewalk Area
(SF) 4" Thick

Page 1 of 1 ends

Redlands Regular Meeting of 2-4-2025 925 of 995
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FORD ST

E CYPRESS AVE

JUDSON ST

E CITRUS AVE

CERO CT

LARAMIE AVE
JADE
C

S GROVE ST
T

CRAIG CT

KAYE CT

N GROVE ST

COOK ST

CENTRAL AVE

E PARK AVE
217
204
337
209
1316
1211
209
1203
212
0 205 205
200
1223
1365
1302
212
208
205
341
209
228
217
208
1407
213
217
0 1262
338
1311
1144
200
224
1221
0 209
201
1310
217
1301 201 201
1143
135
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204
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1209
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0 0
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216 216
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0 214
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220
0 213
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20 140
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30 10
0 0
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0 1123
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0 610
20 1304
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27 1256 1308
1301 1309 1321 1325
17 1312
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1252
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1320 1326
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28 1316
1244
8 18
1317
7 1253
10 1300
1305 1329
19 29
9 520
0 455
0 450
1308
1307
1314
0 0
0 0
Area E
OneStop.mxd
0 120 240
Feet
Scale
This map was produced by the City of Redlands,
Geographic Information System.

The City of Redlands assumes no warranty or
legal responsibility for the information contained
on this map.

The data used to generate this map is dynamic
in nature, therefore the information shown may
or may not be the most current.

November 13, 2024
.

Remove and Replace 4"
Thick Sidewalk
Remove and Replace 6"
Thick Sidewalk
Remove and Replace 6"
Thick Driveway
Remove and Replace
ADA Ramp

Page 1 of 1 ends

Redlands Regular Meeting of 2-4-2025 926 of 995

APPENDIX D
a. City Encroachment Permit Form
(Contractor to obtain encroachment permit from the City as no-fee permit) E
Redlands Regular Meeting of 2-4-2025 927 of 995

THIS PAGE INTENTIONALLY LEFT BLANK
Redlands Regular Meeting of 2-4-2025 928 of 995
PERMIT NO. _________
Name: Phone:

Address: City: Zip:

Contractor: USA ID No.:

Contractor License No.: Type: Cal OSHA No.:

Construction Start Date:

Development No.: Plan No.:

Street Name:

Cross Streets:

Address:

For the purpose of performing the following work:

Applicant/Agent Signature:

EACH
EA $ $ 43.00 EA =$ Truck Route Permit Required:

SF $ $ .44 SF =$
SF $ $ .87 SF =$
LF $ $ 3.28 LF =$ Closure Permit With
LF $ $ 2.19 LF =$ Traffic Plan Required:

SF $ $ .09 SF =$
SF $ $ .09 SF =$
EA $ $ 43.00 EA =$ Water Shutdown Required:

EA $ $ 2,568.00 EA =$
EA $ $ 2,011.00 EA =$
CY $ $ 130 CY =$ Bond Required:

LF $ $ 5.21 LF =$
EA $ $ 43.00 EA =$
EA $ $ 43.00 EA =$
EA $ $ 43.00 EA =$
LF $ $ 1.73 LF =$
EA $ $ 43.00 EA =$ Conduit Material:

EA $ $ 43.00 EA =$
EA $ $ 43.00 EA =$
LF $ $ 1.73 LF =$ Conduit Size:

LF $ $ 1.73 LF =$
EA $ $ 43.00 EA =$
EA $ $ 43.00 EA =$
EA $ $ 43.00 EA =$
EA $ $ 43.00 EA =$
LF $ $ 1.73 LF =$
SF $ $ .18 SF =$
EA Fire Flow Test……………………………… $ EA =$
SF $ SF =$
EA $ $ 55.00 EA =$ Calculated By
HR OT/Off Hrs Inspection (2 HR Min) $ $ 122.60 HR =$
$ =$
$ =$
SUBTOTAL PERMIT FEE $
PERMIT FEE work complete within specified date from issuance = $ 339.00 fee.

Municipal Utilities & Engineering
$
TOTAL ENCROACHMENT PERMIT FEE $

0.00 $339.00

86.00 86.00

86.00 Application for Road / Encroachment Permit
City of Redlands - Municipal Utilities & Engineering Department Anticipated Completion Date:

I hereby request permission to construct/install improvements/facilities within the City of Redlands road right-of-way at the following location:

86.00 86.00

86.00 86.00
BASE
Date:

Driveway Appr, Res/Comm……………….

Sidewalk……………………………………
Cross Gutter/Spandrel……………………
Crushed Aggregate Base…………………
Curb & Gutter………………………………
Curb/Berm………………………………….

Traffic Signal - Modification……………….

SHADED AREA FOR OFFICIAL USE ONLY
In accordance with Plans approved by the Municipal Utilities & Engineering Director and/or the Standard Specifications and Detail Drawings of the City of Redlands for the quantity and type of improvements listed below:

86.00 Street Light………………………………… 86.00
Traffic Signal - New……………………….

Asphalt Pavement…………………………

86.00 86.00

10.00 (Effective 10/7/2020)
PENALTY FEE 25% of total permit fee if issued after commencement of work Sewer Manhole…………………..……….

Reinforced Concrete………………………
Storm Drain Pipe…………………………..

Curb Inlet/Outlet Structures………………
Water Shutdown…………………………..

Fire Service…………………………………
Sewer Cleanout……………………………
Sewer Lateral………………………………
Water Main - Potable……………………..

Water Main - Non-Potable……...………..

Fire Hydrant Assembly……………………
Water Service Lateral……………………..

Storm Drain Manhole/Junction Box……..

Curb Core…………………………………..

Sewer Main……………………..…………

86.00 86.00

86.00 79.00
Excavation/Utility Trench………..….…….

Street Patch………………………………..

Warranty Fee (Street Cut)……………..…
Traffic Safety Setup………………………..

YES NO
YES NO
YES NO
YES NO
Redlands Regular Meeting of 2-4-2025 929 of 995

APPENDIX F

CONTRACTOR SAFETY PROGRAM
Redlands Regular Meeting of 2-4-2025 930 of 995

THIS PAGE INTENTIONALLY LEFT BLANK
Redlands Regular Meeting of 2-4-2025 931 of 995

THE CITY OF REDLANDS

CONTRACTOR SAFETY

PROGRAM
Rev. June 15, 2021
Redlands Regular Meeting of 2-4-2025 932 of 995

TABLE OF CONTENTS
I. POLICY......................................................................................................................3 II. AUTHORITY..............................................................................................................3 III. SCOPE.....................................................................................................................3 IV. DEFINITIONS...........................................................................................................3 V. RESPONSIBILITIES ....................................................................................................4 RISK MANAGEMENT... …………………………………………………………………………………………………………4 PROJECT MANAGER (CITY)……………………………………………………………………………………………………..5 INSPECTOR (CITY)………………………………………………………………………………………………………………..5 EMPLOYEES (CITY)……………………………………………………………………………………………………………….5 CONTRACTOR…………………………………………………………………………………………………………………….5 PROJECT SAFETY OFFICIAL……………………………………………………………………………………………………..6 VI. PROGRAM ..............................................................................................................6 SAFETY PREQUALIFICATION QUESTIONNAIRE……………………………………………………………………………..6 APPEAL PROCESS…………………………………………………………………………………………………………………7 CONSTRUCTION PROJECTS (TIER I AND TIER II)…………………………………………………………………………….8 INSPECTIONS……………………………………………………………………………………………………………………..9 TRAINING/DOCUMENTATION………………………………………………………………………………………………...9 NON-COMPLIANCE………………………………………………………………………………………………………………9 CITY PERSONNEL………………………………………………………………………………………………………………….9 VII. RECORDKEEPING………………………………………………………………………………………………….10 VIII. ADDITIONAL REFERENCES ...................................................................................10 ACKNOWLEDGMENT OF RECEIPT (A)……………………………………………………………………………………….11 SAFETY PREQUALIFICATION QUESTIONNAIRE (B)………………………………………………………………………..12 NOTICE OF NONCOMPLIANCE (C)…………………………………………………………………………………………..13 JOB HAZARD ANALYSIS (D)……………………………………………………………………………………………………14 INCIDENT INVESTIGATION FORM (E)………………………………………………………………………………………..15 Redlands Regular Meeting of 2-4-2025 933 of 995
3 I. Policy

CONTRACTOR SAFETY PROGRAM
The purpose of this Contractor Safety Program (“CSP”) is to ensure, as best as reasonably possible, the protection and safety of all persons and property during construction activities undertaken by private contractors on behalf of the City of Redlands (“City”). The City has a comprehensive and structured approach in outsourcing services performed on City facilities by third-party persons and entities (“Contractor(s)”). The first phase of this comprehensive approach includes actively screening Contractors based on safety records, safety performance, and safety compliance. After the qualified Contractor is awarded a contract, the Contractor must then ensure compliance with all local, state, federal and Cal/OSHA regulations applicable to the contracted scope of work, and requirements set forth within this CSP. The Contractor, its agents, and personnel must adhere to the policies and procedures set forth by this CSP and all applicable laws and regulations.

II. Authority
California Code of Regulations, Title 8, Section 336.10 “Determination of Citable Employer” California Code of Regulations, Title 8
“Greenbook” Standard Specifications for Public Works Construction Redlands Municipal Code
California Building Code
III. Scope
This CSP applies to all Contractors who provide or render construction or improvement services for Cityowned property and facilities.

The Contractor services covered under this CSP include, but are not limited to, the following:

A. New construction;
B. Remodeling;
C. Facility maintenance orrepair;
D. Equipment installation or maintenance; and
E. Services (i.e. janitorial, fleet operations, landscaping,etc.) Consultants/ Professional service providers are exempt from having to submit a Safety Prequalification Questionnaire (“SPQ”), prior to the beginning of work, but they are expected to be compliant with industry best practices with regards to maintaining a safe work environment for their employees and others.

IV. Definitions
A. Contract – any written agreement between the City of Redlands and a Contractor, to perform a specified scope of work on City facilities. With respect to this policy, a contract includes, but is not limited to: awarded purchase orders, bids, and/ or project contracts.

B. Construction Work – construction, alteration, and/or repair, including painting anddecorating.

C. Contractor – a person or entity (including all personnel) awarded a contract to perform work on City property or facilities.

D. D.A.R.T Rate – Injuries and illnesses severe enough to warrant: Days Away, Restrictions and Transfers. The DART rate is calculated using the following formula: Number of OSHA Recordable injuries and illnesses that resulted in Days Away x 200,000/divided by total hours worked by all employees during the year covered.

Redlands Regular Meeting of 2-4-2025 934 of 995
4 E. Designated Work Area – an area where it is necessary to restrict or limit entry or access of nonessential personnel or the public. Examples include work areas involving remediation abatement, demolition, excavation, and overheadlifting.

F. Facilities – any building or property owned by the City of Redlands.

G. Hazard – source or situation with a potential for harm in terms of injury or health, damage to property, damage to workplace environment, or a combination ofthese.

H. Job Hazard Analysis (“JHA”) – a technique that focuses on job tasks as a way to identify hazards before they occur. It focuses on the relationship between the worker, the task, the tools, and the work environment. The objective is to eliminate the risk or to utilize control measures to reduce the risk.

I. North American Industry Classification System (“NAICS”) – is the standard used by Federal statistical agencies in classifying business establishments for the purpose of collecting, analyzing, and publishing statistical data related to the U.S. businesseconomy.

J. Non-compliance – any deviation from standards, practices, processes, procedures, regulations etc. that could either directly or indirectly lead to injury or illness, property damage, damage to the workplace environment, or any combination of thesecriteria.

K. Notice of non-compliance – form provided to the Contractor by the City alerting the contractor of non-compliance with City specifications, Cal/OSHA regulations, or any other generally accepted safe work practice.

L. Non-compliant hazardous work condition – any hazard that is considered to be non-compliant with State or Federal safety and health regulations, City specifications, or any inconsistency with generally accepted work practices.

M. Personnel – all Contractor employees, contractors, sub-contractors and agents providedaccess to City property or facilities.

N. Recordable Incident – any injury or illness resulting in death, days away from work, restricted work or transfer to another job, medical treatment beyond first aid, or loss of consciousness per OSHA Section 1904.7(a).

O. Safety Tailgate – informal safety meeting generally conducted at the job site prior to the commencement of a job or work shift.

P. Services – any and all, labor, duties, functions and activities required to be performed by the Contractor under the contract and any subsequent addenda.

V. Responsibilities

RISK MANAGEMENT
A. Update, maintain, and administer this CSP;
B. Maintain centralized records of training, site visit data, written programs, tailgate meetings, permits, and all other necessary contractor relateddocumentation;
C. Provide technical assistance to Engineeringpersonnel; D. Attend Pre-construction meetings and progress meetings asneeded; E. Provide assistance on safety inspections as needed;
F. Review safety submittals;
G. Provide guidance on pre-qualification determination; and H. Provide training to affected city personnel with responsibilities under thisprogram.

Redlands Regular Meeting of 2-4-2025 935 of 995
5 PROJECT MANAGER (CITY)
The Project Manager has the authority to delegate any or all portions of this CSP to subordinates, but the Project Manager will be held accountable for their compliance. The Project Manager shall contact Risk Management, as necessary, for assistance in relation to this CSP.

A. Ensure safety hazards are addressed in a timelymanner; B. Communicate safety concerns during pre-construction meetings and progressmeetings; C. Inform impacted employees of construction activities scheduled in their workarea; D. Enforce pre-qualification procedures in bidding process; and E. Ensure this CSP is properly executed.

INSPECTOR (CITY)
The City of Redlands construction inspector is not a safety professional and will only provide “Notice of NonCompliance” for obvious and serious non-compliant conditions.

A. To the best of their abilities, inspect work sites for safetyhazards; B. Communicate safety concerns to Contractor;
C. Provide Contractor with “Notice of Non-Compliance” when serious conditions occur or repeatviolations; D. Collect documentation needed for construction worksites; E. Submit documentation to Risk Management forrecordkeeping; F. Maintain photo documentation of safety hazards;
G. Never enter situations that can harm or endanger himself/herself; H. Never use personal protective equipment (PPE) or enter situations, which they are not trainedfor; I. Contact Emergency Medical Services (911) and Risk Management in case of emergency;and J. Attend and communicate safety concerns in progressmeetings.

EMPLOYEES (CITY)
A. Immediately notify the Project Manager, inspector, or Risk Management of any safety related concerns at a Contractor job site; and
B. Contact Emergency Medical Services (911) and Risk Management in case ofemergency.

CONTRACTOR
Where relevant and applicable, the Contractor’s responsibilities shall include:

A. Compliance with requirements and responsibilities detailed within the Contractor Safety Program; B. Ensure all local regulatory requirements are met and all necessary permits are obtained before conducting work on behalf of the City;
C. Designate a Project Safety Official by name who shall be available at all times to abate safety hazards; D. Ensure all personnel have the appropriate qualifications and training to perform the contracted work (Copies of current training documentation and certifications must be on file with theCity); E. Inform City Project Manager or inspector of any job site safety hazards orconcerns; F. Inform City Project Manager if any suspected asbestos-containing material islocated; G. Conduct and submit Job Hazard Analysis (JHA) before work and as required by change of tasks; H. Conduct and submit Safety Tailgates on a bi-weekly basis; I. Provide all required PPE necessary to conduct work safely and in accordance with required local regulations;
J. The safety of all individuals who enter work site;
K. Spill cleanup;
L. Immediately report any incidents, accidents, near misses, unsafe conditions, or unsafe acts involving any jobsite personnel;
Redlands Regular Meeting of 2-4-2025 936 of 995
6 M. Arrange for the proper storage and removal of waste generated prior to the completion of job, and provide confirmation that the materials have been removed or disposed of in a manner compliant with all applicable environmental regulations;
N. Removing all equipment used during work activities and ensuring proper housekeeping of designated work area at the end of each workday and upon completion of the job; O. Contact Emergency Services (911) and Project Manager in the event of an emergency; and P. For the actions of their subcontractors, as they may pertain to this CSP, including their adherence to its contents and review of this document.

PROJECT SAFETY OFFICIAL (CONTRACTOR)
A. Shall be at the work site at all times;
B. Must be thoroughly familiar with the Contractor’s Injury and Illness Prevention Program (IIPP) and Code of Safe Practices;
C. Shall be available at all times to abate any potential safety hazards;and D. Shall have the authority and responsibility to shut down an unsafe operation, if necessary.

VI. Program

SAFETY PREQUALIFICATION PROCESS
A. The safety prequalification process is intended to:
• Provide the City with knowledge of past and current safety performance of Contractors working on City construction projects;
• Improve Contractor compliance with City safety rules, including safe work practices required by applicable regulations and laws; and
• Improve safety during Contractor activities.

B. A copy of the SPQ shall be provided to each person or entity bidding on a project, as part of the bidding process.

C. The completed questionnaire shall be returned and reviewed prior to awarding contract work, with supporting information provided as indicated by responses onquestionnaire.

D. The SPQ shall be submitted to: 35 Cajon St., Suite 4 Redlands Ca, 92373
Attention: Project Name-Contractor Name-SPQ
E. The following criteria and information relating to the Contractor will be reviewed prior to awarding contract:
• Contractor License;
• Incident Rates;
• OSHA Citations;
• Safety Policies;
• Safety Programs and Procedures;
• Compliance History on City Projects; and
• Certification Statement.

F. Contractor must qualify in each section to be approved for award of acontract.

G. If a Contractor fails to pass prequalification procedure, the City has the right to disqualify the Contractor’s proposal.

Redlands Regular Meeting of 2-4-2025 937 of 995
7 H. All costs associated with compliance with City of Redlands prequalification requirements shall be at the sole expense of the Contractor.

I. If a Contractor provides information that is later determined to be false, or improperly withholds information, the Contractor will be immediatelydisqualified.

J. Any questions or information relating to filing this questionnaire may be answered by reaching:
• Engineering: (909) 798-7698; or
• Risk Management: (909) 798-7514

DISQUALIFICATION APPEAL PROCESS
This provision is established pursuant to Public Contract Code section 20101(d) which requires every public agency that requires prospective bidders to prequalify pursuant to the law to establish “a process that will allow prospective bidders to dispute their proposed prequalification rating prior to selection of an alternate bidder.” If the City intends to disqualify a bidder based upon the bidder’s safety record, the City will notify the bidder in writing and provide the bidder with any supporting evidence that has been received from others or adduced as a result of an investigation by the City. The notice of intention shall be sent by certified mail with return receipt requested or by overnight mail via a delivery service that provides online tracking which identifies the date of the prospective bidder’s receipt of the notice, and shall include notice that the bidder has the right to, and may request a hearing to rebut any evidence used as a basis for disqualification and to present evidence to the City as to why the prospective bidder should be found qualified. Requests for a hearing must be made by written request to the City within ten calendar days of the date of the prospective bidder’s receipt of the City’s notice of intention. If the bidder does not request a hearing within the time allowed, the City’s determination shall stand unchallenged and become final.

Within seven calendar days of receiving the bidder’s request for a hearing, the City shall notify the bidder in writing of the date, time and place of the hearing. The hearing shall be held no sooner than ten (10) calendar days and no later than fifteen (15) calendar days after the notice is given. The notice shall inform the bidder of its right to present testimony and documents in support of its position.

The hearing shall be conducted before the Redlands City Manager, which may be continued from time to time as reasonably determined by the City Manager, but shall not exceed forty five (45) days. At the conclusion of the hearing, and after considering all testimony and documentation presented, the City Manager shall issue a written decision no later than five calendar days following the hearing. The City Manager’s decision shall be final and is not subject to further appeal to the City.

The bidder shall not be entitled to bid on any contracts with the City until it has met the safety pre-qualification standards. If the City Manager approves an appeal, the contractor will have been deemed to meet the qualification standards and it will be valid for one year. The bidder shall have the right to withdraw its application for prequalification or its appeal at any time before the City Manager’s decision becomes final. Such withdrawal will not preclude the bidder from re-applying for prequalification.

CONSTRUCTION PROJECTS
A. After a contract is awarded, the Contractor shall maintain, throughout the duration of the project, safety measures as necessary to protect the public and workers within, or in the vicinity of, the designated work zone. This includes an evaluation of the work to be performed and the hazards likely to be encountered.

Contractors are expected to follow, at a minimum, all pertinent laws, rules and regulations for the location in which they will be working. Where applicable, Contractor Safety Programs will meet or exceed City programs/ procedures and are subject to review and approval by the City prior to contractexecution.

Redlands Regular Meeting of 2-4-2025 938 of 995
B. Job Hazard Analysis(“JHA”)

1. Prior to a notice to proceed a JHA must be completed utilizing the City’s form, or equivalent, to assess the hazards present in the designated work area. Any information requested on the City’s form, but not stated on the equivalent form utilized, shall be provided separately with the original submission.

2. All members of the construction unit must sign the JHA to acknowledge hazard abatement procedures.

3. JHA must be kept at job site accessible to all impactedpersonnel.

4. Failure to follow JHA procedures may lead to termination of thecontract.

C. Personal Protective Equipment (“PPE”)

1. All required PPE must be worn at all times during work activities.

2. All mandatory PPE must be highlighted in the JHA.

3. PPE shall be provided by the Contractor.

4. Failure to follow PPE guidelines may lead to termination of thecontract.

D. Safety Tailgates

1. Safety Tailgate Meetings must be held on a biweekly basis for all constructionprojects.

2. The first meeting shall take place on Day 1, Week 1 and every other weekthereafter.

3. Tailgates shall be signed by all personnel and submitted to Construction Inspector for recordkeeping.

4. Tailgate topics should be specific to the scope of work of theproject.

E. Injury Reporting

1. Contractors shall immediately report injuries or accidents to the Project Manager (regardless of severity). Additionally, contractors are responsible for and must also conduct accident investigations of any injuries that occur on site and provide results to the ProjectManager.

2. Use the City Incident Investigation Form (Attachment E), or equivalent, to meetthis requirement.

F. Spill Prevention

1. The Contractor is responsible for any spill within the confines of the project and those outside of the construction limits caused by the Contractor’s defective equipment, containers, or personnel.

2. Secondary spill containment systems shall be used to prevent contamination of theenvironment.

G. Construction in Occupied Buildings

1. When building occupants are present during construction projects additional safeguards must be implemented to eliminate exposures and complaints. Dust/ particulates from demolition, sanding and other construction activities must be controlled by adequate ventilation, or containment and negative air ventilation systems based upon the specific type of activity and particle. Similar controls must be utilized for odorous activities including, but not limited to, carpet adhesive, painting, welding, and coatings.

2. The Contractor shall ensure that the HVAC system is protected in order to prevent contamination.

If an HVAC system is unprotected and contaminated by any construction/demolition materials, the Contractor shall be held responsible for the cost of cleaning the system and any subsequent repairs therein.

3. Negative air ventilation systems shall have appropriate filtration and be exhausted outside of the building.

INSPECTIONS
A. Follow up inspections will be executed to enforce compliance with safety and health requirements.

B. Follow up inspections will be conducted as part of routine site inspections by construction inspector and Risk Management employees.

Redlands Regular Meeting of 2-4-2025 939 of 995
C. The SPQ aims to provide the City with knowledge of Contractor safety history and safety practices. This minimizes the need for increased frequency of inspections. In addition, the City will take the following guidelines into consideration when determining frequency ofinspections.

1. Scale of project;

2. The frequency with which the number and types of hazards change as the workprogresses;

3. More frequent inspections will be implemented in the beginning of the project;and

4. When the Contractor has never worked for the City.

TRAINING/DOCUMENTATION
A. Contractor will ensure that all personnel are properly trained for the scope of work they are assigned, as well as the equipment they will be utilizing.

B. Documentation shall be on file with the City prior to projectstart.

C. Personnel missing training documentation shall not be permitted to work on awarded City projects.

D. Training requirements are mandated by Federal and State Regulations. This may include, but is not limited, to the programs listed in the SPQ.

NON-COMPLIANCE
A. Contractor compliance issues shall be documented on the “Notice of Non-Compliance” form. A copy of this form shall be provided to Contractor for completion.

B. Upon receipt of the completed “Notice of Non-Compliance” form, the Project Manager and Risk Management will evaluate, based on the incident, and identify, as appropriate, any additional corrective and/or preventive actions for completion.

C. If immediate correction is not feasible, the project will be temporarily stopped until the issue is adequately resolved.

D. City staff with authority to stop work are:

1. Construction Inspector;

2. City Project Manager;

3. City Manager; and

4. Risk Management staff.

E. Any violation or deviation from safety rules, procedures, or regulations, based on evaluation, may be subject to any and all disciplinary actions listed asfollows:

1. Verbal warning

2. Written warning-Notice ofNon-Compliance (work may not continue until approved corrections are implemented);

3. Dismissal of non-complying personnel; and/or

4. Termination of Contract.

The City of Redlands maintains the right to terminate any contract for the violation of safety issues without liability to the City.

CITY PERSONNEL
A. All affected City employees will be informed in advance of any construction related work or other contract work which has the potential for impacting their workplace. Notifications will be made to all affected employees via e-mail or written memo by the Project Manager or designee. Notifications must include the following information:

1. Start and end dates of the work to be completed;

2. Work areas to be affected;
Redlands Regular Meeting of 2-4-2025 940 of 995

3. Description of work to be completed;

4. Name and phone number of Project Manager;

5. Name and phone number of Construction Inspector; and

6. Name and phone number of Risk Management.

B. Employees should be instructed to notify Project Manager regarding logistical issues or other concerns.

Safety and Health concerns should be directed to either the Project Manager, Inspector, or Safety Specialist.

VII. Recordkeeping
The City’s Human Resources / Risk Management Department will maintain all records prepared in association with this CSP, with copies also place on file with the office of the City Clerk.

VIII. Additional References
https://www.dir.ca.gov/title8/336_10.html
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11 City of Redlands
Acknowledgment of Receipt Statement
I acknowledge by signing this document, that I have received and reviewed the City of Redlands’ Contractor Safety Program and understand that it contains important information on the City’s policies and procedures regarding employee safety as it pertains to Contractor activities. Furthermore, I acknowledge that failure to comply with any of these procedures may lead to termination of the contract with the City.
____________________________ ______________________________ Contractor Signature Contractor Title:
______________________________________ ________________________________________ Contractor Name (Print) Date Signed
If you have any questions regarding this document, please contact the Risk Management Division at (909) 798-7514.

Attachment A
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12 CITY OF REDLANDS

SAFETY PREQUALIFICATION QUESTIONNAIRE
SECTION 1 – GENERAL INFORMATION
Company Name:

Contractor License #: Expiration Date:

Address:

City: State: Zip Code:

Name of Person Submitting Application:

Title: Telephone #:

Email Address:

Identify the highest ranking Safety/Health Professional in your Company:

Name:

Title: Telephone #:

Omitting or reporting false information on this questionnaire may result in disqualification of bid.

The City of Redlands reserves the right to conduct random or for-cause audits of information stated in this questionnaire. If deemed necessary, additional documentation may be requested by the City to verify responses on this questionnaire.

Attachment B
Redlands Regular Meeting of 2-4-2025 943 of 995
13 SECTION 2 – INCIDENT RATES & WORKER’S COMPENSATION INFORMATION

INCIDENT RATES
Provide your actual injury and illness data below:

Provide the NAICS Code Number that best represents
your Firm:_____________________________
Provide any additional numbers here:
______________________________________
(Provide three full years of data) Last Calendar 2 Years Ago 3 Years Ago Number of hours worked by all employees:

Total Recordable Incident Rate*:

D.A.R.T. Rate*:

Total Number of Fatalities:

Incident Rate = [(Total Recordable Cases X 200,000 hours)/ Number of hours worked by all employees] D.A.R.T. Rate = [(Total Number of entries for Days Away, Restricted and Job Transfer X 200,000 hours)/ Number of hours worked by all employees]
If your latest incident rates and D.A.R.T. rates are greater than 100% of the industry average for all your NAICS code Numbers Listed, your bid may be disqualified.

The industry average can be found at www.bls.gov
WORKERS’ COMPENSATION INFORMATION

1. Provide your Workers’ Compensation Experience Modification Rate (EMR) Data:

Policy Year EMR
* If your current EMR is greater than 1.25, initialing here certifies that you will provide a competent, full- time person or representative responsible for safety for all City projects:____________
Current EMR*
* lnitialing here certifies that your firm does not have an EMR:___________ (Submit a copy of your firm's Loss Run Reports for the last three years if your firm does not have an EMR.)
1 Year Ago:
2 Years Ago: Name of your firm’s Workers’ Compensation carrier:
3 Years Ago: Phone Number of Workers’ Compensation carrier

2. Is your firm self-insured for Workers' Compensation claims? Yes  No  (If yes, please attach a copy of the latest Annual Report to the State of California Department of Industrial Relations and/or State of California Certificate of Self-Insurance.) SECTION 3– CITATION HISTORY

1. Has your firm received any regulatory citations in the last threeyears? Yes  No  If yes, please answer the question below.

Redlands Regular Meeting of 2-4-2025 944 of 995
14 2. Were any of the confirmed (Closed) citations classified as Serious, Willful, Repeat, or Failure to abate?
Yes  No 

3. If yes, please explain:

4. Have you abated all of the citations issued to you in the last threeyears Yes  No  If no, please explain abatement action plan:

SECTION 4 – SAFETY POLICIES
Questions (Please check YES or NO) YES NO*

1. Does your company provide and adhere to a written Illness Prevention Program (IIPP) (CCR Title 8 §3203(a))? If yes, a copy of the program will be required on-hand at the job site throughout the duration of the contract. Please attach a copy to your bid proposal.  

2. Does your company provide and conduct Tailgate Meetings, or equivalent with employees at least every 10 working days. (CCR Title 8 §1509(e))
 

3. Does your company have a policy for disciplinary action for unsafe behavior ensuring employee compliance with safe and healthy work practices? (CCR Title 8 §3203(a)(2))  

4. Does your company provide and abide by a written Code of Safe Practices that relates to your firm’s operations. (CCR Title 8 §1509(b)) If yes, a copy of the Code of Safe Practices will be required on-hand at the job site throughout the duration of the contract. Please attach a copy with your bid proposal.  

5. Does your company perform JHAs? (CCR Title 8 §1511(b)  

6. Does your company provide training and retraining programs for ensuring employee compliance with safe and healthy work practices? (CCR Title 8 §3203 (a)(2), (a)(7)  

7. Does your company provide training and retraining programs for ensuring employee compliance   *Please provide reason(s) for NO answer in the box below or on a separate sheet of paper.

Failure to provide the above-referenced documents will result in the contractor’s bid being disqualified.

SECTION 5 – SAFETY PROGRAMS AND PROCEDURES

PLEASE ANSWER ALL QUESTIONS BY CHECKING YES OR NO, AND ATTACHING APPROPRIATE DOCUMENTS THAT MAY APPLY OR AS REQUESTED.

Redlands Regular Meeting of 2-4-2025 945 of 995
15 YES NO

1. Is Confined Space work anticipated in the scope of the work awarded? (If no, please proceed to Question 2)  
If yes, please attach the following: Attached?
Copy of written Confined Space Entry Procedure  
List of personnel authorized on jobsite to work in confined space(s)   List of personnel authorized on jobsite to serve as Rescue Team   Verification of personnel training (copies of certs, cards, etc.)  

2. Is work requiring Lockout/Tagout protocols anticipated in the scope of the work awarded? (If no, please proceed to Question 3)  
If yes, please attach the following: Attached?
Copy of written Lockout/Tagout (LOTO) Procedure  
List of personnel authorized on jobsite to perform LOTO   Verification of personnel training (copies of certs, cards, etc.)  

3. Is work requiring a personal lift anticipated in the scope of the work awarded? (If no, please proceed to Question 4)  
If yes, please attach the following: Attached?
List of personnel authorized on jobsite to use lifts   Verification of personnel training (copies of certs, cards, etc.)  

4. Is work requiring a forklift anticipated in the scope of the work awarded? (If no, please proceed to Question 5)  
If yes, please attach the following: Attached?
List of personnel authorized on jobsite to use a forklift   Verification of personnel training (copies of certs, cards, etc.)  

5. Is work requiring a crane anticipated in the scope of the work awarded? (If no, please proceed to Question 6)  
If yes, please attach the following: Attached?
Copy of written Crane Program  
Copy of all expected Crane operators’ Certifications   List of personnel designated as Competent under Crane program   Verification of personnel training (copies of certs, cards, etc.)   NOTE: If awarded bid, more documentation may be required Redlands Regular Meeting of 2-4-2025 946 of 995
16 6. Is Hot Work (as defined by OSHA) anticipated in the scope of the work awarded? (If no, please proceed to Question 7)  
If yes, please attach the following: Attached?
Copy of written Hot Work Procedure  
List of personnel authorized on jobsite to perform Hot Work   Verification of personnel training (copies of certs, cards, etc.)  

7. Is Trenching/ Excavation work anticipated in the scope of the work awarded? (If no, proceed to Question 8)  
Is a plan in place for the disposal of all material that cannot be returned to the trench/ excavation?   Are appropriate materials for barricading or securing work area at jobsite?   Has a permit from the Department of Industrial Relations for excavations deeper than 5 feet been obtained?  
If yes, please attach the following: Attached?
Copy of written Trenching/ Excavation Procedure  
Copy of Permit if trench is to exceed depth of 5 feet   List of personnel designated as Competent under Trenching/ Excavation Program   Verification of personnel training (copies of certs, cards, etc.)   NOTE: If awarded bid, more documentation may be required

8. Is electrical work anticipated in the scope of the work awarded? (If no, proceed to Question 9)   If yes, please attach the following: Attached?
Copy of written Electrical Safety Program  
List of personnel designated as Competent under Electrical Safety Program   Verification of personnel training (copies of certs, cards, etc.)  

9. Is work that may have an arc flash potential anticipated in the scope of the work awarded? (If no, proceed to Question 10)  
Are all materials required to safely perform arc flash present?   If yes, please attach the following: Attached?
Copy of Arc Flash Procedure  
List of personnel designated as Competent under Arc Flash Program   Verification of personnel training (copies of certs, cards, etc.)   Redlands Regular Meeting of 2-4-2025 947 of 995
17 10. Is work involving chemicals anticipated in the scope of the work awarded? (If no, proceed to Question 11)?  
If yes, please attach the following: Attached?
Copy of written Hearing Conservation Program  
List of personnel working in high noise areas  
Verification of personnel training (copies of certs, cards, etc.)  

11. Is work involving chemicals anticipated in the scope of the work awarded? (If no, proceed to Question 12)?  
* Copies of SDS for Chemicals used must be kept at jobsite Please attach the following: Attached?
Copy of written Hazard Communication Program  
List of personnel performing work with chemicals  
Verification of personnel training (copies of certs, cards, etc.)   List trade names of all hazardous materials which you will be using on site:

12. Is work on or adjacent to public roadways anticipated in the scope of the work awarded. (If no, proceed to Question 13)

 
Do you have the appropriate provisions (signs, devices, barricades/)   Please attach the following: Attached?
Please provide a list of personnel working in traffic areas.   Verification of personnel training (copies of certs, cards, etc.)   NOTE: If awarded bid, more documentation may be required

13. Is it anticipated in the scope of the work awarded that exposure to asbestos is possible? (If no, proceed to Question 14)  
Please attach the following: Attached?
Copy of written procedure(s)  
List of personnel working with potential exposure to asbestos   Verification of personnel training (copies of certs, cards, etc.)   Redlands Regular Meeting of 2-4-2025 948 of 995
18 14. Is it anticipated in the scope of the work awardedthat exposure to silica is possible? (i.e. sandblasting, concrete demolition, concrete saw cutting, surface grinding, etc.) (If no, proceed to Question 15)
 
Please attach the following: Attached?
Copy of Silica Control Plan  
List of personnel working with potential exposure to silica   Verification of personnel training (copies of certs, cards, etc.)  

15. Is work at heights anticipated in the scope of the work awarded? (If no, proceed to Question 16)   Please attach the following: Attached?
Copy of written Fall Protection Program  
List of personnel designated as Competent under Fall Protection Program   Verification of personnel training (copies of certs, cards, etc.)  

16. Is work requiring the use of respirators anticipated in the scope of the work awarded? (If no, proceed to Question 17)  
Please attach the following: Attached?
Copy of written Respiratory Protection Program  
List of personnel using respirators  
Verification of personnel training (copies of certs, cards, etc.)  

17. If the scope of work to be performed is not adequately represented by questions (1-16), please list any additional Health & Safety concerns below.

SECTION 6 – COMPLIANCE HISTORY ON CITY PROJECTS
In addition to the previous sections, Contractors that have previously been awarded work by the City, will be equally evaluated on their compliance history in relation to City projects.

Redlands Regular Meeting of 2-4-2025 949 of 995
19 SECTION 7 – CERTIFICATION STATEMENT
I Certify under penalty of perjury that:
a. the information contained herein is true and correct to the best of my knowledge,and b. no attempt has been made to give false or misleading information or to withhold any information.

Signature of Authorized Representative: Title of Authorized Representative Printed Name of Authorized Representative Date Signed:

Redlands Regular Meeting of 2-4-2025 950 of 995
20 NOTICE OF NON-COMPLIANCE
Project:

Contractor:

Notice of Non-Compliance was issued to Contractor’s representative, , Name on at .

The following unsafe behaviors were observed at the Contractor’s job site:

If the unsafe condition is not immediately corrected, the City of Redlands may take disciplinary action in accordance with the Contractor Safety Program guidelines. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ To be completed by Contractor
Corrective action plan to abate hazards:

Unsafe Condition Resolved: Date: Time:

Remarks:

Attachment C
Redlands Regular Meeting of 2-4-2025 951 of 995
21 Job Hazard Analysis
Signatures of Employees On-Site this JHA is applicable to:

Project:

Company: Project Safety Official: Project Manager (City):

Scope of Work: Location: Date:

Tasks Potential Safety
Risks/Hazards
Safety
Controls/Mitigat
Required PPE
Hard Hat
Safety Vest
Safety Glasses/Goggles
Safety Boots
Respirator
Safety Gloves
Face Shield
Fall Protection
Other:

Employee Signature: Print Name: Date:

Attachment D
Redlands Regular Meeting of 2-4-2025 952 of 995
22 INCIDENT INVESTIGATION FORM
Date of Incident: Time of Incident: Date Reported:

Lead Investigator: Contact Information:

Contractor: Employee Name:

Witness 1 Name: Telephone:

Witness 2 Name: Telephone:

Incident Site/ Location
Incident Summary:

Near Miss Yes No Incident Severity: Minor Significant Major Critical Root Cause(s):

Corrective Actions:

Attachment E
Redlands Regular Meeting of 2-4-2025 953 of 995
City Council Meeting L. 6.

DATE: 02/04/2025
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of the Professional Services Agreement with N2W Engineering, Inc. for the Recycled Water Distribution System Expansion Engineering Project for an amount not to exceed $332,500, approval of an additional appropriation in the amount of $332,500 from the Non-potable Capital Improvement Fund (532), and determine that approval of the agreement is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act (Municipal Utilities and Engineering Director Harris)
MOTION(S):

If City Council determines the staff recommendation is appropriate, the following motions are provided:

I move that City Council determine approval of a Professional Services Agreement with N2W Engineering, Inc. is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act;

1. I move that City Council approve an additional appropriation in the amount of $332,500 from the Non-potable Capital Improvement Fund (532); and

2. I move that City Council approve the Professional Services Agreement with N2W Engineering, Inc. for the Recycled Water Distribution System Expansion Engineering Project in the amount not to exceed $332,500.

3. RECOMMENDATION:

Staff recommends that City Council determine approval of this Professional Services Agreement with N2W Engineering, Inc. is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act. Staff further recommends that City Council approve an additional appropriation in the amount of $332,500 from the Redlands Regular Meeting of 2-4-2025 954 of 995
Non-Potable Capital Improvement Fund (532), and approve the Professional Services Agreement with N2W Engineering, Inc. for the Recycled Water Distribution System Expansion Engineering Project for an amount not-to-exceed $332,500.

DISCUSSION:

The Municipal Utilities and Engineering Department (MUED) owns, operates, and maintains a Wastewater Treatment Plant (WWTP) with a rated treatment capacity of 9.5 MGD annual average dry weather flow. Approximately 3.5 MGD is treated through a conventional activated sludge process before it is discharged to City-owned and maintained percolation basins to recharge the underlying groundwater basin. The remaining 6.0 MGD is treated to Title 22 standards through a Membrane Bioreactor (MBR) system. The resulting disinfected tertiary recycled water from the MBR system may be distributed as recycled water for landscape and agricultural irrigation, landfill dust control, or industrial cooling purposes. Alternatively, this recycled water may be directed to the percolation basins for groundwater recharge.

Currently, the recycled water distribution system is limited to the primarily non-residential area north of I-10 and west of I-210. The City also recently completed the engineering phase of a project to construct its first recycled water storage reservoir (2.75 MG) at the WWTP, which included a hydraulic model of the recycled water distribution system. Timing of the construction phase of this reservoir is uncertain. The City also operates and maintains several disconnected non-potable water (untreated groundwater) production, storage, and distribution systems, which provide landscape irrigation water. One (1) such system is located directly east of the recycled water service area and extends east of I-210 and south of I-10. This is a closed system that requires booster pumping 24 hours each day to maintain adequate system operating pressure.

This system also includes two (2) groundwater extraction wells located in Texonia Park and two (2) above-ground reservoirs with a combined storage capacity of 0.2 MG. This system produces/distributes approximately 2.0 MGD (average) primarily to new and proposed residential areas and to non-residential areas within the downtown core.

The intent of this project is to evaluate, engineer, and permit a connection or multiple connections between the recycled water distribution system and the non-potable water distribution system to expand the recycled water distribution system east of I-210. The project will also analyze the City's ability to serve recycled water to other residential and non-residential developments recently approved and/or constructed.

On October 28, 2024, staff issued a Request for Proposals (RFP) to qualified Consultants for the Recycled Water Distribution System Expansion Engineering Project. Proposals from the following four (4) Consultants were received prior to the November 18, 2024 submittal deadline:

Redlands Regular Meeting of 2-4-2025 955 of 995
the November 18, 2024 submittal deadline:

1. Albert A. Webb Associates, Riverside, CA

2. Engineering Resources of Southern California (ERSC), Inc., Redlands, CA

3. N2W Engineering, Inc., Irvine, CA

4. TKE Engineering, Inc., Riverside, CA
In accordance with Chapter 2.16.180 of the City's Municipal Code, a selection committee reviewed the proposals based on each firm's demonstrated competence and professional qualifications in accordance with specific evaluation criteria identified in the RFP. The selection committee interviewed the two (2) highest-ranked firms in December 2024 and determined that N2W Engineering, Inc. (N2W) is the most qualified consultant to complete the tasks identified in the RFP. N2W has provided similar engineering services to other municipalities and demonstrated a wealth of relative knowledge during their interview. Staff negotiated a reasonable consultant fee of $332,500 and recommends City Council approval of a Professional Services Agreement with N2W for this amount. This project requires an additional appropriation of $332,500 from the Non-Potable Capital Improvement Fund (532), which is a Development Impact Fee Fund. The use of these fees towards the project is based on the intent of the fee: to finance non-potable water capital facilities to provide new capacity required to serve new development. Included are development of non-potable water resources, non-potable water production, transmission, storage, and other capital facilities.

Approval of the Professional Services Agreement with N2W is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act since it will not result in a direct or reasonably foreseeable indirect physical change to the environment.

ALTERNATIVES:

City Council may deny the staff recommendation and provide alternate direction.

STRATEGIC PLAN:

N/A
SUBMITTED BY:

John R. Harris, Municipal Utilities and Engineering Director RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
Redlands Regular Meeting of 2-4-2025 956 of 995
REVIEWED BY:

Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
Dana Abramovitz-Daniel, Procurement Manager
PREPARED BY:

Goutam K. Dobey, City Engineer
Fiscal Impact
Fiscal Year: FY 24/25
Appropriation Required Y/N: Yes
Amount: $332,500
Budgeted Y/N: No
Account No.: 532920
Discussion:

This project requires an additional expenditure appropriation of $332,500 from the Non-Potable Capital Improvement Fund (532), which is a Development Impact Fee Fund. The current estimated unrestricted cash balance of the Non-Potable Capital Improvement Fund (532) is $1.2 million as of June 30, 2024. Therefore, there are sufficient funds available.

Attachments
N2W Engineering PSA
Additional Appropriation Form
Redlands Regular Meeting of 2-4-2025 957 of 995
1 I:\cmo\Agreements\N2W_Engineering Inc FY25-0009.docx-jm

AGREEMENT TO PERFORM PROFESSIONAL SERVICES
This agreement for the provision of Recycled Water Distribution System Expansion Engineering Services (“Agreement”) is made and entered in this 4 th day of February, 2025
(“Effective Date”), by and between the City of Redlands, a municipal corporation (“City”) and N2W Engineering, Inc., a California corporation (“Consultant”). City and Consultant are sometimes individually referred to herein as a “Party” and, together, as the “Parties.” In consideration of the mutual promises contained herein, City and Consultant agree as follows:

ARTICLE 1 – ENGAGEMENT OF CONSULTANT

1.1 City hereby engages Consultant to provide Recycled Water Distribution System Expansion Engineering services for City (the “Services”).

1.2 The Services shall be performed by Consultant in a professional manner, and Consultant represents that it has the skill and the professional expertise necessary to provide the Services to City at a level of competency presently maintained by other practicing professional consultants in the industry providing like and similar types of Services.

ARTICLE 2 – SERVICES OF CONSULTANT

2.1 The Services that Consultant shall perform are more particularly described in Exhibit “A,” titled “Scope of Services,” which is attached hereto and incorporated herein by this reference.

2.2 Consultant shall comply with applicable federal, state and local laws and regulations in the performance of this Agreement including, but not limited to, any applicable State prevailing wage laws.

ARTICLE 3 – RESPONSIBILITIES OF CITY

3.1 City designates John R. Harris, Municipal Utilities and Engineering Department Director, as City’s representative with respect to performance of the Services, and such person shall have the authority to transmit instructions, receive information, interpret and define City’s policies and decisions with respect to performance of the Services.

ARTICLE 4 – PERFORMANCE OF SERVICES

4.1 Consultant shall perform and complete the Services in a prompt and diligent in accordance with the schedule set forth in Exhibit “B,” titled “Project Schedule,” which is attached hereto and incorporated herein by reference.

4.2 The term of this Agreement shall be for a period of eighteen (18) months from the Effective Date of this Agreement (the “Initial Term”). The City shall have the option to extend the Initial Term of this Agreement by one (1) additional one-year term (an “Extended Term”), Redlands Regular Meeting of 2-4-2025 958 of 995
2 I:\cmo\Agreements\N2W_Engineering Inc FY25-0009.docx-jm on the same terms and conditions, by providing written notice to Consultant at least thirty (30) days prior to the expiration of the Initial Term.

4.3 If Consultant’s Services include deliverable electronic visual presentation materials, such materials shall be delivered in a form, and made available to City, consistent with City Council-adopted policy for the same. It shall be the obligation of Consultant to obtain a copy of such policy from City staff.

ARTICLE 5 – PAYMENTS TO CONSULTANT

5.1 Total compensation for Consultant’s performance of the Services shall not exceed the amount of three hundred thirty-two thousand five hundred dollars ($332,500). City shall pay Consultant on a time and materials basis up to the not to exceed amount in accordance with Exhibit “C,” titled (“Cost Proposal”) which is attached hereto and incorporated herein by reference.

5.2 Consultant shall submit monthly invoices to City describing the Services performed during the preceding month. Consultant’s invoices shall include a brief description of the Services performed, the dates the Services were performed, the number of hours spent and by whom, and a description of reimbursable expenses related to the Services. City shall pay Consultant no later than thirty (30) days after receipt and approval by City of Consultant’s invoice.

5.3 Any notice or other communication required, or which may be given, pursuant to this Agreement, shall be in writing. Any such notice shall be deemed delivered (i) on the date of delivery in person; (ii) five (5) days after deposit in first class registered mail, with return receipt requested; (iii) on the actual delivery date if deposited with an overnight courier; or (iv) on the date sent by facsimile or electronic mail transmission (including PDF), if confirmed with a copy sent contemporaneously by first class, certified, registered or express mail; in each case properly posted and fully prepaid to the appropriate address set forth below, or such other address as a Party may provide notice in accordance with this section:

CITY: CONSULTANT:

City Clerk Gregory Guillen, Principal Engineer
City of Redlands N2W Engineering, Inc.
35 Cajon Street 3420 El Camino Real, Suite 120
P.O. Box 3005 (mailing) Irvine, CA 92602
Redlands, CA 92373 [email protected]
[email protected] Phone: (909) 557-0852
Phone: (909) 798-7531
Redlands Regular Meeting of 2-4-2025 959 of 995
3 I:\cmo\Agreements\N2W_Engineering Inc FY25-0009.docx-jm ARTICLE 6 – INSURANCE AND INDEMNIFICATION

6.1 The following insurance coverage required by this Agreement shall be maintained by Consultant for the duration of its performance of the Services. Consultant shall not perform any Services unless and until the required insurance listed below is obtained by Consultant.

Consultant shall provide City with certificates of insurance and endorsements evidencing such insurance prior to commencement of the Services. Insurance policies shall include a provision prohibiting cancellation or modification of the policy except upon thirty (30) days prior written notice to City.

A. Workers’ Compensation and Employer’s Liability insurance in the amount that meets statutory requirements with an insurance carrier acceptable to City, or certification to City that Consultant is self-insured or exempt from the workers’ compensation laws of the State of California. Consultant shall execute and provide City with Exhibit “D,” titled “Workers’ Compensation Insurance Certification,” which is attached hereto and incorporated herein by this reference, prior to performance of the Services.

B. Comprehensive General Liability insurance with carriers acceptable to City in the minimum amount of One Million Dollars ($1,000,000) per occurrence and Two Million Dollars ($2,000,000) aggregate, for public liability, property damage and personal injury is required. City shall be named as an additional insured and such insurance shall be primary and non-contributing to any insurance or self-insurance maintained by City.

C. Consultant shall secure and maintain professional liability insurance throughout the term of this Agreement in the amount of One Million Dollars ($1,000,000) per claim made.

D. Business Auto Liability coverage, with minimum limits of One Million Dollars ($1,000,000) per occurrence, combined single limit bodily injury liability and property damage liability. This coverage shall include all Consultant owned vehicles used in connection with Consultant’s provision of the Services, hired and non-owned vehicles, and employee non-ownership vehicles. City shall be named as an additional insured and such insurance shall be primary and non-contributing to any insurance or selfinsurance maintained by City.

E. Consultant is expressly prohibited from assigning or subcontracting any of the Services without the prior written consent of City. In the event of mutual agreement by the Parties to assign or subcontract a portion of the Services, Consultant shall add such assignee or subcontractor as an additional insured to the insurance policies required hereby and provide City with the insurance endorsements prior to any Services being performed by the assignee or subcontractor.

6.2 Consultant shall defend, indemnify and hold harmless City and its elected and appointed officials, employees and agents from and against any and all claims, losses or liability, including attorneys’ fees, arising from injury or death to persons or damage to property Redlands Regular Meeting of 2-4-2025 960 of 995
4 I:\cmo\Agreements\N2W_Engineering Inc FY25-0009.docx-jm occasioned by any negligent act or omission by, or the willful misconduct of, Consultant, or its officers, employees and agents in performing the Services.

ARTICLE 7 – CONFLICTS OF INTEREST

7.1 Consultant covenants and represents that it does not have any investment or interest in any real property that may be the subject of this Agreement or any other source of income, interest in real property or investment that would be affected in any manner or degree by the performance of Consultant’s Services. Consultant further covenants and represents that in the performance of its duties hereunder, no person having any such interest shall perform any Services under this Agreement.

7.2 Consultant agrees it is not a designated employee within the meaning of the Political Reform Act because Consultant:

A. Does not make a governmental decision whether to:
(i) approve a rate, rule or regulation, or adopt or enforce a City law; (ii) issue, deny, suspend or revoke any City permit, license, application, certification, approval, order or similar authorization or entitlement; (iii) authorize City to enter into, modify or renew a contract; (iv) grant City approval to a contract that requires City approval and to which City is a party, or to the specifications for such a contract; (v) grant City approval to a plan, design, report, study or similar item; (vi) adopt, or grant City approval of, policies, standards or guidelines for City or for any subdivision thereof.

B. Does not serve in a staff capacity with City and in that capacity, participate in making a governmental decision or otherwise perform the same or substantially the same duties for City that would otherwise be performed by an individual holding a position specified in City’s Conflict of Interest Code under Government Code section 87302.

7.3 In the event City determines that Consultant must disclose its financial interests, Consultant shall complete and file a Fair Political Practices Commission Form 700, Statement of Economic Interests, with the City Clerk’s office pursuant to the written instructions provided by the City Clerk.

ARTICLE 8 – GENERAL CONSIDERATIONS

8.1 In the event any action is commenced to enforce or interpret any of the terms or conditions of this Agreement the prevailing Party shall, in addition to any costs and other relief, be entitled to the recovery of its reasonable attorneys’ fees, including fees for the use of inhouse counsel by a Party.

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8.2 Consultant shall not assign any of the Services, except with the prior written approval of City and in strict compliance with the terms and conditions of this Agreement. Any assignment or attempted assignment without such prior written consent may, in the sole discretion of City, result in City’s immediate termination of this Agreement.

8.3 Consultant is for all purposes under this Agreement an independent contractor and shall perform the Services as an independent contractor. Neither City nor any its agents shall have control over the conduct of Consultant or Consultant’s employees, except as herein set forth. Consultant shall supply all necessary tools and instrumentalities required to perform the Services. Assigned personnel employed by Consultant are for its account only, and in no event shall Consultant or personnel retained by it be deemed to have been employed by City or engaged by City for the account of, or on behalf of City. Consultant shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent, nor shall Consultant have any authority, express or implied, to bind City to any obligation.

8.4 This Agreement may be terminated by City, in its sole discretion, by providing not less than five (5) days prior written notice to Consultant of City’s intent to terminate. If this Agreement is terminated by City, an adjustment to Consultant’s compensation shall be made, but (1) no amount shall be allowed for anticipated profit or unperformed Services, and (2) any payment due Consultant at the time of termination may be adjusted to the extent of any additional costs to City occasioned by any default by Consultant. Upon receipt of a termination notice, Consultant shall immediately discontinue its provision of the Services and, within five (5) days of the date of the termination notice, deliver or otherwise make available to City, copies (in both hard copy and electronic form, where applicable) of project related data, design calculations, drawings, specifications, reports, estimates, summaries and such other information and materials as may have been accumulated by Consultant in performing the Services. Consultant shall be compensated on a pro-rata basis for Services completed up to the date of termination.

8.5 Consultant shall maintain books, ledgers, invoices, accounts and other records and documents evidencing costs and expenses related to the Services for a period of three (3) years, or for any longer period required by law, from the date of final payment to Consultant pursuant to this Agreement. Such books shall be available at reasonable times for examination by City at the office of Consultant.

8.6 This Agreement, including the Exhibits incorporated herein by reference, represents the entire agreement and understanding between the Parties as to the matters contained herein, and any prior negotiations, written proposals or verbal agreements relating to such matters are superseded by this Agreement. Except as otherwise provided for herein, any amendment to this Agreement shall be in writing, approved by City and signed by City and Consultant.

8.7 This Agreement shall be governed by and construed in accordance with the laws of the State of California, without regard to its conflicts of laws provisions. The Parties agree that all actions or proceedings arising in connection with this Agreement shall be tried and Redlands Regular Meeting of 2-4-2025 962 of 995
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8.8 If one or more of the sentences, clauses, paragraphs or sections contained in this Agreement is declared invalid, void or unenforceable by a court of competent jurisdiction, the same shall be deemed severable from the remainder of this Agreement and shall not affect, impair or invalidate the remaining sentences, clauses, paragraphs or sections contained herein, unless to do so would deprive a Party of a material benefit of its bargain under this Agreement.

IN WITNESS WHEREOF, duly authorized representatives of City and Consultant have signed in confirmation of this Agreement.

CITY OF REDLANDS N2W ENGINEERING, INC.

By: ___________________________ By: _________________________ Mario Saucedo, Mayor Gregory Guillen, Principal Engineer ATTEST:
___________________________
Jeanne Donaldson, City Clerk
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7 I:\cmo\Agreements\N2W_Engineering Inc FY25-0009.docx-jm EXHIBIT "A"

SCOPE OF SERVICES
Phase 1: Alternative Analysis
Consultant will review, evaluate, and expand the existing hydraulic models to determine the extents of the conversion and what work will be required to combine the non-potable and recycled water systems. Consultant is proposing to complete this evaluation in two phases. The first phase will evaluate the immediate needs of the system and determine if portions of the non-potable system could be converted in the near term by designing the connections identified in the request for proposals. Modeling will be conducted to validate the potential for these interconnections. If feasible and accepted by the City, Consultant will complete the design of these interconnections per the scope of work described later in Phase 2.

The second part Phase 1 will evaluate requirements to combine all portions of the nonpotable and recycled water systems including long term needs for storage, pump stations, and pressure reducing facilities. Consultant will provide pros and cons of various alternatives and provide modeling as necessary. At a minimum Consultant will evaluate:
• Converting the non-potable water storage/distribution system to recycled water • Converting a portion of this non-potable water storage/distribution system to recycled water
• Regulatory agency compliance and customer cost analysis for Recycled Water conversions
Consultant will also provide conceptual land acquisition requirements (if necessary) and construction cost estimates, including plumbing, pumping and control systems, and other associated temporary and permanent construction elements for each of the replacement construction alternatives. Task 1 includes an in-person project kickoff meeting, weekly remote progress meetings (24 assumed), and two in-person alternatives workshops. The deliverable for Task 1 is a detailed technical memorandum and supporting exhibits. At the conclusion of Task 1, the City staff and Consultant will select a preferred alternative. This evaluation shall consider the following minimum items:
• Water Facilities Condition/Seismic/Structural Assessment. Review the Brady & Associates assessment and conduct supplemental interior, exterior, and site condition assessments, as necessary, to support each alternative. • Hydraulics. Evaluate the hydraulic implications of various pipe configurations (e.g., control systems, pumping needs, piping schematics, etc.). • Water Quality. Identify implications of water quality on various pipe configurations and material types. This will be accomplished with a water age analysis which will be provided as part of the modeling effort.
• Regulatory Constraints. Research and identify any regulatory constraints (e.g.

SWRCB DDW, EPA, etc.) that may have implications for each project alternative.

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8 I:\cmo\Agreements\N2W_Engineering Inc FY25-0009.docx-jm Research and identify necessary engineering and construction phase permitting and the level of CEQA evaluation and documentation necessary for each alternative. It is anticipated that a majority of the resulting project will fall within a Categorical Exemption through the requirements of CEQA. New facilities such as a booster station or a reservoir will require a more substantial permitting effort, and the preliminary details of the requirements will be provided to the City for review. • Stakeholder/Risk/Sustainability Assessment. Evaluate potential technical, environmental, and operational risks, and propose mitigation strategies for each.

Coordinate with key stakeholders (i.e., regulatory agencies, utility companies, etc.) to ensure regulatory compliance and smooth integration of the systems. Assess environmental sustainability, focusing on water conservation, energy efficiency, and long-term resource management.
• Evaluate life cycle costs (as net present and annual worth) for alternatives under consideration. This shall include the initial capital investment as well as anticipated maintenance and replacement costs.
• Present results of the alternatives evaluation to Municipal Utilities & Engineering Department (MUED) staff for selection of a preferred alternative. A formal alternatives evaluation report is not necessary. Figures, photographs, and estimate tables accompanied by a meeting/presentation will suffice for this task.

Assumptions:
• Hydraulic model is up-to-date, calibrated and fully operational. • The City provides Consultant with the requested information in the time allocated in the provided schedule.
• Historical water demands and customer information will be provided in a clear and concise Excel or GIS format.
• Up to two site visits can be conducted with City operations staff to gather information and gauge the feasibility of conversions.

Phase 2: Final Engineering
Phase 2 will include survey, engineering studies, final engineering, and construction document preparation for the prioritized project design, which is assumed to be the four connections identified in the RFP for this project. As the preferred alternative and resulting project is not known at this time, it is impossible for Consultant to appropriately scope the ultimate design for all required facility improvements. However, our design team has the capability to design any projects which are yielded from this planning effort, and we will provide a revised scope of work and fee for the final selected project at the request of the City.

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9 I:\cmo\Agreements\N2W_Engineering Inc FY25-0009.docx-jm Site Survey and Basemap Preparation
Consultant will perform a site survey within the project area for existing surface features, topography, and utilities as necessary for engineering. Utility data will be obtained by performing 811 utility locates and will likely require follow up with individual utility companies who fail to locate their lines. The City will provide existing shapefiles for water, sewer, and storm utilities to supplement field surveys. Consultant will perform the following as part of the site survey:
• Field surveys as necessary to establish property boundaries and easements adjoining the project site.
• Potholing of existing utilities where necessary to collect data for design (e.g., elevations at critical crossings or where potential for conflict exists, 4 potholes assumed). Survey the locations of exposed utilities.
• Coordinate jet-tracing, as necessary, of any gravity utility lines that require tracing and survey the marked locations. The actual jet-tracing will be performed by the City.
• Establish local survey control within the project area and place survey control monuments as necessary along the project alignment. Monuments shall be a #5 set rebar at least four feet (4’) deep with an aluminum cap. • Prepare an AutoCAD basemap of the project for use in subsequent planning, design, and plan preparation.

Final Engineering
Consultant will perform the final engineering for the four proposed connections identified in the RFP. Consultant has included two design phases as part of the proposed design schedule. The First design phase includes the four proposed system interconnections included in the RFP. This phase prioritizes completing the design of these interconnections before the end of the City’s fiscal year. The second design phase includes a more substantial and prolonged design project resulting from the Final Alternatives Analysis and Technical Memorandum. General design durations were utilized for this phase as the final selected alternative and resulting design project are still unknown at this time. This schedule will be updated concurrently with the progress of the project.

Consultant will provide engineering for site improvements, as necessary, within the project areas to include site grading, drainage, etc. Given the small scale of the project (less than 1 acre of additional impervious area created), it is anticipated that stormwater detention and permanent water quality BMPs are not required.

Consultant will coordinate with dry utility companies (gas, power, communications, etc.) to relocate any existing utilities in conflict with the proposed improvements. The actual relocation designs will be performed by the utility owners and billed to the City.

Consultant will coordinate engineering with outside agencies (i.e., SWRCB DDW, EPA, San Bernardino County Flood Control District, RWQCB, FEMA, etc.) to include permitting, design reviews, specification reviews, etc. Actual permitting fees will be paid by the City.

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10 I:\cmo\Agreements\N2W_Engineering Inc FY25-0009.docx-jm Consultant will provide engineering and develop erosion control plans indicating erosion control minimums to be implemented by the contractors. A detailed SWPPP is outside of the scope of work and will be prepared by the contractors.

Construction Documents
Consultant will prepare suitable-for-construction engineering drawings for the project to include, but not be limited to, the following:
o Title Sheet
o General Notes Sheet
o Existing Conditions Sheet (with identification of available project access and staging areas)
o Survey Control Sheet
o Erosion Control Plan
o Removal Plans
o Pipe Plans (including plans and profiles)
o Connection Piping Details
o Control System Plans
o Utility/Power Plans (as necessary)
o Utility Relocation Plans
o Site Grading and Drainage Plans
o Detail Sheet (as necessary)
o Site Restoration Plans
o Additional plan sheets necessary to create a plan set suitable for bidding and construction
Consultant will also provide the following as part of the design package:
• Detailed specifications for project construction.
• Plans and specifications which will be submitted to the City for review and comment at the 30%, 60%, 90%, and final design completion level. • Develop a bid form prepared in collaboration with the City and prepare a summary of quantities for the final design.
• Prepare an engineer’s opinion of probable cost at the 30%, 60%, 90%, and final design completion levels.

Project Management and Meetings
Consultant will prepare monthly invoices with cover letters summarizing work performed for the invoice period, supporting tabulation of hours by date and task for employees working on the project, and supporting expense reports and invoices for reimbursable expenses.

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11 I:\cmo\Agreements\N2W_Engineering Inc FY25-0009.docx-jm Consultant will attend monthly 90-minute project meetings (6 assumed) with the MUED staff to discuss project progress and any engineering issues that arise. Meetings may be performed remotely. Meeting agendas will be established in collaboration with MUED staff.

Consultant will attend in-person design review meetings at the project kickoff, 30%, 60%, 90%, and final design completion levels. Meeting agendas will be established in collaboration with MUED staff.

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12 I:\cmo\Agreements\N2W_Engineering Inc FY25-0009.docx-jm EXHIBIT "B"

PROJECT SCHEDULE
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13 I:\cmo\Agreements\N2W_Engineering Inc FY25-0009.docx-jm EXHIBIT "C"

COST PROPOSAL
Project Team Role: PIC - QA/QC
Project
Manager Lead Engineer
Lead
Modeler
Project
Engineer
Modeling
Engineer
Surveying and
ROW Potholing
Team Member: J. Wang G. Guillen J. Scheidel E. Caliva I. Jimenez/ Z. Wharton
J. Li TOTAL LABOR Prizm AirX OTHER DIRECT
Billable Rate : $250 $250 $220 $320 $165 $290 HOURS COSTS Fee Fee COSTS TOTAL FEE Task 1 Project Management/Quality Control

1.1 Kickoff Meeting and Weekly Progress Meetings 28 28 56 13,160 $ 200 $ 13,360 $ 1.2 Alternatives Workshop No. 1 4 4 4 4 16 3,820 $ 200 $ 4,020 $ 1.3 Alternatives Workshop No. 2 4 4 4 4 16 3,820 $ 200 $ 4,020 $ 1.4 Monthly Progress Meetings 10 10 6 10 36 8,270 $ 8,270 $

1.5 30% Design Review Meeting 4 4 4 12 2,540 $ 200 $ 2,740 $ 1.6 60% Design Review Meeting 8 8 8 24 5,080 $ 200 $ 5,280 $ 1.7 90% Design Review Meeting 8 8 8 24 5,080 $ 200 $ 5,280 $ 1.8 Schedule Updates and Progress Reports 24 24 8 24 80 17,800 $ 17,800 $

1.9 Project Management and Quality Control 40 40 8 88 21,760 $ 21,760 $ Subtotal Task 1 40 130 98 22 62 352 81,330 $ - $ - $ 1,200 $ 82,530 $ Task 2 Alternatives Evaluation

2.1 Preliminary Research and Site Visits 2 32 120 154 27,340 $ 800 $ 28,140 $ 2.2 Hydraulic Modeling 4 8 20 120 152 43,960 $ 43,960 $

2.3 Land Acquisitions and Cost Estimates 2 4 32 38 6,660 $ 6,660 $ 2.4 Regulatory and Permitting Evaluation 2 4 32 38 6,660 $ 6,660 $ 2.5 Alternatives Analysis and Technical Memorandum 4 16 8 50 16 94 19,970 $ 19,970 $ Subtotal Task 2 14 64 28 234 136 476 104,590 $ - $ - $ 800 $ 105,390 $ Task 3 Final Engineering

3.1 Utility Research 2 4 32 38 6,660 $ 200 $ 6,860 $ 3.2 Site Survey and Base Map Preparation 2 4 8 14 2,700 $ $20,000 22,700 $ 3.3 Potholing and Jet Tracing 2 4 8 14 2,700 $ $20,000 22,700 $ 3.4 30% Design PSE 8 80 200 288 52,600 $ 52,600 $

3.5 60% Design PSE 6 40 80 126 23,500 $ 23,500 $ 3.6 90% Design PSE 4 20 40 64 12,000 $ 12,000 $ 3.7 Final Design PSE 2 4 16 22 4,020 $ 200 $ 4,220 $ Subtotal Task 3 26 156 384 566 104,180 $ 20,000 $ 20,000 $ 400 $ 144,580 $ Total Non-Optional Hours and Fee 40 170 318 50 680 136 1394 290,100 $ 20,000 $ 20,000 $ 2,400 $ 332,500 $ Subconsultant Fees Labor Hours and Rates
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14 I:\cmo\Agreements\N2W_Engineering Inc FY25-0009.docx-jm EXHIBIT "D"
WORKERS’ COMPENSATION INSURANCE CERTIFICATION
Every employer, except the State, shall secure the payment of compensation in one or more of the following ways:
(a) By being insured against liability to pay compensation by one or more insurers duly authorized to write compensation insurance in this State. (b) By securing from the Director of Industrial Relations, a certificate of consent to self-insure, either as an individual employer, or as one employer in a group of employers, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self-insure and to pay any compensation that may become due to his or her employees.

CHECK ONE
_____I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work and activities required or permitted under this Agreement. (Labor Code §1861).
_____I affirm that at all times, in performing the work and activities required or permitted under this Agreement, I shall not employ any person in any manner such that I become subject to the workers’ compensation laws of California. However, at any time, if I employ any person such that I become subject to the workers’ compensation laws of California, immediately I shall provide the City with a certificate of consent to self-insure, or a certification of workers’ compensation insurance.

I certify under penalty of perjury under the laws of the State of California that the information and representations made in this certificate are true and correct.

N2W ENGINEERING, INC.

By: Date: ___________________
Gregory Guillen, Principal Engineer
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City Council Meeting L. 7.

DATE: 02/04/2025
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of the Second Amendment to the Non-Professional Service Agreement with General Pump Company to increase by $500,000, and determine that this action is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act (Municipal Utilities and Engineering Director Harris)
MOTION(S):

If City Council determines the staff recommendation is appropriate, the following motions are provided:

I move that City Council determine that approval of a Second Amendment to the Non-Professional Services Agreement with General Pump Company is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act; and, I move City Council approval of the Second Amendment to the Non-Professional Service Agreement with General Pump Company.

RECOMMENDATION:

Staff recommends that City Council determine that approval of the Second Amendment to the Non-Professional Services Agreement with General Pump Company is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act.

Staff further recommends City Council approval of a Second Amendment to the Non-Professional Service Agreement with General Pump Company.

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DISCUSSION:

The City's water production system includes forty-five (45) potable and non-potable groundwater wells, thirty-eight (38) booster pumps, and two (2) surface water treatment plants that serve more than 75,000 customers within the Redlands water service area. The groundwater wells and booster pumps are operated by high-horsepower motors to deliver water at high flowrates and pressures. Mechanical and electrical components require frequent routine maintenance to reduce the potential for malfunction and prevent equipment failure. Repairs associated with equipment failures typically exceed staff resources and repair capabilities. During emergencies, staffing may be even more limited, and support from a qualified groundwater well and booster pump contractor is often necessary.

In August 2022, MUED staff issued a Request for Bids to qualified contractors to provide groundwater well and booster pump services on an as-needed basis.

City Council approved a Non-Professional Service Agreement (Agreement) with General Pump Company (GPC) on November 1, 2022. The original Agreement included an initial term of one (1) year, two (2) optional extension terms (each for an additional year), and annual compensation not-to-exceed $375,000. The Initial Term was completed successfully and the City and General Pump Company executed the first Agreement extension on August 31, 2023. In April 2024,City Council approved the First Amendment to the Agreement, which consolidated the optional extension years and annual compensation amounts.

GPC has exceeded the City staff's performance expectations and completed several critical time sensitive on-call repairs returning valuable potable production sources to service in time for peak summer demands. MUED staff analyzed the project budget and determined that an additional $500,000 is necessary to complete additional repairs to production wells and booster pumps in preparation for the upcoming peak pumping season. Therefore, a Second Amendment to the Agreement that increases the Extended Term compensation to $1,250,000 is necessary to successfully complete additional repairs to the City’s critical water infrastructure. No additional revisions to the Agreement terms are proposed by this Amendment.

Approval of the Second Amendment to the GPC Agreement is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act since it can be seen with certainty that doing so will not have any significant effect on the environment.

ALTERNATIVES:

City Council may deny the staff recommendation and provide alternate direction.

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STRATEGIC PLAN:

N/A
SUBMITTED BY:

John R. Harris, Municipal Utilities and Engineering Director RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
REVIEWED BY:

Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
Dana Abramovitz-Daniel, Procurement Manager
PREPARED BY:

Paul Marical, Water Utility Manager
Fiscal Impact
Fiscal Year: FY 24/25
Revenue Generating: N
Appropriation Required Y/N: N
Budgeted Y/N: Y
Account No.: 501900
Discussion:

There is no fiscal impact associated with this action. Sufficient funding is available in the FY 24/25 MUED Water Services Budget for the Second Amendment to the Non-Professional Service Agreement with General Pump Company.

Attachments
Second Amendment
General Pump Company First Amendment (Reference Only)
General Pump Company - NPS Agreement (Reference Only)
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I:\cmo\Agreements\General_Pump 2nd Amendment FY25-0018.docx-jm

SECOND AMENDMENT TO NON-PROFESSIONAL SERVICE AGREEMENT
This second amendment (“Second Amendment”) to the agreement for groundwater well and booster pump services (“Agreement”), dated November 1, 2022, by and between the City of Redlands, a municipal corporation and a general law city (“City”), and General Pump Company (“Contractor”), is made and entered into this 4
th day of February 2025.

RECITALS
WHEREAS, it is the desire of the City and Contractor to amend their existing Agreement, specifically amend the compensation for Contractor’s performance of services during the Extended Term to $1,125,000.

NOW, THEREFORE, for good and valuable consideration in the receipt of which is hereby acknowledged City and Contractor agree as follows:

AGREEMENT
Section 1. 5.1 of the Agreement, entitled “Article 5 – Payments to Contractor,” is hereby amended to read as follows:

5.1 “The compensation for Contractor’s performance of the Services shall not exceed the amount of three hundred seventy-five thousand dollars ($375,000) for the Services provided during the Initial Term. Should this Agreement be renewed, the compensation for Contractor’s performance for the Services shall not exceed the amount of one million two hundred fifty thousand dollars ($1,250,000.00) for the Extended Term, bringing the total possible amount of compensation to a not-to-exceed amount of one million six hundred twenty-five thousand dollars ($1,625,000.00). For the Initial Term and Extended Term, City shall pay Contractor on a time and materials basis up to the not-to-exceed amount in accordance with the rates specified in Exhibit “C”, titled “Price and Fee Bid”, which is attached hereto and incorporated herein by reference.” Section 2. All other provisions of the Agreement and First Amendment shall remain unchanged by this Second Amendment and in effect.

IN WITNESS WHEREOF, the parties have executed this Second Amendment, to be effective as of February 4, 2025.

CITY OF REDLANDS GENERAL PUMP COMPANY
________________________________ By: ________________________________ Mario Saucedo, Mayor Tom Nanchy, Sr. Project Manager
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I:\cmo\Agreements\General_Pump 2nd Amendment FY25-0018.docx-jm ATTEST:
__________________________________
Jeanne Donaldson, City Clerk
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Redlands City CouncilFebruary 4, 2025

Redlands City Council
February 4, 2025