Agenda packet — Redlands City Council, October 21, 2025 (part 2 of 8)

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,” 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 GC 43
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 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 GC 44
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
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.

GC 45
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.

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 GC 46
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.
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 GC 47
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.

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 GC 48
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.

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.

GC 49
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 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 GC 50
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. 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.

GC 51
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 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.

GC 52
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 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:

GC 53

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

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.

GC 54
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.

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 GC 55
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.

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 GC 56
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
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.

GC 57
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.

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 GC 58
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.

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:

GC 59
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. 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 GC 60
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, Equal Tile, 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. 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 GC 61
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, 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.

GC 62
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 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.

GC 63
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.

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GENERAL REQUIREMENTS

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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. Contractor shall schedule full work days of operation.

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

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

4. 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

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DESCRIPTION OF WORK 01112-1

SECTION 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 Wastewater Treatment Plant Slope Stabilization and Stairway Improvements Project, Project No. 521038 for the City of Redlands, all in accordance with the Contract Documents.

B. The following contract drawings are made a part of these Contract Documents:

Title Sheet No.

Title Sheet & Vicinity Map 1
Precise Grading 2
Detail Sheet 3
Irrigation Plan 4
Irrigation Details 5
Planting Plan 6
Irrigation Specifications 7
Planting Specifications 8

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 Wastewater Treatment Plant Slope Stabilization and Stairway Improvements Project, Project No. 521038 as noted on the Contract Drawings and all other Contract Documents and is summarized as follows:

1. The Work shall consist of furnishing and constructing retaining walls, v-ditch, vdrains, u-ditch, grate inlets, concrete block slough wall, reinforced concrete stairway, installing type A, and appurtenances; all traffic control (including furnishing and installing all arrowboards, barricades, signs, delineators, and flagmen); all utility location and verification (excavating, exposing, and verifying top, bottom, and side of utility facilities); all pavement removal and disposal; all earthwork (including trenching, shoring, sloping, bedding, and backfilling including select imported material or select native material); compacting; protecting in place or removing and replacing all existing utilities, trees, and DESCRIPTION OF WORK 01112-2

public and private improvements; replacing all asphalt concrete pavement including asphalt concrete overlays; pavement striping and restriping; testing and disinfecting all pipelines; replacing destroyed survey monuments; disposing of excess soil and rock material and restoring all areas and improvements to preconstruction conditions.

2. The Contractor shall, upon completion of the pipeline construction and appurtenances required herein, initially operate all components of the Contract Work furnished and installed by Contractor, and make any additional adjustments, corrections, repairs, replacements, and reconstructions necessary to provide the City with complete, correctly operating pipeline and appurtenances.

END OF SECTION
MEASUREMENT AND PAYMENT 01200-1_Rev1
SECTION 01200_REV1 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, MEASUREMENT AND PAYMENT 01200-2_Rev1
material, equipment and incidentals required. The bid price for mobilization shall not exceed 5 percent of the Bid Schedule total price.

2. SWPPP – Bid Item 2:

Payment for Storm Water Pollution Prevention Plan (SWPPP) shall be made at the contract lump sum price and shall constitute full compensation for preparation, approval, NPDES Permit and shall include all labor and incidentals noted within Section 01571.

Payment for the SWPPP shall be made based on the percentage of project completion to ensure compliance with all requirements. The completeness shall be determined by the Engineer and updated on progress payments.

3. Construction Staking, Bid Item 3:

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

No partial payment will be released. All must be complete and operable before any compensation will be released.

4. Retaining Wall, Bid Item 4:

This item includes construction/installation of retaining walls per Plans and Specifications, and/or per details shown on the Plans as well as per Standards.

Payment for Retaining Wall shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment will be released. All must be complete and operable before any compensation will be released.

5. Concrete Block Slough Wall, Bid Item 5:

This item includes construction/installation of concrete block slough wall per Plans and Specifications, and/or per details shown on the Plans as well as per Standards.

Payment for Concrete Block Slough Wall shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required.

No partial payment will be released. All must be complete and operable before any compensation will be released.

6. Reinforced Concrete Stairway, Bid Item 6:

This item includes construction/installation of reinforced concrete stairway per Plans and Specifications, and/or per details shown on the Plans as well as per Standards.

Payment for Reinforced Concrete Stairway shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment will be released. All must be complete and operable before any compensation will be released.

MEASUREMENT AND PAYMENT 01200-3_Rev1

7. Metal Hand Railings, Bid Item 7:

This item includes construction/installation of metal hand railings per Plans and Specifications, and/or per details shown on the Plans as well as per Standards.

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

No partial payment will be released. All must be complete and operable before any compensation will be released.

8. V-Ditch, Bid Item 8:

This item includes construction/installation of v-ditch per Plans and Specifications, and/or per details shown on the Plans as well as per Standards.

Payment for V-Ditch shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment will be released. All must be complete and operable before any compensation will be released.

9. U-Channel, Bid Item 9:

This item includes construction/installation of u-channel per Plans and Specifications, and/or per details shown on the Plans as well as per Standards.

Payment for U-Channel shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment will be released. All must be complete and operable before any compensation will be released.

10. Grate Inlets, Bid Item 10:

This item includes construction/installation of grate inlets per Plans and Specifications, and/or per details shown on the Plans as well as per Standards.

Payment for Grate Inlets shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment will be released. All must be complete and operable before any compensation will be released.

11. Stairway Lights (Solar), Bid Item 11:

This item includes construction/installation of stairway lights (solar) per Plans and Specifications, and/or per details shown on the Plans as well as per Standards.

Payment for Stairway Lights (Solar) shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required.

No partial payment will be released. All must be complete and operable before any compensation will be released.

MEASUREMENT AND PAYMENT 01200-4_Rev1

12. Landscape & Irrigation, Bid Item 12:

This item includes construction/installation of landscape & irrigation per Plans and Specifications, and/or per details shown on the Plans as well as per Standards.

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

No partial payment will be released. All must be complete and operable before any compensation will be released.

13. Construct 4” Thick Concrete Slab w/ #3 Bars at 24” O.C.E.W. & #3 Cont. Bar at Edge, Bid Item 13:

This item includes construction/installation of 4” thick concrete slab w/ #3 bars at 24” O.C.E.W. cont. bar at edge per Plans and Specifications, and/or per details shown on the Plans as well as per Standards.

Payment for Construction of 4” Thick Concrete Slab w/ #3 Bars at 24” O.C.E.W. & #3 Cont. Bar at Edge shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment will be released. All must be complete and operable before any compensation will be released.

14. Construct V-Drain Per Detail, Bid Item 14:

This item includes construction/installation of v-drain per Plans and Specifications, and/or per details shown on the Plans as well as per Standards.

Payment for Construction of V-Drain shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required.

No partial payment will be released. All must be complete and operable before any compensation will be released.

15. Remove and Dispose of Existing V-Drain, Bid Item 15:

This item includes removal and disposal of existing v-drain per Plans and Specifications, and/or per details shown on the Plans as well as per Standards.

Payment for Removal and Disposal of Existing V-Drain shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment will be released. All must be complete and operable before any compensation will be released.

16. Construct Retaining Wall Utility Opening Per SPPWC STD. 617-3, Bid Item 16:

This item includes construction/installation of retaining wall utility opening per Plans and Specifications, and/or per details shown on the Plans as well as per Standards.

MEASUREMENT AND PAYMENT 01200-5_Rev1
Payment for Construction of Retaining Wall Utility Opening Per SPPWC STD. 617-3 shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment will be released. All must be complete and operable before any compensation will be released.

17. Earthwork and/or Export Material, Bid Item 17:

Payment for the earthwork work shall be made at the contract unit price and shall constitute full compensation for all labor, materials, equipment, and incidentals required.

The earthwork for the slope stabilization project involved careful excavation and grading of soil to reestablish stable ground conditions and prepare the area for structural improvements. Excavation activities were performed in controlled sections to remove unsuitable or unstable materials while minimizing disturbance to surrounding areas. The cut material was stockpiled and either reused as engineered fill or hauled offsite at the contractor’s expense, depending on suitability. Final grading ensured proper slope geometry and surface drainage, providing a stable foundation for the installation of stabilization measures such as retaining structures, soil nails, or erosion control systems.

18. Unforeseen Work not Covered within all other bid items, Bid Item 18:

Payment for the unforeseen work not covered within all other bid items shall be made at the contract price per lump sum (LS) and shall constitute full compensation for all labor, materials, equipment, and incidentals required. Unforeseen work must be approved by the City staff before doing any work and pay estimate shall be negotiated based on unit price already established with the bid proposal for this project. Any required work that is outside of the proposed bid unit cost, shall be performed based on the Time and Material (T&M) basis and T&M cost shall be negotiated and approved by the City staff prior to performing the work. Unforeseen work will be paid in each billing cycle with a percentage of the lump sum cost included in the bid. This item may not be spent entirely.

19. Demobilization, Bid Item 19:

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 within Section 01740.

END OF SECTION
CHANGE ORDER REQUESTS 01251-2
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)
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.

SCHEDULE OF VALUES 01298-2

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
SCHEDULE OF VALUES 01298-3

SCHEDULE OF VALUES 01298-4

SCHEDULE OF VALUES 01298-5

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 CONSTRUCTION SCHEDULE 01321-2
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 CONSTRUCTION SCHEDULE 01321-3
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
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
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.

CONSTRUCTION STATUS REPORTS 01323-2

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
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 SUBMITTALS 01330-2
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 SUBMITTALS 01330-3
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.

SUBMITTALS 01330-4

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.

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
SUBMITTALS 01330-6

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SUBMITTALS 01330-7
SUBMITTALS 01330-8
STORMWATER POLLUTION PREVENTION PLAN 01571-1
SECTION 01571 STORMWATER POLLUTION PREVENTION PLAN
PART 1 - GENERAL
This project is subject to the requirements of the General Permit for Storm Water Discharges associated with Construction and Land Disturbance Activities, under the California State Water Resources Control Board. Order No. 2009-0009-DWQ, CAS000002, and all amendments. All permit related documents can be located at the State Water Resources Control Board (SWRCB) website at www.waterboards.ca.gov. This project lies within the boundaries of the Santa Ana Regional Water Quality Control Board (RWQCB). The project is also covered by the municipal MS4 permit, Santa Ana-Order No. R8-2010-0036. Guidance manuals applicable to this project are the California Best Management Practices Handbooks found at www.cabmphandbooks.com.

The Contractor shall be responsible for complying with the SWPPP and all laws, codes, ordinances, and requirements of the governing agencies regarding the discharge of pollutants, pollution control devices, and any other related stormwater and non-stormwater requirements for this project, including but not limited to reporting, sampling, and amendments.

The Contractor shall have the necessary training and certifications to implement the SWPPP, conduct inspections and maintain the required water pollution control practices. See Section “QUALIFIED SWPPP PRACTITIONER (QSP)”.

The Contractor shall follow all requirements of the prepared job specific Storm Water Pollution Prevention Plan (SWPPP) including the Construction Site Monitoring Program Requirements (CSMP). The contractor shall provide a Qualified SWPPP Practitioner (QSP) to implement all requirements of the SWPPP. The QSP shall be responsible for monitoring and sampling as required by the CSMP.

Approval of the SWPPP must be completed prior to the start of construction activity. However, the contract time will commence.

PART 2 - STORMWATER POLLUTION PREVENTION PLAN PREPARATION If required under Order No. 2009-0009-DWQ, CAS000002, or its amendments, the Contractor shall prepare a SWPPP for the project. The SWPPP provides the general stormwater approach for the project and the minimum necessary BMPs. The contractor shall provide a Qualified SWPPP Practitioner (QSP) for this project and submit to the City copies of the required certifications or registrations for the QSP prior to SWPPP approval.

The California Storm water Quality Association (CASQA) has prepared a SWPPP template for use with Order No. 2009-0009-DWQ, CAS000002. The SWPPP template provides the general storm water approach for the project and the minimum necessary BMPs. The SWPPP template is not to be a considered a final and complete document until it has been completed and approved by a Qualified SWPPP Developer (QSD). The QSD is expected to include in the updated Final STORMWATER POLLUTION PREVENTION PLAN 01571-2
SWPPP necessary details pertaining to the methods and scheduling of construction and any additional necessary BMPs, based on the project approach.

The QSD shall use the CASQA SWPPP template for preparation of the SWPPP. The Caltrans SWPPP template shall not be used.

Within 5 days of the Notice to Proceed, Contractor shall submit two (2) hardcopies of the draft Storm Water Pollution Prevention Plan (SWPPP) for review. SWPPP review shall be in accordance with the requirements set forth in Section 01330 of the General Requirements. Once all of the noted revisions have been made and the SWPPP is complete for submittal to the State, two (2) final signed hardcopies and one (1) electronic copy of the SWPPP must be submitted to the Engineer for acceptance. The Contractor shall keep one copy of the approved SWPPP and approved amendments at the project site. The SWPPP shall be made available upon request by a representative of the City of Redlands, the Regional Water Quality Control Board or the State Water Resources Control Board. Requests made by the public or other third-parties for review of the SWPPP shall be directed to the Project Engineer. The Contractor shall notify the Engineer immediately when regulatory agencies request to enter, inspect, sample, monitor, or otherwise access the project site or the Contractor’s records pertaining to the water pollution control work.

Contractor shall immediately send all correspondences, notices of violation, enforcement actions or proposed fines, issued by a regulatory agency, to the Engineer.

The SWPPP shall be updated or amended as necessary or as required for compliance purposes.

All updates to the SWPPP shall be per the guidelines contained therein. A copy of the SWPPP must be kept at the project site at all times. In the case of a linear construction project (water, sewer, street), where no field office has been established, the copy of the SWPPP shall be kept by the contractor’s foreman in the vicinity of the actual construction and made available within thirty (30) minutes of request. The SWPPP shall be made available upon request by a City Inspector, a representative of the Regional Water Quality Control Board or the State Water Resources Control Board. Requests made by the public or other third parties for review of the SWPPP shall be directed to the City Engineer.

PART 3 - SWPPP IMPLEMENTATION
Unless otherwise specified, the Contractor shall be responsible throughout the duration of the project for installing, constructing, inspecting, maintaining, removing, and disposing of the water pollution control devices; and practices specified in the SWPPP, its amendments, or by the City Inspector. Unless otherwise directed by the City Engineer, the Contractor's responsibility for SWPPP implementation shall continue throughout temporary suspensions of work, regardless of reason, unless specified otherwise in writing by the City Engineer. Requirements for installation, construction, inspection, maintenance, removal, and disposal of water pollution control devices and practices shall conform to the requirements in the SWPPP and these special provisions.

The National Weather Service (http://www.srh.noaa.gov/) weather forecast shall be monitored and used by the Contractor on a daily basis. If there is a forecast of 50% or greater probability of precipitation in the project area, the necessary water pollution control devices, plans and practices shall be deployed prior to the onset of the precipitation and immediate notice provided STORMWATER POLLUTION PREVENTION PLAN 01571-3
to the City Engineer. The contractor’s QSP shall be required to prepare and submit a Rain Event Action Plan (REAP), if required, any time the probably of rainfall is 50% or greater.

For the purposes of erosion and sediment control, disturbed soil areas shall be considered active whenever the soil disturbing activities have occurred, continue to occur or will occur during the ensuing 14 days. Non-active areas shall be protected as prescribed in the General Construction Permit within 14 days of cessation of soil disturbing activities or prior to the onset of precipitation, whichever occurs first.

If the City Inspector finds the contractor is not in compliance with the SWPPP or any other applicable pollution control laws or regulations, the City Inspector shall direct the contractor to correct the violation. The Contractor shall immediately take measures to correct the violation or notify the City Engineer in writing why correcting the violation immediately is not possible and provide a timetable by which the violation will be corrected. The City Engineer may accept the timetable, reject it or modify it. Under no circumstances will the contractor submit a timetable that exceeds the duration of construction in the immediate area. If the Contractor fails to correct the identified violation by the date agreed upon or prior to the onset of precipitation, the project shall be in nonconformance with these specifications and subject to the remedies as described in Section “LEGAL RELATIONS AND RESPONSIBILITY”.

Installing, inspecting and maintaining water pollution control practices on areas outside the City of Redlands right of way, not specifically arranged and provided for by the City of Redlands in the execution of this contract, will not be paid for without prior written approval.

No work required by regulatory agencies, and for which the Contractor would request additional compensation from the City, shall be started without prior approval from the City Engineer.

PART 4 - MAINTENANCE
To ensure the proper implementation and correct functioning of water pollution control devices and practices, the Contractor shall assign a Qualified SWPPP Practitioner (QSP) to regularly inspect and maintain the construction site’s water pollution control devices and practices as identified in the SWPPP. The frequency of the inspections shall be in accordance with the SWPPP. In the event of multiple consecutive violations, the City Engineer may increase the frequency of the inspections. These additional inspections shall be at the Contractor’s expense based on the current adopted resolution establishing such fees.

The QSP/Contractor shall document the inspections findings, using photographs and a written narrative, and if necessary, make the necessary corrections to the water pollution control practices or devices. One copy of each site inspection record shall be submitted to the City Engineer within 5 working days of completing the inspection. The QSP/Contractor shall submit one copy of each Rain Event Action Plans (REAP), when required, within 12 hours of anticipated precipitation event. The QSP/Contractor shall also submit one copy of each monitoring/sampling report, when required, within 24 hours of receiving the results. The contractor shall be responsible for all expenses incurred in the reporting process.

STORMWATER POLLUTION PREVENTION PLAN 01571-4
PART 5 - REPORTING REQUIREMENTS - DISCHARGE
If the Contractor identifies discharges leaving the construction site or flowing into drainage systems or surface waters in a manner causing, or potentially causing, a condition of pollution, or if the project receives a written notice or order from a regulatory agency, the Contractor shall immediately inform the City Engineer. The Contractor shall submit a written report to the City Engineer in less than 24 hours of the discharge event, notice, or order. The report shall include the following information:

A. The date, time, location, nature of the operation, and type of discharge, including the cause or type of the notice or order Contractor received.

B. The water pollution control practices deployed before the discharge event, or prior to receiving the notice or order.

C. The date of deployment and type of water pollution control practices deployed after the discharge event, or after receiving the notice or order, including additional measures installed or planned to reduce or prevent reoccurrence.

D. An implementation and maintenance schedule for affected water pollution control practices.

The contractor shall also submit any reports required by the SWPPP or the General Permit for Storm Water Discharges associated with Construction and Land Disturbance Activities to the appropriate agencies. The contractor shall be responsible for all expenses incurred in the reporting process. Any required sampling shall be done by the contractor or his QSP in compliance with the SWPPP.

PART 6 - REPORTING REQUIREMENTS – ANNUAL REPORT and NOTICE OF

TERMINATION
The contractor shall be responsible for preparing the Annual Report. The Annual report shall be prepared per Section XVI. ANNUAL REPORTING REQUIREMENTS of the General Permit for Storm Water Discharges associated with Construction and Land Disturbance Activities, under the California State Water Resources Control Board. Order No. 2009-0009-DWQ, CAS000002. The Annual Report must be prepared by or under the direction of a QSP. 1) The contractor or QSP shall prepare an Annual Report no later than August 15th of each year.
2) The contractor or QSP shall certify each Annual Report in accordance with the Special Provisions.
3) The contractor or QSP shall retain an electronic or paper copy of each Annual Report for a minimum of three years after the date the annual report is filed.

STORMWATER POLLUTION PREVENTION PLAN 01571-5
4) The contractor or QSP shall include storm water monitoring information in the Annual Report consisting of:
a) A summary and evaluation of all sampling and analysis results, including copies of laboratory reports;
b) The analytical method(s), method reporting unit(s), and method detection limit(s) of each analytical parameter (analytical results that are less than the method detection limit shall be reported as "less than the method detection limit"); c) A summary of all corrective actions taken during the compliance year; d) Identification of any compliance activities or corrective actions that were not implemented;
e) A summary of all violations of the General Permit;
f) The names of individual(s) who performed the facility inspections, sampling, visual observation (inspections), and/or measurements;
g) The date, place, time of facility inspections, sampling, visual observation (inspections), and/or measurements, including precipitation (rain gauge); and h) The visual observation and sample collection exception records and reports specified in Attachments C, D, and E.
5) The contractor or QSP shall provide training information in the Annual Report consisting of:
a) Documentation of all training for individuals responsible for all activities associated with compliance with this General Permit; 2009-0009-DWQ 40 September 02, 2009 Order 2009-0009-DWQ 41 September 02, 2009
b) Documentation of all training for individuals responsible for BMP installation, inspection, maintenance, and repair; and
c) Documentation of all training for individuals responsible for overseeing, revising, and amending the SWPPP.

A copy of the Annual Report shall be submitted to the City no later than 9 A.M. each August 15th. In the event August 15th is a Friday, Saturday, or Sunday, the report shall be submitted no later than 5 P.M. on the Thursday prior to August 15th. If the project is completed prior to August 1st, regardless of when the project started, the Annual Report is due within two weeks of project completion. The contractor shall submit two hard copies of the annual report and one digital copy in PDF format on compact disc (CD).

STORMWATER POLLUTION PREVENTION PLAN 01571-6
Failure to submit the Annual report within the timeframes specified will result in progress payments and/or retention release being delayed and/or withheld. The City of Redlands, at its discretion, may complete the annual report based on records provided by the contractor. The contractor shall reimburse the city the full cost of creating the Annual Report along with an administrative fee not to exceed 1.7 times the total cost. The contractor shall also be liable for any fines or judgments levied by the Regional Water Quality Control Board against the City of Redlands as a result of the contractors failure to provide the annual report within the time frames listed above.

Under no circumstances does the submittal of a copy of the Annual Report to the City of Redlands relieve the contractor of his responsibility to maintain the Annual Report records for a minimum of three years after the date of submittal.

The contractor shall be responsible for preparing the Notice of Termination. The Notice of Termination shall be prepared within 30 days of the cessation of construction and shall meet all the requirements of the General Permit for Storm Water Discharges associated with Construction and Land Disturbance Activities, under the California State Water Resources Control Board.

Order No. 2009-0009-DWQ, CAS000002. The Notice of Termination must be prepared by or under the direction of a QSP.

Along with submitting the Notice of Termination to the City of Redlands, the QSP shall submit one (1) hard copy and one (1) electronic copy of the Storm Water Pollution Prevention Plan (SWPPP), including all inspection reports, photographs and other documents as required by the General Permit for Storm Water Discharges associated with Construction and Land Disturbance Activities, under the California State Water Resources Control Board. Order No. 2009-0009- DWQ, CAS000002, to the Engineer.

PART 7 - WATER POLLUTION BEST MANAGEMENT PLAN (BMP) BUDGET The Contractor shall submit a completed Water Pollution BMP budget, which itemizes the BMPs for water pollution control work. The Contractor shall identify items, quantities, and values for all water pollution control work. The Water Pollution BMP budget shall provide a cost breakdown for the water pollution control work based on BMP quantity, unit cost, and total amount.

The Contractor shall be responsible for the accuracy of the quantities and values used in the Water Pollution BMP budget. Partial payment for the item of water pollution control will not be made until the Water Pollution BMP budget is approved by the Engineer. Overhead and profit, except for time-related overhead, shall be included in the individual line items listed in the Water Pollution BMP budget. Line item quantities indicated in the Water pollution BMP budget in this section shall be considered project-specific minimums. All the BMPs listed in the Water Pollution Control BMP budget can be referenced in the CASQA Construction BMP Handbook.

PART 8 - PAYMENTS AND PENALTIES
STORMWATER POLLUTION PREVENTION PLAN 01571-7
The Water Pollution BMP budget shall include full compensation for furnishing labor, materials, tools, equipment and incidentals for doing all the work involved in reviewing, updating, and implementing a Storm Water Pollution Prevention Plan, including installing, constructing, removing and disposing of water pollution control devices and practices, and non-stormwater management and waste management and no additional compensation will be allowed, unless there is a separate prior approval in writing by the City Engineer.

It shall be understood that the City of Redlands and/or the City Engineer’s acceptances does not relieve the Contractor of his/her full responsibility, legally and/or financially, to repair damages resulting from inadequacy and/or insufficiency of water pollution control devices and practices that were installed by the Contractor during construction activity.

PART 9 - LEGAL RELATIONS AND RESPONSIBILITY
The City Inspector may use any of the following measures if violations are not corrected in a timely manner or if the violation may present a danger to public health or to the environment; notices of correction or violation, stop work orders, citations, and using City staff or third party contractors to correct the problem. In the event that the above measures do not resolve the issues, the City Inspector shall inform the State Water Resources Control Board (SWRCB) of the violation and request their intervention.

The Contractor shall be solely responsible for penalties assessed or levied on the Contractor or the City of Redlands as a result of the Contractor’s failure to comply with the provisions in this section, including but not limited to, compliance with the applicable provisions of the Permits, the Manuals, and Federal, State and local regulations and requirements as set forth, therein.

Penalties shall also include payment made or cost incurred in settlement for alleged violations of the Permits, the Manuals, or applicable laws, regulations or requirements, Costs incurred could include sums spent instead of penalties, in mitigation or to remediate or correct violations. This shall apply regardless of the source issuing the penalties.

In the event a stop work order has been issued, the days passing between the discovery of the violation until the violation has been resolved and the stop work order has been lifted, shall be considered “working” days and shall not negate any claims by the City of Redlands for liquidated damages.

If the Contractor fails to correct violations immediately or within the time table established with the City Engineer, the City of Redlands may elect to use City staff or a third party to bring the project into compliance. The Contractor shall be responsible for the cost incurred by the City of Redlands when using City staff or a third party to bring the project into compliance. The City of Redlands reserves the right to add an additional fifteen (15) percent to the costs to cover administrative expenses.

PART 10 - RETENTION OF FUNDS
STORMWATER POLLUTION PREVENTION PLAN 01571-8
Notwithstanding any other remedies authorized by law, the City of Redlands may retain money due the Contractor under the contract, in an amount determined by the City, up to and including the entire amount of penalties proposed, assessed or levied as result of the Contractor’s violation of the Permits, the Manuals, or Federal or State law, regulations or requirements. Funds may be retained by the City until final disposition has been made as to the Penalties. The Contractor shall remain liable for the full amount of penalties until such time as they are resolved with the entity seeking the penalties.

When a regulatory agency or third party identifies a failure to comply with the Permits and modifications, thereto, the Manuals, or other Federal, State or local requirements, the City of Redlands may retain money due to the Contractor, subject to the following:

A. The amounts retained, due to Contractor’s failure to conform to the provisions in this section, will be released for payment on the next monthly estimate for partial payment providing the corrections have been implemented and maintained and when water pollution has been adequately controlled, as determined by the City Engineer.

During the estimated period that the Contractor fails to conform to the provisions in this section, the City may retain an amount equal to 25 percent of the estimated value for the contract work performed.

PART 11 - QUALIFIED SWPPP PRACTITIONER (QSP)
The General Construction Permit requires a Qualified SWPPP Practitioner (QSP) to oversee implementation of the BMPs and to ensure proper project oversight. Any contractors bidding and/or awarded a contract for any projects for the City of Redlands subject to the provisions of the General Permit shall employ a QSP. Prior to being awarded a construction contract, the successful bidder shall submit the name of the QSP to the City or Redlands for approval.

The QSP shall be responsible for the elimination of all unauthorized discharges and the preparation and submittal of an annual compliance evaluation report.

END OF SECTION
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.

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
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
SURVEYING 01722-2

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.

SURVEYING 01722-3
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.

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
SURVEYING 01722-5
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.
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.

SURVEYING 01722-6
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.

END OF SECTION
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 POTHOLING 01732-2
be immediately reported to the ENGINEER and INSPECTOR and repairs made immediately in accordance with the specifications.

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
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.

DEMOBILIZATION 01740-2

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

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.

PROTECTING EXISTING UNDERGROUND UTILITIES 02222-2

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 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

APPENDIX B

CITY OF REDLANDS

WORKDAY CONSTRUCTION SCHEDULE

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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
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CITY OF REDLANDS
MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT 2026 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 1 2 3 4 5 6 7 1 2 3 4 5 6 7
1 2 3 32 33 34 35 36 37 38 60 61 62 63 64 65 66
4 5 6 7 8 9 10 8 9 10 11 12 13 14 8 9 10 11 12 13 14
4 5 6 7 8 9 10 39 40 41 42 43 44 45 67 68 69 70 71 72 73 11 12 13 14 15 16 17 15 16 17 18 19 20 21 15 16 17 18 19 20 21 11 12 13 14 15 16 17 46 47 48 49 50 51 52 74 75 76 77 78 79 80 18 19 20 21 22 23 24 22 23 24 25 26 27 28 22 23 24 25 26 27 28 18 19 20 21 22 23 24 53 54 55 56 57 58 59 81 82 83 84 85 86 87 25 26 27 28 29 30 31 29 30 31
25 26 27 28 29 30 31 88 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 1 2 1 2 3 4 5 6
91 92 93 94 121 122 152 153 154 155 156 157
5 6 7 8 9 10 11 3 4 5 6 7 8 9 7 8 9 10 11 12 13
95 96 97 98 99 100 101 123 124 125 126 127 128 129 158 159 160 161 162 163 164 12 13 14 15 16 17 18 10 11 12 13 14 15 16 14 15 16 17 18 19 20 102 103 104 105 106 107 108 130 131 132 133 134 135 136 165 166 167 168 169 170 171 19 20 21 22 23 24 25 17 18 19 20 21 22 23 21 22 23 24 25 26 27 109 110 111 112 113 114 115 137 138 139 140 141 142 143 172 173 174 175 176 177 178 26 27 28 29 30 24 25 26 27 28 29 30 28 29 30
116 117 118 119 120 144 145 146 147 148 149 150 179 180 181 31 151

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

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

PERMITS

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…
…
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YES NO
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…
…
…
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YES NO
YES NO
Application for Road / Encroachment Permit
City of Redlands - Municipal Utilities & Engineering Department Name: Phone:

Address: City: Zip:

Contractor: USA ID No.:

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

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

Construction Start Date: Anticipated Completion Date:

Development No.: Plan No.:

Street Name:

Cross Streets:

Address:
and for the purpose of performing the following work:

Applicant/Agent Signature: Date:

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:

SHADED AREA FOR OFFICIAL USE ONLY
EA Driveway Appr, Res/Comm……………… $ 49.00 / EA =$ Truck Route Permit Required:

SF Sidewalk…………………………………… $ 0.09 / SF =$ YES NO
SF Cross Gutter/Spandrel…………………… $ 0.58 / SF =$
LF Curb & Gutter…………………………… $ 2.19 / LF =$ Closure Permit With LF Curb/Berm………………………………… $ 2.62 / LF =$ Traffic Plan Required:

SF Asphalt Pavement…………………………$ 0.04 / SF =$
SF Crushed Aggregate Base……………… $ 0.04 / SF =$
EA Street Light…………………………………$ 81.00 / EA =$ Water Shutdown Required:

EA Traffic Signal - New………………………. $ 2,152.00 / EA =$
EA Traffic Signal - Modification………………$ 1,737.00 / EA =$ CY Reinforced Concrete…………………… $ 89.00 / CY =$ Bond Required:

LF Storm Drain Pipe…………………………. $ 8.00 / LF =$
EA Curb Inlet/Outlet Structures………………$ 67.00 / EA =$
EA Storm Drain Manhole/Junction Box…….. $ 67.00 / EA =$ EA Curb Core…………………………………. $ 62.00 / EA =$
LF Sewer Main……………………..………… $ 0.95 / LF =$
EA Sewer Manhole…………………..………. $ 67.00 / EA =$ Conduit Material:

EA Sewer Cleanout……………………………$ 134.00 / EA =$
EA Sewer Lateral…………………………… $ 67.00 / EA =$
LF Water Main - Potable…………………….. $ 1.09 / LF =$ Conduit Size:

LF Water Main - Non-Potable……...……….. $ 1.09 / LF =$
EA Fire Hydrant Assembly……………………$ 66.00 / EA =$
EA Water Service Lateral……………………. $ 26.00 / EA =$
EA Water Shutdown………………………….. $ 67.00 / EA =$
EA Fire Service……………………………… $ 58.00 / EA =$
LF Excavation/Utility Trench………..….…….$ 1.25 / LF =$
SF Street Patch……………………………….. $ 0.67 / SF =$
SF Warranty Fee (Street Cut)……………..…$ / SF =$
$ / =$ Calculated By
$ / =$
SUBTOTAL PERMIT FEE $
PERMIT FEE work complete within specified date from issuance = Inspected by $ 219.00 fee. $219.00
Municipal Utilities & Engineering
PENALTY FEE 25% of total permit fee if issued after commencement of work $ ($250.00 minimum fee)
(Effective 06/02/09) TOTAL ENCROACHMENT PERMIT FEE $ Approved By

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APPENDIX D

CONTRACTOR SAFETY PROGRAM

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CONTRACTOR

SAFETY PROGRAM
Rev. July 2024

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 3 I. Policy
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 andothers.

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 projectcontracts.

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 illnessesthatresulted in Days Away x 200,000/divided by total hours worked by all employees during the year covered.
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 ofRedlands.

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 – informalsafety 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 subsequentaddenda.

V. Responsibilities

RISK MANAGEMENT
A. Update, maintain, and administer thisCSP;
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. 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 repeat violations; D. Collect documentation needed for constructionworksites; 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 trained for; 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 of emergency.

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 theCity;
C. Designate a Project Safety Official by name who shall always be available 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 or concerns; F. Inform City Project Manager if any suspected asbestos-containing material is located; 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-weeklybasis; 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 worksite;
K. Spill cleanup;
L. Immediately report any incidents, accidents, near misses, unsafe conditions, or unsafe acts involving any jobsite personnel;
6 M. Arrange for the properstorage 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 environmentalregulations;
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 thejob; 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 always be at the work site;
B. Must be thoroughly familiar with the Contractor’s Injury and Illness Prevention Program (IIPP) and Code of Safe Practices;
C. Shall always be available 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 intendedto:
• 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 on the questionnaire.

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 the award of a contract.

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

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 biddersto prequalify pursuant to the law to establish “a processthat will allow prospective biddersto 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 because 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 ofthe 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 afterthe notice is given. The notice shall inform the bidder of itsright 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 contract execution.

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 the contract.

C. Personal Protective Equipment(“PPE”)

1. All required PPE must be always worn during workactivities.

2. All mandatory PPE must be highlighted in theJHA.

3. The Contractor shall provide PPE.

4. Failure to follow PPE guidelines may lead to termination of the contract.

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 week thereafter.

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 Project Manager.

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

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 the environment.

G. Construction in OccupiedBuildings

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 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.

C. The SPQ aims to provide the City with knowledge of Contractor safety history and safety practices. This minimizes the need for an increased frequency of inspections. In addition, the City will take the following guidelines into consideration when determining the frequency of inspections.

1. Scale of project;

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

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

4. When the Contractor has never worked for theCity.

TRAINING/DOCUMENTATION
A. The contractor will ensure that all personnel are trained for the scope of work they are assigned, as well as the equipment they will beutilizing.

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 the 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 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 becompleted;

2. Work areas to be affected;

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 the 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
Attachment A
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 valuable 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 B
12 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 #:

CITY OF REDLANDS

SAFETY PREQUALIFICATION QUESTIONNAIRE
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.

SECTION 1 – GENERAL INFORMATION
13 INCIDENT RATES
Provide your actual injury and illness data below:

Provide the NAICS Code Number that bestrepresents
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:

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.

SECTION 2 – INCIDENT RATES & WORKER’S COMPENSATION INFORMATION 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
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 the citations issued to you in the last three years 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.

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

SECTION 5 – SAFETY PROGRAMS AND PROCEDURES
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 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.)   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.)   18 14. Is it anticipated in the scope of the work awarded that 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.

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.

SECTION 6 – COMPLIANCE HISTORY ON CITY PROJECTS
19 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:

SECTION 7 – CERTIFICATION STATEMENT
20 Attachment C

NOTICE OF NON-COMPLIANCE
Project:

Contractor:

Notice of Non-Compliance was issued toContractor’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:
21 Attachment D
Job Hazard Analysis
Project:

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

Scope of Work: Location: Date:

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

Signatures of Employees On-Site this JHA is applicable to:

Employee Signature: Print Name: Date:
22 Attachment E

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:

City Council Meeting J. 4.

DATE: 10/21/2025
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of a Public Works Construction Contract with Elegant Construction, Inc. for the Joint Utilities Laboratory Building Renovation and Expansion Project for an amount not-to-exceed $3,097,000, and determination that this action is exempt from environmental review pursuant to Section 15301(e)(1) 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 Public Works Construction Contract with Elegant Construction, Inc. is exempt from environmental review pursuant to Section 15301(e)(1) of the State's guidelines implementing the California Environmental Quality Act; and

1. I move that the City Council approve the Joint Utilities Laboratory Building Renovation and Expansion Project plans and specifications, and award a Public Works Construction Contract to Elegant Construction, Inc. for an amount not-to-exceed $3,097,000.

2. RECOMMENDATION:

Staff recommends City Council determine approval of a Public Works Construction Contract with Elegant Construction, Inc. is exempt from environmental review pursuant to Section 15301(e)(1) of the State's guidelines implementing the California Environmental Quality Act. Staff further recommends approval of the Joint Utilities Laboratory Building Renovation and Expansion Project plans and specifications, and award a Public Works Construction Contract to Elegant Construction, Inc. for an amount not-to-exceed $3,097,000.

DISCUSSION:

The Joint Utilities Laboratory (JUL) is an Environmental Laboratory Accreditation Program (ELAP) certified facility that samples, tests, and analyzes the City's water, wastewater, and biosolids to ensure compliance with regulatory standards and to maintain public health and safety. Since its original construction in 1988, the JUL facility has not been significantly upgraded or expanded, despite an increase in regulatory agency-mandated testing.

On June 18, 2024, City Council approved a Professional Services Agreement with CDM Smith, Inc. (CDM Smith) for the Joint Utilities Laboratory Building Renovation & Expansion Project (JUL Project). CDM Smith has completed the final design of the JUL Project. The JUL Project will complete the improvement in two (2) phases. Phase 1 includes the expansion of the JUL building footprint by approximately 1,990 SF. MUED staff and CDM Smith developed a scope of services for the construction plan of phase 1.

MUED staff advertised the Phase 1 construction and received the following eleven (11) bids on September 9, 2025:

BID OPENING REPORT SUMMARY

BIDDER TOTAL BID AMOUNT

1. Elegant Construction, Inc., Irvine, CA $3,097,000

2. Lumar Corporation, Los Angeles, CA $3,352,000

3. Newman Midland Corp., Long Beach, CA * $3,390,575

4. SPEC Construction, Ontario, CA $3,464,000

5. Caliba, Inc., Anaheim, CA * $3,641,633

6. Cal-City Construction, Inc., Cerritos, CA * $3,699,700

7. Caltec Corp., Irvine, CA $3,730,000

8. Faris Construction Company, Oceanside, CA $3,885,000

9. MLC Constructors, Inc., Corona, CA $4,200,183

10. Kemcorp Construction, Inc., Ontario, CA $4,535,000

11. Plyco Corp., Jurupa Valley, CA * $4,748,866
*An arithmetic error was discovered in the bid proposal. The total bid amount was corrected and highlighted in the attached bid analysis to identify arithmetic errors. However, it did affect the ranking shown on the City clerk's bid opening report.

MUED staff reviewed each bid and determined that Elegant Construction, Inc. is the lowest responsive and responsible bidder. Therefore, staff recommends City Council approval of a Public Works Construction Contract with Elegant Construction, Inc. for an amount not-to-exceed $3,097,000. If approved, it is anticipated that the project will be completed within two hundred seventy (270) working days after a Notice to Proceed is issued.

The Project is categorically exempt under Section 15301(e)(1) Class 1 existing facilities, which consist of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use. The proposed project includes the addition of 1,990 square feet of new structure to the existing 5,800 square feet of laboratory building. This addition is less than 50 percent of the existing structure's floor area, and less than 2,500 square feet. Therefore, the Project is categorically exempt in accordance with Section 15301(e)(1).

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
REVIEWED BY:

Yvette M. Abich Garcia, City Attorney
Danielle Garcia, Management Services/Finance Director
Wilfresha Adweya, Laboratory Manager
PREPARED BY:

Goutam K. Dobey, City Engineer
Fiscal Impact
Fiscal Year: FY 25/26
Appropriation Required Y/N: N
Budgeted Y/N: Y
Account No.: 501910 & 521910
Discussion:

There is no fiscal impact associated with this action. Sufficient funding for There is no fiscal impact associated with this action. Sufficient funding for this project is included in the Fiscal Year 25/26 Water Projects (501910) and Wastewater Projects (521910) Budget.

Attachments
A. Elegant Public Work Contract
B. Bid Opening Report
C. Bid Analysis
D. Project Plans
E. Project Specifications
I:\cmo\Agreements\Elegant Construction-FY2526-058.doc-jl

PUBLIC WORK CONSTRUCTION CONTRACT
This Public Work Construction contract (“Contract”) is made and entered into this 21st day of October, 2025, by and between the City of Redlands, a municipal corporation, organized and existing under the laws of the State of California (hereinafter “City”), and Elegant Construction, Inc. (hereinafter "Contractor"). City and Contractor are sometimes individually referred to herein as a “Party” and, together, as the “Parties.”
In consideration of the mutual promises contained herein, City and Contractor agree as follows:

1. SCOPE OF WORK: Contractor shall furnish all materials and will perform all of the work for the following: Joint Utilities Laboratory Building Renovation & Expansion Project, complete all items as required by the Contract Documents (as herein defined) and Specifications for City’s Joint Utilities Laboratory Building Renovation & Expansion Project, Project No. 521028 (the “Work”).

2. CONTRACT SUM: City shall pay Contractor the sum of three million ninety-seven thousand dollars ($3,097,000) as consideration for its performance of the Work in accordance with the terms and conditions set forth in the Contract Documents. Pursuant to Public Contract Code Section 22300, Contractor has the option to deposit securities with an escrow agent as a substitute for retention of earnings required to be withheld by City pursuant to an escrow agreement as set forth in Public Contract Code section 22300.

3. TIME FOR COMPLETION: The Work shall be completed within two hundred seventy (270) working day(s) as defined in Section 1-2 of the Standard Specifications for Public Works Construction “Greenbook” from and after the date of City’s issuance of a Notice to Proceed to Contractor.

4. LIQUIDATED DAMAGES: Contractor’s failure to complete the Work within the time allowed will result in damages being sustained by City. Such damages are, and will continue to be, impracticable and extremely difficult to determine. Accordingly, Contractor shall pay to City, or have withheld from monies due to Contractor, the sum of five hundred dollars ($500) for each working day as defined in Section 1-2 of the Standard Specifications for Public Works Construction “Greenbook” in excess of the specified time for completion of the Work. Execution of this Contract shall constitute agreement by City and Contractor that five hundred dollars ($500) per day is the estimated damage to City caused by the failure of Contractor to complete the work within the allowed time. Such sum is liquidated damages and shall not be construed as a penalty, and may be deducted from payments due Contractor if such delay occurs.

5. CONTRACT DOCUMENTS: This Contract incorporates by reference the following: Notice Inviting Bids, Instructions to Bidders, Contractor’s Proposal, Bid Bond, Agreement, Performance Bond, Labor and Material Bond, Plans, General Conditions, Special Provisions and Specifications, and any addenda thereto (collectively, the “Contract Documents”).

6. ATTORNEYS' FEES: In the event any action is commenced to enforce or interpret the terms or conditions of this Contract, or the Contract Documents, the prevailing Party in such action, in addition to any costs and other relief, shall be entitled to recover its reasonable attorneys’ fees, including fees for use of in-house counsel by a Party.

7. RESOLUTION OF CONSTRUCTION CLAIMS: Claims by Contractor in the amount of three hundred seventy five thousand dollars ($375,000) or less shall be made by Contractor and I:\cmo\Agreements\Elegant Construction-FY2526-058.doc-jl processed by the City pursuant to the provisions of Part 3, Chapter 1, Article 1.5 of the Public Contract Code (commencing with Section 20104). All claims shall be in writing and include the documents necessary to substantiate the claim. Nothing in subdivision (a) of Public Contract Code Section 20104.2 shall extend the time limit or supersede the notice requirements provided in this case from filing claims by Contractor.

8. ELIGIBILITY OF CONTRACTOR/SUBCONTRACTOR: Contractor and all of its subcontractors shall abide by California Public Contract Code, Section 6109, and California Labor Code Sections 1777.1 and/or 1777.7, and certify that they are not debarred and are eligible to work on this project.

9. ASSIGNMENT OF AGREEMENT: No assignment by a Party of any rights or interests under this Contract shall be binding on another Party without the written consent of the Party sought to be bound.

10. SUCCESSORS AND ASSIGNS: City and Contractor each binds itself and their respective successors and assigns in respect to all covenants, agreements, and obligations contained in the Contract Documents.

11. SEVERABILITY: Any provision or part of the Contract Documents held to be void or unenforceable under any law or regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor.

I:\cmo\Agreements\Elegant Construction-FY2526-058.doc-jl IN WITNESS WHEREOF, the Parties hereto have executed this Contract the day and year first written above.

CITY OF REDLANDS
(SEAL)
By:____________________________________
Mario Saucedo, Mayor
ATTEST:
____________________________________
Jeanne Donaldson, City Clerk
(SEAL)
Elegant Construction, Inc.______________________
Name of Contractor
By:_______________________________________
Signature of Authorized Agent
__________________________________________
Title
__________________________________________
Signature of Authorized Agent (if necessary)
__________________________________________
Title
__________________________________________
Contractor's License No.

I:\cmo\Agreements\Elegant Construction-FY2526-058.doc-jl

WORKER'S COMPENSATION INSURANCE CERTIFICATION
Description of Contract: City of Redlands
Municipal Utilities and Engineering Department
Joint Utilities Laboratory Building Renovation & Expansion Project Project No. 521028
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 selfinsure, 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.

Dated this day of , 2025.

Elegant Construction, Inc.________________
(Contractor)
_____________________________________
(Signature)
_____________________________________
(Official Title)
(SEAL)
(Labor Code Section 1861 provides that the above certificate must be signed and filed by the Contractor with the Owner prior to performing the work of the contract.)
I:\cmo\Agreements\Elegant Construction-FY2526-058.doc-jl

FAITHFUL PERFORMANCE BOND
Whereas, the City of Redlands (“City”), State of California, and Elegant Construction, Inc. (hereinafter designated as "Principal") have entered into an agreement dated October 21, 2025 (“Agreement”) whereby Principal agrees to install and complete certain public improvements (the “Work”), which said Agreement is identified as Joint Utilities Laboratory Building Renovation & Expansion Project and is hereby referred to and made a part hereof; and Whereas, said Principal is required under the terms of the Agreement to furnish a bond for the faithful performance of the Work, now, therefore, we, the Principal and, _____________________________, as Surety, are held and firmly bound unto the City in the penal sum of three million ninety-seven thousand dollars ($3,097,000) lawful money of the United States, for the payment of which sum we bind ourselves, and our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.

The condition of this obligation is such that if the above bounded Principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the Agreement and any alteration thereof made as therein provided, on his or its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall faithfully fulfill the one-year guarantee of all materials and workmanship, and shall defend, indemnify and save harmless the City and its elected officials, officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by the City in successfully enforcing such obligations, all to be taxed as costs and included in the judgment rendered.

As a condition precedent to the satisfactory completion of the Work, the above obligation shall hold good for a period of one (1) year or longer if required by the Agreement after the acceptance of the work by the City, during which time if the Principal shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage made evident during this period from the date of completion of the Work, and resulting from or caused by defective materials or faulty workmanship, the above obligation in penal sum thereof shall remain in full force and effect. The obligations of Surety hereunder shall continue so long as any obligation of the Principal remains.

Whenever the Principal shall be, and is declared by the City to be, in default under the Agreement, the City having performed the City obligations thereunder, the Surety shall promptly remedy the default, or shall promptly, at the City’s option:

1. Complete the Work in accordance with its terms and conditions; or

2. Obtain a bid or bids for completing the Work in accordance with its terms and conditions, and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a contract between such bidder and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Work less the balance of the Agreement price, but not exceeding, including other costs and damages for which Surety may be liable hereunder, the amount set forth above. The term “balance of the Agreement price,” as used in this paragraph, shall I:\cmo\Agreements\Elegant Construction-FY2526-058.doc-jl mean the total amount payable to the Principal by the City under the Agreement and any modifications thereto, less the amount previously properly paid by the City to the Principal.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Principal.

Surety shall not utilize the Principal in completing the Work nor shall Surety accept a bid from the Principal for completion of the Work if the City, when declaring the Principal in default, notifies Surety of the City’s objection to the Principal’s further participation in the completion of the Work.

No right of action shall accrue on the bond to or for the use of any person or corporation other than the City named herein or the successors or assigns of the City. Any suit under this bond must be instituted within the applicable statute of limitations period.

The said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the work or to the specifications.

No final settlement between the City and the Principal shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied.

The Principal and Surety agree that if the City is required to engage the services of any attorney in connection with the enforcement of this bond, each shall pay the City’s reasonable attorneys’ fees incurred, with or without suit, in addition to the above sum.

In witness whereof, this instrument has been duly executed by the Principal and Surety above named, on , 2025.
(SEAL) (SEAL)
(Contractor) (Surety)
BY:
(Signature) (Signature)
Address:___________________________________
__________________________________________
(Seal and Notarial Acknowledgment of
Surety)
Telephone ( )___________________________
I:\cmo\Agreements\Elegant Construction-FY2526-058.doc-jl

LABOR AND MATERIAL BOND
Whereas, the City Council of the City of Redlands, State of California, and Elegant Construction, Inc. (hereinafter designated as “Principal”) have entered into an agreement (the “Agreement”) whereby Principal agrees to install and complete certain designated public improvements (the “Work”), which said agreement, dated October 21, 2025, and identified as Joint Utilities Laboratory Building Renovation & Expansion Project is hereby referred to and made a part hereof; and
Whereas, under the terms of the Agreement, Principal is required before commencing the performance of the Work, to file a good and sufficient Labor and Material bond with the City of Redlands to secure the claims to which reference is made in Title 3 (commencing with Section 9550) of Part 6 of Division 4 of the Civil Code of the State of California.

Now, therefore, said Principal and the undersigned as corporate surety, are held firmly bound unto the City and all contractors, subcontractors, laborers, material men and other persons employed in the performance of the Agreement and referred to in the aforesaid Code of Civil Procedure in the sum of three million ninety-seven thousand dollars ($3,097,000) for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, that said surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by the City in successfully enforcing such obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.

It is hereby expressly stipulated and agreed that this bond shall insure to the benefit of any and all persons, companies and corporations entitled to file claims under Title 3 (commencing with Section 9550) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond.

Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

The surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or the specifications accompanying the same shall in any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition.

In witness whereof, this instrument has been duly executed by the Principal and surety above named, on _______________________, 2025.
(SEAL) (SEAL)
(Contractor) (Surety)
BY:
(Signature) (Signature)
Address:_____________________________
(Seal and Notarial Acknowledgement of Surety) ____________________________________ Telephone: ( )___________________

PROJECT NO. 521028 BID DATE: 9-Sep-2025
Joint Utilities Laboratory Building Renovation & Expansion Project EST. START DATE: 27-Oct-2025 Unit Price Item Price Unit Price Item Price Unit Price Item Price 1 Mobilization (Maximum 5% of total bid price) 1 LS $50,000 $50,000 $150,000 $150,000 $150,000 $150,000 2 Site Demolition 1 LS $100,000 $100,000 $90,000 $90,000 $42,131 $42,131 3 Removal of all trash and debris, shrubs, bushes, and pavement 1 LS $50,000 $50,000 $80,000 $80,000 $45,504 $45,504 4 Civil Site Work 1 LS $200,000 $200,000 $80,000 $80,000 $328,031 $328,031 5 Reroofing of Existing Building Work 1 LS $200,000 $200,000 $70,000 $70,000 $292,348 $292,348 6 Concrete Work 1 LS $200,000 $200,000 $150,000 $150,000 $164,920 $164,920 7 Structural Work 1 LS $200,000 $200,000 $300,000 $300,000 $289,445 $289,445 8 CMU Walls and Masonry Work 1 LS $200,000 $200,000 $350,000 $350,000 $173,042 $173,042 9 Architectural Work 1 LS $100,000 $100,000 $732,000 $732,000 $489,401 $489,401 10 HVAC Work 1 LS $200,000 $200,000 $260,000 $260,000 $217,365 $217,365 11 Plumbing Work 1 LS $100,000 $100,000 $80,000 $80,000 $60,956 $60,956 12 Electrical Work 1 LS $867,000 $867,000 $450,000 $450,000 $687,834 $687,834 13 Fire Protection Systems (Including Fire Alarm and
Sprinklers) 1 LS $250,000 $250,000 $150,000 $150,000 $48,378 $48,378 14 Demobilization 1 LS $25,000 $25,000 $20,000 $20,000 $6,116 $6,116 15 Remaining Work Not Specifically Listed 1 LS $5,000 $5,000 $50,000 $50,000 $15,779 $15,779 16 Contingency: Unforeseen work not covered within
all other bid items 1 LS $300,000 $300,000 $300,000 $300,000 $300,000 $300,000 17 Construct Trash Enclosure 1 LS $50,000 $50,000 $40,000 $40,000 $79,325 $79,325 Last Minute Additions/Deductions
Total Bid Price
License Status
Sub's License Status
Bid Bond Company
Submitted Entire Bid Package
Submitted Sub's Qualification Statement
DIR Status
Error in Bid No No Yes
Yes No No
Active Active Active
United Fire & Casualty Co
Yes Yes Yes
Gray Casualty & Surety Great MidWest Insurance
Active Active Active
Active Active Active
$3,097,000 $3,352,000 $3,390,575
The addition error corrected
on the total bid price.

CITY OF REDLANDS

MUNICIPAL UTILITIES & ENGINEERING DEPARTMENT

BID ANALYSIS
Item
No. Bid Item Quantity Unit
Elegant Construction,
Inc. LuMar Corporation Newman Midland Corp.

Low Bidders #1, #2 and #3
Sheet 1 of 4
PROJECT NO. 521028 BID DATE: 9-Sep-2025
Joint Utilities Laboratory Building Renovation & Expansion Project EST. START DATE: 27-Oct-2025 Unit Price Item Price Unit Price Item Price Unit Price Item Price 1 Mobilization (Maximum 5% of total bid price) 1 LS $75,000 $75,000 $466,700 $466,700 $134,200 $134,200 2 Site Demolition 1 LS $150,000 $150,000 $82,080 $82,080 $89,000 $89,000 3 Removal of all trash and debris, shrubs, bushes, and pavement 1 LS $25,000 $25,000 $17,670 $17,670 $33,600 $33,600 4 Civil Site Work 1 LS $50,000 $50,000 $133,380 $133,380 $438,400 $438,400 5 Reroofing of Existing Building Work 1 LS $175,000 $175,000 $257,640 $257,640 $435,000 $435,000 6 Concrete Work 1 LS $350,000 $350,000 $250,800 $250,800 $277,300 $277,300 7 Structural Work 1 LS $550,000 $550,000 $233,700 $233,700 $245,400 $245,400 8 CMU Walls and Masonry Work 1 LS $200,000 $200,000 $199,500 $199,500 $180,800 $180,800 9 Architectural Work 1 LS $225,000 $225,000 $393,300 $393,300 $555,700 $555,700 10 HVAC Work 1 LS $300,000 $300,000 $210,900 $210,900 $238,500 $238,500 11 Plumbing Work 1 LS $285,000 $285,000 $70,680 $70,680 $83,200 $83,200 12 Electrical Work 1 LS $650,000 $650,000 $219,963 $219,963 $555,700 $555,700 13 Fire Protection Systems (Including Fire Alarm and
Sprinklers) 1 LS $50,000 $50,000 $88,920 $88,920 $145,000 $145,000 14 Demobilization 1 LS $25,000 $25,000 $28,500 $28,500 $40,300 $40,300 15 Remaining Work Not Specifically Listed 1 LS $25,000 $25,000 $248,520 $248,520 $63,100 $63,100 16 Contingency: Unforeseen work not covered within
all other bid items 1 LS $300,000 $300,000 $300,000 $300,000 $300,000 $300,000 17 Construct Trash Enclosure 1 LS $29,000 $29,000 $19,380 $19,380 $80,500 $80,500 Last Minute Additions/Deductions $420,000 ($196,000)
Total Bid Price
License Status
Sub's License Status
Bid Bond Company
Submitted Entire Bid Package
Submitted Sub's Qualification Statement
DIR Status
Error in Bid

CITY OF REDLANDS

MUNICIPAL UTILITIES & ENGINEERING DEPARTMENT

BID ANALYSIS
Item
No. Bid Item Quantity Unit
Spec Construction Co.

Inc. CALIBA, Inc.
$3,464,000 $3,641,633 $3,699,700
The addition error corrected
on the total bid price.

Cal-City Construction,
Inc.

The addition error corrected
on the total bid price.

Active Active
Active
Active
Active Active
Old Republic Surety Co. Employers Mutual CasualtyDevelopers Surety & Indem.

Yes Yes Yes
No Yes Yes
No Yes Yes
Active Active Active
Low Bidders #4, #5 and #6
Sheet 2 of 4
PROJECT NO. 521028 BID DATE: 9-Sep-2025
Joint Utilities Laboratory Building Renovation & Expansion Project EST. START DATE: 27-Oct-2025 Unit Price Item Price Unit Price Item Price Unit Price Item Price 1 Mobilization (Maximum 5% of total bid price) 1 LS $175,000 $175,000 $175,000 $175,000 $210,000 $210,000 2 Site Demolition 1 LS $65,000 $65,000 $75,000 $75,000 $45,096 $45,096 3 Removal of all trash and debris, shrubs, bushes, and pavement 1 LS $15,000 $15,000 $50,000 $50,000 $28,000 $28,000 4 Civil Site Work 1 LS $145,000 $145,000 $575,000 $575,000 $296,451 $296,451 5 Reroofing of Existing Building Work 1 LS $145,000 $145,000 $225,000 $225,000 $523,250 $523,250 6 Concrete Work 1 LS $315,000 $315,000 $275,000 $275,000 $185,585 $182,585 7 Structural Work 1 LS $358,000 $358,000 $250,000 $250,000 $395,902 $395,902 8 CMU Walls and Masonry Work 1 LS $255,000 $255,000 $250,000 $250,000 $228,800 $228,800 9 Architectural Work 1 LS $800,000 $800,000 $549,000 $549,000 $970,240 $970,240 10 HVAC Work 1 LS $222,000 $222,000 $200,000 $200,000 $119,600 $119,600 11 Plumbing Work 1 LS $35,000 $35,000 $25,000 $25,000 $36,400 $36,400 12 Electrical Work 1 LS $560,000 $560,000 $800,000 $800,000 $727,090 $727,090 13 Fire Protection Systems (Including Fire Alarm and
Sprinklers) 1 LS $195,000 $195,000 $50,000 $50,000 $46,800 $46,800 14 Demobilization 1 LS $15,000 $15,000 $25,000 $25,000 $5,000 $5,000 15 Remaining Work Not Specifically Listed 1 LS $45,000 $45,000 $1,000 $1,000 $5,000 $5,000 16 Contingency: Unforeseen work not covered within
all other bid items 1 LS $300,000 $300,000 $300,000 $300,000 $300,000 $300,000 17 Construct Trash Enclosure 1 LS $85,000 $85,000 $60,000 $60,000 $79,969 $79,969 Last Minute Additions/Deductions $0
Total Bid Price
License Status
Sub's License Status
Bid Bond Company
Submitted Entire Bid Package
Submitted Sub's Qualification Statement
DIR Status
Error in Bid
$3,730,000 $3,885,000 $4,200,183

CITY OF REDLANDS

MUNICIPAL UTILITIES & ENGINEERING DEPARTMENT

BID ANALYSIS
Item
No. Bid Item Quantity Unit CALTEC Corp. Faris Consruction Co. MLC Constructors, Inc.

Active Active Active
Active Active Active
Developers Surety & Indem. US Specialty Insurance Markel Insurance Co Yes Yes Yes
No No No
No No No
Active Active Active
Low Bidders #7, #8 and #9
Sheet 3 of 4
PROJECT NO. 521028 BID DATE: 9-Sep-2025
Joint Utilities Laboratory Building Renovation & Expansion Project EST. START DATE: 27-Oct-2025 Unit Price Item Price Unit Price Item Price Unit Price Item Price 1 Mobilization (Maximum 5% of total bid price) 1 LS $225,000 $225,000 $219,723 $219,723 $0.00 2 Site Demolition 1 LS $35,000 $35,000 $29,743 $29,743 $0.00 3 Removal of all trash and debris, shrubs,
bushes, and pavement 1 LS $35,000 $35,000 $32,400 $32,400 $0.00 4 Civil Site Work 1 LS $600,000 $600,000 $415,800 $415,800 $0.00 5 Reroofing of Existing Building Work 1 LS $725,000 $725,000 $154,224 $154,224 $0.00 6 Concrete Work 1 LS $125,000 $125,000 $296,390 $296,390 $0.00 7 Structural Work 1 LS $300,000 $300,000 $229,133 $229,133 $0.00 8 CMU Walls and Masonry Work 1 LS $200,000 $200,000 $264,384 $264,384 $0.00 9 Architectural Work 1 LS $350,000 $350,000 $778,140 $778,140 $0.00 10 HVAC Work 1 LS $200,000 $200,000 $247,973 $247,973 $0.00 11 Plumbing Work 1 LS $60,000 $60,000 $73,124 $73,124 $0.00 12 Electrical Work 1 LS $1,000,000 $1,000,000 $488,723 $488,723 $0.00 13 Fire Protection Systems (Including Fire Alarm
and Sprinklers) 1 LS $100,000 $100,000 $123,379 $123,379 $0.00 14 Demobilization 1 LS $25,000 $25,000 $72,657 $72,657 $0.00 15 Remaining Work Not Specifically Listed 1 LS $220,000 $220,000 $969,073 $969,073 $0.00 16 Contingency: Unforeseen work not covered
within all other bid items 1 LS $300,000 $300,000 $300,000 $300,000 $0.00 17 Construct Trash Enclosure 1 LS $35,000 $35,000 $54,000 $54,000 $0.00 Last Minute Additions/Deductions $0.00
Total Bid Price
License Status
Sub's License Status
Bid Bond Company
Submitted Entire Bid Package
Submitted Sub's Qualification Statement
DIR Status
Error in Bid
The addition error corrected
on the total bid price.
$4,535,000 $4,748,866 $0.00

CITY OF REDLANDS

MUNICIPAL UTILITIES & ENGINEERING DEPARTMENT

BID ANALYSIS
Item
No. Bid Item Quantity Unit
Kemcorp Construction,
Inc. Plyco Corp.

Active Active
Active Active
Developers Surety & Indem. Travelers Casualty & Surety
Yes Yes
No No
No Yes
Active Active
Low Bidders #10 and #11
Sheet 4 of 4
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

TITLE SHEET
G-1.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025

CONSTRUCTION PLANS FOR

CITY OF REDLANDS

JOINT UTILITIES LABORATORY BUILDING

RENOVATION & EXPANSION PROJECT
PROJECT No. 521028
MAY 2025
CITY COUNCIL:

MARIO SAUCEDO, MAYOR

MARC SHAW, MAYOR PRO
PAUL T. BARICH, COUNCIL MEMBER

EDDIE TEJEDA, COUNCIL MEMBER

DENISE DAVIS, COUNCIL MEMBER
CITY CLERK:

JEANNE DONALDSON, CITY CLERK
CITY STAFF:

CHARLES M. DUGGAN JR., CITY MANAGER
100% SUBMITTAL
N

VICINITY MAP
NTS
ADDRESS: 1950 NEVADA
ST, REDLANDS CA 92373
5-14-2025 1
JUNE 6/11/2025 6/11/2025
ROJECT No. 521028
JUNE MAY 2025 PHASE 1 RED ZIGZAG CLOUDS WITH AN OPEN TRIANGLE SYMBOL INDICATE CLARIFICATIONS TO PHASE 1 SCOPE. THESE ARE FOR INFORMATION ONLY AND DO NOT REPRESENT CHANGES TO THE DESIGN.

CLOUDS WITH DELTA SYMBOL INDICATE ADDENDUM 1 CHANGES TO THE DESIGN.

A
A ADDENDUM 1 08/15 VN RC 126
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

DRAWING INDEX
G-1.2

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025

DRAWING INDEX
SHEET # SHEET TITLE
G-1.1 TITLE SHEET
G-1.2 DRAWING INDEX
G-1.3 LEGENDS, ABBREVIATIONS, & GENERAL NOTES
G-1.4 CODE ANALYSIS & LIFE SAFETY PLAN
G-1.5 EXISTING SITE PLAN
G-1.6 CALGREEN MANDATORY CHECKLIST 1
G-1.7 CALGREEN MANDATORY CHECKLIST 2
GC-1 SITE ACCESS AND CONSTRUCTION STAGING AREA
CD-1 CIVIL DEMOLITION PLAN
C-1 SITE PLAN
C-2 CIVIL DETAILS
AD-1.1 DEMOLITION - FLOOR PLAN
AD-2.1 DEMOLITION - REFLECTED CEILING PLAN
AD-3.1 DEMOLITION - ROOF PLAN
AD-4.1 DEMOLITION - EXTERIOR ELEVATIONS
AD-5.1 DEMOLITION - BUILDING SECTIONS
A-1.0 FLOOR PLAN - DIMENSIONS
A-1.1 FLOOR PLAN
A-1.2 CHEMISTRY LAB ENLARGED FLOOR PLAN
A-1.3 EQUIPMENT LIST 1
A-1.4 EQUIPMENT LIST 2
A-1.5 EQUIPMENT LIST 3
A-1.6 CHEMISTRY LAB SOLIDS COUNTER ENLARGED FLOOR PLAN AND ELEVATIONS A-1.7 CHEMISTRY LAB BOD COUNTER ENLARGED FLOOR PLAN AND ELEVATIONS A-1.8 CHEMISTRY LAB SPEC/ ALKALINITY/ TURBIDITY COUNTER ENLARGED FLOOR PLAN AND ELEVATIONS A-1.9 CHEMISTRY LAB TBD COUNTER ENLARGED FLOOR PLAN AND ELEVATIONS A-1.10 CHEMISTRY LAB NORTHERN AND EASTERN WALL COUNTERS ENLARGED FLOOR PLAN AND ELEVATIONS A-1.11 CHEMISTRY LAB WESTERN AND SOUTHERN WALL COUNTERS ENLARGED FLOOR PLAN AND ELEVATIONS A-1.12 MEDIA PREP ENLARGED FLOOR PLAN AND ELEVATIONS
A-1.13 MICROBIOLOGY ENLARGED FLOOR PLAN AND ELEVATIONS
A-1.14 SAMPLE RECEIVING AND INDUSTRIAL WASTE STATION ENLARGED FLOOR PLAN AND ELEVATIONS A-1.15 SAMPLE RETENTION ENLARGED FLOOR PLAN AND ELEVATIONS A-1.16 INSTRUMENT LAB ENLARGED FLOOR PLAN AND ELEVATIONS A-1.17 ENLARGED FLOOR PLAN OF ADDITION WITH FURNITURE & CUBICLE LAYOUT A-2.1 ROOF PLAN
A-3.1 EXTERIOR ELEVATIONS
A-4.1 BUILDING SECTIONS
A-5.1 CONSTRUCTION PHASING FLOOR & SITE PLAN
A-6.1 REFLECTED CEILING PLAN
A-7.1 INTERIOR ELEVATIONS 1
A-7.2 INTERIOR ELEVATIONS 2
A-7.3 INTERIOR ELEVATIONS 3
A-8.1 WALL SECTIONS 1
A-8.2 WALL SECTIONS 2
A-9.1 DOOR AND WINDOW SCHEDULES
A-9.2 DOOR AND WINDOW DETAILS
A-10.1 FINISH SCHEDULE AND PARTITION TYPES
A-11.1 CASEWORK DETAILS
A-12.1 ROOF AND EXPANSION JOINT DETAILS
A-12.2 ROOF AND EXPANSION JOINT DETAILS EXISTING
A-12.3 LABORATORY DETAILS 1
A-12.4 LABORATORY DETAILS 2
A-12.5 LABORATORY DETAILS 3
A-12.6 SIGNAGE TYPES DETAILS
A-12.7 CEILING AND WALL FRAMING DETAILS
A-13.1 TITLE 24 CALCULATIONS AND FORMS 1
A-13.2 TITLE 24 CALCULATIONS AND FORMS 2
A-13.3 TITLE 24 CALCULATIONS AND FORMS 3
A-14.1 AXONOMETRIC VIEWS
S-1 STRUCTURAL GENERAL NOTES 1
S-2 STRUCTURAL GENERAL NOTES 2
S-3 STRUCTURAL SPECIAL INSPECTION 1
S-4 STRUCTURAL SPECIAL INSPECTION 2
S-5 STRUCTURAL FOUNDATION PLAN
S-6 STRUCTURAL ROOF PLAN
S-7 STRUCTURAL SECTIONS
SD-1 STRUCTURAL STANDARD DETAILS 1
SD-2 STRUCTURAL STANDARD DETAILS 2
SD-3 STRUCTURAL STANDARD DETAILS 3
SD-4 STRUCTURAL STANDARD DETAILS 4
SD-5 STRUCTURAL STANDARD DETAILS 5
MD-1 HVAC DEMOLITION FLOOR PLAN - PHASE 2-A
MD-2 HVAC DEMOLITION ROOF PLAN - PHASE 2-A
MD-3 HVAC DEMOLITION FLOOR PLAN - PHASE 2-B
MD-4 HVAC DEMOLITION ROOF PLAN - PHASE 2-B
M-1 HVAC ABBREVIATION, SYMBOLS AND GENERAL NOTES
M-2 HVAC CONSTRUCTION PHASES
M-3 HVAC PLANS - PHASE 1
M-4 HVAC MODIFICATIONS FLOOR PLAN - PHASE 2-A
M-5 HVAC MODIFICATIONS ROOF PLAN - PHASE 2-A
M-6 HVAC MODIFICATIONS FLOOR PLAN - PHASE 2-B
M-7 HVAC MODIFICATIONS ROOF PLAN - PHASE 2-B
M-8 HVAC FLOW DIAGRAMS 1
M-9 HVAC FLOW DIAGRAMS 2
M-10 HVAC SCHEDULES
M-11 HVAC DETAILS

DRAWING INDEX
SHEET # SHEET TITLE
M-12 TITLE 24 MECHANICAL FORMS – SHEET 1
M-13 TITLE 24 MECHANICAL FORMS – SHEET 2
M-14 TITLE 24 MECHANICAL FORMS – SHEET 3
M-15 TITLE 24 MECHANICAL FORMS – SHEET 4
M-16 TITLE 24 MECHANICAL FORMS – SHEET 5
P-1 PLUMBING ABBREVIATION, SYMBOLS AND GENERAL NOTES
P-2 PLUMBING CONSTRUCTION PHASES
P-3 PLUMBING PLANS - PHASE 1
P-4 PLUMBING MODIFICATIONS PLAN - PHASE 2-A
P-5 HVAC MODIFICATIONS ROOF PLAN - PHASE 2-B
P-6 PLUMBING ISOMETRIC PLANS
P-7 PLUMBING SCHEDULES
P-8 PLUMBING DETAILS
FA-1 GENERAL NOTES AND LEGEND
FA-2 FIRE ALARM PLAN
FA-3 RISER DIAGRAM & SYSTEM I/O MATRIX
FP-1 GENERAL NOTES AND LEGEND
FP-2 FIRE PROTECTION PLAN
FP-3 FIRE PROTECTION DETAILS
ED-1 ELECTRICAL DEMOLITION - MCC OB ONELINE DIAGRAM
ED-2 ELECTRICAL DEMOLITION LIGHTING PLAN
ED-3 ELECTRICAL DEMOLITION POWER PLAN
ED-4 ELECTRICAL DEMOLITION PANELBOARD SCHEDULES
E-1 ELECTRICAL LEGEND 1
E-2 ELECTRICAL LEGEND 2
E-3 ELECTRICAL GENERAL NOTES
E-4 ELECTRICAL OVERALL SITE PLAN
E-5A ELECTRICAL EXISTING MCC OB ONELINE DIAGRAM
E-5B ELECTRICAL SWBD OB ONELINE DIAGRAM
E-6 ELECTRICAL LIGHTING FIXTURE SCHEDULE AND RISER DIAGRAM E-7 ELECTRICAL POWER, DATA, COMMUNICATION, SECURITY & GROUNDING PLAN E-8 ELECTRICAL LIGHTING AND CEILING POWER PLAN
E-9 ELECTRICAL ROOF POWER PLAN
E-10 ENLARGED ELECTRICAL ROOM PLAN/ TEMPORARY POWER PLAN E-11 ELECTRICAL PANELBOARD SCHEDULES
E-12 ELECTRICAL TITLE 24 CALCULATIONS AND FORMS SHEET 1 E-13 ELECTRICAL TITLE 24 CALCULATIONS AND FORMS SHEET 2 E-14 ELECTRICAL TEMPORARY MCC ONELINE DIAGRAM
E-15 ELECTRICAL DETAILS 1
E-16 ELECTRICAL DETAILS 2
A
A ADDENDUM 1 08/15 VN RC
8'-5"
9"
MECH. EQUIP.
114

CLASSROOM
100

BREAKROOM
101

KITCHEN
102

JANITOR
103

CORRIDOR
104

MEN'S LOCKER
106
MEN'S TOIL.
105

SERVER ROOM
107

WOMEN'S
LOCKER
108
ELECT. EQUIP.
109

STORAGE
110
DW

CUBICLES
126

CHEMISTRY LAB
113

INSTRUMENT LAB
118
SAMPLE

RECEIVING AND

INDUSTRIAL

WASTE STATION
116
OFFICE

SUPPLIES/ MAIL/
COPY
124

MEDIA PREP
111

MICROBIOLOGY
112

NON-HAZARDOUS

STORAGE
128

STORAGE
115
SAMPLE

RETENTION
117
OFFICE 1
123
OFFICE 2
120

CONFERENCE
ROOM
119
OFFICE 3
125

ELECTRICAL
129

LACTATION
ROOM
127
UNISEX

RESTROOM
122

VESTIBULE
121
PHASE 1
PHASE 2A

CONSTRUCTION SEQUENCE
BUILD THE OFFICE EXPANSION AND RELOCATION OF UTILITIES AS INDICATED ON CIVIL DRAWINGS.

ADMINISTRATIVE STAFF TO BE RELOCATED INTO THE OFFICE WING BY OWNER. THIS INCLUDES FLEX SPACE FOR LABORATORY TECHNICIANS.

CONTRACT FOR CONSTRUCTION OF THE MICROBIOLOGY AND MEDIA PREPARATION LABORATORIES AND INSTRUMENTATION ROOM. THE CONTRACTOR WILL HAVE FULL ACCESS TO THE WEST SIDE OF

THE LABORATORY, INCLUDING ENTRY FROM THE EXISTING LOBBY, TO PERFORM RENOVATIONS,

WHILE THE EXISTING EAST LABORATORY AREA REMAINS OPERATIONAL WITH ACCESS MAINTAINED FROM THE SOUTH CORRIDOR AND NEW OFFICE EXPANSION.

EXISTING
MINOR PATCH AND REPAIR DURING PHASE 2A
PHASE 2B

MOVE ALL LABORATORY OPERATIONS INTO THE NEWLY RENOVATED WEST LABORATORY AREA AND RENOVATE THE EAST LABORATORY AREA.
1/8" = 1'-0"

CONSTRUCTION SEQUENCE PLAN
A
A
A

NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 2 126
&
<
@
AB
ABV
ACMU
AFF
AFG

AL, ALUM
AMP
ANOD
ASSY
BBT
BD
BEV
BLDG
BLK
BLKG
BRG
BRK
BRS
BRZ
BTM
C TO C
CAB
CEM
CF
CGFB
CH
CHAM
CHAN
CIP
CJ
CL OR
CLG
CLKG
CMU
COL
COMP
CONC
CONT
CRPT
CRS
CT
DET
DF
DIA
DIAG
DIM
DISP
DN
DP
DR
ELEC
ELEV
EQ
EQPT
EWC
EXP
EJ

EXIST, (E)
FD
FE
FF
FGL
FIN
FLG
FL
FLR
FR
FRP
FO
FV
FXD
GA
GALV
GC
AND
ANGLE
AT

ANCHOR BOLT
ABOVE

ACOUSTICAL CONCRETE MASONRY UNIT

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ALUMINUM

ACOUSTICAL METAL PANELS

ANODIZE(D)

ASSEMBLY

BIOBASED TILE
BOARD

BEVEL(ED)

BUILDING
BLOCK

BLOCKING

BEARING
BRICK
BRASS
BRONZE
BOTTOM

CENTER TO CENTER

CABINET
CEMENT

COMPRESSIBLE FILLER

CEMENTITIOUS GLASS FIBER BOARD

CONCRETE HARDENER

CHAMFER

CHANNEL

CAST IN PLACE

CONTROL JOINT

CENTERLINE

CEILING

CAULKING

CONCRETE MASONRY UNIT
COLUMN

COMPRESSIBLE

CONCRETE

CONTINUOUS

CARPET, CARPET TILE

COURSE(S)

CERAMIC TILE
DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DISPENSER
DOWN

DAMPPROOFING
DRAIN

ELECTRICAL

ELEVATION

EQUAL(LY)

EQUIPMENT

ELECTRICAL WATER COOLER

EXPOSED

EXPANSION JOINT

EXISTING

FLOOR DRAIN

FIRE EXTINGUISHER

FACTORY FINISH

FIBERGLASS

FINISH(ED)

FLASHING

FLOOR(ING)
FILLER
FRAME

FIBERGLASS REINFORCED PLASTIC

FRAME OPENING

FIELD VERIFY
FIXED

GAGE, GAUGE

GALVANIZED

GENERAL CONTRACTOR
GL
GB
GRT
GYP
GWB
HARD
HD
HDWD
HDWR
HGR
HGT
HM
HOR
HP
HR
IN
INST
INSUL
JC
JT
JT FLR
L
LAB
LAD
LAM
LAV
LG
LINO
LKR
LNTL
LP
LT
MAS
MATL
MAX
MEMB
MFR
MIN
MISC
MO
MR
MRAT
MTD
MTG
MTL
NIC
NOM
NTS
OC
OH
OPNG
OPP HD
ORD
OSB
OV
OVHD
PERIM
PL
PL
PLAS
PLK
PLYWD
PM
PR
PRD
PRCST
PREFAB
PT
PRMLD
PSF
PTD
QT
QTB
R
R+S
RB
RD
GLASS

GLASS BLOCK

GRATING
GYPSUM

GYPSUM WALL BOARD

HARDENER

HEAVY DUTY

HARDWOOD

HARDWARE
HANGER
HEIGHT

HOLLOW METAL

HORIZONTAL

HIGH POINT

HANDRAIL
INCH

INSTRUMENTATION

ISULATION

JANITOR'S CLOSET
JOINT

JOINT FILLER

LINE OF STRUCTURAL ANGLE DESIGNATION

LABORATORY
LADDER

LAMINIATED

LAVATORY

LAMINATED GLASS

LINOLEUM
LOCKER
LINTEL

LOW POINT

LIGHT(S)

MASONRY

MATERIAL

MAXIMUM

MEMBRANE

MANUFACTURER

MINIMUM

MISCELLANEOUS

MASONRY OPENING

MOISTURE RESISTANT

MOISTURE RESISTANT ACOUSTICAL TILE

MOUNTED

MOUNTING
METAL

NOT IN CONTRACT

NOMINAL

NOT TO SCALE

ON CENTER

OVERHANG

OPENING

OPPOSITE HAND

OVERFLOW ROOF DRAIN

ORIENTED STRAND BOARD
OVER

OVERHEAD

PERIMETER
PLATE

PROPERTY LINE

PLASTER
PLANK

PLYWOOD

PRESSED METAL
PAIR

PROMENADE ROOF DRAIN

PRECAST

PRE-FABRICATED

PREASSURE TREATED

PREMOLDED

POUNDS PER SQUARE FOOT

PAINTED

QUARRY TILE

QUARRY TILE BASE

RISER(S)

BACKER ROD & SEALANT

RUBBER BASE

ROOF DRAIN
RECT
REF
REINF
REQ'D
REV
RF
RFG
RGH
RJ
RL
RLG
RM
RO
RT
RWL
S
SAT
SB
SCHD
SCRN
SECT
SF
SGFT
SHT
SIM
SK
SL
SLNT
SPEC
SST
STD
STL
STOR
STRU
STWY
SUPT
SUSP
T
TBM
T&G
TEMP
TER
TERB
THK
THR
TKBD
TOB
TOC
TOIL
TOM
TOPG
TOS
TS
TSL
TWF
TYP
UC
UON
UR
VB
VCT
VERT
VEST
VTR
W
W/
W/A
W/O
WC
WD
WDW
WF
WPG
WT
WWF

RECEPTACLE

ROOF EXHAUST FAN

REINFORCE (D, ING)

REQUIRED

REVISED

ROOF FAN

ROOFING
ROUGH

REVEAL/RUSTICATION JOINT

RAIN LEADER

RAILING
ROOM

ROUGH OPENING

RUBBER TILE

RAIN WATER LEADER

STEEL S-SHAPED DESIGNATION

SUSPENDED ACOUSTICAL TILE

SEAMLESS BASE

SCHEDULE

SCREEN(ED, ING)

SECTION

SEAMLESS FLOORING

STRUCTURAL GLAZED FACING TILE
SHEET

SIMILAR
SINK
SLOPE

SEALANT

SPECIFICATION, SPECIFIED

STAINLESS STEEL

STANDARD
STEEL

STORAGE

STRUCTURE(S, URAL)

STAIRWAY

SUPERINTENDENT

SUSPENDED

TREAD(S)

TRAFFIC BEARING MEMBRANE

TONGUE AND GROOVE

TEMPERATURE

TERRAZZO

TERRAZZO BASE

THICK(NESS)

THRESHOLD

TACKBOARD

TOP OF BRICK

TOP OF CONCRETE
TOILET

TOP OF MASONRY

TOPPING

TOP OF STEEL

STRUCTURAL TUBING (STEEL UNLESS NOTED)

TOP OF SLAB

THROUGH WALL FLASHING

TYPICAL

UNDERCUT

UNLESS OTHERWISE NOTED
URINAL

VAPOR BARRIER

VINYL COMPOSITE TILE

VERTICAL

VESTIBULE

VENT THRU ROOF
WITH
WITH

WHERE APPLICABLE

WITHOUT

WATER CLOSET
WOOD
WINDOW

WIDE FLANGE

WATERPROOFING

STEEL TEE-SHAPE DESIGNATION

WELDED WIRE FABRIC

HEIGHT OF INTERIOR STUD AND CMU PARTITIONS ARE FROM FLOOR TO THE UNDERSIDE OF ROOF DECK UNLESS OTHERWISE NOTED. PROVIDE DEFLECTION HEADS AT TOP OF WALL (TYPICAL).

NOT ALL EQUIPMENT IS SHOWN FOR CLARITY. REFER TO THE APPROPRIATE DISCIPLINE

SHEETS FOR SPECIFIC EQUIPMENT LAYOUT AND OTHER REQUIREMENTS SEE CIVIL SHEETS FOR SIDEWALK, ROAD PAVING AND FINISH GRADE ELEVATIONS.

SEE STRUCTURAL SHEETS FOR SIZE AND LOCATION OF CONCRETE PADS, TRENCHES, VAULTS,

SUMPS, ETC

SEE STRUCTURAL SHEETS FOR CONCRETE AND MASONRY REINFORCEMENT

PATCH AND REPAIR ANY MATERIALS OR SURFACES DAMAGED DURING THE CONSTRUCTION PROCESS TO MATCH THE EXISTING ADJACENT SURFACES.

ALL ITEMS TO BE NEW UNLESS SPECIFICALLY NOTED OTHERWISE.

ALL JOINTS, VOIDS AND PENETRATIONS THROUGH FIRE-RATED WALL SYSTEMS ARE TO BE

FILLED/SEALED WITH UL APPROVED FIRESAFING/FIRESTOPPING MATERIALS TO ACHIEVE THE REQUIRED FIRE-RATING (REFER TO CODE DRAWINGS FOR LOCATIONS).

DO NOT SCALE FROM THE DRAWINGS

NOTIFY ARCHITECT IF CONSTRUCTION DOCUMENTS DIFFER FROM ACTUAL FIELD CONDITIONS

PRIOR TO FABRICATION OR NEW CONSTRUCTION
THIS DRAWING CONTAINS A GENERAL LIST OF SYMBOLS AND ABBREVIATIONS. NOT ALL ITEMS SHOWN HERE APPEAR ON THE CONTRACT DRAWINGS.

DASHED ON CONSTRUCTION PLAN/SHEETS -

HIDDEN ELEMENTS BEYOND, ABOVE OR
BELOW

CONTINUOUS - NEW CONSTRUCTION
(UNLESS OTHERWISE NOTED)

CONCRETE MASONRY UNIT (CMU)
BRICK
EARTH

PRECAST CONCRETE

CAST-IN-PLACE CONCRETE

WOOD BLOCKING

WOOD FINISH

PLYWOOD

RIGID INSULATION
STEEL

ALUMINUM

STUCCO / GROUT
CAULK
GRAVEL

BLANKET INSULATION
8"
6'-0"
A B
2 1
4"
MO
1'-4" 3'-4"
R
O
4'-0" 4'-0"
5'-0"
MO
5'-4"

COLUMN CENTERLINES
NOTE: WALL THICKNESS, MO'S

AND RO'S ARE NOMINAL
5" 4'-4 7/8"
RO
3'-4"

TYPICAL DOOR LOCATION

FOR STUD FRAMED WALLS
MO
8" 3'-4"

TYPICAL DOOR LOCATION

FOR CMU WALLS
4"

TYPICAL

OFFSET FROM

FACE OF STUD
(UON)

TYPICAL OFFSET

FROM NOM FACE

OF CMU WALL
(UON)
8"
7 5/8" 8"

GYP BD GYP BD
EQ EQ

VARIES, SEE

PARTITION TYPES

DIMENSION

GIVEN TO

CENTERLINE OF

WALL (UON)
ACTUAL

DIMENSION AS
BUILT

NOMINAL

DIMENSION GIVEN

ON PLAN

SEE SCHEDULES
MO/RO
NOMINAL MO ON PLAN +3/8"

ACTUAL AS BUILT
MO/RO =

MASONRY (TYP) METAL STUD (TYP)

WINDOW OR LOUVER

OPENING IN PLAN
D*-202A
DOOR

DESIGNATION

BUILDING

DESIGNATION

ROOM NUMBER

SEQUENTIAL LETTER DESIGNATION

ASSIGNED TO EACH ADDITIONAL DOOR
001 SUB BASEMENT
01 BASEMENT
101 FIRST FL
201 SECOND FL
L*-202A
LOUVER

DESIGNATION

BUILDING

DESIGNATION

ROOM NUMBER

SEQUENTIAL LETTER DESIGNATION

ASSIGNED TO EACH ADDITIONAL LOUVER
W*-202A
WINDOW

DESIGNATION

BUILDING

DESIGNATION

ROOM NUMBER

SEQUENTIAL LETTER DESIGNATION

ASSIGNED TO EACH ADDITIONAL WINDOW
USUALLY LABELED IN PLAN VIEW; HOWEVER, OPENINGS NOT SHOWN IN PLAN ARE LABELED ON ELEVATIONS A-2
A

COLUMN TAG AND &

CENTER LINE
TSL
501'-8"
FFE
501'-8"

SPOT ELEVATION

ELEVATION CALLOUT

LEVEL NAME

ELEVATION

PARTITION TYPE
SUFFIX A,B,C, ETC. W/A

SEE NOTE ON TYPE

DESCRIPTION
SUFFIX 1,2,3,4 IS FIRE
RESISTANCE RATING W/A NOTE: SEE WALL SECTIONS FOR

ADDITIONAL REQUIREMENTS
1 A-2
1 A-2
A-1
1 2
3 4
A-101

ROOM NAME

ROOM TAG

BUILDING DESIGNATION
(IF APPLICABLE)

ROOM NUMBER
001 SUB BASEMENT
01 BASEMENT
101 GROUND FL
201 SECOND FL

INTERIOR ELEVATION
SHEET NO.

ELEVATION NO.
1 A-2

BUILDING SECTION

INDICATOR

WALL SECTION

INDICATOR

DETAIL INDICATOR

IF SECTION OR DETAIL IS DRAWN ON THE

SAME SHEET THAT IT IS TAKEN FROM, THE
SHEET NUMBER IS A HYPHEN. IF THE

SECTION IS REFERENCED ON MULTIPLE

SHEETS, THE SHEET NUMBER SHOWN

INDICATES THE FIRST SHEET THE SECTION
IS TAKEN FROM.

FIRE EXTINGUISHER
FE

FE WALL MOUNTED
1 KEYNOTE CALLOUT

KEYNOTE DESIGNATION,

CORRESPONDS TO KEY

ON EACH SHEET
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

LEGENDS, ABBREVIATIONS, & GENERAL NOTES
G-1.3

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025

ABBREVIATIONS

GENERAL NOTES LINE TYPES

MATERIAL SYMBOLS

DIMENSIONING SYSTEM

OPENINGS

SYMBOLS
5-14-2025 3
6/11/2025 6/11/2025 126
PF

EGRESS PATH

TRAVEL DISTANCE
(FEET)

COMMON PATH OF TRAVEL
(FEET)
X
X

EXIT DISCHARGE

EXIT SIGN

FIRE EXTINGUISHER FE

AREA OR SPACE EXIT

OWNER CITY OF REDLANDS - MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT ADDRESS 1950 NEVADA ST, REDLANDS CA 92373

PROJECT NAME JOINT UTILITIES LABORATORY BUILDING RENOVATION AND EXPANSION PROJECT PROJECT NUMBER 298407

BUILDING NAME JOINT UTILITIES LABORATORY BUILDING
DESCRIPTION: NEW CMU BUILDING WITH PARAPET TPO ROOF CONNECTED TO EXISTING CMU BUILDING.

APPLICABLE CODES 2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA ENERGY CODE (CEnC)
2022 CALIFORNIA FIRE CODE (CFC)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC)

CITY OF REDLANDS MUNICIPAL CODES

BUILDING CLASSIFICATION
OCCUPANCY - SECTION 304 GROUP B (BUSINESS)
CONSTRUCTION - SECTION 602.2 TYPE II B, NON COMBUSTIBLE, SPRINKLERED

BUILDING HEIGHTS AND AREAS ALLOWABLE ACTUAL
TABLE 504.3 75 FT 16'-0"
TABLE 504.4 4 STORIES 1 STORY
TABLE 506.2 92,000 SF 5,800 SF (EXISTING)
1,990 SF (NEW EXPANSION)
TOTAL 7,790

GROUP B (BUSINESS)

OCCUPANT LOAD LAB AREA
TABLE 1004.5 2843 SF / 100 SF PER OCCUPANT = 28

CONFERENCE, CLASSROOM, AND BREAKROOM
742 SF / 15 SF PER OCCUPANT = 49

KITCHEN
190 SF / 200 SF PER OCCUPANT = 1

EQUIPMENT ROOMS AND STORAGE
669 SF / 300 SF PER OCCUPANT = 2

OFFICE AREA
1372 SF / 100 SF PER OCCUPANT = 9
TOTAL = 89 OCCUPANT LOAD
EGRESS WIDTH REQUIRED 89 OCCUPANTS X 0.15 = 13.4 IN ACTUAL ALL EXIT DOORS ≥ 36 IN, SEE SCHD SECTION 1005.3.2
COMMON PATH OF TRAVEL MAXIMUM 100 (S) FEET ACTUAL ALL <100', SEE PLAN TABLE 1006.2.1
EXITS PER SPACE REQUIRED 2 ACTUAL 4
TABLE 1006.3.3
MAX TRAVEL DISTANCE MAXIMUM 300 (S) FEET ACTUAL ALL <300', SEE PLAN CBC 1017.2

FIRE RESISTANCE RATING DISTANCE
TABLE 601

BUILDING ELEMENTS (TYPE IIB)
PRIMARY STRUCTURAL FRAME 0-HOURS
BEARING WALLS:

EXTERIOR 0-HOURS
INTERIOR 0-HOURS
NON-BEARING WALLS AND PARTITIONS:

INTERIOR 0-HOURS
FLOOR CONSTRUCTION:

INCLUDING SECONDARY MEMBERS
(SUPPORTING BEAMS AND JOISTS) 0-HOURS
ROOF CONSTRUCTION:

INCLUDING SECONDARY MEMBERS
(SUPPORTING BEAMS AND JOISTS) 0-HOURS

FIRE SEPARATION DISTANCE
TABLE 705.5
TYPE II B > 30 FEET FROM BLDGS & PROPERTY LINE 0-HOURS

AUTOMATIC SPRINKLER SYSTEM
SPRINKLERS REQUIRED 903.2 NO PROVIDED YES

FIRE ALARM REQUIRED NO PROVIDED YES
907.2.2
PLUMBING FIXTURES WATER CLOSETS REQ'D 3 PROVIDED 4 - 2 MALE, 1 FEMALE, 1 UNISEX TABLE 2902.1 LAVATORIES REQ'D 2 PROVIDED 6 - 3 MALE, 2 FEMALE, 1 UNISEX DRINKING FOUNTAIN REQ'D 1 PROVIDED 1
SERVICE SINK REQ'D 1 PROVIDED 1
BUILDING ENVELOPE: CLIMATE ZONE 10 REDLANDS
TABLE 140.3-B
ROOF INSULATION U-0.034
WALLS MASS HEAVY U-0.650
SOFFITS RAISED MASS U-0.269
NON-SWINGING DOORS U-1.45
SWINGING DOORS U-0.70
AGED SOLAR REFLECTANCE (LOW-SLOPED) U-0.63
THERMAL EMITTANCE (LOW-SLOPED) U-0.75

AIR BARRIER REQUIRED
FIXED WINDOWS U-0.36
SHGF-0.25

MICROBIOLOGY
112

CHEMISTRY LAB
113
SAMPLE

RECEIVING AND

INDUSTRIAL

WASTE STATION
116
SAMPLE

RETENTION
117

INSTRUMENT LAB
118

STORAGE
115
MECH. EQUIP.
114
OFFICE 1
123
OFFICE 2
120

CONFERENCE
ROOM
119

CUBICLES
126
OFFICE 3
125
OFFICE

SUPPLIES/ MAIL/
COPY
124

ELECTRICAL
129

LACTATION
ROOM
127
UNISEX

RESTROOM
122

VESTIBULE
121

WOMEN'S
LOCKER
108
ELECT. EQUIP.
109

SERVER ROOM
MEN'S TOIL. 107
105

MEN'S LOCKER
106

KITCHEN
102

JANITOR
103

CORRIDOR
104

CLASSROOM
100

BREAKROOM
101
FE
FE
FE FE
FE
FE
55'-4"

MEDIA PREP
111

NON-HAZARDOUS

STORAGE
128
34 9
30 33 15
10 45 13 13
12 16 21
18 16
24 24 32
21 21
15 69
91 94
90 12
12 21
5 10
FE
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

CODE ANALYSIS & LIFE SAFETY PLAN
G-1.4

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025

LIFE SAFETY LEGEND

BUILDING CODE SUMMARY
1/8" = 1'-0"

N LIFE SAFETY PLAN
6/11/2025 6/11/2025 5-14-2025 4
NOT IN SCOPE A ADDENDUM 1 08/15 VN RC 126
E E N PLAN E CITY OF REDLANDS BENCHMARK 100% SUBMITTAL 600 Wilshire Blvd #750 Los Angeles, CA 90017 Tel: (213) 457-2200 Municipal Utilities and Engineering Department RENOVATION & EXPANSION PROJECT PROJECT No. 521028 JOINT UTILITIES LABORATORY BUILDING WW-00007 G-1.5 EXISTING SITE PLAN 5-14-2025 5 124 6/11/2025 6/11/2025 126 100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124
CALGREEN MANDATORY CHECKLIST 1
G-1.6

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
5-14-2025 6
6/11/2025 6/11/2025 126
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124
CALGREEN MANDATORY CHECKLIST 2
G-1.7

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
5-14-2025 7
6/11/2025 6/11/2025 126
PLAN CITY OF REDLANDS BENCHMARK 100% SUBMITTAL 600 Wilshire Blvd #750 Los Angeles, CA 90017 Tel: (213) 457-2200 Municipal Utilities and Engineering Department RENOVATION & EXPANSION PROJECT PROJECT No. 521028 JOINT UTILITIES LABORATORY BUILDING WW-00007 GC-1 SITE ACCESS AND CONSTRUCTION STAGING AREA VICINITY MAP N DETAIL A A Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025
6/11/2025 8 126
E E N PLAN CD-1 CIVIL DEMOLITION PLAN CITY OF REDLANDS BENCHMARK 100% SUBMITTAL 600 Wilshire Blvd #750 Los Angeles, CA 90017 Tel: (213) 457-2200 Municipal Utilities and Engineering Department RENOVATION & EXPANSION PROJECT PROJECT No. 521028 JOINT UTILITIES LABORATORY BUILDING WW-00007
5-14-2025 9 6/11/2025 6/11/2025 126
E E N PLAN CITY OF REDLANDS BENCHMARK 100% SUBMITTAL 600 Wilshire Blvd #750 Los Angeles, CA 90017 Tel: (213) 457-2200 Municipal Utilities and Engineering Department RENOVATION & EXPANSION PROJECT PROJECT No. 521028 JOINT UTILITIES LABORATORY BUILDING WW-00007 C-1 SITE PLAN 5-14-2025 10 6/11/2025 6/11/2025 ADA ACCESS ROUTE ADA ACCESS ROUTE (28 SPACES) (11 SPACES) TOTAL 39 PARKING SPACES, SEE GC-1 FOR OVERALL PARKING LAYOUT 126 CITY OF REDLANDS BENCHMARK 100% SUBMITTAL 600 Wilshire Blvd #750 Los Angeles, CA 90017 Tel: (213) 457-2200 Municipal Utilities and Engineering Department RENOVATION & EXPANSION PROJECT PROJECT No. 521028 JOINT UTILITIES LABORATORY BUILDING WW-00007 C-2 CIVIL DETAILS DETAIL A DETAIL B DETAIL C 5-14-2025 11 124 6/11/2025 6/11/2025 126

TO BE DEMOLISHED

EXISTING, TO REMAIN

NO ARCHITECTURAL SCOPE
1 AD-4.1
AD-4.1
4 AD-4.1
2 AD-4.1 3
1 AD-5.1
2 AD-5.1
4'-0" 15'-4" 6'-0"
76'-0"
25'-4"
4'-0" 5'-4"
88'-0"
9'-4" 31'-4" 9'-4" 11'-4" 26'-8"
4'-0" 20'-8"
3'-4" 5'-4"
72'-0"
13'-4" 32'-0" 3'-4" 14'-8"
5'-4" 3'-4" 24'-8" 3'-4" 24'-0" 3'-4" 8'-0"
10'-0" 8" 10'-0" 8'-0" 14'-0" 8'-0"
B
AD-1.1
A
AD-1.1
2 1
6 6
6 6
1 7
7 7
7 7
7 9
7 8
8 8
8 8
8 8
3 3
3 3
3 3
3 MEDIA PREP
111

CHEMISTRY LAB
113

MICROBIOLOGY
112
SAMPLE

RECEIVING AND

INDUSTRIAL

WASTE STATION
116

NON-HAZARDOUS

STORAGE
128

CHEMISTRY LAB
113

CHEMISTRY LAB
113
MECH. EQUIP.
114

INSTRUMENT LAB
118
SAMPLE

RETENTION
117

CLASSROOM
100

BREAKROOM
101

CORRIDOR
104

JANITOR
103

KITCHEN
102
MEN'S TOIL.
105

MEN'S LOCKER
106

SERVER ROOM
107

WOMEN'S
LOCKER
108
ELECT. EQUIP.
109

STORAGE
115

INSTRUMENT LAB
118
10 1
3 3
13 13
13 13
13 13 13
13 13
5 4
13 13
8 8
5 5

FINISH FLOOR
1197'-4 3/4"
2 11
7 8
12 FINISH FLOOR
1197'-4 3/4"
11 11
7 2
12 1
7 4

1. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION.

2. ERECT AND MAINTAIN DUST PROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF DUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. ON COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES.

3. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS.

4. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS.

5. REPLACE EXISTING TO REMAIN BUILDING COMPONENTS DAMAGED DURING DEMOLITION WORKS.

6. DEMOLITION WORK NOT SPECIFICALLY SHOWN BUT NECESSARY TO COMPLETE NEW WORK SHALL BE REQUIRED BY THE CONTRACTOR PERFORMING THE NEW WORK. EACH CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH THE BUILDING SITE CONDITIONS AND SHALL MAKE ALLOWANCES TO INCLUDE ALL ITEMS OF DEMOLITION NOTED OR REASONABLY IMPLIED.

7. LOCATION OF EXISTING UTILITIES, STRUCTURE AND OTHER CONDITIONS SHOWN ON PLANS ARE APPROXIMATE. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO STARTING THE WORK. MECHANICAL, PLUMBING AND ELECTRICAL ITEMS SHOWN ON ARCHITECTURAL PLANS ARE FOR COORDINATION ONLY. REFER TO ACTUAL MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ALL FIXTURES AND EQUIPMENT FOR EACH RESPECTIVE TRADE.

8. GENERAL CONTRACTOR SHALL REMOVE ALL LOOSE FURNITURE THROUGHOUT WORK AREAS. COORDINATE WITH OWNER AS TO WHAT SHOULD BE SALVAGED SHALL BE DISPOSED OF BY G.C.

9. G.C. SHALL PATCH AND LEVEL ALL DAMAGED FLOOR AREAS (INCLUDING EXISTING EXPOSED CONCRETE FLOOR) AND PREPARE TO RECEIVE NEW FLOORING. IN ALL AREAS WHERE THE FLOOR IS UNEVEN, THE CONTRACTOR SHALL USE A SUITABLE LEVELING COMPOUND (ARDEX) TO RE-LEVEL THE SURFACE AND RECEIVE NEW FINISHED FLOORING. 100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

DEMOLITION - FLOOR PLAN
AD-1.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
N

DEMOLITION LEGEND
3/16" = 1'-0"

DEMOLITION FLOOR PLAN
DEMOLITION KEYNOTES:

1. WHEN DEMOLISHING STEM WALLS, CHIP DOWN 4" BELOW EXISTING CONCRETE SLAB TO CREATE A SMOOTH LEVEL SURFACE READY TO RECEIVE THE SCHEDULED FLOORING.

2. REMOVE GLASS, COUNTERTOP, AND TRIM. INFILL WALL, USE METAL STUD WITH GYP FINISH TO MATCH ADJACENT WALL FINISH.

3. REMOVE EXISTING CABINETS AND LAB EQUIPMENT. EXERCISE CARE ON THE REMOVAL OF THE EQUIPMENT TO BE SALVAGED FOR REINSTALLATION. RELOCATE UTILITIES AS REQUIRED.

4. DEMOLISH EXISTING RAISED ACCESSIBLE FLOOR AND SUPPORTS. REFER TO STRUCTURAL DRAWINGS FOR MODIFICIATION AND EXTENT OF INFILL TO CREATE A SMOOTH, LEVEL SURFACE READY TO RECEIVE THE SCHEDULED FLOORING.

5. REMOVE EXISTING DOOR AND FRAME. REPLACE EXISTING WALL AND FLOOR COMPONENTS DAMAGED DURING DEMOLITION. INFILL WALL, MATCH EXISTING ADJACENT WALL FINISH.

6. DEMOLISH PORTION OF THE EXISTING WALL. PREPARE WALL OPENING READY TO RECEIVE NEW DOOR AND FRAME.

7. DEMOLISH PORTION OF THE EXISTING WALL AND EXERCISE CARE IN RELOCATING EXISTING BUILDING UTILITIES INSIDE THE WALL AS REQUIRED TO KEEP THEM FUNCTIONAL. PATCH AND REPAIR AS REQUIRED. REPLACE EXISTING WALL AND FLOOR COMPONENTS DAMAGED DURING DEMOLITION.

8. REMOVE EXISTING DOOR AND FRAME. REPLACE EXISTING WALL AND FLOOR COMPONENTS DAMAGED DURING DEMOLITION.

9. REMOVE STOREFRONT WINDOW. INFILL WALL AS NOTED ON THE ARCHITECTURAL DRAWINGS. REPLACE EXISTING WALL AND FLOOR COMPONENTS DAMAGED DURING DEMOLITION.

10. RELOCATE TANK STORAGE TO WEST OF DOOR DA-102.

11. SALVAGE FURNITURE FOR REINSTALLATION IN NEW OFFICE BUILDING.

12. DEMOLISH SOFFIT, AND EXERCISE CARE IN RELOCATING EXISTING BUILDING UTILITIES INSIDE THE WALL AS REQUIRED TO KEEP THEM FUNCTIONAL. CONCRETE BLOCK WALL BEHIND SOFFIT TO REMAIN, REPLACE EXISTING WALL COMPONENTS DAMAGED DURING DEMOLITION.

13. REMOVE ALL EXISTING FLOOR FINISHES THROUGHOUT THE ROOM, INCLUDING WALL BASE, ADHESIVES, AND UNDERLAYMENTS.

PREPARE THE ENTIRE SLAB AND ADJACENT SURFACES TO RECEIVE NEW FINISHES.

AD-1.1 1/4" = 1'-0"

A NORTHERN LOBBY WALL SECTION
AD-1.1 1/4" = 1'-0"

B ACCESSIBLE FLOOR SECTION
VERT.

VERT.

GENERAL DEMOLITION NOTES
5-14-2025 12 6/11/2025 6/11/2025 PHASE 1 PHASE 1 PHASE 1 6 NOT IN SCOPE 6. A ADDENDUM 1 08/15 VN RC 126
1 1
1 1
1 1
1 1
1 2 1 2
4 4 4
3 3
3 3
3 3
3 3
3 3
3 HALF-TONE CONTINUOUS LINES DENOTE EXISTING
CEILING TILES AND CEILING GRIDS ARE TO REMAIN.

HIDDEN LINES DENOTE EXISTING CEILING TILES
AND CEILING GRIDS ARE TO BE REMOVED.

LIGHT FIXTURES

HVAC DIFFUSERS

AREA OF WORK

1. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION.

3. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS.

4. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS.

5. REPLACE EXISTING TO REMAIN BUILDING COMPONENTS DAMAGED DURING DEMOLITION WORKS.

6. DEMOLITION WORK NOT SPECIFICALLY SHOWN BUT NECESSARY TO COMPLETE NEW WORK SHALL BE REQUIRED BY THE CONTRACTOR PERFORMING THE NEW WORK.

EACH CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH THE BUILDING SITE CONDITIONS AND SHALL MAKE ALLOWANCES TO INCLUDE ALL ITEMS OF DEMOLITION NOTED OR REASONABLY IMPLIED.

8. EXISTING DIFFUSERS ARE TO BE RELOCATED, SEE MECHANICAL SHEETS.

9. THE BUILDING WILL BE OCCUPIED DURING RENOVATION. PROVIDE PROTECTION PARTICULARLY AT ENTRANCES AND EXITS OUT OF THE BUILDING. 100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

DEMOLITION - REFLECTED CEILING PLAN
AD-2.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
3/16" = 1'-0"

N DEMOLITION - REFLECTED CEILING PLAN
DEMOLITION KEYNOTES:

1. REMOVE EXISTING ACOUSTICAL LAY-IN CEILING TILE SYSTEM.

2. REMOVE EXISTING GYPSUM BOARD CEILING SYSTEM.

3. REMOVE AND RELOCATE EXISTING LIGHT FIXTURE, TYP. SEE ELECTRICAL SHEETS.

4. PORTION OF EXISTING CEILING SHALL BE REMOVED IN THIS AREA TO ALLOW

FOR THE INSTALLATION OF NEW EXHAUST DUCTWORK, SEE HVAC DRAWING M-4. EXTENT OF WORK TO BE FIELD VERIFIED AND COORDINATED WITH THE APPROVED EQUIPMENT.

REF. CLG. PLAN DEMOLITION LEGEND

GENERAL DEMOLITION NOTES
5-14-2025 13 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126
1 1
SEE GENERAL NOTE 5 FOR ALL DRAINS, TYP.
3 5
7 5
5 4
6 4
6 5
2 TO BE DEMOLISHED
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

DEMOLITION - ROOF PLAN
AD-3.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
N
3/16" = 1'-0"

DEMOLITION ROOF PLAN
DEMOLITION KEYNOTES:

1. EXISTING ROOFING SYSTEM AND INSULATION TO BE DEMOLISHED AND REPLACED. REPLACE EXISTING PARAPET WALL, AND ROOF STRUCTURE DAMAGED DURING DEMOLITION.

2. REMOVE SCREEN WALL PANEL FOR DUCT CONNECTION. COORDINATE WITH APPROVED MECHANICAL EQUIPMENT, SEE MECHANICAL.

3. WALKING PAD REPLACED AT TIME OF ROOFING REPLACEMENT.

4. IN PHASE 2-A, REMOVE HVAC UNIT AND ALL RELATED CONTROLS AND ACCESSORIES. PATCH ROOF DECK AS WELL AS ROOF INSULATION AND MEMBRANE. CAP EXISTING MECHANICAL EQUIPMENT CURBS, SEE MECHANICAL.

5. IN PHASE 2-A, REMOVE EXHAUST FAN AND ALL RELATED DUCTWORK AND ACCESSORIES. PATCH ROOF DECK AS WELL AS ROOF INSULATION AND MEMBRANE, SEE MECHANICAL.

6. IN PHASE 2-B, REMOVE HVAC UNIT AND ALL RELATED CONTROLS AND ACCESSORIES. PATCH ROOF DECK AS WELL AS ROOF INSULATION AND MEMBRANE. CAP EXISTING MECHANICAL EQUIPMENT CURBS, SEE MECHANICAL.

7. IN PHASE 2-B, REMOVE EXHAUST FAN AND ALL RELATED DUCTWORK AND ACCESSORIES. PATCH ROOF DECK AS WELL AS ROOF INSULATION AND MEMBRANE, SEE MECHANICAL.

ROOF DEMOLITION LEGEND
GENERAL NOTES:

1. LOCATION SHOWN FOR EXISTING HVAC EQUIPMENT, ROOF HATCH AND OTHER EQUIPMENT AT THE ROOF IS APPROXIMATE.

CONTRACTOR SHALL FIELD VERIFY ACTUAL LOCATIONS.

2. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION.

3. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS.

4. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS.

5. FIELD-VERIFY THE ROOF DRAIN ELEVATIONS TO ENSURE EFFECTIVE DRAINAGE. PROPER ADJUSTMENTS SHOULD BE MADE TO ACCOMMODATE THE NEW INSULATION AND ROOFING SYSTEM.

6. EXISTING ROOFING MATERIAL MUST UNDERGO AN ASBESTOS SURVEY PRIOR TO DEMOLITION AND DISPOSAL IN ACCORDANCE WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1403. IF ASBESTOS CONTAINING MATERIAL (ACM) IS

IDENTIFIED IN ROOFING MATERIAL TO BE DEMOLISHED/REMOVED, ALL WORK INCLUDING DEMOLITION AND DISPOSAL MUST FOLLOW ALL FEDERAL, STATE, LOCAL REGULATIONS, INCLUDING BUT NOT LIMITED TO SCAQMD RULE 1403, CALIFORNIA CODE OF REGULATIONS 1529. ASBESTOS, 40 CFR PART 61 NATIONAL EMISSION STANDARDS FOR HAZARDOUS AIR POLLUTANTS (NESHAP). 5-14-2025 14 6/11/2025 6/11/2025 NOT IN SCOPE. NOT IN SCOPE. NOT IN SCOPE. NOT IN SCOPE. NOT IN SCOPE. A ADDENDUM 1 08/15 VN RC 126

FINISH FLOOR
1197'-4 3/4"

ROOF LEVEL
1210'-8 3/4"
13'-4"

PARAPET LEVEL
1213'-4 3/4"

TANK STORAGE TO
BE RELOCATED. SEE

PLUMBING FOR

RELOCATION OF
TANK PIPPING. SEAL
HOLES.
3 FINISH FLOOR
1197'-4 3/4"

ROOF LEVEL
1210'-8 3/4"
13'-4"

PARAPET LEVEL
1213'-4 3/4"

EXISTING METAL AWNING

TANK STORAGE TO

BE RELOCATED

FINISH FLOOR
1197'-4 3/4"

ROOF LEVEL
1210'-8 3/4"
13'-4"

PARAPET LEVEL
1213'-4 3/4"
2 FINISH FLOOR
1197'-4 3/4"

ROOF LEVEL
1210'-8 3/4"
13'-4"

PARAPET LEVEL
1213'-4 3/4"
1 TANK STORAGE TO

BE RELOCATED
4 TO BE DEMOLISHED
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

DEMOLITION - EXTERIOR ELEVATIONS
AD-4.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
AD-1.1 3/16" = 1'-0"
1 EAST ELEVATION
AD-1.1 3/16" = 1'-0"
2 SOUTH ELEVATION
AD-1.1 3/16" = 1'-0"
3 WEST ELEVATION
AD-1.1 3/16" = 1'-0"
4 NORTH ELEVATION
DEMOLITION KEYNOTES:

1. DEMOLISH EXISTING PORTION OF THE WALL TO RECEIVE NEW DOOR OPENING. PREPARE WALL OPENING READY TO RECEIVE NEW DOOR AND FRAME.

2. REMOVE STOREFRONT WINDOWS AND DOOR. PREPARE WALL OPENING READY TO RECEIVE NEW DOOR AND FRAME. INFILL WALL AS NOTED ON THE ARCHITECTURAL DRAWINGS. REPLACE EXISTING WALL AND FLOOR COMPONENTS DAMAGED DURING DEMOLITION.

3. RELOCATE EXISTING PIPE TO THE NORTH SIDE OF BUILDING AND SEAL HOLE. SEE FIRE PROTECTION DRAWINGS.

4. REMOVE SCREEN WALL PANEL FOR DUCT CONNECTION. COORDINATE WITH APPROVED MECHANICAL EQUIPMENT, SEE "H" SHEETS.

ELEVATION DEMOLITION LEGEND
GENERAL NOTES:

1. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION.

3. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS.

4. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS.
5-14-2025 15 6/11/2025 6/11/2025 PHASE 1 PHASE 1 PHASE 1 NOT IN SCOPE PHASE 1 NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE A ADDENDUM 1 08/15 VN RC 126

FINISH FLOOR
1197'-4 3/4"

ROOF LEVEL
1210'-8 3/4"
13'-4"

PARAPET LEVEL
1213'-4 3/4"

MICROBIOLOGY
112

CHEMISTRY LAB
113

STORAGE
115
4 5
2 3 1

FINISH FLOOR
1197'-4 3/4"

ROOF LEVEL
1210'-8 3/4"
13'-4"

PARAPET LEVEL
1213'-4 3/4"

CHEMISTRY LAB
113
SAMPLE

RETENTION
117

CORRIDOR
104

JANITOR
103

KITCHEN
102
4 3 1 1

TO BE DEMOLISHED

EXISTING, TO REMAIN

NO ARCHITECTURAL SCOPE
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

DEMOLITION - BUILDING SECTIONS
AD-5.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
AD-1.1 1/4" = 1'-0"
1 SECTION A
AD-1.1 1/4" = 1'-0"
2 SECTION B

DEMOLITION LEGEND
DEMOLITION KEYNOTES:

1. REMOVE EXISTING ACOUSTICAL LAY-IN CEILING TILE SYSTEM.

2. DEMOLISH EXISTING PORTION OF THE WALL. WHEN DEMOLISHING STEM WALLS, CHIP DOWN 4" BELOW EXISTING CONCRETE SLAB.

3. DEMOLISH PORTION OF EXISTING WALL. REPLACE EXISTING WALL AND FLOOR COMPONENTS DAMAGED DURING DEMOLITION.

4. DEMOLISH AND REPLACE EXISTING ROOFING SYSTEM AND
INSULATION.

5. TANK STORAGE TO BE RELOCATED.

GENERAL NOTES:

1. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES

AND REGULATIONS PERTAINING TO SAFETY OF PERSONS,
PROPERTY AND ENVIRONMENTAL PROTECTION.

2. ERECT AND MAINTAIN DUST PROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF DUST, FUMES, AND SMOKE, ETC. TO
OTHER PARTS OF THE BUILDING. ON COMPLETION, REMOVE

PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH
ADJACENT SURFACES.

3. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS.

4. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE,

DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM
DEMOLITION OPERATIONS.
5-14-2025 16 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126
4'-0" 15'-4" 6'-0"
76'-0"
25'-4"
4'-0" 5'-4"
88'-0"
9'-4" 31'-4" 9'-4" 11'-4" 26'-8"
3'-4" 5'-4"
12'-10" 4'-3" 7'-5" 2'-8"
2'-8"
2'-8"
2'-6"
6'-3" 4'-3" 7'-8" 4'-6" 5'-9" 1'-3"
3'-0" 5'-9"
5'-3"
2'-3" 11'-6"
8'-5"
3'-6" 5'-0"
1'-9" 4'-3"
9"
1'-6"
2'-6"
4'-11"
6'-1"
6'-4"
6'-0"
50'-0"
10'-0" 8" 10'-0" 8" 10'-0" 2'-0" 4'-0" 3'-4"
10'-0" 8" 10'-0" 8'-0" 14'-0" 8'-0"
20'-8" 13'-4"
3'-4" 14'-8"
5'-4" 3'-4"
4"
8" 15'-4" 18'-0" 3'-4" 2'-0"
12'-8" 9'-4" 3'-4" 4'-8" 12'-8" 9'-4" 3'-4"
1'-4" 3'-4" 4'-8" 3'-0" 1'-4" 3'-0" 4'-8" 4'-0" 14'-0"
4"
9'-9"
12'-0"
6'-5"
8'-0"
14'-3"
18'-8"
12'-2" 12'-4" 12'-5"
20'-6" 9'-11"
10'-3"
6'-5"
7'-2" 6'-4"
22'-10"
15'-6"
6'-0"
5'-9" 19'-6" 6'-6" 27'-9" 4'-0" 9'-2" 5'-3"
6'-7"

SOLIDS STATION BOD STATION SPEC/ ALKALINITY/

TURBIDITY STATION

TBD STATION
10'-0"
9'-5"
5'-9" 10'-3" 5'-6" 7'-7" 5'-1"
7'-2"
7'-11"
7'-2"7'-2"
5'-4"
1'-4" 3'-4" 14'-4" 3'-4" 4'-4"
3'-8"
10'-0"
1'-0" 5'-0" 12'-8" 5'-0" 3'-0" 5'-0" 5'-0"
24'-2"
12'-1"
10'-1"
24'-10"
54 54
52 4'-4"
4'-7"
55'-4"
28'-6"
6'-0"
4'-2"
4'-1"
3'-0"
6'-7" 3'-4" 1'-6" 3'-4" 2'-1"
1'-8" 6'-4"
8'-6" 3'-4"
4" 4"
3'-4" 8'-10"
3'-4" 7'-4"
1'-0" 3'-4"
1'-4" 3'-4"
3'-4" 3'-7"
7" 5'-4" 7"
3'-4"3'-4"
1'-1" 3'-4"
3'-6"
6"
3'-4"
4"
3'-4" 6'-0"
13'-4"
3'-4"
4"
11" 3'-4" 3'-10"
3'-6" 8" 3'-4" 8"
2'-0"
54 54
3'-4" 4"

MEDIA PREP
111

MICROBIOLOGY
112
SAMPLE

RECEIVING AND

INDUSTRIAL

WASTE STATION
116 SAMPLE

RETENTION
117

INSTRUMENT LAB
118

CHEMISTRY LAB
113
MECH. EQUIP.
114
STORAGE 1
115

CLASSROOM
100

BREAKROOM
101

KITCHEN
102

JANITOR
103

CORRIDOR
104
MEN'S TOIL.
105

MEN'S LOCKER
106

SERVER ROOM
107
ELECT. EQUIP.
109

WOMEN'S
LOCKER
108

STORAGE
110
OFFICE 1
123
OFFICE 2
120

CONFERENCE
ROOM
119
OFFICE 3
125

CUBICLES
126
OFFICE

SUPPLIES/ MAIL/
COPY
124

ELECTRICAL
129

LACTATION
ROOM
127
UNISEX

RESTROOM
122

VESTIBULE
121
11'-4"
10'-0"
10'-3"
17'-3"
8" MIN
6'-0"
6'-9"
8"
6"
18'-0"
8'-2"
4'-6"
4'-6"
SEE NOTE 7
SEE NOTE 7

EXISTING, TO REMAIN

NO ARCHITECTURAL SCOPE
NEW

FUTURE SCOPE
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

FLOOR PLAN - DIMENSIONS
A-1.0

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
3/16" = 1'-0"

N DIMENSIONS FLOOR PLAN

FLOOR PLAN LEGEND

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT
52 SEAL MECHANICAL ROOM DOOR, INCLUDING LOUVER
54 GYP WALL INFILL MATCH THE EXISTING ADJACENT WALL

THICKNESS AND FINISH
GENERAL NOTES:

1. INFILL WALLS TO MATCH THICKNESS OF THE
EXISTING ADJACENT WALLS.

2. SYSTEM FURNITURE SHOWN IN THE NEW
ADDITION ARE (NOT IN CONTRACT) NIC.

3. FURNITURE LAYOUT IS SHOWN FOR PLANNING
PURPOSES ONLY.

4. FOR ENLARGED PLANS OF EACH INDIVIDUAL
LAB ISLAND, SEE SHEETS A-1.6 TO A-1.9.

5. LABORATORY EQUIPMENT WILL BE PROVIDED

AND INSTALLED BY REDLANDS CITY, UNLESS
OTHERWISE NOTED ON DRAWINGS.

6. PROVIDE BLOCKING FOR WALL-HUNG ITEMS IN
LAB AND OFFICE ADDITION. ITEMS INCLUDE

BUT NOT LIMITED TO WALL-HUNG CASEWORK,

EQUIPMENT BY OTHER TRADES, OFFICE
FURNITURE, ETC.

7. ELECTRICAL OUTLET PROVIDED FOR

ASSISTIVE LISTENING DEVICE SYSTEM
(PROVIDED BY CITY).
5-14-2025 17 6/11/2025 6/11/2025
7'-2"
3'-4" 4"
UNISEX

RESTROOM
122
NOT IN SCOPE PHASE 1
PHASE 1
PHASE 1 A ADDENDUM 1 08/15 VN RC 126
MECH. EQUIP.
114

CLASSROOM
100

BREAKROOM
101

KITCHEN
102

JANITOR
103

CORRIDOR
104

MEN'S LOCKER
106
MEN'S TOIL.
105

SERVER ROOM
107

WOMEN'S
LOCKER
108
ELECT. EQUIP.
109

STORAGE
110
A-3.1
1 3 A-3.1
A-3.1
2 A-3.1 4
3 A-1.11
A-1.10 3
A-1.10
2 A-1.11
4 A-1.6 1
A-1.9 1
A-1.7 1
A-1.8 1
A-1.6
2 A-1.7
2 A-1.8
2 A-1.9
2 3 A-1.6
3 A-1.7
3 A-1.8
3 A-1.9
A-1.6
4 A-1.7
4 A-1.8
4 A-1.9
4 A-1.12
2 1
A-1.13
3 2
1 1 A-1.14
2 A-1.16
1 2
3 A-1.15 -
2 ELECTRICAL
129

CHEMISTRY LAB
113
SAMPLE

RECEIVING AND

INDUSTRIAL

WASTE STATION
116
SAMPLE

RETENTION
117

INSTRUMENT LAB
118

STORAGE
115

NON-HAZARDOUS

STORAGE
128

MEDIA PREP
111

MICROBIOLOGY
112
OFFICE 1
123
OFFICE 2
120

CONFERENCE
ROOM
119
OFFICE 3
125

CUBICLES
126
OFFICE

SUPPLIES/ MAIL/
COPY
124

LACTATION
ROOM
127
UNISEX

RESTROOM
122

VESTIBULE
121
9 12
A-7.3 11
10 DA-112 DA-110
DA-115
DA-118
DA-114
DA-111
DA-119
DA-100
DA-101
DA-103
DA-104
DA-105
DA-117
DA-106
DA-102
A-7.2
6 7
8 5
9 A-7.2
10 11
12 1 A-7.3
2 3
4 A-7.3
6 8
5 7
1 A-7.1 3
4 1 A-7.2 2
2 3
4 DA-109
DA-108
1 A-4.1
2 A-4.1
A-1.12
3 A-12.4
A
A-12.4
A
A-12.4
A
A-12.4
A
A-12.4
A
A-12.4
A
DA-107
A-12.4
A
A-12.4
A
40 57
39 55 56
38 39 37
56 55
59 SEE GENERAL
NOTE 1

SEE GENERAL
NOTE 1
WA-123 WA-120
WA-119
WA-125
WA-124
A-1
C
A-1
A-1 A-1
A
C
F
G-1
G-1
H
B
B
B
B
B
B
F
D
D-1
B-1
61 H
H
H
B
B-1
63 WA-126
F
63 63
63 63
63 63
E
A-8.2
G
G
G
G
H-1
H
A-12.1
G
DA-120
WA-111
WA-112
36 A-1.2
1 A-1.17
1 52

SEE GENERAL
NOTE 1
D
D
E
1 DA-121 DA-122
DA-123
13 A-7.2
DA-113
PASS

THROUGH

EXISTING, TO REMAIN

NO ARCHITECTURAL SCOPE
NEW

FUTURE SCOPE
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

FLOOR PLAN
A-1.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
N 3/16" = 1'-0"

FLOOR PLAN
GENERAL NOTES:

1. PAINT BACK OF CABINET BLACK.

2. SEE CIVIL DRAWINGS FOR SIDEWALKS AND
CURBS.

3. INFILL WALLS TO MATCH THICKNESS OF THE
EXISTING ADJACENT WALLS.

4. REFER TO SHEET A-10.1 FOR PARTITION
TYPES.

FLOOR PLAN LEGEND

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT
36 INFILL EXISTING RECESSED FLOOR FLUSH WITH LAB FLOOR
37 SHRUBBERY BY OWNER
38 GRASS
39 BUILDING SOFFIT ABOVE
40 EXISTING CANOPY
52 SEAL MECHANICAL ROOM DOOR, INCLUDING LOUVER
55 NEW SIDEWALK, SEE "C" SHEETS
56 RAMP, SEE "C" SHEETS
57 EXISTING SIDEWALK, SEE "C" SHEETS
59 CONCRETE PAD, SEE "S" SHEETS
61 ADA COUNTER
63 PATCH AND REPAIR, TO MATCH THE EXISTING ADJACENT WALL 5-14-2025 18 6/11/2025 6/11/2025
DA-111
1 A-7.1
4 2
D-1
H-1
NOT IN SCOPE PHASE 1
PHASE 1
PHASE 1 A ADDENDUM 1 08/15 VN RC 126
MECH. EQUIP.
114

CANOPY HOOD
3'-4" X 3'-6"

30.1 - AUTOCLAVE

PORTABLE TABLE FOR
COPIER + WATER
OUTLET ON THE 2 SIDES SAMPLES
SOLIDS

COUNTER

SPEC/ ALKALINITY/

TURBIDITY COUNTER
TBD

COUNTER
BOD

COUNTER
FUTURE

TABLE BY
OWNER
FUTURE

TABLE BY
OWNER

BALANCE
TABLE

35.2 - BOD

INCUBATOR

35.1 - BOD

INCUBATOR

STAINLESS STEEL
COUNTERTOP @ SINK ONLY

STAINLESS STEEL
COUNTERTOP @

SINK ONLY

5.1 - (R) FUMEHOOD 5.2 - (R) FUMEHOOD

CW & CS

ACID BASE
BELOW

CW & CS

ACID BASE

BELOW SS

FIXED CORE UTILITY

CHASE BENCHES

VAC AIR

FIXED BENCHES

FIXED CORE UTILITY

CHASE BENCHES
POU

EXHAUST
VAC
AIR
POU

EXHAUST
VAC
AIR
VAC
AIR

5.4 -(N) FUMEHOOD 5.3 - (N) FUMEHOOD

SPACE FOR SCRUBBER

KNEE SPACE
BELOW

KNEE SPACE

BELOW BENCHTOP
SINK
EW
AUTOCLAVES REQUIRE 220 V

7.9 - FREEZER 7.5 - REFRIGERATOR

STAINLESS STEEL

COUNTERTOP

SINGLE BOWL
40W18D18H
DI, EW

PASSTHROUGH
16”W x 16”D x 16”H

7.1 - (R) REFRIGERATOR 7.8 - (R) REFRIGERATOR GCMS

POU EXHAUST

KNEE SPACE
BELOW

KNEE SPACE
BELOW
HE
N2
O2
HE
N2
O2
HE
N2
O2

KNEE SPACE
BELOW
VAC
AIR
CONSUMABLE STORAGE.

SHELVING BY OWNER

PERCHOLATE
WASTE

COLLECTION

PROVIDED BY
OWNER

GLASS CABINETS
ABOVE

DI, UPW,
EW

CHEMISTRY LAB
113
SAMPLE

RECEIVING AND

INDUSTRIAL

WASTE STATION
116
SAMPLE

RETENTION
117

INSTRUMENT LAB
118

STORAGE
115

NON-HAZARDOUS

STORAGE
128

MEDIA PREP
111

MICROBIOLOGY
112

BALANCE WITH

MARBLE BLOCK

VOLATILE ACID

DIGESTER INSIDE

EXTRACTION
INSIDE

PORTABLE
METERS
PC
TBD

TOTAL SOLIDS

MOISTURE BALANCE
INSIDE

DIGESTER

BLOCK INSIDE
ICSMS

POU EXHAUST

INFILL EXISTING

RECESSED FLOOR

FLUSH WITH LAB
FLOOR.

4.1 - DISHWASHER
BELOW

4.3 - DISHWASHER
BELOW

DISCRETE

ANALYZER

4.2 - DISHWASHER
BELOW
SEPTIC
GAS
NOZZLE

SNORKEL
OUTLET

MONUMENT

7.2 - REFRIGERATOR
BELOW

7.10 - REFRIGERATOR
BELOW

7.3 - REFRIGERATOR
BELOW

7.4 - REFRIGERATOR
BELOW

7.11 - REFRIGERATOR
BELOW
OUTLET

MONUMENT

KNEE SPACE
BELOW

WALL CHASE PEGBOARD

METAL STUD

PARTITION

WALL, SEE

PARTITION
TYPES

KNEE SPACE
BELOW

SNORKEL
OUTLET

MONUMENT
OUTLET

MONUMENT
GAS
NOZZLE

7.6 - REFRIGERATOR
BELOW

GLASS CABINETS
ABOVE
KNEE
SPACE
BELOW
KNEE
SPACE
BELOW
EPOXY

COUNTER

STAINLESS
STEEL

COUNTERTOP

GLASS CABINETS
ABOVE

LANGELIER INDEX

CENTRIFUGE

TBD STATION

AMMONIA

STATION

ALKALINITY STATION
BOD

STATION

AUTOMATED

BOD STATION

PH STATION

TURBIDITY STATION

SPECTROMETER
TBD

STATION
TBD

STATION

TSS STATION

TDS STATION

GLASS CABINETS
ABOVE
3'-4" X 3'-6"

30.2 - AUTOCLAVE

7.7 - REFRIGERATOR
BELOW

DISTILLATOR

SPORE HEATING

BLOCK HOT PLATE

28.1 - INCUBATOR 28.2 - INCUBATOR
COLONY

COUNTER

QUANTI- TRTAY

WATER BATH FLOURESCENSE TECTA

14.1 - OVEN 14.2 - OVEN 14.3 -

FURNACE PERCHOLATE

INSTRUMENT

ULTRASONIC
BATH
ANIONS
TOC

INSTRUMENT
VORTEX

SOFFIT OVERHEAD

POWER POLE

WALL CHASE
CHASE
UNDER

COUNTER

WALL CHASE

ADD FURRING AND

GYP BD TO WALL

ADD FURRING AND

GYP BD TO WALL
50 GAL DRUM CONTAINS VARIOUS AMOUNTS OF
THE FOLLOWING:

PERCHLORATE SOL'N; ANION ANALYSIS
AMMONIA SOL'N; DISCRETE ANALYZER
COD STD; COD ANALYSIS
PHOSPHATE SOL'N; SPECTROPHOMETER

EXISTING, TO REMAIN
NEW
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

CHEMISTRY LAB ENLARGED FLOOR PLAN
A-1.2

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
N
SEE ELEVATIONS ON A-1.6
SEE ELEVATIONS ON A-1.7
SEE ELEVATION ON A-1.11
SEE ELEVATIONS ON A-1.8
SEE ELEVATIONS ON A-1.9

SEE ELEVATION
ON A-1.10
SEE ELEVATION ON A-1.11 SEE ELEVATION ON A-1.10
3/8" = 1'-0"

CHEMISTRY LAB ENLARGED FLOOR PLAN
GENERAL NOTES:

1. (R) INDICATES RELOCATION OF EQUIPMENT.

2. (N) INDICATES NEW EQUIPMENT.

3. LABORATORY EQUIPMENT WILL BE PROVIDED AND INSTALLED BY REDLANDS CITY, UNLESS OTHERWISE NOTED ON DRAWINGS.

4. SHADED BOX DENOTES LAB STATION WITH SEVERAL PIECES OF EQUIPMENT. SEE EQUIPMENT LIST ON A-1.3 TO A-1.5.

5. NUMBERS ON FLOOR PLAN DENOTE EQUIPMENT TAGS FROM A-1.3 TO A-1.5.

6. "HE", "N2", "O2", AND "VAC AIR" DENOTES GAS CONNECTIONS AT COUNTER.

7. DATA JACK AT EVERY KNEE SPACE, SEE ENLARGED PLANS FOR KNEE SPACE LOCATIONS.

8. FOR ENLARGED FLOOR PLANS AND ELEVATIONS OF EACH INDIVIDUAL LAB COUNTER, SEE SHEETS A-1.6 TO A-1.16.

LAB EQUIPMENT TAGS:
1 - ALKALINITY
2 - AMMONIA
3 - BOD

4.1 - DISHWASHER

4.2 - DISHWASHER

4.3 - DISHWASHER

5.1 - FUMEHOOD

5.2 - FUMEHOOD

5.3 - FUMEHOOD

5.4 - FUMEHOOD
6 - pH STATION

7.1 - REFRIGERATOR

7.2 - REFRIGERATOR

7.3 - REFRIGERATOR

7.4 - REFRIGERATOR

7.5 - REFRIGERATOR

7.6 - REFRIGERATOR

7.7 - REFRIGERATOR

7.8 - REFRIGERATOR

7.9 - FREEZER

7.10 - REFRIGERATOR

7.11 - REFRIGERATOR
8 - SPECTROMETER
9 - TURBIDITY
10 - DISCRETE ANALYZER
11 - LANGELIER INDEX (LI)
12 - SEPTIC INSTRUMENTS
13 - TYPE II WATER

14.1 - OVEN

14.2 - OVEN

14.3 - FURNACE
15 - MOISTURE BALANCES
16 - VOLATILE ACIDS
17 - ANIONS
18 - PERCHOLATE INSTRUMENT
19 - TOC INSTRUMENT
20 - ULTRA SONIC BATH
21 - VORTEX
22 - DISTILLATOR
23 - FLOURESCENCE
24 - SPORE HEATING BLOCK
25 - COLONY COUNTER
26 - HOT PLATE
27 - WATER BATH

28.1 - INCUBATOR

28.2 - INCUBATOR
29 - QUANTI-TRAY

30.1 - AUTOCLAVE

30.2 - AUTOCLAVE
31 - TECTA
32 - CANOPY HOOD
33 - PC
34 - AUTOMATED BOD

35.1 - BOD INCUBATOR

35.2 - BOD INCUBATOR

LAB FLOOR PLAN LEGEND
5-14-2025 19 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126
PLAN
TAG

EXISTING LAB

EQUIPMENT LIST

EXISTING /
FUTURE MAJOR EQUIPMENT NAME LABROOM # LAB ROOM NAME SERIAL # MANUFACTURER & MODEL # VOLTAGE POWER

REQUIREMENT
POWER
(FLA/KVA/KW)

NOTES / COMMENTS
1 Alkalinity Station
Alkalinity Existing Autotitrator 103 Chemistry Lab C225308184 Mettler Toledo T7 Series Alkalinity Existing Autosampler 103 Chemistry Lab C336379335 Mettler Toledo InLine Flex Alkalinity Existing Support 103 Chemistry Lab B510669456 Mettler Toledo Dosing Unit Alkalinity Existing pH Probe 103 Chemistry Lab 2204961 Mettler Toledo Glass Electrode DGAlkalinity Existing Conductivity 103 Chemistry Lab 5823371251 Mettler Toledo InLab 731 Alkalinity Existing Support 103 Chemistry Lab 30094167 Mettler Toledo Power Shower Rinse Flex 2 Ammonia Station
Ammonia Existing Meter 103 Chemistry Lab 94103169 Fisher Scientific Accumet XL 250 Ammonia Existing Probe 103 Chemistry Lab 19130 Hach Ammonia ISE Ammonia Existing Heating/Stir plate 103 Chemistry Lab 1619060540423 Fisher Scientific ISO Temp Ammonia Existing Heating Device 103 Chemistry Lab 300464898 Thermo Scientific Waterbath 3 BOD Station
BOD Existing Probe 103 Chemistry Lab 231323039490 Hach LBOD 101 BOD Existing Meter 103 Chemistry Lab 211602200010 Hach HQ2200 BOD Existing Stir plate 103 Chemistry Lab C2410029061504783 Thermo Scientific Cimarec+ S88854100 BOD Existing Stir plate 103 Chemistry Lab 176080503327 Fisher Scientific 11-510-49S BOD Existing Stir plate 103 Chemistry Lab 1762071008033 Fisher Scientific 11-510-49S BOD Existing Reactor 103 Chemistry Lab 22060C0248 Hach 30x16mm wells(Double Chamber) 4 Dishwashers

4.1 Dishwasher Existing Dishwasher 103 Chemistry Lab 18441644 Miele PG8583 (Wet Chem)

4.2 Dishwasher Existing Dishwasher 106 Sample Rec. 1391501 Miele G7883 (Sampling Room)

4.3 Dishwasher Future Dishwasher 103 Chemistry Lab
5 Fumehoods

5.1 Fumehood Existing Fumehood 103 Chemistry Lab N/A Kewaunee N/A

5.2 Fumehood Existing Fumehood 103 Chemistry Lab N/A Labconco N/A

5.3 Fumehood Future Fumehood 103 Chemistry Lab N/A Custom N/A

5.4 Fumehood Future Fumehood 103 Chemistry Lab N/A Custom N/A 6 pH Station
pH Existing Meter 103 Chemistry Lab XL94107848 Fisher Scientific Accumet XL250 pH Existing Probe 103 Chemistry Lab 20062014P Fisher Scientific Accu-pHast Electrode pH Existing Stir plate 103 Chemistry Lab C2710028071639710 Thermo Scientific Cimarec+ S88857100 7 Refrigerators/
Freezer

7.1 Refrigerator Existing Storage 107 Sample Reten. 8647622-1602 American Biotech Supply Sample Refrigerator:

7.2 Refrigerator Existing Storage 103 Chemistry Lab 2022 03 000023 Summit Appliance Main Lab #1

7.3 Refrigerator Existing Storage 103 Chemistry Lab 1B0122Z0007JB9HHHE10296 Hisense Main Lab #2:

7.4 Refrigerator Existing Storage 109 Instrument Lab 32KHS05741 Hisense IC Room:

7.5 Refrigerator Existing Storage 106 Sample Rec. JM1111HYT091300092J1 American Biotech Supply Explosive Refrigerator

7.6 Refrigerator Existing Storage 101 Media Prep 2206001475 Magic Chef HMAR265BE: Bacti 115 V Receptacle 0.8 amps

7.7 Refrigerator Existing Storage 101 Media Prep 2206008732 Magic Chef HMAR265BE: Bacti 115 V Receptacle 0.8 amps

7.8 Refrigerator Existing Storage 107 Sample Reten. 8647622-1602 American Biotech Supply Sample Refrigerator:

7.9 Freezer Existing Storage 106 Sample Rec. LT231535 Vissani DCM5QRBWW 115 VAC Receptacle 1.7 amps

7.10 Refrigerator Future Storage 103 Chemistry Lab 32KHS05741 Hisense

7.11 Refrigerator Future Storage 109 Instrument Lab 32KHS05741 Hisense

7.12 Refrigerator Future Storage 127 Lactation Room 32KHS05741 Hisense 8 Spectrometer
Spectrometer Existing Meter 103 Chemistry Lab 2060277 Hach DR6000 9 Turbidity Station
Turbidity Existing Meter 103 Chemistry Lab 2032071 Hach TU5200 10 Discrete Analyzer
Analyzer Existing Analytical 103 Chemistry Lab 861000513366 Thermo Fisher Scientific Thermo Gallery Discrete Analyzer 11 Langelier Index
Calcium Existing Photometer 103 Chemistry Lab 906300153111 Hanna Instruments Calcium & Magnesium Photometer Handheld Existing IPAD 103 Chemistry Lab NHQYWXHT9L Apple IPAD Pro (11in.) 3rd Gen.

Handheld Existing Analyzer 103 Chemistry Lab 005U e-sens e-Roam 100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124
EQUIPMENT LIST 1
A-1.3

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
GENERAL NOTES:

1. EQUIPMENT LISTED UNDER ONE NUMBER IS LOCATED IN CLOSE PROXIMITY TO EACH OTHER.

2. EQUIPMENT LISTED UNDER THE SAME NAME, BUT UNDER DIFFERENT NUMBERS INDICATES THAT THE EQUIPMENT IS LOCATED IN DIFFERENT LOCATIONS.

3. LABORATORY EQUIPMENT WILL BE PROVIDED AND INSTALLED BY REDLANDS CITY, UNLESS OTHERWISE NOTED ON DRAWINGS.
5-14-2025 20 6/11/2025 6/11/2025

INCLUDES MULTIPLE PIECES OF EQUIPMENT

NOT LISTED, BUT INSTALL AND LOCATED BY

CITY OF REDLANDS, TO REMAIN

EQUIPMENT LIST LEGEND

INCLUDES MULTIPLE PIECES OF EQUIPMENT

NOT LISTED, BUT INSTALL AND LOCATED BY
CITY OF REDLANDS.

EQUIPMENT LIST LEGEND
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126
PLAN
TAG

EXISTING LAB

EQUIPMENT LIST

EXISTING /
FUTURE MAJOR EQUIPMENT NAME LABROOM # LAB ROOM NAME SERIAL # MANUFACTURER & MODEL # VOLTAGE POWER

REQUIREMENT
POWER
(FLA/KVA/KW)

NOTES / COMMENTS
12 Septic
Analyzer Existing Multi-Meter 106 Sample Rec. TA06210397 Hanna Instruments HI991300 Analyzer Existing Probe 106 Sample Rec. 1031045N Hanna Instruments HI12883 13 Type II Water
Dispenser Existing Pure Flex 2 103 Chemistry Lab FLB00015648 Veolia/ELGA PF2XXXXM1-US 14 Ovens & Furnace

14.1 Solids Existing Support 106 Sample Rec. 43080124 Fisher Brand Isotemp General Purpose Oven 100-120V Dedicated Receptacle 13.8 amps/1.66 KW

14.2 Solids Existing Support 106 Sample Rec. 43079942 Fisher Brand Isotemp General Purpose Oven 100-120V Dedicated Receptacle 13.8 amps/1.66 KW

14.3 Solids Existing Support 106 Sample Rec. J3270055 Yamato Muffle Furnace 220V Dedicated Receptacle 18.5 Amps 15 Moisture Balances
Total Solids Existing Moisture Balance 103 Chemistry Lab P1019666 A&D Company AND MX-50 100-120V Receptacle 3 amps Total Solids Existing Moisture Balance 103 Chemistry Lab P1063325 A&D Company AND MF-50 100-120V Receptacle 3 amps Total Solids Existing Moisture Balance 103 Chemistry Lab C325357913 Ohaus MB27 100-120V Receptacle 3 amps 16 Volatile Acids
Volatile Acids Existing Support 103 Chemistry Lab C1710015051501443 Fisher Brand Hot Plate 100-120V Dedicated Receptacle 13 amps Volatile Acids Existing Support 103 Chemistry Lab C1756150102420 Thermo Scientific Hot Plate 100-120V Dedicated Receptacle 8.80 amps Volatile Acids Existing Support 103 Chemistry Lab C1756130736176 Thermo Scientific Hot Plate 100-120V Dedicated Receptacle 8.80 amps Volatile Acids Existing Support 103 Chemistry Lab 43121822 Thermo Scientific Centifuge: Sorvall ST Plus Series 100-240V Receptacle 8.5 amps/ 850 W 17 Anions
Anions Existing Analyzer 109 Instrument Lab 22053159 Thermo Scientific Dionex Integrion HPIC System 100-240V Receptacle 5.0 amps Anions Existing Support 109 Instrument Lab 22063537 Thermo Scientific AS=AP AutoSampler 100-240V Receptacle 4.0 amps 18 Perchlorate
Instrument
Perchlorate Existing Analyzer 109 Instrument Lab 19090979 Thermo Scientific Dionex Integrion HPIC System 100-240V Receptacle 5.0 amps Perchlorate Existing Support 109 Instrument Lab 11030369 Thermo Scientific AS-DV Autosampler 100-240V Receptacle 1.0 amps Perchlorate Existing Support 109 Instrument Lab V0015495 Thermo Scientific AXP Pump 100-240V Receptacle 1.0 amps/45 W 19 TOC Instrument
TOC Existing Analyzer 109 Instrument Lab 22B107725 Xylem O-I-Analytical Aurora Model 1030 115V Receptacle 6.3 amps TOC Existing Support 109 Instrument Lab E921788286 Xylem Autosampler Model 1088 100-240V Receptacle 4 amps 20 Ultra Sonic Bath
Instrumentation Existing Support 109 Instrument Lab BGP112164480B Emeerson-Branson Ultra Sonic Bath: CPX5800 120V Receptacle 1.5 amps/40 W 21 Vortex
Instrumentation Existing Support 109 Instrument Lab 152954 Cole-Palmer Vortex 120V Receptacle 50 W 22 Distillator
Distillator Existing Production 101 Media Prep BN2306DOO9-PSON (1) Pure & Secure LLC Mini Classic CT 120 V Receptacle 13 amps Distillator Existing Production 101 Media Prep BN2306DOO9-PSON (1) Pure & Secure LLC Mini Classic CT 120 V Receptacle 13 amps 23 Flourescence/ UV
Lamp
Flourescence Existing Support Item 102 Microbiology 2210648 Idexx Long Wave UV 365 nm Lamp 120 V Receptacle 120 W Flourescence Existing Support Item 102 Microbiology 2210648 Idexx Analysis Cabinet N/A N/A N/A 24 Spore Heating Block
Spore Existing Heating Device 101 Media Prep BA22CAQ0000869 Scilogex SCI120-S Spore Block 100-120 V Receptacle 170 W 25 Colony Counter
HPC Existing Darkfield Colony Counter 102 Microbiology 01748-0507 Reichert Quebec 3325 Darkfield Colony Counter 120 V Receptacle 40W 26 Hot Plate
Media Existing Heating Device N/A Various Locations M3710028052101619 Thermo Scientific SP88857100 Hot Plate+Stirrer 100-120 V Receptacle 13 amps 27 Water Bath
Water Bath Existing Heating Device 102 Microbiology 300395267 Thermo Scientific Precision CIR 35 100-115 V Receptacle 12 amps 28 Incubators

28.1 Incubator 27 Heating Device 102 Microbiology 12015809 VWR Model 1555 Incubator 120 V Receptacle 8.5 amps

28.2 Incubator Existing Heating Device 102 Microbiology 12015909 VWR Model 1555 Incubator 120 V Receptacle 8.5 amps 100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124
EQUIPMENT LIST 2
A-1.4

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
GENERAL NOTES:

1. EQUIPMENT LISTED UNDER ONE NUMBER IS LOCATED IN CLOSE PROXIMITY TO EACH OTHER.

2. EQUIPMENT LISTED UNDER THE SAME NAME, BUT UNDER DIFFERENT NUMBERS INDICATES THAT THE EQUIPMENT IS LOCATED IN DIFFERENT LOCATIONS.

3. LABORATORY EQUIPMENT WILL BE PROVIDED AND INSTALLED BY REDLANDS CITY, UNLESS OTHERWISE NOTED ON DRAWINGS.
5-14-2025 21 6/11/2025 6/11/2025

INCLUDES MULTIPLE PIECES OF EQUIPMENT

NOT LISTED, BUT INSTALL AND LOCATED BY

CITY OF REDLANDS, TO REMAIN

EQUIPMENT LIST LEGEND

INCLUDES MULTIPLE PIECES OF EQUIPMENT

NOT LISTED, BUT INSTALL AND LOCATED BY
CITY OF REDLANDS.

EQUIPMENT LIST LEGEND
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126
PLAN
TAG

EXISTING LAB

EQUIPMENT LIST

EXISTING /
FUTURE MAJOR EQUIPMENT NAME LABROOM # LAB ROOM NAME SERIAL # MANUFACTURER & MODEL # VOLTAGE POWER

REQUIREMENT
POWER
(FLA/KVA/KW)

NOTES / COMMENTS
29 Quanti-Tray
Quanti-Tray Existing Sealer Device 102 Microbiology QTP13201400945 Idexx Idexx Quanti-Tray Sealer Model Plus 115 V Receptacle 6 amps 30 Autoclaves

30.1 Sterilization Existing Support 101 Media 22081104 Tuttnauer Autoclave 230 V Dedicated Receptacle 13 amps

30.2 Sterilization Existing Support 101 Media 22121109 Tuttnauer Autoclave 230 V Dedicated Receptacle 13 amps 31 Tecta
Tecta Existing Analyzer 102 Microbiology TB16A30001016
Tecta-PDS/Idexx Tecta B16: Automated Microbiology
Testing System
100-120 V Receptacle 13 amps
49 cm (W) x 64 cm (D) x 36 cm
(H)
Tecta Existing Support 102 Microbiology 4B2329P01714 APC BX1350M: Back Up Battery 100-120 V Receptacle 13 amps 32 Canopy Hood
Canopy Hood Existing Suport 106 Sample Rec. Custom 100-120 V Receptacle 10.2 amps 33 PC
Instrumentation Future PC System 103 Chemistry Lab GCMS 5977C 120 VAC Receptacle 1000 VA 34 Automated BOD
BOD Existing Automated BOD 103 Chemistry Lab Mantech AM402 92 cm (W) x 74 cm (D) x 82 cm
(H)
35 BOD Incubators

35.1 BOD Existing Incubator 103 Chemistry Lab 2018071081089 Fisher 11-679-25C

35.2 BOD Existing Incubator 103 Chemistry Lab 43143255 Thermo Fisher Isotemp Peltier 381L Incubator 100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124
EQUIPMENT LIST 3
A-1.5

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
GENERAL NOTES:

1. EQUIPMENT LISTED UNDER ONE NUMBER IS LOCATED IN CLOSE PROXIMITY TO EACH OTHER.

2. EQUIPMENT LISTED UNDER THE SAME NAME, BUT UNDER DIFFERENT NUMBERS INDICATES THAT THE EQUIPMENT IS LOCATED IN DIFFERENT LOCATIONS.

3. LABORATORY EQUIPMENT WILL BE PROVIDED AND INSTALLED BY REDLANDS CITY, UNLESS OTHERWISE NOTED ON DRAWINGS.
5-14-2025 22 6/11/2025 6/11/2025

INCLUDES MULTIPLE PIECES OF EQUIPMENT

NOT LISTED, BUT INSTALL AND LOCATED BY

CITY OF REDLANDS, TO REMAIN

EQUIPMENT LIST LEGEND

INCLUDES MULTIPLE PIECES OF EQUIPMENT

NOT LISTED, BUT INSTALL AND LOCATED BY
CITY OF REDLANDS.

EQUIPMENT LIST LEGEND
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126
2'-6" 2'-6" 2'-6" 2'-6" 2'-6"
3'-0"

CEILING

SNORKEL
OUTLET

MONUMENTS OUTLET

MONUMENTS GAS NOZZLES

FUTURE TABLE

BY OWNER

FINISH FLOOR
9'-0"

POWER POLE

SNORKEL

GAS NOZZLES

REFRIGERATOR
#7.2

CEILING

FINISH FLOOR
9'-0"
3'-1"
1'-10" 8" 1'-10"
2'-6" 2'-6" 2'-6" 2'-6" 2'-6"
3'-0"

SNORKEL
OUTLET

MONUMENTS
OUTLET

MONUMENTS
GAS

NOZZLES
FUTURE

TABLE BY
OWNER
REFRIGERATOR #7.2

CEILING

FINISH FLOOR
9'-0"

POWER POLE
3'-0"

POWER POLE

GAS NOZZLES

CEILING

FINISH FLOOR
9'-0"
1'-10" 8" 1'-10"

SNORKEL
A-1.6 1
A-1.6
2 3 A-1.6
A-1.6
4 FIXED CORE UTILITY

CHASE BENCHES

VAC AIR
TBD

TSS TDS
TBD

DISCRETE

ANALYZER

SNORKEL ABOVE
OUTLET

MONUMENTS

FUTURE TABLE

BY OWNER
OUTLET

MONUMENTS

GAS NOZZLES
REFRIGERATOR #7.2
BELOW

POWER POLE
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

CHEMISTRY LAB SOLIDS COUNTER ENLARGED FLOOR

PLAN AND ELEVATIONS
A-1.6

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A-1.1 3/4" = 1'-0"
1 CHEMISTRY LAB SOLIDS COUNTER ELEVATION - WEST
A-1.1 3/4" = 1'-0"
2 CHEMISTRY LAB SOLIDS COUNTER ELEVATION - NORTH
A-1.1 3/4" = 1'-0"
3 CHEMISTRY LAB SOLIDS COUNTER ELEVATION - EAST
A-1.1 3/4" = 1'-0"
4 CHEMISTRY LAB SOLIDS COUNTER ELEVATION - SOUTH
3/4" = 1'-0"

SOLIDS COUNTER ENLARGED FLOOR PLAN
GENERAL NOTES:

1. REFER TO SHEETS A-1.3 TO A-1.5 FOR EQUIPMENT LIST.
5-14-2025 23 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126
2'-6" 2'-6" 2'-6" 2'-6" 7" 2'-0"
4'-0" 3'-0"

POINT-OF-USE

EXHAUST PORT
KNEE
SPACE

METAL STUD

PARTITION WALL,

SEE PARTITION
TYPES

PEGBOARD

GAS NOZZLES GAS NOZZLES

POWER STRIPS

CEILING

FINISH FLOOR
9'-0"
1'-10" 8" 1'-10"
3'-1" 4'-0"

POINT-OF-USE

EXHAUST PORT

METAL STUD

PARTITION WALL,

SEE PARTITION
TYPES

CEILING

FINISH FLOOR
9'-0"
3'-0"3'-0"
2'-0" 7" 2'-0" 6" 2'-6" 2'-6" 2'-6" 4"
4'-0"

POINT-OF-USE

EXHAUST PORT

METAL STUD

PARTITION WALL,

SEE PARTITION
TYPES
DISHWASHER #4.1

PEGBOARD

GAS NOZZLES GAS NOZZLES

POWER STRIPS

CEILING

FINISH FLOOR
9'-0"
3'-0"
4'-6"

METAL STUD

PARTITION WALL,

SEE PARTITION
TYPES

PEGBOARD
DISHWASHER #4.1

EYEWASH

CEILING

FINISH FLOOR
9'-0"
4'-0"
A-1.7 1
A-1.7
2 3 A-1.7
A-1.7
4 STAINLESS STEEL
COUNTERTOP @ SINK ONLY

FIXED BENCHES
POU

EXHAUST
VAC
AIR

BOD AUTOMATED BOD

PH METER TURBIDITY SPEC

KNEE SPACE
BELOW
DISHWASHER #4.1
BELOW

METAL STUD PEGBOARD PARTITION WALL,

SEE PARTITION
TYPES
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

CHEMISTRY LAB BOD COUNTER ENLARGED FLOOR

PLAN AND ELEVATIONS
A-1.7

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A-1.1 3/4" = 1'-0"
1 CHEMISTRY LAB BOD COUNTER ELEVATION - WEST
A-1.1 3/4" = 1'-0"
2 CHEMISTRY LAB BOD COUNTER ELEVATION - NORTH
A-1.1 3/4" = 1'-0"
3 CHEMISTRY LAB BOD COUNTER ELEVATION - EAST
A-1.1 3/4" = 1'-0"
4 CHEMISTRY LAB BOD COUNTER ELEVATION - SOUTH
3/4" = 1'-0"

BOD COUNTER ENLARGED FLOOR PLAN
GENERAL NOTES:

1. REFER TO SHEETS A-1.3 TO A-1.5 FOR EQUIPMENT LIST.
5-14-2025 24 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126
2'-0" 7" 2'-0" 6" 2'-6" 2'-6" 2'-6" 4"
4'-0" 3'-1"

POINT-OF-USE

EXHAUST PORT

METAL STUD

PARTITION WALL,

SEE PARTITION
TYPES

PEGBOARD

GAS NOZZLES GAS NOZZLES

POWER STRIPS

CEILING

FINISH FLOOR
9'-0"
DISHWASHER #4.3
3'-0"
4'-6"

METAL STUD

PARTITION WALL,

SEE PARTITION
TYPES

PEGBOARD
DISHWASHER #4.3

EYEWASH

CEILING

FINISH FLOOR
9'-0"
4'-0"
2'-6" 2'-6" 2'-6" 2'-6" 7" 2'-0" 4"
4'-0" 3'-0"
KNEE
SPACE

POINT-OF-USE

EXHAUST PORT

METAL STUD

PARTITION WALL,

SEE PARTITION
TYPES

PEGBOARD

GAS NOZZLES GAS NOZZLES

POWER STRIPS

CEILING

FINISH FLOOR
9'-0"
3'-0"
1'-10" 8" 1'-10"
4'-0"

POINT-OF-USE

EXHAUST PORT

METAL STUD

PARTITION WALL,

SEE PARTITION
TYPES

CEILING

FINISH FLOOR
9'-0"
A-1.8 1
A-1.8
2 3 A-1.8
A-1.8
4 STAINLESS STEEL
COUNTERTOP @

SINK ONLY

FIXED BENCHES
POU

EXHAUST VAC
AIR
DISHWASHER #4.3
BELOW

ALKALINITY AMMONIA

TBD TBD

METAL STUD

PARTITION WALL,

SEE PARTITION
TYPES
KNEE
SPACE
BELOW
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

CHEMISTRY LAB SPEC/ ALKALINITY/ TURBIDITY

COUNTER ENLARGED FLOOR PLAN AND ELEVATIONS
A-1.8

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A-1.1 3/4" = 1'-0"
1 CHEMISTRY LAB SPEC/ ALKALINITY/ TURBIDITY COUNTER ELEVATION - WEST A-1.1 3/4" = 1'-0"
2 CHEMISTRY LAB SPEC/ ALKALINITY/ TURBIDITY COUNTER ELEVATION - NORTH A-1.1 3/4" = 1'-0"
3 CHEMISTRY LAB SPEC/ ALKALINITY/ TURBIDITY COUNTER ELEVATION - EAST A-1.1 3/4" = 1'-0"
4 CHEMISTRY LAB SPEC/ ALKALINITY/ TURBIDITY COUNTER ELEVATION - SOUTH 3/4" = 1'-0"

SPEC/ ALKALINITY/ TURBIDITY COUNTER ENLARGED FLOOR PLAN GENERAL NOTES:

1. REFER TO SHEETS A-1.3 TO A-1.5 FOR EQUIPMENT LIST.
5-14-2025 25 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126
3'-0"
2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 4"

SNORKEL
OUTLET

MONUMENTS GAS NOZZLES
OUTLET

MONUMENTS

FUTURE TABLE

BY OWNER

CEILING

FINISH FLOOR
9'-0"

POWER POLE
1'-10" 8" 1'-10"
3'-0"

SNORKEL

GAS NOZZLES

CEILING

FINISH FLOOR
9'-0"

POWER POLE
2'-6" 2'-6" 2'-6" 2'-6" 2'-6"

SNORKEL
OUTLET

MONUMENTS GAS NOZZLES
OUTLET

MONUMENTS

FUTURE TABLE

BY OWNER

CEILING

FINISH FLOOR
9'-0"
3'-0"

POWER POLE
1'-10" 8" 1'-10"

POWER POLE

GAS NOZZLES

CEILING

FINISH FLOOR
9'-0"
3'-1"

SNORKEL
A-1.9 1
A-1.9
2 3 A-1.9
A-1.9
4 TBD

STATION

FIXED CORE UTILITY

CHASE BENCHES
VAC
AIR

TBD TBD
TBD

CENTRIFUGE

SNORKEL ABOVE
OUTLET

MONUMENTS

FUTURE TABLE

BY OWNER
OUTLET

MONUMENTS

GAS NOZZLE

POWER POLE
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

CHEMISTRY LAB TBD COUNTER ENLARGED FLOOR

PLAN AND ELEVATIONS
A-1.9

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A-1.1 3/4" = 1'-0"
1 CHEMISTRY LAB TBD COUNTER ELEVATION - WEST
A-1.1 3/4" = 1'-0"
2 CHEMISTRY LAB TBD COUNTER ELEVATION - NORTH
A-1.1 3/4" = 1'-0"
3 CHEMISTRY LAB TBD COUNTER ELEVATION - EAST
A-1.1 3/4" = 1'-0"
4 CHEMISTRY LAB TBD COUNTER ELEVATION - SOUTH
3/4" = 1'-0"

TBD COUNTER ENLARGED FLOOR PLAN
GENERAL NOTES:

1. REFER TO SHEETS A-1.3 TO A-1.5 FOR EQUIPMENT LIST.
5-14-2025 26 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126
T ecton ic Cop yright 207
A-1.10 3
A-1.10
2 (N) FUME HOOD #5.4 (N) FUME HOOD #5.3

SPACE FOR SCRUBBER
KNEE
SPACE
BELOW

GLASS CABINETS

VOLATILE ACID

DIGESTER INSIDE

EXTRACTION
INSIDE

PORTABLE
METERS
PC

REFRIGERATOR
#7.10 BELOW
OUTLET

MONUMENTS

FUTURE TABLE

BY OWNER
OUTLET

MONUMENTS

GAS NOZZLES

POWER POLE
5'-3" 2'-6" 2'-0"
KNEE
SPACE

PC PROVIDED BY
OWNER

CEILING

FINISH FLOOR
9'-0"
3'-0" 1'-1"

END PANEL BY

COUNTERTOP
MANUFACTURER.

MATCH
COUNTERTOP.
2'-6"
2'-0" 2'-6" 2'-6" 2'-6" 6" 3'-0" 3'-0" 3'-0" 3'-0"
SEE GENERAL NOTE 1
REFRIGERATOR #7.10
FUME HOOD #5.3 FUME HOOD #5.4

CEILING

FINISH FLOOR
9'-0"
D
A-11.1
D
A-11.1
D
A-11.1
D
A-11.1
1'-1" 2'-0" 2'-0" 2'-0" 2'-0"
2'-6"
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

CHEMISTRY LAB NORTHERN AND EASTERN WALL

COUNTERS ENLARGED FLOOR PLAN AND ELEVATIONS
A-1.10

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
3/4" = 1'-0"
CHEMISTRY LAB N. & E. WALL COUNTERS ENLARGED FLOOR PLAN A-1.1 3/4" = 1'-0"
2 CHEMISTRY LAB INTERIOR ELEVATION - NORTH
A-1.1 3/4" = 1'-0"
3 CHEMISTRY LAB INTERIOR ELEVATION - EAST
N
GENERAL NOTES:

1. NEW FUME HOODS AND BASE CABINETS SUPPLIED
BY OWNER, INSTALLED BY CONTRACTOR.

2. REFER TO SHEETS A-1.3 TO A-1.5 FOR EQUIPMENT
LIST.
5-14-2025 27 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126
3 A-1.11
KNEE
SPACE
BELOW

GLASS CABINETS
(R) FUME HOOD #5.1 (R) FUME HOOD #5.2

CW & CS

ACID BASE
BELOW

CW & CS

ACID BASE
BELOW
SS
VAC
AIR

GLASS CABINETS

DI, UPW,
EW

TOTAL SOLIDS

MOISTURE BALANCE
INSIDE

DIGESTER
BLOCK
REFRIGERATOR #7.3
BELOW

WALL CHASE
3'-0" 3'-0" 3'-0"
KNEE
SPACE

CEILING
FINISH FLOOR 9'-0"
2'-6" 2'-6" 2'-6" 2'-6"
2'-6"
4'-0"
3'-6" 3'-6" 4'-0"

CEILING
FINISH FLOOR 9'-0"
2'-6" 2'-6" 2'-6" 2'-6" 3'-6"
3'-0" 3'-0"
3'-0" 3'-0" 3'-0" 3'-0"
SEE GENERAL NOTE 1
REFRIGERATOR #7.3
FUME HOOD #5.2 FUME HOOD #5.1
D
A-11.1
D
A-11.1
E
A-11.1
E
A-11.1
2'-6"
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

CHEMISTRY LAB WESTERN AND SOUTHERN WALL

COUNTERS ENLARGED FLOOR PLAN AND ELEVATIONS
A-1.11

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
N
1/2" = 1'-0"

CHEMISTRY LAB WEST WALL COUNTER ENLARGED FLOOR PLAN
1/2" = 1'-0"

CHEMISTRY LAB SOUTH WALL COUNTER ENLARGED FLOOR PLAN
A-1.1 1/2" = 1'-0"
3 CHEMISTRY LAB INTERIOR ELEVATION - WEST
A-1.1 1/2" = 1'-0"
N 4 CHEMISTRY LAB INTERIOR ELEVATION - SOUTH
GENERAL NOTES:

1. NEW FUME HOODS AND BASE CABINETS SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR.

2. REFER TO SHEETS A-1.3 TO A-1.5 FOR EQUIPMENT LIST.
5-14-2025 28 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126
2'-6" 2'-6" 2'-6" 2'-6" 1'-10" 6"
3'-0" 3'-0" 3'-0"

CEILING

FINISH FLOOR
2'-6"
9'-0"
1'-10" 2'-6" 3'-6"
1'-1"
AUTOCLAVE #30.2
TABLE
REFRIGERATOR #7.7

EYEWASH

WALL CHASE
2'-6"

CEILING

FINISH FLOOR
9'-0"
11"
A-1.12
2 1
SINK
EW

AUTOCLAVES
REQUIRE 220 V

HOT PLATE

BALANCE WITH

MARBLE BLOCK

SPORE HEATING BLOCK
AUTOCLAVE #30.1 AUTOCLAVE #30.2
A-1.12
3 TABLE
REFRIGERATOR #7.7
BELOW
REFRIGERATOR #7.6

BELOWDISTILLATOR

GLASS CABINETS

MEDIA PREP
111

WALL CHASE

CHASE UNDER

COUNTER
AUTOCLAVE #30.1 AUTOCLAVE #30.2
TABLE
REFRIGERATOR #7.6 REFRIGERATOR #7.7

CEILING

FINISH FLOOR
9'-0"
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

MEDIA PREP ENLARGED FLOOR PLAN AND

ELEVATIONS
A-1.12

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A-1.1 3/4" = 1'-0"
2 MEDIA PREP INTERIOR ELEVATION - SOUTH
A-1.1 3/4" = 1'-0"
1 MEDIA PREP INTERIOR ELEVATION - WEST
3/4" = 1'-0"

N MEDIA PREP ENLARGED FLOOR PLAN
A-1.1 3/4" = 1'-0"
3 MEDIA PREP INTERIOR ELEVATION - NORTH
GENERAL NOTES:

1. REFER TO SHEETS A-1.3 TO A-1.5 FOR EQUIPMENT LIST.
5-14-2025 29 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126
1'-10" 2'-6" 2'-6" 2'-6" 2'-6"
INCUBATOR #28.1 INCUBATOR #28.2

CEILING

FINISH FLOOR
9'-0"
1'-10" 2'-6" 2'-6" 4'-10" 1'-10"

KNEE SPACE

CEILING

FINISH FLOOR
9'-0"
2'-6" 2'-6" 2'-6" 5'-0" 1'-10"

KNEE SPACE

CEILING

FINISH FLOOR
9'-0"
A-1.13
3 2
1 KNEE
SPACE
BELOW
INCUBATOR #28.1 INCUBATOR #28.2

INFILL EXISTING

RECESSED FLOOR

FLUSH WITH LAB
FLOOR. SEE
STRUCTURAL.

COLONY

COUNTER
QUANTITRAY
WATER

BATH FLOURECENSE TECTA
KNEE
SPACE
BELOW

MICROBIOLOGY
112
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

MICROBIOLOGY ENLARGED FLOOR PLAN AND

ELEVATIONS
A-1.13

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A-1.1 3/4" = 1'-0"
1 MICROBIOLOGY INTERIOR ELEVATION - NORTH
A-1.1 3/4" = 1'-0"
2 MICROBIOLOGY INTERIOR ELEVATION - WEST
A-1.1 3/4" = 1'-0"
3 MICROBIOLOGY INTERIOR ELEVATION - SOUTH
3/4" = 1'-0"

N MICROBIOLOGY ENLARGED FLOOR PLAN
GENERAL NOTES:

1. REFER TO SHEETS A-1.3 TO A-1.5 FOR EQUIPMENT LIST.
5-14-2025 30 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126
T ecton ic Cop yright 207
1'-11" 2'-6" 2'-6"

PASSTHROUGH
16”W x 16”D x 16”H
1'-1"

CEILING

FINISH FLOOR
9'-0"
2'-6" 2'-6" 5'-0" 2'-6" 2'-6" 3'-6" 2'-6" 1'-9"

CANOPY HOOD
FURNACE #14.3 OVEN #14.2 OVEN #14.1

PEGBOARD
DISHWASHER #4.2

CEILING

FINISH FLOOR
9'-0"
3'-0" 3'-0"
2'-6"

CANOPY HOOD
1 A-1.14
2 FREEZER #7.9 REFRIGERATOR #7.5

STAINLESS STEEL

COUNTERTOP DEEP STAINLESS STEEL

SINGLE BOWL SINK WITH

GOOSE NECK
40W18D18H
DI, EW
OVEN #14.1 OVEN #14.2

PASSTHROUGH
16”W x 16”D x 16”H

EPOXY COUNTER

STAINLESS
STEEL

COUNTERTOP
FURNACE #14.3
DISHWASHER #4.2
BELOW
SEPTIC

WALL CHASE
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

SAMPLE RECEIVING AND INDUSTRIAL WASTE STATION

ENLARGED FLOOR PLAN AND ELEVATIONS
A-1.14

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A-1.1 3/4" = 1'-0"
1 SAMPLE RECEIVING AND INDUSTRIAL WASTE STATION INTERIOR ELEVATION - WEST A-1.1 3/4" = 1'-0"
2 SAMPLE RECEIVING AND INDUSTRIAL WASTE STATION INTERIOR ELEVATION - SOUTH 3/4" = 1'-0"

N SAMPLE RECEIVING AND INDUSTRIAL WASTE STATION ENLARGED FLOOR PLAN GENERAL NOTES:

1. REFER TO SHEETS A-1.3 TO A-1.5 FOR EQUIPMENT LIST.
5-14-2025 31 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126

PORTABLE TABLE FOR
COPIER + WATER SAMPLES

OUTLET ON
THE 2 SIDES
A-1.15 -
2 REFRIGERATOR #7.1 REFRIGERATOR #7.8
1 REFRIGERATOR #7.8 REFRIGERATOR #7.1

CEILING

FINISH FLOOR
9'-0"

CEILING

FINISH FLOOR
9'-0"
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

SAMPLE RETENTION ENLARGED FLOOR PLAN AND

ELEVATIONS
A-1.15

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
3/4" = 1'-0"

SAMPLE RETENTION ENLARGED FLOOR PLAN
A-1.1 3/4" = 1'-0"
2 SAMPLE RETENTION INTERIOR ELEVATION - SOUTH
N
A-1.1 3/4" = 1'-0"
1 SAMPLE RETENTION INTERIOR ELEVATION - NORTH

PORTABLE TABLE FOR
COPIER + WATER SAMPLES
GENERAL NOTES:

1. REFER TO SHEETS A-1.3 TO A-1.5 FOR EQUIPMENT LIST.
5-14-2025 32 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126
3'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6"
1'-1"
1'-10"
KNEE
SPACE
REFRIGERATOR #7.11

EXHAUST DROP

CEILING

FINISH FLOOR
9'-0"
1'-1"
1'-10" 2'-6" 2'-11" 2'-6" 2'-6" 2'-6" 0" 2'-6" 2'-11" 2'-6" 2'-6" 2'-6" 2'-6" GCMS

EXHAUST DROP EXHAUST DROP
KNEE
SPACE
REFRIGERATOR #7.4
KNEE
SPACE

CEILING
FINISH FLOOR 9'-0"

VACUUM CABINETS
3'-0" 3'-0"
2'-6" 2'-6" 2'-6" 5" 1'-10"

EXHAUST
DROP

CEILING
FINISH FLOOR9'-0"
2'-6"
A-1.16
1 2
3 GCMS POU

EXHAUST
KNEE
SPACE
BELOW
KNEE
SPACE
BELOW
HE
N2
O2
HE
N2
O2
HE
N2
O2
KNEE
SPACE
BELOW
ICSMS

POU EXHAUST
VORTEX

PERCHOLATE

INSTRUMENT

ULTRASONIC
BATH
ANIONS
TOC

INSTRUMENT
REFRIGERATOR #7.11
BELOW
REFRIGERATOR #7.4
BELOW

GLASS CABINETS
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

INSTRUMENT LAB ENLARGED FLOOR PLAN AND

ELEVATIONS
A-1.16

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A-1.1 1/2" = 1'-0"
1 INSTRUMENT LAB INTERIOR ELEVATION - NORTH
A-1.1 1/2" = 1'-0"
2 INSTRUMENT LAB INTERIOR ELEVATION - SOUTH
A-1.1 1/2" = 1'-0"
3 INSTRUMENT LAB INTERIOR ELEVATION - EAST
1/2" = 1'-0"

N INSTRUMENT LAB ENLARGED FLOOR PLAN
GENERAL NOTES:

1. REFER TO SHEETS A-1.3 TO A-1.5 FOR EQUIPMENT LIST.
5-14-2025 33 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126

ELECTRICAL
129
OFFICE 1
123
OFFICE 2
120

CONFERENCE
ROOM
119
OFFICE 3
125

CUBICLES
126
OFFICE

SUPPLIES/ MAIL/
COPY
124

LACTATION
ROOM
127
UNISEX

RESTROOM
122

VESTIBULE
121
9 A-7.3
12 11
10 A-7.2
6 7
8 5
9 A-7.2
10 11
12 1 A-7.3
2 3
4 A-7.3
6 8
5 7
1 A-7.2
2 3
4 41
12'-8" 9'-4" 3'-4" 4'-8" 12'-8" 9'-4" 3'-4"
1'-4" 3'-4" 4'-8" 3'-0" 1'-4" 3'-0" 4'-8" 4'-0" 14'-0"
B
A-8.1
34 32
33 30
30 A-12.1
E
SIM
A-12.1
G
A-12.1
E
SIM
39 55
61 35
H
A-12.1
A-7.1
5 83
A-12.1
H
33 33
30 33
30 32
32 95
F
A-8.2
31 13 A-7.2

7.12 - REFRIGERATOR
BELOW

CHAIR BY
OWNER
12" MIN
A
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

ENLARGED FLOOR PLAN OF ADDITION WITH

FURNITURE & CUBICLE LAYOUT
A-1.17

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A-1.1 1/4" = 1'-0"
N 1 ENLARGED FLOOR PLAN - ADDITION AREA
GENERAL NOTES:

1. ALL PORTABLE FURNITURE, CUBICLES, AND OTHER SYSTEM

FURNITURE SHOWN IN THE NEW ADDITION ARE (NOT IN
CONTRACT) NIC AND WILL BE INSTALLED BY OWNER.

2. FURNITURE LAYOUT IS SHOWN FOR PLANNING PURPOSES ONLY.

3. REFER TO SHEETS A-1.3 TO A-1.5 FOR EQUIPMENT LIST.

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT
30 FURNITURE BY OWNER
31 COPIER BY OWNER
32 CHAIR BY OWNER
33 CABINET BY OWNER
34 CONFERENCE ROOM TABLE AND CHAIRS, BY OWNER
35 CUBICLE BY OWNER
39 BUILDING SOFFIT ABOVE
41 PROJECTOR SCREEN
55 NEW SIDEWALK, SEE "C" SHEETS
61 ADA COUNTER
83 FLOOR EXPANSION JOINT
95 FUTURE CUBICLE BY OWNER
A ADDENDUM 1 08/15 VN RC
A
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 34 126

EXISTING TO BE REMODELED NEW CONSTRUCTION
1/4" / 1'-0"
SLOPE
23 27
26 28
13 47
3'-0" 4'-0"
3'-0" 3'-0"
RIDGE
SLOPE
25 27
27 27
27 B
A-13.2
B
A-13.1
13 13
100
101
99 99
99 98
97 97
97 24
1/4" / 1'-0"
47 A
A-2.1
4'-4"
1"

ROOFING SYSTEM

CONNECTION PER

MANUFACTURER

TOP RAIL

4.0 METAL RIB SOLID
PANEL 0.050 ALUMINUM

BOTTOM RAIL

FRONT SIDE INFILL
FRAME
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

ROOF PLAN
A-2.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
N
3/16" = 1'-0"

ROOF PLAN

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT
13 HVAC EQUIPMENT, SEE MECHANICAL
23 CRICKET LINES
24 ROOF EQUIPMENT SCREEN
25 WALKWAY
26 EXISTING ROOF ACCESS HATCH, TO REMAIN
27 EXISTING ROOF DRAIN, TO REMAIN
28 ROOF STAIR WITH WALK THROUGH EXTENSION, SEE "S"SHEETS 47 PVC ROOFING SYSTEM OVER RIGID INSULATION R-30 CI (MIN) 97 EXISTING FAN TO REMAIN, SEE MECHANICAL
98 EXISTING DUCT TO REMAIN, SEE MECHANICAL
99 CAP EXISTING HVAC CURB, SEE MECHANICAL
100 ATTACH DUCT TO EXISTING DUCT WORK AND CAP CURB, SEE MECHANICAL 101 NEW WALKING PAD
1 1/2" = 1'-0"

A ROOF SCREEN DETAIL
5-14-2025 35 6/11/2025 6/11/2025
* NEW CONSTRUCTION AND REROOF

FOR EXISTING BUILING ONLY FOR
PHASE 1 INCLUDING WALKING PADS
AND ROOF STAIRS.
* SEE HVAC SHEETS FOR PHASE 1

WORK, CHANGES ON EXISTING ROOF
SCREEN NOT IN SCOPE. 126

FINISH FLOOR
1197'-4 3/4"

ROOF LEVEL
1210'-8 3/4"
13'-4"

EXISTING NEW CONSTRUCTION

PARAPET LEVEL
1213'-4 3/4"
24 28
16'-0"
69 C
A-13.2 13
13 F
A-8.2
24 106 107

FINISH FLOOR
1197'-4 3/4"

ROOF LEVEL
1210'-8 3/4"

EXISTING NEW CONSTRUCTION
4'-0" 3'-4"

PARAPET LEVEL
1213'-4 3/4"
13'-4"
28 24
16'-0"
67 69
C
A-13.1
2'-0" 5'-4"
88 88
2'-0"
24 13
106 107

FINISH FLOOR
1197'-4 3/4"

ROOF LEVEL
1210'-8 3/4"
13'-4"

NEW CONSTRUCTION EXISTING
67 3'-4" 4'-0"

PARAPET LEVEL
1213'-4 3/4"
24 B 28
A-8.1
A-3.1
6 16'-0"
68 24
13 13
12 106 107
A
A

FINISH FLOOR
1197'-4 3/4"

ROOF LEVEL
1210'-8 3/4"
13'-4"

EXISTING

PARAPET LEVEL
1213'-4 3/4"
28 46
14 A-3.1
5 16'-0"
E
A-8.2
24 13

FINISH FLOOR
1197'-4 3/4"
46 14
15 100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

EXTERIOR ELEVATIONS
A-3.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A-1.1 3/16" = 1'-0"
1 SOUTH ELEVATION
A-1.1 3/16" = 1'-0"
3 EAST ELEVATION
A-1.1 3/16" = 1'-0"
2 NORTH ELEVATION
A-1.1 3/16" = 1'-0"
4 WEST ELEVATION

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT
12 HVAC DUCTWORK, SEE MECHANICAL
13 HVAC EQUIPMENT, SEE MECHANICAL
14 8" HIGH CONCRETE CURB, TYP. SEE "S" SHEETS
15 HOLLOW METAL DOOR AND FRAME, SEE SCHD
24 ROOF EQUIPMENT SCREEN, TO EXTEND 6-INCH BEYOND THE HEIGHT OF

THE APPROVED HVAC EQUIPMENT
28 ROOF STAIR WITH WALK THROUGH EXTENSION, SEE "S"SHEETS 46 PASS-THROUGH
67 ALUMINUM SLIDING WINDOW, SEE SCHD
68 COORDINATE RELOCATION OF EXISTING TANK STORAGE WITH OWNER 69 MASONRY CONTROL JOINT, SEE "S" SHEETS
88 ALUMINUM WINDOW, SEE SCHD
106 FLUTED BLOCK FINISH TO MATCH EXISTING
107 SPLIT FACE BLOCK FINISH TO MATCH EXISTING
A-3.1 3/8" = 1'-0"
5 ENLARGED ENTRY TO SAMPLE RECEIVING AND INDUSTRIAL WASTE STATION _ NTS
6 GAS TANK STORAGE
GENERAL NOTE:

1. 8 CYLINDERS ON SITE, 4 - HELIUM AND 4 - OXYGEN
CY- HE UHP200 - CYL HELIUM UHP 200
8152258705
CY - OX UHP200 - CYL OXYGEN UHP SIZE 200
8152258705
SEE NOTE 1
A ADDENDUM 1 08/15 VN RC
A
PHASE 1 PHASE 1 PHASE 1 RELOCATION OF EQUIPMENT PHASE 1 NOT IN SCOPE LEGEND Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 FUTURE FUTURE
36 126

FINISH FLOOR
1197'-4 3/4"

ROOF LEVEL
1210'-8 3/4"

PARAPET LEVEL
1213'-4 3/4"
A-8.1
A

CHEMISTRY LAB
113

MICROBIOLOGY
112

STORAGE
115

CUBICLES
126

CONFERENCE
ROOM
119
A-8.1
C
A-8.2
D
A-12.1
A
OPP
A-12.2
A
86 74
66 3
4 2'-8" 13'-4"
16'-0"
17 15
80 102

FINISH FLOOR
1197'-4 3/4"

ROOF LEVEL
1210'-8 3/4"

PARAPET LEVEL
1213'-4 3/4"

CHEMISTRY LAB
113
SAMPLE

RETENTION
117

CORRIDOR
104

JANITOR
103

KITCHEN
102
2'-8" 13'-4"
16'-0"
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

BUILDING SECTIONS
A-4.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT
3 FINISH GRADE, SEE "C" SHEETS
4 CONCRETE FOUNDATION, SEE "S" SHEETS
15 HOLLOW METAL DOOR AND FRAME, SEE SCHD
17 2'X4' ACT SYSTEM
66 ALUMINUM DOWNSPOUT, TYP
74 8" CMU WALL
80 PVC ROOFING MEMBRANE OVER RIGID INSULATION
86 ALUMINUM COPING, TYP
102
VAPOR RETARDER, 15-MIL THICK MIN CENTERED IN 4 INCH OF SAND, SEE "S" SHEETS
A-1.1 3/16" = 1'-0"
1 SECTION C
A-1.1 3/16" = 1'-0"
2 SECTION D
A
A ADDENDUM 1 08/15 VN RC
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 37 126
8'-5"
9"
MECH. EQUIP.
114

CLASSROOM
100

BREAKROOM
101

KITCHEN
102

JANITOR
103

CORRIDOR
104

MEN'S LOCKER
106
MEN'S TOIL.
105

SERVER ROOM
107

WOMEN'S
LOCKER
108
ELECT. EQUIP.
109

STORAGE
110
DW

CUBICLES
126

CHEMISTRY LAB
113

INSTRUMENT LAB
118
SAMPLE

RECEIVING AND

INDUSTRIAL

WASTE STATION
116
OFFICE

SUPPLIES/ MAIL/
COPY
124

MEDIA PREP
111

MICROBIOLOGY
112

NON-HAZARDOUS

STORAGE
128

STORAGE
115
SAMPLE

RETENTION
117
OFFICE 1
123
OFFICE 2
120

CONFERENCE
ROOM
119
OFFICE 3
125

ELECTRICAL
129

LACTATION
ROOM
127
UNISEX

RESTROOM
122

VESTIBULE
121
PHASE 1
PHASE 2A

CONSTRUCTION SEQUENCE
BUILD THE OFFICE EXPANSION AND RELOCATION OF UTILITIES AS INDICATED ON CIVIL DRAWINGS.

ADMINISTRATIVE STAFF TO BE RELOCATED INTO THE OFFICE WING BY OWNER. THIS INCLUDES FLEX SPACE FOR LABORATORY TECHNICIANS.

CONTRACT FOR CONSTRUCTION OF THE MICROBIOLOGY AND MEDIA PREPARATION LABORATORIES AND INSTRUMENTATION ROOM. THE CONTRACTOR WILL HAVE FULL ACCESS TO THE WEST SIDE OF

THE LABORATORY, INCLUDING ENTRY FROM THE EXISTING LOBBY, TO PERFORM RENOVATIONS,

WHILE THE EXISTING EAST LABORATORY AREA REMAINS OPERATIONAL WITH ACCESS MAINTAINED FROM THE SOUTH CORRIDOR AND NEW OFFICE EXPANSION.

EXISTING
MINOR PATCH AND REPAIR DURING PHASE 2A
PHASE 2B

MOVE ALL LABORATORY OPERATIONS INTO THE NEWLY RENOVATED WEST LABORATORY AREA AND RENOVATE THE EAST LABORATORY AREA.
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

CONSTRUCTION PHASING FLOOR & SITE PLAN
A-5.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
1/8" = 1'-0"

CONSTRUCTION SEQUENCE PLAN
Sequence of Construction
Number Description
1 SITE DEMOLITION
2 RELOCATE UTILITIES
3 COORDINATE WITH THE OWNER TO PROVIDE A TEMPORARY MCC AND POWER TO ALL EXISTING LOADS ON MCC-OB FROM THE TEMPORARY MCC IN PHASE 2
4 ROUTE THE NEW ELECTRICAL DUCTBANK
5 SEAL EXISTING MECHANICAL ROOM DOOR AND CONSTRUCT NEW DOOR 6 RELOCATE LAB GAS SUPPLY TANKS AND PIPING TO NORTH SIDE OF MECHANICAL ROOM 7 INSTALL NEW CB IN EXISTING MCC-OB TO FEED NEW PANELBOARD LP-D. PROVIDE TEMPORARY FEEDER

FROM MCC-OB TO PANELBOARD LP-D AND STEP DOWN TRANSFORMER XFMR-D 8 INSTALL NEW PANELBOARD LP-OL AND STEP DOWN TRANSFORMER XFMR-OL INSIDE EXISTING

ELECTRICAL ROOM
9 REROOF AND REINSULATE EXISTING BUILDING
10 CONSTRUCT PHASE 1 - NEW ADDITION INCLUDING SIDEWALK IMPROVEMENTS 11 A NEW 4-INCH SANITARY DRAINAGE PIPING WILL BE CONNECTED TO THE SITE SANITARY DRAINAGE

SYSTEM TO SERVE THE NEW BUILDING ADDITION AND NEW UNISEX RESTROOM 12 RELOCATE OPERATIONS/ADMINISTRATION TO NEW ADDITION
13 DEMO PHASE 2A, INCLUDING SUSPENDED CEILING
14 REPLACE ROOFTOP HVAC UNITS ON EXISTING BUILDING, INCLUDING PERSONNEL AREA 15 PROVIDE TEMPORARY MCC TO POWER THE LOADS ON EXISTING MCC-OB DURING REPLACEMENT OF

MCC-OB WITH SWBD-OB
16 CONSTRUCT PHASE 2A
17 REPLACE THE EXISTING MCC-OB WITH THE NEW SWBD-OB IN PHASE 2A 18 POWER THE NEW PANELBOARD LP-D, PACU-1, FIRE ALARM CONTROL PANEL FACP, PANELBOARD LP-OL, EXISTING PANELBOARD TX-C, AND EXISTING PANELBOARD LP--OB IN PHASE 2A FROM THE NEW SWBD-OB IN PHASE 2A
19 UPGRADE IN FLOOR PLUMBING, PATCH AND REPAIR. CONNECT TO SANITARY SEWER 20 MEDIA PREPARATION LABORATORY: THE NEW PLUMBING SYSTEM INCLUDES DOMESTIC COLD WATER,

HOT WATER, DI WATER, SANITARY DRAINS, AND VENTS
21 SAMPLE RECEIVING/DISPENSING: THE NEW PLUMBING SYSTEM INCLUDES DOMESTIC COLD WATER, HOT

WATER, DI WATER, SANITARY DRAINS, VENTS, A NEW DISHWASHER, AND A NEW EMERGENCY EYEWASH 22 CHEMISTRY LABORATORY: THE NEW PLUMBING SYSTEM INCLUDES DOMESTIC COLD WATER, HOT

WATER, DI WATER, SANITARY DRAIN, VENTS, A NEW DISHWASHER, A NEW EMERGENCY EYEWASH, AND

A VACUUM SYSTEM
23 PLUMBING FOR THE NEW EQUIPMENT AND SINKS WILL BE CONNECTED TO THE EXISTING BUILDING

SANITARY DRAINAGE SYSTEM
24 INSTRUMENTATION LABORATORY: THE NEW PLUMBING SYSTEM INCLUDES DOMESTIC COLD WATER,

HOT WATER, DI WATER, SANITARY DRAINS, VENTS, A NEW EMERGENCY EYEWASH, AND COMPRESSED

AIR/OXYGEN/HELIUM/ARGON SERVICE PIPING
25 PATCH AND REPAIR EXISTING CONCRETE SLAB THAT WAS SAWCUT FOR NEW SANITARY DRAIN PIPING 26 RELOCATE EXISTING GAS CHROMATOGRAPHY MASS SPECTROMETER GCMS LAB EQUIPMENT TO NEW

INSTRUMENT LAB
27 POWER EF-3 AND PACU-2 FROM THE NEW SWBD-OB IN PHASE 2B 28 DEMO PHASE 2B
29 CONSTRUCT PHASE 2B
30 PHASE 3, POWER THE NEW CHEMISTRY LAB LOADS FOR PHASE 2B FROM NEW PANELBOARD LP-OL 31 REMOVE THE TEMPORARY MCC, AFTER ALL LOADS ARE CONNECTED TO NEW SWBD-OB AND

PANELBOARDS
32 CHEMISTRY LABORATORY: PLUMBING WORK FOR THE CHEMISTRY LABORATORY WILL BE COMPLETED IN PHASE 2
33 PLUMBING FOR THE NEW EQUIPMENT AND SINKS WILL BE CONNECTED TO THE EXISTING BUILDING

SANITARY DRAINAGE SYSTEM
GENERAL NOTES:

1. THIS IS ONLY FOR GENERAL INFORMATION, SEE THE

CORRESPONDING DISCIPLINE FOR EXACT DETAILS
PER EACH PHASE.

A
A ADDENDUM 1 08/15 VN RC
A
A
BY OWNER. A

NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 38 126

EXISTING NEW CONSTRUCTION
18 19
20 20
17 21
22 103
103
87 87 87
18 18
18 18
104
96 96

GYP BOARD

SUSPENDED CEILING
SYSTEM

LIGHTING FIXTURE

RETURN DIFFUSER

SUPPLY DIFFUSER

LIGHTING FIXTURE NO SCOPE

LIGHTING FIXTURE

SNORKEL OPENING
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

REFLECTED CEILING PLAN
A-6.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
3/16" = 1'-0"

REFLECTED CEILING PLAN
REF. CLG. PLAN LEGEND
N

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT
17 2'X4' ACT SYSTEM
18 EXHAUST DROPS, TYP
19 2'X4' LIGHT FIXTURE, SEE "E" SHEETS
20 SNORKEL, TYP
21 2'X2' SUPPLY DIFFUSER, SEE "H" SHEETS
22 2'X2' RETURN DIFFUSER, SEE "H" SHEETS
87 GYP BOARD CEILING. SEE HVAC DRAWING M-4. EXTENT OF WORK TO BE

FIELD VERIFIED AND COORDINATED WITH THE APPROVED EQUIPMENT 96 FUME HOOD, TRIM RING NEEDED AT FUME HOOD EXHAUST
103 POWER POLE
104 OVEN CANOPY
5-14-2025 39 6/11/2025 6/11/2025 NOT IN SCOPE A ADDENDUM 1 08/15 VN RC

KEYNOTE LEGEND

FIELD VERIFIED AND COORDINATED WITH THE APPROVED EQUIPMENT 96 FUME HOOD, TRIM RING NEEDED AT FUME HOOD EXHAUST
103 POWER POLE
104 OVEN CANOPY
126

CEILING
FINISH FLOOR9'-0"
DA-111
CT-2
4'-0"
MAX
R-8

CEILING

FINISH FLOOR
9'-0"
CT-2
R-5
R-3
R-5
R-2
R-6
R-4
R-7
CT-2

CEILING

FINISH FLOOR
9'-0"
R-3
R-1
R-6
R-4
R-2

CEILING

FINISH FLOOR
CT-2
9'-0"
GENERAL NOTES:

1. PROVIDE WOOD BLOCKING AS REQUIRED FOR ALL TOILET ACCESSORIES.

2. WALL MOUNTED ACCESSORIES SHALL BE MOUNTED IN ACCORDANCE WITH REACH LIMITS APPLICABLE TO INSTALLATION LOCATION:
- MAXIMUM UNOBSTRUCTED FORWARD OR SIDE REACH IS 48".
- MAXIMUM OBSTRUCTED FORWARD REACH IS 44".
- MAXIMUM OBSTRUCTED SIDE REACH IS 46".

TOILET PAPER DISPENSER
17" - 18"
12" MIN
36" MIN
7" - 9"
33" - 36"
24" MIN
33" - 36"
12" MAX
42" MIN

FINISH FLOOR
48" MAX

SEAT COVER DISPENSER PAPER TOWEL DISPENSER
(2)
MAX
17" - 19"
MIRROR ABOVE LAVATORY SOAP DISPENSER (2) 40" MAX
54" MIN
19" MIN
40" MAX40" MAX40" MAX
WATER CLOSET WALL MOUNTED HOOKS (2) LAVATORY
34" MAX
27" MIN

FINISH FLOOR

FIRE EXTINGUISHER/CABINET

CABINET W/A
4" MIN

SIGN LOCATION
AND INSTALLATIONOF SYMBOL 58''-60'' TO CENTERLINE

KICK- PLATE
10"
34''-48''
48" MAX
60" MAX
A
ø 5'-0"
60"
56"
30"
48"
60" TURNING RADIUS CLEAR FLOOR AREA AT WATER

CLOSET IN HANDICAPPED
STALL

CLEAR FLOOR AREA AT
WATER FOUNTAINS, NONHANDICAPPED STALLS,

SHOWERS AND

LAVATORIES
1 A-7.1 3
4 2
DA-111
7'-2"
6'-7" 3'-4" 4"
R-2
R-4 R-1 R-6
R-3
R-5
R-8
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124
INTERIOR ELEVATIONS 1
A-7.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A-1.1 3/8" = 1'-0"
1 WEST INTERIOR ELEVATION - RESTROOM
A-1.1 3/8" = 1'-0"
2 NORTH INTERIOR ELEVATION - RESTROOM
A-1.1 3/8" = 1'-0"
3 EAST INTERIOR ELEVATION - RESTROOM
A-1.1 3/8" = 1'-0"
4 SOUTH INTERIOR ELEVATION - RESTROOM

TOILET ACCESSORIES SCHEDULE

MARK DESCRIPTION
R-1 TOILET TISSUE HOLDER
R-2 HORIZONTAL GRAB BAR 36"
R-3 SURFACE MOUNTED TOWEL DISPENSER/ WASTE

DISPENSER
R-4 HORIZONTAL GRAB BAR 42"
R-5 SURFACE MOUNTED SOAP DISPENSER
R-6 SEAT COVER DISPENSER
R-7 GLASS MIRROR
R-8 BABY CHANGING STATION

CLEAR FLOOR AREA REQUIREMENTS
GENERAL NOTES:

1. FURNITURE IS NOT SHOWN FOR CLARITY.

2. SEE SHEET A-12.6 FOR SIGNAGE DETAILS.

A-1.17 3/8" = 1'-0"
N 5 UNISEX RESTROOM ENLARGED PLAN
A ADDENDUM 1 08/15 VN RC
A
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 40 126
T ectoni Copyrig ht 207
PT-1

CEILING

FINISH FLOOR
9'-0"
DA-125
PT-1

CEILING

FINISH FLOOR
9'-0"
C
A-11.1
DA-114
PT-1

CEILING

FINISH FLOOR
9'-0"
DA-111

CEILING

FINISH FLOOR
9'-1"
DA-117
PT-1

CEILING

FINISH FLOOR
9'-1"
PT-1

CEILING

FINISH FLOOR
9'-0"
67 WA-123
PT-1

CEILING

FINISH FLOOR
9'-0"
PT-1

CEILING

FINISH FLOOR
9'-0"
DA-112
PT-1

CEILING

FINISH FLOOR
9'-1"
PT-1

CEILING

FINISH FLOOR
9'-0"
67 WA-120
PT-1

CEILING

FINISH FLOOR
9'-0"
PT-1

CEILING

FINISH FLOOR
9'-0"
DA-110
REFRIGERATOR #7.12,
SEE GENERAL NOTE 2
2'-2" 3'-0"
5'-2"

END PANEL BY

COUNTERTOP
MANUFACTURER.

MATCH
COUNTERTOP.

PT-1

CEILING

FINISH FLOOR
9'-0"
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124
INTERIOR ELEVATIONS 2
A-7.2

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A-1.1 3/8" = 1'-0"
1 WEST INTERIOR ELEVATION - VESTIBULE
A-1.1 3/8" = 1'-0"
2 NORTH INTERIOR ELEVATION - VESTIBULE
A-1.1 3/8" = 1'-0"
3 EAST INTERIOR ELEVATION - VESTIBULE
A-1.1 3/8" = 1'-0"
4 SOUTH INTERIOR ELEVATION - VESTIBULE
A-1.1 3/8" = 1'-0"
5 WEST INTERIOR ELEVATION - OFFICE 1
A-1.1 3/8" = 1'-0"
6 NORTH INTERIOR ELEVATION - OFFICE 1
A-1.1 3/8" = 1'-0"
7 EAST INTERIOR ELEVATION - OFFICE 1
A-1.1 3/8" = 1'-0"
8 SOUTH INTERIOR ELEVATION - OFFICE 1
A-1.1 3/8" = 1'-0"
9 WEST INTERIOR ELEVATION - OFFICE 2
A-1.1 3/8" = 1'-0"
10 NORTH INTERIOR ELEVATION - OFFICE 2
A-1.1 3/8" = 1'-0"
11 EAST INTERIOR ELEVATION - OFFICE 2
A-1.1 3/8" = 1'-0"
12 SOUTH INTERIOR ELEVATION - OFFICE 2
GENERAL NOTES:

1. FURNITURE IS NOT SHOWN FOR CLARITY.

2. REFER TO SHEETS A-1.3 TO A-1.5 FOR
EQUIPMENT LIST.

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT
67 ALUMINUM SLIDING WINDOW, SEE SCHD
A-1.1 3/8" = 1'-0"
13 WEST INTERIOR ELEVATION - LACTATION ROOM
5-14-2025 41 6/11/2025 6/11/2025 126
PT-1

CEILING

FINISH FLOOR
9'-0"
DA-115
PT-1

CEILING

FINISH FLOOR
9'-0"
PT-1

CEILING

FINISH FLOOR
9'-0"
88 WA-119
PT-1

CEILING

FINISH FLOOR
9'-0"
PT-1

CEILING

FINISH FLOOR
9'-0"
DA-118
PT-1

CEILING

FINISH FLOOR
9'-0"
PT-1

CEILING

FINISH FLOOR
9'-0"
WA-125
67 PT-1

CEILING

FINISH FLOOR
9'-0"
PT-1 PT-1

CEILING

FINISH FLOOR
9'-0"
DA-113
PT-1 PT-1

CEILING

FINISH FLOOR
9'-0"
DA-112 DA-110
PT-1
PT-1

CEILING

FINISH FLOOR
9'-0"
DA-115 DA-118
88 WA-124
PT-1

CEILING

FINISH FLOOR
9'-0"
DA-114
C
A-11.1
DA-119
PT-1
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124
INTERIOR ELEVATIONS 3
A-7.3

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A-1.1 3/8" = 1'-0"
1 WEST INTERIOR ELEVATION - CONFERENCE ROOM
A-1.1 3/8" = 1'-0"
2 NORTH INTERIOR ELEVATION - CONFERENCE ROOM
A-1.1 3/8" = 1'-0"
3 EAST INTERIOR ELEVATION - CONFERENCE ROOM
A-1.1 3/8" = 1'-0"
4 SOUTH INTERIOR ELEVATION - CONFERENCE ROOM
A-1.1 3/8" = 1'-0"
5 WEST INTERIOR ELEVATION - OFFICE 3
A-1.1 3/8" = 1'-0"
6 NORTH INTERIOR ELEVATION - OFFICE 3
A-1.1 3/8" = 1'-0"
7 EAST INTERIOR ELEVATION - OFFICE 3
A-1.1 3/8" = 1'-0"
8 SOUTH INTERIOR ELEVATION - OFFICE 3
A-1.1 3/8" = 1'-0"
9 WEST INTERIOR ELEVATION - CUBICLES
A-1.1 3/8" = 1'-0"
10 NORTH INTERIOR ELEVATION - CUBICLES
A-1.1 3/8" = 1'-0"
11 EAST INTERIOR ELEVATION - CUBICLES
A-1.1 3/8" = 1'-0"
12 SOUTH INTERIOR ELEVATION - CUBICLES
GENERAL NOTES:

1. FURNITURE IS NOT SHOWN FOR CLARITY.

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT
67 ALUMINUM SLIDING WINDOW, SEE SCHD
88 ALUMINUM WINDOW, SEE SCHD
5-14-2025 42 6/11/2025 6/11/2025 126
6" A-12.1
D

STORAGE
115

CUBICLES
126

T / MASONRY

EL VARIES

FINISH FLOOR
1197.40
72 80
79 78
17 74
84 4
75 2'-8" 13'-4"
7'-0" 9'-0"
86 3'-4" 4'-0" 6'-4"
76 77
74 80 78
79 67
3 4

T / MASONRY

EL VARIES

FINISH FLOOR
1197.40
17 13'-4"
86 A-12.1
A
OPP
OFFICE 2
120
MO
102
90 FINISH FLOOR
1197'-4 3/4"

ROOF LEVEL
1210'-8 3/4"
4'-4" 1'-10" 7'-2"
13'-4"

CUBICLES
126

CONFERENCE
ROOM
119
80 79
78 17
15 4
RO
102
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124
WALL SECTIONS 1
A-8.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A-4.1 3/4" = 1'-0"

A EXPANSION JOINT SECTION
A-1.17 3/4" = 1'-0"
B WALL SECTION 1
A-4.1 3/4" = 1'-0"
C WALL SECTION 2

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT
3 FINISH GRADE, SEE "C" SHEETS
4 CONCRETE FOUNDATION, SEE "S" SHEETS
15 HOLLOW METAL DOOR AND FRAME, SEE SCHD
17 2'X4' ACT SYSTEM
67 ALUMINUM SLIDING WINDOW, SEE SCHD
72 EXISTING CMU
74 8" CMU WALL
75 EXPANSION JOINT, SEE ROOF DETAILS
76 VENEER
77 1/2" THICK STRUCTURE, PLYWOOD, CUT TO FIT. EXPOSED WOOD AND STEEL SHALL BE LATH AND PLASTER 78 ROOF JOIST, SEE "S" SHEETS
79 1 1/2" METAL ROOF DECK, SEE "S" SHEETS
80 PVC ROOFING MEMBRANE OVER RIGID INSULATION
84 PAINTED GYP BOARD OVER CONTINUOUS INSULATION SUPPORT SYSTEM 86 ALUMINUM COPING, TYP
90 GALVANIZED METAL FLASHING
102 VAPOR RETARDER
5-14-2025 43 6/11/2025 6/11/2025 126

FINISH FLOOR
1197'-4 3/4"

ROOF LEVEL
1210'-8 3/4"

PARAPET LEVEL
1213'-4 3/4"
SAMPLE

RECEIVING AND

INDUSTRIAL

WASTE STATION
116
72 7
2'-8" 13'-4"
17 80
79 90
94 90
93 7'-4"
FV

FINISH FLOOR
1197'-4 3/4"

ROOF LEVEL
1210'-8 3/4"
13'-4"
7 66
88 86
78 CONFERENCE
ROOM
119
2'-0" 5'-4"
MO
102
4 90

FINISH FLOOR
1197'-4 3/4"

ROOF LEVEL
1210'-8 3/4"
80 79
74 17
13'-4"
7 81
76 102
4 8"
77 105
106
107
7'-4" 3'-4"
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124
WALL SECTIONS 2
A-8.2

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT
4 CONCRETE FOUNDATION, SEE "S" SHEETS
7 LIGHT FIXTURE, SEE "E" SHEETS
17 2'X4' ACT SYSTEM
66 ALUMINUM DOWNSPOUT, TYP
72 EXISTING CMU
74 8" CMU WALL
76 VENEER
77 1/2" THICK STRUCTURE, PLYWOOD, CUT TO FIT. EXPOSED WOOD AND STEEL SHALL BE LATH AND PLASTER 78 ROOF JOIST, SEE "S" SHEETS
79 1 1/2" METAL ROOF DECK, SEE "S" SHEETS
80 PVC ROOFING MEMBRANE OVER RIGID INSULATION
81 STRUCTURAL FRAMING, SEE "S" SHEETS
86 ALUMINUM COPING, TYP
88 ALUMINUM WINDOW, SEE SCHD
90 GALVANIZED METAL FLASHING
93 METAL PANEL SIDING WALL BOTTOM CLIP
94 CAULKING
102 VAPOR RETARDER
105 PLYWOOD
106 FLUTED BLOCK FINISH TO MATCH EXISTING
107 SPLIT FACE BLOCK FINISH TO MATCH EXISTING
A-1.1 3/4" = 1'-0"
E WALL SECTION 4
A-4.1 3/4" = 1'-0"
D WALL SECTION 3
A-1.17 3/4" = 1'-0"
F WALL SECTION 5
5-14-2025 44 6/11/2025 6/11/2025 126
F1 F3
2" SEE SCHEDULE
2"
SCHED
SEE 2"
SEE SCHEDULE 2"
2" SEE SCHEDULE 2"
F2

SEE SCHEDULE
2"
SCHED
SEE 2"
4"
F FG

SEE SCHEDULE
SCHED
SEE
SCHED
SEE

SEE SCHEDULE

FLUSH FULL
GLASS
10"
HG
SCHED
SEE
EQ 2'-0" EQ

SEE SCHEDULE
6"
REQ'D
AS
MAX*
3'-7"
HALF
GLASS

SEE SCHD

SEE SCHD
W2
FIXED
W1

SEE SCHEDULE

SEE SCHEDULE
2" EQ 2" EQ 2"
W3

SEE SCHEDULE
2" EQ 2" EQ 2" EQ 2"

SEE SCHD

SLIDING WINDOW

CLERESTORY WINDOW
7'-4"
14'-4"
2" 7'-0" 2"
3" EQ 3"

SEE DOOR SCHEDULE
3" EQ 3"
ITG
SF1
4"

ITG ITG ITG
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

DOOR AND WINDOW SCHEDULES
A-9.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025

DOOR SCHEDULE
DOOR

NUMBER ROOM NAME EXT DOOR

SIZE DOOR FRAME DETAILS

WIDTH HEIGHT TYPE MATERIAL GLAZING TYPE MATERIAL HEAD JAMB THRESHOLD HARDWARE SET NOTES DA-100 MEDIA PREP 3'-0" 7'-0" HG WD LOW-E F1 SPEC G/A-9.2 H/A-9.2 I/A-9.2 6 DA-101 CHEMISTRY LAB 3'-0" 7'-0" HG WD LOW-E F1 SPEC G/A-9.2 H/A-9.2 I/A-9.2 6 DA-102 MECH. EQUIP. * 3'-0" 7'-0" F HM -- F2 HM A/A-9.2 B/A-9.2 C/A-9.2 1 DA-103 CHEMISTRY LAB * 3'-0" 7'-0" F HM -- F2 HM A/A-9.2 B/A-9.2 C/A-9.2 8 DA-104 MEDIA PREP 3'-0" 7'-0" HG WD LOW-E F1 SPEC G/A-9.2 H/A-9.2 I/A-9.2 10 DA-105 NON-HAZARDOUS STORAGE 3'-0" 7'-0" F WD -- F1 SPEC G/A-9.2 H/A-9.2 I/A-9.2 5 DA-106 INSTRUMENT LAB 3'-0" 7'-0" HG LOW-E F2 G/A-9.2 H/A-9.2 I/A-9.2 6 DA-107 STORAGE 3'-0" 7'-0" F WD -- F1 SPEC G/A-9.2 H/A-9.2 I/A-9.2 5 DA-108 SAMPLE RETENTION 3'-0" 7'-0" HG WD LOW-E F1 SPEC G/A-9.2 H/A-9.2 I/A-9.2 6 DA-109 SAMPLE RECEIVING AND

INDUSTRIAL WASTE STATION
* 3'-0" 7'-0" HG LOW-E F2 A/A-9.2 B/A-9.2 C/A-9.2 8
DA-110 OFFICE 2 3'-0" 7'-0" F WD -- F1 SPEC G/A-9.2 H/A-9.2 I/A-9.2 3 DA-111 UNISEX RESTROOM 3'-0" 7'-0" F WD -- F1 SPEC G/A-9.2 H/A-9.2 I/A-9.2 4 DA-112 OFFICE 1 3'-0" 7'-0" F WD -- F1 SPEC G/A-9.2 H/A-9.2 I/A-9.2 3 DA-113 3'-0" 7'-0" HG LOW-E F2 F/A-13.1 G/A-13.1 H/13.1 7 DA-114 CUBICLES PR 3'-0" 7'-0" HG WD LOW-E F3 SPEC G/A-9.2 H/A-9.2 I/A-9.2 9 DA-115 CONFERENCE ROOM 3'-0" 7'-0" F WD -- F1 SPEC G/A-9.2 H/A-9.2 I/A-9.2 3 DA-117 7'-0" P/A-9.2 N/A-9.2 O/A-9.2 2
DA-118 OFFICE 3 3'-0" 7'-0" F WD -- F1 SPEC G/A-9.2 H/A-9.2 I/A-9.2 3 DA-119 LACTATION ROOM 3'-0" 7'-0" F WD -- F1 SPEC G/A-9.2 H/A-9.2 C/A-9.2 4 DEADBOLT LOCK ON INSIDE DA-120 ELECTRICAL * 3'-0" 7'-0" F HM -- F2 HM A/A-9.2 B/A-9.2 C/A-9.2 1 DA-121 SAMPLE RETENTION -- -- -- 6 CUT EXISTING DOOR AS REQUIRED TO MAINTAIN PROPER CLEARANCE ABOVE FINISHED FLOOR ELEVATION AFTER THE APPLICATION OF 1/2" EPOXY FLOORING. VERIFY FINAL DOOR CLEARANCE ON-SITE AND ENSURE SMOOTH OPERATION.

DA-122 INSTRUMENT LAB -- -- -- 6 CUT EXISTING DOOR AS REQUIRED TO MAINTAIN PROPER CLEARANCE ABOVE FINISHED FLOOR ELEVATION AFTER THE APPLICATION OF 1/2" EPOXY FLOORING. VERIFY FINAL DOOR CLEARANCE ON-SITE AND ENSURE SMOOTH OPERATION.

DA-123 CORRIDOR 5'-0" 7'-0" F -- -- -- -- -- -- C/A-9.2 9 CUT EXISTING DOOR AS REQUIRED TO MAINTAIN PROPER CLEARANCE ABOVE FINISHED FLOOR ELEVATION AFTER THE APPLICATION OF 1/2" EPOXY FLOORING. VERIFY FINAL DOOR CLEARANCE ON-SITE AND ENSURE SMOOTH OPERATION.

WINDOW SCHEDULE
WINDOW

NUMBER ROOM NAME
SIZE
TYPE
FRAME

GLAZING

DETAILS

HEIGHT WIDTH MATERIAL FINISH HEAD JAMB SILL NOTES
WA-111 MEDIA PREP 4'-0" 3'-6" W2 ALUM ALUM LOW-E J/A-9.2 K/A-9.2 L/A-9.2 WA-112 MICROBIOLOGY 4'-0" 3'-6" W2 ALUM ALUM LOW-E J/A-9.2 K/A-9.2 L/A-9.2 WA-119 CONFERENCE ROOM 2'-0" 9'-4" W3 ALUM ALUM LOW-E D/A-9.2 E/A-9.2 F/A-9.2 WA-120 OFFICE 2 4'-0" 4'-8" W1 ALUM D/A-9.2 E/A-9.2 F/A-9.2 WA-123 OFFICE 1 4'-0" 4'-8" W1 ALUM D/A-9.2 E/A-9.2 F/A-9.2 WA-124 OFFICE SUPPLIES/ MAIL/ COPY 2'-0" 9'-4" W3 ALUM ALUM LOW-E D/A-9.2 E/A-9.2 F/A-9.2 WA-125 OFFICE 3 4'-0" 4'-8" W1 ALUM D/A-9.2 E/A-9.2 F/A-9.2 WA-126 CUBICLES 4'-6" 5'-10" W2 ALUM ALUM LOW-E J/A-9.2 K/A-9.2 WINDOW

COUNTER
DOOR GENERAL NOTES:

1. ALL HOLLOW METAL DOORS TO BE PRIMED AND
PAINTED.

2. DOOR DESIGNATIONS ON SUBMITTAL SHALL

COINCIDE WITH DOOR DESIGNATIONS INDICATED
ON CONTRACT DOCUMENTS.

3. ANY ITEM OF HARDWARE NORMALLY REQUIRED

BY GOOD PRACTICE, OR AS TO MEET STATE OR

LOCAL CODES, FURNISH EVEN THOUGH IT MAY
NOT BE SPECIFICALLY MENTIONED.

4. REFER TO DOOR TYPE LEGEND FOR DOOR
TYPE DESIGNATION DESCRIPTION.

5. REFER TO DOOR FRAME PROFILES FOR FRAME
TYPE DESIGNATION DESCRIPTION.

6. LOCATE DOORS 6" FROM NEAREST CORNER TO

OUTSIDE EDGE OF FRAME, UNLESS NOTED/
DIMENSIONED OTHERWISE.

7. ALL THRESHOLDS SHALL NOT EXCEED 1/2" HIGH.

8. ALL DOORS MUST MEET CALIFORNIA
ACCESSIBILITY REQUIREMENTS.

9. AT DOORS, SEALANT COLOR IS TO MATCH DOOR
FINISH. SUBMIT COLOR SAMPLES FOR
ARCHITECT'S SELECTION.

10.PROVIDE UL APPROVED DOORS AND FRAMES
AT ALL RATED OPENINGS.

FRAME TYPES

DOOR TYPES WINDOW TYPES

STOREFRONT FRAME TYPE
* PR 3'-0" FG HM LOW-E SF1 HM
ALUM
ALUM
ALUM
LOW-E
LOW-E
LOW-E
GLAZING LEGEND:

LG - LAMINATED GLASS

ITG - INSULATED TEMPERED GLASS

CUBICLES
3'-0" F -- -- -- --
3'-0" F -- -- -- --
7'-0"
7'-0"

VESTIBULE
HM HM
HM HM
Set: 1.0 – EXTERIOR SINGLE HM UTILITY / STORAGE
Doors: DA-102, DA-120
Qty Description Catalog Number Finish Mfr
1 Continuous Hinge CFM x Height Required x SLI-HD1 — PE 1 Storeroom Lock 10 8204 LNL US32D SA
1 Surface Closer 281 CPS EN SA
1 Kick Plate K1050 10" x 2" LDW BEV CSK US32D RO
1 Threshold 2005AT — PE
1 Rain Guard 346C + 4" Overall Door Width — PE
1 Gasketing 2891AV — PE
1 Door Sweep 345CNB — PE
1 Position Switch DPS-M-BK — SU
Set: 2.0 – EXTERIOR ALSF PAIR VESTIBULE ENTRY
Doors: DA-117
Note: Exit devices to be dogged during designated hours for push/pull function. Coordinate with storefront submittals for compatibility.

Qty Description Catalog Number Finish Mfr
2 Continuous Hinge CFM x Height Required x SLI-HD1 — PE 1 Mullion L980A x Cyl to Match Facility Key US28 SA
1 Rim Exit Device 10 8804 Less Pull (Nightlatch) US32D SA 1 Rim Exit Device 8810 EO (Exit Only) US32D SA
2 Door Pull RM3310-36 US32D RO
2 Surface Closer 281 CPS EN SA
1 Threshold 2005AT — PE
1 Perimeter Seals By Aluminum Storefront Manufacturer — OT 2 Door Sweep 345CNB — PE
1 Position Switch DPS-M-BK — SU
Set: 3.0 – OFFICE FUNCTION WD
Doors: DA-112, DA-110, DA-115, DA-118
Qty Description Catalog Number Finish Mfr
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Office/Entry Lock 10 8205 LNL US32D SA
1 Surface Closer 1431 O EN SA
1 Kick Plate K1050 10" x 2" LDW BEV CSK US32D RO
1 Wall Stop 406 US32D RO
3 Silencer 608-RKW — RO
Set: 4.0 – PRIVACY WD
Doors: DA-111, DA-119
Qty Description Catalog Number Finish Mfr
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Privacy Lock 49 8265 LNL US32D SA
1 Surf Overhead Stop 10-436 630 RF
1 Surface Closer 281 O EN SA
1 Kick Plate K1050 10" x 2" LDW BEV CSK US32D RO
1 Mop Plate K1050 6" x 1" LDW CSK BEV US32D RO
3 Silencer 608-RKW — RO
Set: 5.0 – STOREROOM FUNCTION WD/HM OUTSWINGING
Doors: DA-105, DA-107
Qty Description Catalog Number Finish Mfr
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Storeroom Lock 10 8204 LNL US32D SA
1 Surface Closer 1431 CPS EN SA
1 Kick Plate K1050 10" x 2" LDW BEV CSK US32D RO
3 Silencer 608-RKW — RO
Set: 6.0 – ALSF CLASSROOM FUNCTION WD/HM
Doors: DA-100, DA-101, DA-108, DA-121, DA-122, DA-106
Qty Description Catalog Number Finish Mfr
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Classroom Lock 10 8237 LNL US32D SA
1 Surface Closer 1431 O EN SA
1 Wall Stop 406 US32D RO
1 Perimeter Seals By Aluminum Storefront Manufacturer — OT Set: 7.0 – INTERIOR SINGLE WD
Doors: DA-113
Qty Description Catalog Number Finish Mfr
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Storeroom Lock 10 8204 LNL US32D SA
1 Surface Closer 281 CPS EN SA
1 Kick Plate K1050 10" x 2" LDW BEV CSK US32D RO
1 Threshold 2005AT — PE
1 Gasketing 2891AV — PE
1 Door Sweep 345CNB — PE
1 Position Switch DPS-M-BK — SU
Set: 8.0 – EXTERIOR SINGLE HM
Doors: DA-109, DA-103
Note: Authorized credentials retract latch bolt for entry; door relocks upon closing. REX in rail allows free exit. Fail secure. Key override at all times.

Qty Description Catalog Number Finish Mfr
3 Hinge (NRP) 5BB1 4.5 x 4.5 NRP 630 IVE
1 Storeroom Lock T581HD7 DANE 626 FAL
1 SFIC Const. Core C607CCA — FAL
1 Permanent SFIC Core 80-036 626 SCH
1 OH Stop 90S 630 GLY
1 Surface Closer 4050 RW/PA 689 LCN
1 Kick Plate 8400 10" x 2" LDW 630 IVE
3 Silencer SR64 GY IVE
Set: 9.0 – PR - WD - EXIT DEVICE - EAC
Doors: DA-114, DA-123
Note: Door normally closed and secured. Authorized credentials retract latch bolt for entry; door relocks upon closing. REX in rail allows free exit. Fail secure. Key override at all times.

Qty Description Catalog Number Finish Mfr
3 Electric Hinge TA2714-QCXX-1/2" x 4-1/2" US26D MK
1 SVR Exit Device 43 NB8710 EO (Exit Only) US32D SA
1 SVR Exit Device DG1 43 55 56 NB8706 ETMD US32D SA
1 Surface Closer 422 CTB2 / PCTB2 as required EN SA
1 Kick Plate K1050 10" x 2" LDW US32D RO
1 Astragal Set 18061CNB — PE
1 Gasketing S88BL X LAR — PE
1 ElectroLynx Harness QC-C1500 (PS to hinge/strike) — MK 1 ElectroLynx Harness QC-CXXP (Lock/exit to hinge) — MK 1 Card Reader By security vendor — OT
1 Position Switch DPS-XXXX - WH (as required) — SU
1 Power Supply AQLXX - R8E1 (size as required) — SU
Set: 10.0 – SHARED ACCESS OFFICE/ENTRY FUNCTION
Doors: DA-104
Note: Door between two rooms requiring mutual access and security.

Qty Description Catalog Number Finish Mfr
3 Hinge, Full Mortise TA2714 4-1/2" x 4-1/2" US26D MK
1 Office/Entry Lock 10 8205 LNL US32D SA
1 Surface Closer 1431 CPS EN SA
1 Kick Plate K1050 10" x 2" LDW (Single) BEV CSK US32D RO 3 Silencer 608-RKW — RO
A
A ADDENDUM 1 08/15 VN RC
DOOR HARDWARE SET LEGEND:

PHASE 1 PHASE 1 PHASE 1 PHASE 1 PHASE 1 PHASE 1
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 45 126
WALL AS SCHD.

SEALANT EACH SIDE

DOOR & FRAME, REF
SCHED

FULLY GROUTED
FRAME

DOOR & FRAME, REF
SCHD

MASONRY JAMB ANCHOR

FULLY GROUTED FRAME

SEALANT EACH SIDE
HORIZ.

INTERIOR EXTERIOR
DOOR (REF. SCHD)

METAL THRESHOLD

GLAZING, AS SCHD

ALUMINUM WINDOW

FRAME WITH THERMAL

BREAK, PER MFR

SEALANT & BACKER

ROD, EA SIDE

WALL, AS SCHD

BLOCKING, AS

REQUIRED

PERIMETER FILLER,

PER MFR
VERT.

GLAZING, AS SCHD

ALUMINUM WINDOW

FRAME WITH THERMAL

BREAK, PER MFR

SEALANT & BACKER

ROD, EA SIDE

WALL, AS SCHD

BLOCKING, AS

REQUIRED
HORIZ.

GLAZING, AS SCHD

ALUMINUM WINDOW

FRAME WITH THERMAL

BREAK, PER MFR

SEALANT & BACKER

ROD, EA SIDE

WALL, AS SCHD

BLOCKING, AS REQUIRED

PERIMETER FILLER,

PER MFR
VERT.

CONCRETE SLAB
1/2" THIN SET TOPPING

EPOXY FINISH
2" 1"

CEILING AS SCHEDULED

PARTITION AS SCHEDULED
VARIES
DOOR STOP 2" DOOR STOP
VARIES
5/8" VARIES 5/8"
1" 1"

SEE SCHEDULE FOR DOOR

AND FRAME TYPE

METAL STUD BOX HEADER

SOUND ATTENUATING BLANKET INSULATION

WHERE INDICATED ON WALL TYPES

CAULK AROUND ENTIRE

FRAME (BOTH SIDES)
VERT.
2" 1"

PARTITION AS

SCHEDULED
V
A
RIE
S
D
O
O
R
S
T
O
P
2"
D
O
O
R
S
T
O
P
VARIES
5/8" VARIES 5/8"
1" 1"

SEE SCHEDULE FOR DOOR

AND FRAME TYPE

METAL STUD BOX HEADER

SOUND ATTENUATING BLANKET

INSULATION WHERE

INDICATED ON WALL TYPES

CAULK AROUND ENTIRE

FRAME (BOTH SIDES)
HORIZ.

GLAZING, AS SCHD

ALUMINUM WINDOW

FRAME WITH THERMAL

BREAK, PER MFR

SEALANT & BACKER

ROD, EA SIDE

BLOCKING, AS

REQUIRED

PERIMETER FILLER,

PER MFR

PARTITION AS SCHEDULED
VARIES
5/8" VARIES 5/8"

SOUND ATTENUATING BLANKET INSULATION

WHERE INDICATED ON WALL TYPES
VERT.

PARTITION AS
SCHEDULEDVARIES 5/8" VARIES 5/8"

SOUND ATTENUATING BLANKET

INSULATION WHERE

INDICATED ON WALL TYPES

GLAZING, AS SCHD

ALUMINUM WINDOW

FRAME WITH THERMAL

BREAK, PER MFR

SEALANT & BACKER

ROD, EA SIDE

BLOCKING, AS

REQUIRED
HORIZ.

PARTITION AS SCHEDULED

SOUND ATTENUATING BLANKET INSULATION

WHERE INDICATED ON WALL TYPES

GLAZING, AS SCHD

ALUMINUM WINDOW

FRAME WITH THERMAL

BREAK, PER MFR

SEALANT & BACKER

ROD, EA SIDE

BLOCKING, AS REQUIRED

PERIMETER FILLER,

PER MFR
5/8" VARIES 5/8"
VARIES
VERT.

GLASS, AS SCHED.

ALUMINUM

STOREFRONT
WALL AS SCHED.

BACKER ROD &

SEALANT EACH SIDE

WINDOW FLASHING
VERT.

GLASS, AS SCHED.

ALUMINUM

STOREFRONT
WALL AS SCHED.

BACKER ROD &

SEALANT EACH SIDE
HORIZ.

ALUMINUM

ENTRANCE DOOR
GLASS, AS SCHED.

WEATHER TIGHT

THRESHOLD SET IN

GROUT W/ SEALANT

BEAD EACH SIDE
VERT.

ALUMINUM

ENTRANCE DOOR
GLASS, AS SCHED.

ALUMINUM

STOREFRONT
WALL AS SCHED.

BACKER ROD &

SEALANT EACH SIDE
VERT.

HOLLOW METAL DOOR &

FRAME, AS SCHED

THRESHOLD AS SCHED
VERT.
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

DOOR AND WINDOW DETAILS
A-9.2

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
1 1/2" = 1'-0"

A CMU DOOR HEAD DETAIL
1 1/2" = 1'-0"

B CMU DOOR JAMB DETAIL
A-1.17 3" = 1'-0"

C DOOR THRESHOLD DETAIL
1 1/2" = 1'-0"

D CMU WINDOW HEAD DETAIL
1 1/2" = 1'-0"

E CMU WINDOW JAMB DETAIL
1 1/2" = 1'-0"

F CMU WINDOW SILL DETAIL
VERT.
1 1/2" = 1'-0"

Q LAB FLOOR FINISH DETAIL
1 1/2" = 1'-0"

G DOOR HEAD DETAIL
1 1/2" = 1'-0"

H DOOR JAMB DETAIL
1 1/2" = 1'-0"

J WINDOW HEAD DETAIL
1 1/2" = 1'-0"

K WINDOW JAMB DETAIL
VERT.
1 1/2" = 1'-0"

L WINDOW SILL DETAIL
1 1/2" = 1'-0"

M STOREFRONT HEAD DETAIL
1 1/2" = 1'-0"

N STOREFRONT JAMB DETAIL
3" = 1'-0"

O STOREFRONT THRESHOLD DETAIL
1 1/2" = 1'-0"

P STOREFRONT DOOR HEAD DETAIL
3" = 1'-0"
I

INTERIOR DOOR THRESHOLD DETAIL
VERT.
5-14-2025 46 6/11/2025 6/11/2025 A ADDENDUM 1 08/15 VN RC 126 8" THICK BATT
INSULATION (R-11)
5/8" GYP BD (EACH
SIDE) ON 7/8"
FURRING STRIPS @
24" O.C. (EACH SIDE)

SEE FINISH SCHED

FOR FLOOR AND

BASE FINISH
8" MTL STUDS @ 24"
O.C. AND 5/8" GYP BD

ONE SIDE

SUSPENDED

CEILING, AS SCHED
60 STC - 3 5/8" MTL STUDS
@ 24" O.C. AND 2 LAYER

GYP BD (EACH SIDE)
3 5/8" THICK GLASS
FIBER INSULATION (R-11)
2 LAYERS, 5/8" FIRESHIELD GYP BD

SEE FINISH SCHED

FOR FLOOR AND

BASE FINISH
5/8" FIRE-SHIELD GYP BD
OVER 5/8" SOUNDBREAK

XP WALL BOARD

SUSPENDED

CEILING, AS SCHED

BASE CEILING HEADBASE CEILING HEAD
B
6 1/8"

SEALANT (EACH SIDE) SEALANT (EACH SIDE)
A D
2 1/2" MTL STUDS @ 24" O.C.

AND 5/8" GYP BD ONE SIDE
5/8" GYP BD, ON 2-1/2"
METAL STUDS @ 24" O.C.

SUSPENDED

CEILING, AS SCHED
2" THICK GLASS FIBER
INSULATION (R-11)

BASE CEILING HEAD
3"
60 STC - 3 5/8" MTL STUDS @
24" O.C. , 2 LAYER GYP BD
(EACH SIDE) AND TILE ONE SIDE
B-1
B
6 1/2"
B-1
D-1
2 1/2" MTL STUDS @ 24"
O.C. , 5/8" GYP BD AND

TILE ONE SIDE
3 5/8"
D-1
D
5 5/8" THICK BATT
INSULATION (R-11)
5/8" GYP BD (EACH
SIDE) ON 5 5/8"
METAL STUDS @ 24"
O.C.

SEE FINISH SCHED

FOR FLOOR AND

BASE FINISH
5 5/8" MTL STUDS @ 24"
O.C.

SUSPENDED

CEILING, AS SCHED

BASE CEILING HEAD

SEALANT (EACH SIDE)
C E
12 3/4" MTL STUDS @ 24"
O.C. WITH 7/8" FURRING
STRIPS 16" O.C. AND 5/8"

GYP BD EACH SIDE

BASE HEAD
11"
9 1/2" 6 7/8"
8" MTL STUDS @ 24"
O.C. AND 5/8" GYP BD

EACH SIDE
A-1
A
A-1
H
8" CMU WALL WITH 7/8"
FURRING STRIPS 16"
O.C. AND 5/8" GYP BD

UNDERSIDE OF

METAL DECK
8" CMU
5/8" GYP BD (ONE

SIDE) WITH TILE ON
7/8" FURRING STRIPS
@ 16" O.C.

SEE FINISH

SCHED FOR

FLOOR AND BASE
FINISH

BASE HEAD

SEALANT (EACH SIDE)
9 7/8"
9 1/2"
H-1
H
H-1
8" CMU WALL WITH 7/8"
FURRING STRIPS 16"
O.C., 5/8" GYP BD WITH

TILE (ONE SIDE)
6"
6"
6"6"
6"
3 5/8" THICK BATT
INSULATION (R-11)
5/8" GYP BD (EACH
SIDE) ON 4" METAL
STUDS @ 24" O.C.

SEE FINISH SCHED

FOR FLOOR AND

BASE FINISH
3 5/8" MTL STUDS @ 24"
O.C. AND GYP BD EACH
SIDE

SUSPENDED

CEILING, AS SCHED

BASE CEILING HEAD

SEALANT (EACH SIDE)
F
5 5/8" CHASE
5/8" GYP BD (EACH
SIDE) ON 6" METAL
STUDS @ 24" O.C.

SEE FINISH SCHED

FOR FLOOR AND

BASE FINISH
5 5/8" MTL STUDS @ 24"
O.C. AND 5/8" GYP BD

ONE SIDE

SUSPENDED

CEILING, AS SCHED

BASE CEILING HEAD

SEALANT (EACH SIDE)
G
4 7/8"
6 7/8"
5 5/8" MTL STUDS @ 24"
O.C. AND 5/8" GYP BD

EACH SIDE
G-1
6 1/4"
G
G-1
6"6"

SEE FINISH

SCHED FOR

FLOOR AND BASE
FINISH

SEALANT (EACH SIDE)
12 3/4" THICK BATT
INSULATION (R-11)
5/8" GYP BD (EACH
SIDE) ON 7/8"
FURRING STRIPS @
24" O.C. (EACH SIDE)

SUSPENDED

CEILING, AS SCHED
E
1'-3 3/4"

FINISH WALL
4" COVE

RUBBER BASE

FINISH FLOOR/

CONC FLOOR
(SEALED)

FINISH WALL
4" INTEGRAL COVE BASE

RESINOUS FLOORING
1 RUBBER BASE 2 EPOXY BASE
CT-1

PORCELAIN FLOOR TILE
MANUF: DALTILE
COLOR: DOVE GREY
COLOR #: PF04
FINISH: MATTE
SIZE: 24" X 24"
CT-2

PORCELAIN MOSAIC WALL TILE
COLOR: DOVE GREY
COLOR #: PF04
FINISH: MATTE
SIZE: 12" X 24"
B1
BASE
MANUF: ROPPE RUBBER BASE
COLOR: 114 LUNAR DUST
SIZE 4"
PROFILE: COVE ROLL GOODS FIELD

CORNERS
F1

RESINOUS FLOORING

EPOXY COATING
MANUF: PERFORMANCE EPOXY COAT
EPOXY FLAKE COLORS: BLUE GRAY BLEND
F2

LUXURY VINYL TILE
MANUF: SHAW
STYLE NAME: GRAIN
STYLE NUMBER: 0364V
COLOR NAME: ANTLER
COLOR #: 64761
SIZE: 7" X 48"
CONSTRUCTION: 20 MIL FLOATING LVT
INSTALLATION: STAGGER
PT1
MANUF: SHERWIN WILLIAMS
COLOR: RHINESTONE
COLOR NUMBER: 7656
FINISH: LATEX EGG SHELL

LATEX FLAT AT CEILING
PT2

CEILING COLOR PAINT
MANUF: SHERWIN WILLIAMS
COLOR: HIGH REFLECTIVE WHITE
COLOR #: SW 7757
FINISH: LATEX FLAT
ACT1

ACOUSTIC CEILING PANEL
MANUF: ARMSTRONG
STYLE: CERAMAGUARD, FINE FISSURED
COLOR: WHITE
SIZE: AS SHOWN ON RCP
B2

INTEGRAL COVE BASE
COLOR #: MATCH F1 COLOR
SIZE 4" HIGH
B3
BASE
MANUF: ROPPE RUBBER BASE
COLOR: 195 LIGHT GRAY
PROFILE: COVE ROLL GOODS FIELD

CORNERS

FINISH LEGEND

REFER TO FLOOR PLANS TO DETERMINE THE LOCATION AND EXTENT OF PARTITION TYPES REQUIRED.

PROVIDE CEMENT BACKER BOARD, IN LIEU OF GYPSUM WALL BOARD, BEHIND ALL TILE LOCATIONS AT METAL STUD PARTITIONS.

PROVIDE BLOCKING PER SPECIFICATION REQUIREMENTS FOR ALL CASEWORK, COUNTERS,

CABINETS, SHELVES, DOOR STOPS, RAILINGS, SPECILATIES, MILLWORK AND OTHER ITEMS ATTACHED TO AND SUPPORTED FROM WALLS TO PROVIDE SOLID ATTACHEMENT. 100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

FINISH SCHEDULE AND PARTITION TYPES
A-10.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025

FINISH SCHEDULE

ROOM NAME
ROOM
NUMBER

FLOOR WALL CEILING

MATERIAL FINISH NOTES

NORTH EAST SOUTH WEST BASE

MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL DETAIL MATERIAL FINISH HEIGHT MEDIA PREP 111 EPOXY F1 GYP PT1 GYP PT1 GYP PT1 GYP PT1 B2 2 ACT1 SPEC 9'-0" MICROBIOLOGY 112 EPOXY F1 GYP PT1 GYP PT1 GYP PT1 GYP PT1 B2 2 ACT1 SPEC 9'-0" CHEMISTRY LAB 113 EPOXY F1 GYP PT1 GYP PT1 GYP PT1 GYP PT1 B2 2 ACT1 SPEC 9'-0" MECH. EQUIP. 114 CONC SEAL GYP PT1 GYP PT1 GYP PT1 GYP PT1 B3 1 EXP STORAGE 115 CONC SEAL GYP PT1 GYP PT1 GYP PT1 GYP PT1 B3 1 ACT1 SPEC 9'-0"

SAMPLE RECEIVING

AND INDUSTRIAL

WASTE STATION
116 EPOXY F1 GYP PT1 GYP PT1 GYP PT1 GYP PT1 B2 2 ACT1 SPEC 9'-0" SAMPLE

RETENTION
117 EPOXY F1 GYP PT1 GYP PT1 GYP PT1 GYP PT1 B2 2 ACT1 SPEC 9'-0" INSTRUMENT LAB 118 EPOXY F1 GYP PT1 GYP PT1 GYP PT1 GYP PT1 B2 2 ACT1 SPEC 9'-0"

CONFERENCE
ROOM
119 LVT F2 GYP PT1 GYP PT1 GYP PT1 GYP PT1 B1 1 ACT1 SPEC 9'-0" OFFICE 2 120 LVT F2 GYP PT1 GYP PT1 GYP PT1 GYP PT1 B1 1 ACT1 SPEC 9'-0" UNISEX RESTROOM 122 TILE CT1 TILE CT2 TILE CT2 TILE CT2 TILE CT2 GYP PT2 9'-0" OFFICE 1 123 LVT F2 GYP PT1 GYP PT1 GYP PT1 GYP PT1 B1 1 ACT1 SPEC 9'-0"

OFFICE SUPPLIES/

MAIL/ COPY
124 LVT F2 GYP PT1 GYP PT1 GYP PT1 GYP PT1 B1 1 ACT1 SPEC 9'-0" OFFICE 3 125 LVT F2 GYP PT1 GYP PT1 GYP PT1 GYP PT1 B1 1 ACT1 SPEC 9'-0" CUBICLES 126 LVT F2 GYP PT1 GYP PT1 GYP PT1 GYP PT1 B1 1 ACT1 SPEC 9'-0" LACTATION ROOM 127 LVT F2 GYP PT1 GYP PT1 GYP PT1 GYP PT1 B1 1 ACT1 SPEC 9'-0"

NON-HAZARDOUS

STORAGE
128 CONC SEAL GYP PT1 GYP PT1 GYP PT1 GYP PT1 B3 1 ACT1 SPEC 9'-0" ELECTRICAL 129 CONC SEAL GYP PT1 GYP PT1 GYP PT1 GYP PT1 B3 1 EXP SPEC 9'-0"

PARTITION TYPES

FLOOR BASE

GENERAL PARTITION TYPES NOTES
5-14-2025 47 6/11/2025 6/11/2025 A ADDENDUM 1 08/15 VN RC 126 H/C
1'-6"
2'-0"
4"
2'-6"
6" 2'-0"
DECK MTD. FIXTURES,

SEE SERVICE FITTING

SCHEDULE
3"
4"

DROP-IN SINK

REFER TO PLUMBING

DRAWINGS FOR MORE INFO
RO
H/C
1'-6"
2'-0"
4"
2'-6"
6" 2'-0"
DECK MTD. FIXTURES,

SEE SERVICE FITTING

SCHEDULE
3"
4"

DROP-IN SINK

REFER TO PLUMBING

DRAWINGS FOR MORE INFO
RO EW
3'-0"
4"
1" 6"
2 X WOOD BASE

BASE PER FINISH

SCHEDULE
MOD. EPOXY

COUNTERTOP &

BACKSPLASH OR

SOLID SURFACE

WHERE OCCURS

PAINTED METAL
DOOR, U.N.O.

BLOCKING
4"
1"

BACK PANEL
1'-10"
3"
2'-6"

UNDERMOUNT

SINK INSTALLED

WITH NECESSARY

SUPPORT

BRACKETS AND

ACCESSORIES

SECTION ELEVATION

FUME HOOD

WORKSURFACE

FIXED PANEL

REMOVABLE/

ADJUSTABLE
SHELF

FUME HOOD

CONSTRUCTION

HINGE (TYP

TOE KICK

FIXED PANEL

DRAWER PULL
(TYP)

SIGNAGE (TYP)

TOE KICK

POLYPROPYLENE

LINING, TYPICAL

FOR ALL ACID

CABINETS

PROVIDE

EXHAUST LINE W/

SCREW ON

FLANGE FOR

EASY REMOVAL,

CONNECT TO

FUME HOOD
EXHAUST DUCT.

SECTION ELEVATION

FUME HOOD

WORKSURFACE

FIXED PANEL

REMOVABLE/

ADJUSTABLE
SHELF

FUME HOOD

CONSTRUCTION

HINGE (TYP

TOE KICK

REMOVABLE

DRIP PAN

FIXED PANEL

THREE POINT

LOCK HANDLE

SIGNAGE (TYP)

TOE KICK

HINGE(TYP)
0'-0"
16 GA. X 6"

CONTINUOUS BACKING,
TYP.

AS SPECIFIED IN
DIVISION 9
SEE ARCH. DRAWINGS FOR WALL TYPE

FINISH FLOOR
90" A.F.F.
76" A.F.F.
62" A.F.F.
36" A.F.F.

NOTE: ELEVATIONS ABOVE FINISHED FLOOR

ARE RECOMMENDED HEIGHTS, BUT THE CONTRACTOR

IS RESPONSIBLE FOR INSTALLING WALL BACKING
WHERE NECESSARY TO SUPPORT ANY WALL MOUNTED ITEMS.

SCHED. FLOOR FINISH
TOE KICK; HEIGHT TO EQUAL ADJ.

WALL BASE + 3/8"
SCHED. COUNTERTOP, RE:

ELEVATIONS
3"
SCHED. RECEPTACLE;
RE: ELEC. DRAWINGS

CABINET INTERIOR, MELAMINE
4"
OPEN SHELVES; MELAMINE
2'-10" 1'-10" 2'-6"
7'-2"

GRANITE

COUNTERTOP

ACCESSIBLE

COUNTER, GRANITE

BASE PER
FINISH SCHED.
1/2" REVEAL, BLACK

PLASTIC LAMINATE
WINDOW

GYP WALL
SCHED. FLOOR FINISH

COUNTERTOP
SOFFIT

WALL BEYOND,

EXPOSED CMU
CEILING AS SCHED.

RECESSED CAN LIGHTS
1'-0" 2'-0"
6"
3'-0" M
AX.
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

CASEWORK DETAILS
A-11.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
1 1/2" = 1'-0"
A S-2 EPOXY UNDERMOUNT SINK PLAN
1 1/2" = 1'-0"
B S-3 EPOXY UNDERMOUNT SINK PLAN
1 1/2" = 1'-0"

F SINK BASE CABINET DETAIL
1 1/2" = 1'-0"

D ACID, CORROSIVE, AND BASE CABINET
1 1/2" = 1'-0"

E FLAMMABLE STORAGE CABINETS
1/2" = 1'-0"
G TYP. BACKING LOCATION UPPER & LOWER CASEWORK
1" = 1'-0"

H TOWER CABINET W/ BASE CABINETS
1" = 1'-0"

C TRANSACTION COUNTERTOP
HORIZ.

VERT.

HORIZ.

VERT.

VERT.
5-14-2025 48 6/11/2025 6/11/2025 126
COPING; SLOPE TOWARD ROOF (PAINTED)
6" CONCEALED SPLICE PLATE @ EACH JOINT
16 GA. ANCHOR CHAIR
4 FASTENERS PER ANCHOR CHAIR
MIN. 40 MIL. SELF ADHERING

UNDERLAYMENT

POLY URETHANE SEALANT

POLY URETHANE SEALANT
COUNTER FLASHING FASTENED 8" O.C

THROUGH BUTYL TAPE
TERMINATION BAR FASTENED 8" O.C.

THROUGH BUTYL TAPE

PVC ROOFING MEMBRANE ADHERED TO
WALL

PVC ROOFING MEMBRANE
R-30 INSULATION STAGGER ALL JOINTS,

FASTEN PER SPECIFICATION

METAL DECK
3XPT PLATE W/ 1/2" AB @ 32" O.C., 6" EMB
4" to 6" PARAPET CAP

FLASHING OVER ONE

COURSE OF SMOOTH

FINISH CONCRETE

BLOCK, COLOR TO

MATCH EXISTING
4" to 6"

COVERBOARD

HOT-AIR WELD LAP SEAMS

HVAC BASE UNIT

GASKETING OUTER FLANGE

GASKETING INNER FLANGE

ROOF CURB
R-30 INSULATION

DUCTWORK FIELD SUPPLIED

ROOFING MATERIAL TO EXTEND

UP AND UNDER BASE FLANGE

CANT STRIP FIELD SUPPLIED
16 GAUGE METAL FLASHING

TAPERED ROOF
INSULATION (R-30)

METAL DECKING

CHANNEL SEE ROOF

FRAMING PLAN

PROVIDE ADDITIONAL STEEL

CHANNEL AS REQUIRED TO

ELEVATE CURB ABOVE

TAPERED ROOF INSULATION
NOTES:

1. EDGE SEALANT IS REQUIRED ON ALL END
LAPS, T-JOINTS, AND FIELD CUT EDGES.
16 GAGE COUNTER FLASHING
ANCHORED 8" O.C .

SET METAL FLANGE IN ROOF CEMENT AND

PRIME PRIOR TO STRIPPING

PVC ROOFING MEMBRANE ADHERED TO
WALL

PVC ROOFING MEMBRANE
R-30 INSULATION STAGGER ALL JOINTS,

FASTEN PER SPECIFICATION

METAL DECK

REDWOOD NAILER

ALL PILES SET IN BITUMEN SEE PVC EDGE SEALANT

SPECIFICATIONS FOR SURFACING
4" MIN *

PREFORM JOINT SEAL
* VARIES AT AREAS WITH FLUTED BLOCKS,
4-INCH CONTRACTOR TO FIELD VERIFY

EXISTING CMU WALL
CMU WALL AS SCHED.

ROOFING MATERIAL TO

EXTEND UP AND UNDER

EXPANSION JOINT

EXISTING CMU WALL

ROOF EXPANSION JOINT
COVER

FLASHING
EXISTING 8" CMU WALL
3/8"
MO

COMP FILLER ROD AND

SEALANT, EA SIDE
DOOR AND FRAME; SEE SCHD
MAS "T" ANCHOR

INTERIOR WALL EXPANSION JOINT

COVER AT EA SIDE OF OPNG

PREFORMED COMPRESSED JOINT SEAL
(SEE NOTE 1)

INTERIOR FLOOR EXPANSION

JOINT COVER BELOW
8" CMU, FINISH AS SCHED
LAB
ADMIN * VARIES AT AREAS WITH FLUTED BLOCKS,
4-INCH CONTRACTOR TO FIELD VERIFY
4" MIN *
8" 4" MIN * 8"

EXISTING WALL ASSEMBLY
8" CMU LINTEL; SEE

STRUCTURAL DRAWINGS

PREFORMED COMPRESSED JOINT SEAL
(SEE NOTE 1)

INTERIOR EXPANSION JOINT COVER

ALONG TOP OF OPNG

COMP FILLER ROD AND SEALANT,

EA SIDE

INTERIOR WALL EXPANSION JOINT

COVER AT EA SIDE OF OPNG
DOOR AND FRAME; SEE SCHD

LAB ADMIN
* VARIES AT AREAS WITH FLUTED BLOCKS,
4-INCH CONTRACTOR TO FIELD VERIFY
8" 4" MIN * 8"
MO

EXISTING WALL ASSEMBLY

INTERIOR EXPANSION JOINT COVER

INTERIOR WALL EXPANSION JOINT

COVER AT EA SIDE OF OPNG
DOOR AND FRAME; SEE SCHD
1/2" THIN SET TOPPING WITH EPOXY FINISH

LAB ADMIN
* VARIES AT AREAS WITH FLUTED BLOCKS,
4-INCH CONTRACTOR TO FIELD VERIFY
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

ROOF AND EXPANSION JOINT DETAILS
A-12.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A-4.1 12" = 1'-0"

A SURFACE MOUNTED COUNTER FLASHING AND PARAPET CAP FLASHING 12" = 1'-0"

B AIR CONDITIONING ROOF CURB DETAIL
12" = 1'-0"

C OVERFLOW SCUPPER
_ 3" = 1'-0"

E WALL CORNER EXPANSION JOINT SECTION
_ 1 1/2" = 1'-0"

D ROOF PARAPET EXPANSION JOINT SECTION
VERT. VERT. VERT.

VERT.

HORIZ.

VERT.

A-1.1 1 1/2" = 1'-0"

G DOOR JAMB AT EXISTING WALL
1 1/2" = 1'-0"

F DOOR HEAD AT EXISTING WALL
A-1.17 1 1/2" = 1'-0"

H DOOR THRESHOLD AT EXISTING WALL
VERT. HORIZ.

A
A ADDENDUM 1 08/15 VN RC
GENERAL NOTES:

1. SEISMIC COLORSEAL IS HELD IN PLACE BY

THE BACK-PRESSURE OF THE EXPANDING
FOAM IN CONJUNCTION WITH A FIELDINSTALLED BEAD OF SILICONE CAULK AT THE SUBSTRATE-TO-BELLOWS INTERFACE.

A
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 49 126
COPING; SLOPE TOWARD ROOF (PAINTED)
6" CONCEALED SPLICE PLATE @ EACH JOINT
16 GA. ANCHOR CHAIR
4 FASTENERS PER ANCHOR CHAIR
MIN. 40 MIL. SELF ADHERING

UNDERLAYMENT

POLY URETHANE SEALANT

POLY URETHANE SEALANT
COUNTER FLASHING FASTENED 8" O.C

THROUGH BUTYL TAPE
TERMINATION BAR FASTENED 8" O.C.

THROUGH BUTYL TAPE

PVC ROOFING MEMBRANE ADHERED TO
WALL

PVC ROOFING MEMBRANE
R-30 INSULATION STAGGER ALL JOINTS,

FASTEN PER SPECIFICATION

METAL DECK
3XPT PLATE W/ 1/2" AB @ 32" O.C., 6" EMB
4" to 6" PARAPET CAP

FLASHING OVER ONE

COURSE OF SMOOTH

FINISH CONCRETE

BLOCK, COLOR TO

MATCH EXISTING
4" to 6"

COVERBOARD

HOT-AIR WELD LAP SEAMS

HVAC BASE UNIT

GASKETING OUTER FLANGE

GASKETING INNER FLANGE

ROOF CURB
R-30 INSULATION

DUCTWORK FIELD SUPPLIED

ROOFING MATERIAL TO EXTEND

UP AND UNDER BASE FLANGE

CANT STRIP FIELD SUPPLIED
16 GAUGE METAL FLASHING

TAPERED ROOF
INSULATION (R-30)

METAL DECKING

CHANNEL SEE ROOF

FRAMING PLAN

PROVIDE ADDITIONAL STEEL

CHANNEL AS REQUIRED TO

ELEVATE CURB ABOVE

TAPERED ROOF INSULATION
NOTES:

1. CONTRACTOR TO REMOVE CANT STRIP IF RECOMMENDED BY MANUF FOR WARRANTY PUPOSES

2. EDGE SEALANT IS REQUIRED ON ALL END LAPS, T-JOINTS, AND FIELD CUT EDGES. 16 GAGE COUNTER FLASHING
ANCHORED 8" O.C .

SET METAL FLANGE IN ROOF CEMENT AND

PRIME PRIOR TO STRIPPING

PVC ROOFING MEMBRANE ADHERED TO
WALL

PVC ROOFING MEMBRANE
R-30 INSULATION STAGGER ALL JOINTS,

FASTEN PER SPECIFICATION

METAL DECK

REDWOOD NAILER

ALL PILES SET IN BITUMEN SEE PVC EDGE SEALANT

SPECIFICATIONS FOR SURFACING
NOTES:

1. CONTRACTOR TO REMOVE CANT STRIP IF RECOMMENDED BY MANUF FOR WARRANTY PUPOSES

2. EDGE SEALANT IS REQUIRED ON ALL END LAPS, T-JOINTS, AND FIELD CUT EDGES.

PVC ROOFING MEMBRANE

COVERBOARD
R-30 INSULATION STAGGER ALL

JOINTS, FASTEN PER

SPECIFICATION

METAL DECK

ROOF DRAIN
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

ROOF AND EXPANSION JOINT DETAILS EXISTING
A-12.2

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A-4.1 12" = 1'-0"

A SURFACE MOUNTED COUNTER FLASHING AND PARAPET CAP FLASHING AT EXISTING 12" = 1'-0"

B AIR CONDITIONING ROOF CURB DETAIL AT EXISTING
12" = 1'-0"

C OVERFLOW SCUPPER AT EXISTING
VERT. VERT. VERT.

NOTES:

1. CONTRACTOR TO REMOVE CANT STRIP IF RECOMMENDED BY MANUF FOR WARRANTY PUPOSES

2. EDGE SEALANT IS REQUIRED ON ALL END LAPS, T-JOINTS, AND FIELD CUT EDGES. 3" = 1'-0"

D ROOF DRAIN DETAIL
VERT.
5-14-2025 50 6/11/2025 6/11/2025 126
3'-0" 1'-6" 3'-6"
2'-4 3/8"

REMOVABLE BACK PANEL

BASE AS SCHEDULED

PHENOLIC RESIN

WORK SURFACE

FLOOR MOUNTED, FIXED
BASE CABINET; SEE

ENLARGED LAB PLANS

FOR TYPE AND LOCATION

CONTINUE ALL SCHEDULED

FLOORING UNDER CASEWORK,
TYP.

METAL ADJUSTABLE
SHELVING UNITS; TYPE
& LOCATIONS

INDICATED IN

ENLARGED LAB PLANS

WALL MOUNTED,

DOUBLE SLOTTED

VERTICAL SHELVING
UPRIGHTS, MIN 36 IN
LONG
NOTE: AT COLD ROOM PROVIDE

SCHEDULED STAINLESS STEEL

ADJUSTABLE SHELVING, BENCH

TOP, AND BASE CABINET
1'-1 3/4" 1'-0" 2'-0"
1/8" 1/2"
1'-0"

HORIZONTAL SUPPORT

RAIL, TOP AND BOTTOM,
TYP.
3'-0" 2'-0" 3'-0"
2'-4 3/8"

REMOVABLE BACK PANEL

BASE AS SCHEDULED

PHENOLIC RESIN

BENCH TOP

FLOOR MOUNTED,
FIXED BASE CABINET;

SEE ENLARGED LAB

PLANS FOR TYPE AND

LOCATION

CONTINUE ALL SCHEDULED

FLOORING UNDER CASEWORK,
TYP.
1'-0"

PAINTED METAL WALL

CABINET WITH

ADJUSTABLE SHELVING,
TYP. 2 SHELVES PER
CABINET; SEE ENLARGED

LAB PLANS FOR TYPE AND

LOCATION
11 1/2" 11 1/2" 11 1/2"
1/8" 1/2"
3'-0" 2'-0" 3'-0"
2'-4 3/8"

REMOVABLE BACK PANEL

BASE AS SCHEDULED

PHENOLIC RESIN BENCH
TOP

INTERMEDIATE SUPPORT AS
REQUIRED; SEE LAB ELEVATIONS
FOR LOCATIONS.

CONTINUE ALL SCHEDULED

FLOORING UNDER CASEWORK,
TYP.
1'-0"

PAINTED METAL WALL

CABINET WITH

ADJUSTABLE SHELVING,
TYP. 2 SHELVES PER
CABINET; SEE ENLARGED

LAB PLANS FOR TYPE AND

LOCATION

CABINET BEYOND, WHERE

OCCURS, SEE ELEVATIONS

PARTITION AS SCHEDULED
120 V

DATA PLUGTAILS
VACUUM

COMPRESSED AIR

ELECTRICAL RACEWAY
(3) 120V, 15A DUPLEX

RECEPTICALCES

FRONT ELEVATION OF

WORKSTATION
PROVIDE SERVICE FITTINGS:

COMPRESSED AIR & VACUUM (TYP.);

DATA CONNECTION
(SEE TELECOMM)
7'-0"
30"- 36" A
DJ. H
EIG
H
T
4'-0"
3'-0" 1'-10" 1'-1" 1'-1"

ADJUSTABLE UPPER

SHELVING, TYPICAL

PROVIDE TWIST LOCK ELECTRICAL AND DATA
CONNECTION TO CEILING INTERFACE PANEL;

POWER & DATA DOWN BACK COLUMN, ALSO
PROVIDE SPIRAL CABLE MGMT WRAP, RE: DIV 12

LED TASK LIGHT AT ALL

LOWER SHELVING, TYPICAL
1" THICK METAL SHELVES WITH HAT SECTION
STIFFENERS, TYP.

PROVIDE SERVICE FITTINGS:

COMPRESSED AIR, VACUUM
NOTES:

1. REFER TO ENLARGED LAB PLANS AND ENGINEERING DRAWINGS FOR

LOCATIONS AND UTILITY LOCATIONS

2. PROVIDE 6'-0" LONG FLEX LINE WITH QUICK CONNECT DISCONNECT FOR

EACH SERVICE INDICATED FOR CONNECTION TO THE CEILING SERVICE PANEL; COLOR OF FLEX LINES: WHITE.

EPOXY RESIN WORK

SURFACE

RACEWAY
(3) 120V, 15A DUPLEX

RECEPTICALCES PER SIDE
(1) DATA PORT PER SIDE
LEVELERS, TYP.

ADJUSTABLE UPPER

SHELVING, TYPICAL

FLOOR AS SCHEDULED

CONTINUOUS BASE AS

SCHEDULED, ADHERE TO

CASEWORK BASE
CASEWORK BASE, TYP.

REMOVABLE BACK PANEL

AT KNEESPACE

FLOOR AS SCHEDULED

VINYL COVE BASE
CASEWORK BASE, TYP.

FLOOR MOUNTED CASEWORK

CONTINUOUS SEALANT, TYP
4"
18 GA. GALVANIZED SHEET
METAL STRIP. MIN. 1 1/2"
HIGH. ATTACH TO BASE
CABINET WITH 1/8" RIVETS @
6" O.C.
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124
LABORATORY DETAILS 1
A-12.3

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
1 1/2" = 1'-0"

A CASEWORK SECTION - TYPICAL FLOOR MOUNTED, FIXED BENCH AT WALL WITH SHELVING 1 1/2" = 1'-0"

B CASEWORK SECTION - TYPICAL FLOOR MOUNTED, FIXED BENCH AT WALL 1 1/2" = 1'-0"

C CASEWORK SECTION - TYPICAL KNEESPACE AT FIXED BENCH AT WALL 3/4" = 1'-0"

D TYPICAL BENCH ELEVATION
3/4" = 1'-0"

E TYPICAL BENCH SECTION
3" = 1'-0"

F BASE DETAIL AT KNEESPACE
3" = 1'-0"
G TOE-KICK DETAIL TYP.

VERT. VERT. VERT.

VERT. VERT.

VERT. VERT.
5-14-2025 51 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126

PARTITION TYPE AND

FINISH AS SCHEDULED

CONTINUOUS

HORIZONTAL STUD

REINFORCING AT

OPENING TOP AND
BOTTOM

SEAL BETWEEN WALL,

PIPING OUTLET AND

WALL PLATE WITH

SILICONE SEALANT

FIXTURE AS SCHEDULED

SEE PLUMBING FOR CONNECTION

WALL PLATE WITH

BEVELED EDGE
C
L
1/2"

MOUNTING SCREWS
1/2"
4"
2" 2"
CL

MOUNTING PLATE

HOLE DRILLS FOR
SCREW

LOCATIONS

OPENING FOR LAB

GAS TURRET
DETAIL NOTES: PIPING

1. PLATE MATERIAL TO BE 1/8" SATIN FINISHED STAINLESS STEEL

2. EACH END OF PLATE SHALL BE ATTACHED TO WALL STUDS (OPTION ATTACHED TO

STRAPPING W/CUTOUT FOR LAB GAS PIPING)

3. PLATE TO HAVE SLIGHTLY BEVELED EDGES

4. PLATE WILL BE MOUNTED USING (6) SHEET METAL BORING STAINLESS STEEL SCREWS

5. SEAL AT ALL EDGES
CL
6"
3" 3"
4"
1/2"
3" 5 1/2" 3"
11 1/2"
1/2"
4"

LINE OF COUNTERTOP

SINK (REFER TO PLANS
AND SCHEDULE ON Q0003

FOR WHERE REQUIRED)

PIPING PASS THROUGH
(TYP.)
1/2" W EMBEDDED

EPOXY COLOR STRIP

FOR SECURITY STRIP

SERVICE FIXTURE
PORT (TYP.)
SHROUD

ENCLOSURE PANEL

TO CEILING
SASH COUNTERWEIGHT MECHANISM

EXHAUST COLLAR

REMOVABLE ACCESS
PANEL
BAFLE
1/2"W EMBEDDED

EPOXY COLOR STRIP

FOR SECURITY STRIP

CORD ACCESS W/

OPEN FACE PLATE

SERVICE CHASE

REFER TO CABINET

DETAILS
EXHAUST DUCT (BY DIV.23)
LOW FLOW ALARM (BY DIV.26)

LIGHT AND BLOWER SWITCH

ELECTRICAL DUPLEX
2" DIA CONDUIT W/

THREADED CAP &

NEOPRENE SELF

CLOSING GASKET
LOC. @ BOTH

SIDES FOR

POWER CORD
ACCESS

REFER TO PLANS AND

ELEVATIONS FOR

CABINET

CONFIGURATION,

TYPES AND SIZES
(TYP.)
SHROUD

ENCLOSURE PANEL

TO CEILING
SECTION 6' FUME HOOD - ELEVATION
6' FUME HOOD - PLAN

VENT IN ACID,

CORROSIVES AND

BASE CABINETS
3 7/8"

FINISHED WALL

TOP VIEW
1" IPS X 21 STAINLESS STEEL NIPPLE

ESCUTCHEON

STAINLESS STEEL SHOWER HEAD CENTERED OVER

RECESSED CABINET
"PANIC BAR" FOR ACTIVATING EYE/FACE WASH

REMOVEABLE VALVE/ACCESS PANEL

STIANLESS STEEL SHOWER ACTUATING ARM
1" IPS BRASS BALL VALVE WITH UNIONS ON INLET

AND OUTLET
1" NPT FEMALE INLET

REMOVEABLE DRAIN ACCESS PANEL
1'-0" 1/2" OD BRASS DRAIN TAILPIECE (SEE M.E.P.

FOR CONNECTION DETAIL TO BLDG. DRAIN SYSTEM

FRONT VIEW (CLOSED DRAIN PAN)
CL
CLEAR MIN.
1'-6"

CLEAR MIN
1'-6"
1'-9"
2'-9"

PIPING AND FITTINGS TO BE PROVIDED

BY MECHANICAL TRADE
(2) SPRAY HEADS

STAINLESS STEEL

DRAIN PAN
3'-0"
10"
FINIS
H
E
D
FLO
O
R
96" M
A
X. T
O
S
WIN
G
8 7°
1'-5"
FINIS
H
E
D
FLO
O
R
48" M
A
X. T
O
2'-9 1/2"

CROSS SECTION
(OPENED DRAIN PAN)
1'-7 1/8"

MOUNT CORNER

GUARD TO TOP OF

SCHEDULED BASE

STAINLESS STEEL

CORNER GUARD
WITH 3" WINGS

AND ALUMINUM

RETAINERS

COVE BASE AND

FLOORING AS

SCHEDULED
6' H
EIG
H
T
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124
LABORATORY DETAILS 2
A-12.4

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
6" = 1'-0"

B SINGLE NOZZLE FITTING THROUGH WALL DETAIL
3" = 1'-0"

C GAS NOZZLE MOUNTING PLATE
1" = 1'-0"

D FUME HOOD DETAILS
1" = 1'-0"
E ESS-1 BARRIER-FREE EMERGENCY SHOWER / EYEWASH
A-1.1 1 1/2" = 1'-0"
A CORNER GUARD - 3D
5-14-2025 52 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126

FACE OF HEAVY DUTY STEEL DOUBLE

SLOTTED METAL STANDARD BEYOND AS

INDICATED IN ELEVATIONS, POWDER

COATED FINISH TO MATCH LAB
CASEWORK, TYP.

STEEL BOOKEND BRACKET
TYP. @ BOTH ENDS, POWDER

COATED FINISH TO MATCH
LAB CASEWORK, TYP.
1"

STEEL SHELF, POWDER COATED

FINISH TO MATCH LAB CASEWORK,
TYP. SHELVES TO BE

INTERCHANGEABLE AT WALL, FIXED

BENCH, & DEMOUNTABLE BENCH
LOCATIONS, TYP.

B
A
C
K
S
H
ELF
G
U
A
R
D
4" HIG
H
1" 1" R 1/4"
4"
1'-0"

POWDER COATED STEEL SHELF

RETAINER, FINISHED TO MATCH
LAB CASEWORK, TYP.

WALL SURFACE

HEAVY DUTY POWDER COATED

STEEL DOUBLE SLOTTED

METAL STANDARD, FINISH TO
MATCH LAB CASEWORK, TYP.

POWDER COATED STEEL

BOOKEND SHELF BRACKET FINISH
TO MATCH LAB CASEWORK, TYP.

POWDER COATED STEEL SHELF,

FINISH TO MATCH LAB
CASEWORK, TYP.

HORIZONTAL

SUPPORT RAIL, TOP
AND BOTTOM, TYP.

SS RETAINER BAR(S) TO EXTEND

THE ENTIRE WIDTH OF SHELF
UNIT.

SEALANT
4"
3/4"
2" CONTINUOUS GALVANIZED STEEL ANGLE

WITH EXPOSED SHARPE CORNERS
BEVELLED AND SMOOTHED.

SCHEDULED PARTITION

SEALANT
1/8" BEVEL AT BACKSPLASH,
TYP.

FINISH TO MATCH COUNTER
TOP SURFACE.
1"

OPENING IN WORK SURFACE
FOR SERVICES, TYP.

FIXED CASEWORK
BELOW

SEE PLAN & SINK SCHEDULE

FOR SINK TYPES & FIXTURES
S
E
E
PLA
N

SHELVING ABOVE WHERE
SHOWN

SEE ELEVATIONS FOR

ADJACENT CASEWORK WHERE
SHOWN
3"

CONTINUOUS ACRYLIC

SPLASHGUARD &

PEGBOARD

REFER TO ELEVATIONS

FOR CABINET INFO

SERVICE
COLUMN

METAL PANEL ENCLOSED
SERVICE COLUMN ON 1 1/4"

UNISTRUT FRAMING WITH

REMOVABLE ACCESS
PANELS. RUN FRAMING

FROM FLOOR SLAB TO
STRUCTURE ABOVE. STOP

METAL PANEL AT BENCH
TOP & AT 6" ABOVE CEILING.
6" 2'-6"
S
E
E
D
E
T
AIL
4"

WALL MOUNTED SERVICE

FIXTURES, WHERE

INDICATED IN THE ENLARGED

LAB PLANS

DELUGE EMERGENCY

EYEWASH

HOT/COLD WATER FAUCET

DI WATER SPIGOT
EPOXY OR 20 GA STAINLESS STEEL DRYING RACK W/
1/2" D X 6" LONG POLYPROPYLENE PEGS. PROVIDE
DRAIN HOSE TO SINK. (SEE PLANS AND ELEVATIONS

FOR LOCATION)

S/S DRAIN SPOUT
3" 3" 3" 3" 3" 3"
18"
4" 4" 4" 4" 3" .1"
24"
2 1/2"
2 1/2"

CONTINUOUS MOUNTING BRACKET
2" X 1/2" X 1/8"
CHANNEL CONT.

INSIDE UMBLICAL

AS REQUIRED

DRIP TROUGH -

SEAL AT ENDS

UMBILICAL MOUNTED

WALL MOUNTED

SEE PLANS FOR

SINK TYPE

LOCATIONS

PEGBOARD, SEE

ELEVATIONS AND

PLANS FOR
LOCATIONS, 5/Q0901

FOR MORE INFO

OFOI PAPER

TOWEL & SOAP

DISPENSERS

DI OUTLET, SEE PLANS AND

ELEVATIONS FOR LOCATIONS

SHELF FOR OFOI WATER

POLISHER, SEE ELEVATIONS

AND PLANS FOR LOCATIONS,

CENTERED ON CABINET
BELOW, TYP.

DUPLEX POWER OUTLET,

SEE ELECTRICAL

DRAWINGS FOR

LOCATIONS
7'-0"
S
E
E
S
H
E
E
T
Q0002
F
O
R
C
A
S
E
W
O
R
K
T
Y
P
E
S

FIXED BASE CABINETS,

SEE ELEVATIONS AND
PLANS FOR TYPES, TYP.
1"
6" 1'-0" 6"

WALL MOUNTED

POLISHED WATER

DISPENSER

WALL MOUNTED, DUAL

CHANNEL

DATA/POWER
RACEWAY.

DI WATER
SPIGOT

EMERGENCY

EYEWASH
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124
LABORATORY DETAILS 3
A-12.5

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
3" = 1'-0"

A ELEVATION ABOVE COUNTERTOP WALL SUSPENSION SYSTEM
3" = 1'-0"
B TYP. DETAIL AT ABOVE COUTERTOP WALL SUSPENSION SYSTEM 6" = 1'-0"
C BACKSPLASH SECTION DETAIL AT FLOOR MOUNTED, FIXED CASEWORK, TYP. 1 1/2" = 1'-0"

D TYPICAL FIXED SINK DETAIL WITH VERTICAL UTILITY CHASE LOCATED AS REQUIRED 1" = 1'-0"

E DRYING RACK DETAIL
1/2" = 1'-0"

F TYPICAL LABORATORY SINK ELEVATIONS
HORIZ.

VERT. VERT.

VERT. VERT. VERT.
5-14-2025 53 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 126
5"
252

TOP INSERT
TILE; IS1
1 1/2" TACTILE ROOM

NUMBER WITH BRAILLE
HELVETICA NEUE 55
ROMAN; WHITE TEXT
1'-0"

WORK ROOM
A2

EXTERIOR SIGNAGE SHALL BE COATED
METAL WITH VINYL GRAPHICS.
3" 8"
3/4" (18mm) TACTILE

ROOM DESCRIPTION

WITH BRAILLE
HELVETICA NEUE 55
ROMAN; BLACK TEXT
3"
1'-2"
252
UNISEX

BOTTOM INSERT
TILE; IS2
6" SYMBOL
RAISED GRAPHICS;
WHITE

TOP INSERT
TILE; IS1
1 1/2" TACTILE ROOM

NUMBER WITH BRAILLE
HELVETICA NEUE 55
ROMAN; WHITE TEXT
A6 9"
48" MINIMUM60" MAXIMIUM

LATCH SIDE OF
DOOR

FINISHED
FLOOR
WALL MOUNTED TYPES A1, A2,
A4, A7, C1, SIGNAGE

TACTILE CHARACTERS OF
SIGNS ARE TO BE LOCATED 48"
MIN. ABOVE FF MEASURED

FROM BASELINE OF LOWEST
TACTILE CHARACTER AND 60"
MAX. FROM BASELINE OF
HIGHEST TACTILE CHARACTER.
48" MINIMUM
60" MAXIMIUM

LATCH SIDE OF
DOOR

FINISHED
FLOOR
DOOR MOUNTED TYPES A5, A6 SIGNAGE

TACTILE CHARACTERS OF
SIGNS ARE TO BE LOCATED 48"
MIN. ABOVE FF MEASURED

FROM BASELINE OF LOWEST
TACTILE CHARACTER AND 60"
MAX. FROM BASELINE OF
HIGHEST TACTILE CHARACTER.

EQ EQ
18" MIN
18" MIN

LOCATION OF TACTILE

SIGN AT DOORS SHALL

BE CLEAR FLOOR SPACE

CENTERED ON TACTILE

CHARACTERS
CL
F2
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

SIGNAGE TYPES DETAILS
A-12.6

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
GENERAL SIGNAGE NOTES:

1. CONTRACTOR TO VERIFY ROOM NUMBER, ROOM, OCCUPANT NAME, JOB TITLE, AND WORKSTATION NUMBER WITH OWNER PRIOR TO FABRICATION.

2. CONTRACTOR SHALL INSTALL INITIAL INSERT WITH TYPOGRAPHY AS SHOWN FOR SIGN TYPES A2. PROVIDE A TOOL-LESS SYSTEM WHERE TILES AND PAPER INSERTS MAY BE REMOVED AND CHANGED WITHOUT SPECIALTY TOOLS.

3. ALL SIGNAGE SHALL CONFORM WITH 2022 CBC ACCESSIBILITY GUIDELINES, INCLUDING BUT NOT LIMITED TO: PROPORTION, COLOR CONTRAST AND RELIEF, NOT HAVE SHARP OR ABRASIVE EDGES; RAISED CHARACTERS SHALL BE 1/32 INCH MINIMUM ABOVE BACKGROUND. ALL CHARACTERS SHALL BE UPPER CASE AND SANS SERIF. CHARACTER PROPORTIONS, STROKE THICKNESS, CHARACTER SPACING, LINE SPACING HEIGHT MINIMUM 5/8 INCH AND 2 INCH MAXIMUM. BRAILLE NOT TO BE MORE THAN 1/2 INCH BELOW THE LETTERS OR NUMBERS IT IS TRANSLATING.

4. REFERENCE SPECIFICATION SECTION 10 14 23.16 ROOM-IDENTIFICATION PANEL SIGNAGE FOR ADDITIONAL SIGNAGE TYPE CONSTRUCTION AND MATERIAL REQUIREMENTS.

5. CHARACTERS, PICTOGRAMS, SYMBOLS, AND BACKGROUNDS SHALL HAVE A NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND.

6. SIGNAGE SHALL BE LOCATED ALONGSIDE DOOR AT LATCH SIDE AS SHOWN. WHERE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. IF BOTH LEAFS ARE ACTIVE, SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES BY 18 INCHES MINIMUM CENTERED ON THE TACTILE CHARACTERS IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. _ 6" = 1'-0"
A TYPE A2 STANDARD ROOM SIGN
_ 6" = 1'-0"
B SIGN TYPE A6 - UNISEX
_ 1/2" = 1'-0"

C SIGNAGE LOCATIONS
_ 6" = 1'-0"
D TYPE F2
A ADDENDUM 1 08/15 VN RC
A
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 54 126
TOP OF WALL BRACING @ 48" O.C. MIN.
5/8" THK. GYPSUM BOARD BOTH SIDES

SUSPENDED ACOUSTIC TILE CEILING
METAL TOP TRACK, TYP.
6"MIN.

CONTINUE WHERE

CALLED FOR ON
PLANS
CONT. GYP. CAP EDGE, TYP.

METAL STUDS - SEE WALL

TYPES FORSIZE AND SPACING
2"0 2"0
SEE R.C.P.
1 SEE R.C.P.
(1) #8
SCREW
EACH
FLANGE
(3) #8 SCREW EACH

FLANGE STRAP TO

TRACK BLOCKING
1 5/8" x 25 GA. MIN. STRAP ON

SIDE(S) WHERE DRYWALL FINISH
DOES NOT OCCUR. LOCATE AT
4'-0"o.c VERTICALLY AND 4"

BELOW ANY SLIP TRACK HEAD
DETAIL.
#8 SCREW EACH FLANGE

BLOCK WITH MATCHING TRACK
SECTION AT EA. WALL OPENING,
END OF WALL, AND AT 8'-0" O.C.

ALONG STRAP.

CUT TRACK FLANGE AND
BEND AS SHOWN.

DRYWALL FINISH.

STEEL STUD

FRAMING PER WALL
TYPES

BASE PER FINISH SCHEDULE

METAL STUD WALL, SEE WALL

TYPES FOR STUD SIZE AND

SPACING

METAL TRACK
5/8" THICK GYPSUM BOARD
EACH SIDE TYPICAL (U.N.O.)
HILTI "ZF" SHOT-PINS
(0.138" DIA. x 1" MIN. EMBEDMENT)
I.C.C. ESR 1663
E3 1/2" 3 1/8"
Q
E
Q
6"MIN.

NOTES:

1. THE STRUT SHALL BE

VERTICAL AND IT SHOULD
NOT BE MORE THAN 1 : 6 OUT
OF PLUMB.

2. STRUTS SHALL COMPLY WITH
IBC STANDARD 25-2

3. CONDUITS SHALL BE

FASTENED AT BOTH ENDS
WITH A 12 GA WIRE RUNNING
THRU THE CONDUIT.
2"0
1 FLOOR OR
ROOF

STRUCTURE
3 5/8" X 20 GA.

METAL STUD
W/2 - #8 X 1 1/2"
SCREWS
(4) - 12 GA. SPLAY
WIRES
STRUT @ 12'-0"
O.C. EACH WAY

HEAVY DUTY

CROSS RUNNERS
AT 2'-0" O.C.
(2) #8 SCREW

FASTENERS

HEAVY DUTY CROSS
RUNNERS AT 2'-0" OR
4'-0" O.C.
2 - # 8 SCREW FASTENERS
3 5/8" X 20 GA. METAL STUD
(STRUT) W/ #6 SCREW
FASTENER @ 18" O.C.
2 CL
4' -0"

MAXIMUM
STRUT

SECTION
5/8" THK.

GYPSUM
BOARD

METAL STUDS - SEE WALL TYPES

FOR SIZE AND SPACING

CEILING JOINT - SEE
DET. E/A-12.7,

GYPBOARD CEILING

SUPPORT JOISTS FOR
SIZE AND SPACING.

CORNER
BEAD
7' HIGH
9' HIGH
5/8" THK. GYPSUM BOARD
6"MIN.

METAL STUDS - SEE WALL

TYPES FOR SIZE AND

SPACING

CEILING JOINT - SEE
DET. E/A-12.7,

GYPBOARD CEILING

SUPPORT JOISTS FOR
SIZE AND SPACING.
5/8" THK. GYPSUM
BOARD

SUSPENDED

ACOUSTIC TILE

CEILING
MET. REVEAL

MOULDING, RUST

RESISTANT

CORNER BEAD
1 1
2"
24"
ATTACHMENT OF BOTTOM TRACKS:

1. TRACK FOR STUD WALLS RESTING ON

CONCRETE SLAB SHALL BE ANCHORED

WITH POWER DRIVEN FASTENER, HILTI
"ZF" SHOT-PINS (0.138" DIA. x 1" MIN.

EMBEDMENT) I.C.C. ESR 1663 AT

CENTER LINE OF TRACK OR APPROVED
EQUAL AT 16" O.C. U.O.N.

2. TRACKS FOR STUDS MOUNTED ON

STRUCTURAL FRAMING MEMBERS

SHALL BE WELDED TO THEIR SUPPORTS
WITH 1/16" FILLET WELD X 2" @ EA. SIDE
OF TRACK AT 16" O.C., MIN.

3. TRACKS AT DECK: USE FASTENERS
AS INDICATED ON NOTE. 1. ABOVE WITH
SPACING AT 12" O.C.

FASTENER W/
WASHER
SEE NOTES 1 & 3
1/16

1. WELD CONNECTION
LENGTH OF FLANGE, OR 2.

THREADED CONNECTION (2)
#8 SMS PER SIDE
STL. STUDS ,

SEE SPACING IN

THE WALL TYPE

SCHEDULE

BOTTOM RACK
(TOP TRACK

SIMILAR)
9'-7"
12'-2"
13'-1"
14'-8"
16'-11"
14'-3"
15'-1"
9'-7"
14'-6"
16'-10"
14'-8"
19'-2"
20'-6"
24'-0"

MAXIMUM SPAN

CEILING TIES (BRACING)

AT MID-SPAN

CEILING TIES (BRACING)
AT 4'-0" o.c. MAX
362S125-33
600S162-33
600S137-43
600S137-33
600S162-43
800S137-43
800S137-54
16" o.c.

GYPBOARD CEILING
SPACIN
G

CEMCO STUD

DESIGNATIO
N
GYPBOARD CEILING SUPPORT JOISTS:

1. STEEL STUDS SHALL BE MANUFACTURED BY CEMCO IN CONFORMANCE WITH ICC-ESR 3016

2. STEEL STUDS SHALL BE OF 33 KSI STEEL EXCEPT 16 GA. (54 MIL)AND THICKER SHALL BE 50 KSI STEEL (YIELD STRENGTH).

3. WHERE CEILING SUPPORTED TOILET PARTITIONS OCCUR, USE 600S162-43 @ 16" O.C. UP TO 15'-0" MAXIMUM SPAN, WITH BRACING AT 4'-0" o.c. MAX.

4. EQUAL SIZE JOISTS WITH WIDER FLANGES MAY BE SUBSTITUTED FOR TYPE CALLED IN THE SCHEDULE.

5. STUD TRACKS SHALL BE UNPUNCHED STUDS OF SAME GAUGE AS STUD, U.N.O.

6. 3 5/8" x 18 GA. MIN. CEILING TIES (SEE SCHEDULE) WITH 1 - #8 SCREWS AT EACH JOIST.

AT 16 GA. AND HEAVIER JOISTS CEILING TIE GAGE TO MATCH JOIST GAGE.

7. AT GYPBOARD CEILING, JOIST SPANS LISTED ARE FOR 1 LAYER OF 5/8" OR THINNER

GYPBOARD
16" o.c.
16" o.c.
16" o.c.
16" o.c.
16" o.c.
16" o.c.
5/8" THK.

GYPSUM BOARD

BOTH SIDES
METAL TOP TRACK, TYP.

METAL STUDS - SEE WALL

TYPES FOR SIZE AND

SPACING
SEE R.C.P.SEE R.C.P.

SEE DET. E/A-12.7,

GYPBOARD CEILING

SUPPORT JOISTS FOR
SIZE AND SPACING.
16'-8"
15'-8"
14'-7"
17'-11"
20'-0"
36'-0"
32'-0"
28'-0"
24'-0"
600S162-33
600S137-43
600S137-33
600S162-43
600S162-43
800S162-43
1000S200-54
1000S162-54
800S162-54
48"o.c.
48"o.c.
48"o.c.
48"o.c.
48"o.c.
48"o.c.
48"o.c.
48"o.c.
48"o.c.
6'-0" o.c. MAXIMUM
6'-0" o.c. MAXIMUM
6'-0" o.c. MAXIMUM
6'-0" o.c. MAXIMUM
6'-0" o.c. MAXIMUM

MID-SPAN

T-BAR CEILING

SPACING MAXIMUM
SPAN

CEMCO STUD

DESIGNATION

CEILING TIES
(BRACING) SPACING
SUSPENDED CEILING SUPPORT JOISTS:

1. STEEL STUDS SHALL BE MANUFACTURED BY CEMCO IN CONFORMANCE WITH ICC-ESR 3016

2. STEEL STUDS SHALL BE OF 33 KSI STEEL EXCEPT 16 GA. (54 MIL)AND THICKER SHALL BE 50 KSI STEEL (YIELD STRENGTH).

3. CEILINGS TO BE SUSPENDED GRID SYSTEM WITH LIGHT FIXTURES ONLY.

SHEATHING SHALL NOT BE APPLIED TO THE TOP OF JOISTS.

4. CEILINGS TO HAVE SUFFICIENT TOTAL ACCESS FROM BELOW, SUCH THAT ACCESS IS NOT REQUIRED WITHIN THE SPACE ABOVE THE CEILING.

NOTES:

1. ALL WORK SHALL BE DONE TO CONFORM WITH C.B.C.

SECTIONS 808 AND 1613 AND ASTM C635 AND ASTM
C636.

2. ALL T-BAR CEILING SUSPENSION COMPONENTS TO BE

HEAVY DUTY

3. PROVIDE SEISMIC TIES AS SHOWN AT 12'-0" O.C. EACH
DIRECTION MAXIMUM SPACING AND 4'-0" FROM ALL
WALLS. ICC-ESR-1308 SEE VERTICAL STRUT DETAIL

CROSS TEE RUNNER

HEAVY DUTY
(4) - 12 GA. HANGER WIRE

MAIN TEE RUNNER

HEAVY DUTY
2" MAX
45° 45°
45°
(4) - 12 GA. HANGER WIRE
5/8" THK. GYPSUM BOARD

BOTH SIDES

SUSPENDED

ACOUSTIC TILE

CEILING
METAL TOP TRACK, TYP.

CONT. GYP. CAP EDGE, TYP.

METAL STUDS -

SEE WALL TYPES
FOR

SIZE AND

SPACING
2"0
SEE R.C.P.SEE R.C.P.
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

CEILING AND WALL FRAMING DETAILS
A-12.7

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
_ 1 1/2" = 1'-0"

J TOP OF STUD WALL
_ 1 1/2" = 1'-0"

K STUD WALL BRACING DETAIL
_ 1 1/2" = 1'-0"

L METAL STUD WALL PLATE
_ 1 1/2" = 1'-0"

H CEILING STRUTS
_ 1 1/2" = 1'-0"

I CEILING TRANSITION
_ 1 1/2" = 1'-0"
D GYP. BD. TO TILE CEILING TRANSITION
_ 1 1/2" = 1'-0"

G BOTTOM TRACK
_ 1 1/2" = 1'-0"
E GYP. BOARD CEILING SUPPORT JOIST
_ 1 1/2" = 1'-0"

F HARD CEILING
_ 1 1/2" = 1'-0"

A SUSPENDED CEILING SUPPORT JOIST
_ 1 1/2" = 1'-0"

B T-BAR CEILING BRACING
_ 1 1/2" = 1'-0"

C T-BAR CEILING/ HARD CEILING
A ADDENDUM 1 08/15 VN RC
A
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 55 126
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124
TITLE 24 CALCULATIONS AND FORMS 1
A-13.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A
A ADDENDUM 1 08/15 VN RC
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 56 126
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
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600 Wilshire Blvd
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Tel: (213) 457-2200
124
TITLE 24 CALCULATIONS AND FORMS 2
A-13.2

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A ADDENDUM 1 08/15 VN RC
A
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 57 126
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124
TITLE 24 CALCULATIONS AND FORMS 3
A-13.3

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
A
A ADDENDUM 1 08/15 VN RC
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 58 126
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
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600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
124

AXONOMETRIC VIEWS
A-14.1

TIM KING
MAY 2025

RICHARD CHONG

DANIEL ARTEAGA

VALERIA NORATO
MAY 2025
MAY 2025
MAY 2025
5-14-2025 57 6/11/2025 6/11/2025 59 126

1. APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE (CBC).

2. REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND REQUIREMENTS.

3. RISK CATEGORY = III

4. LIVE LOADS:

FLOOR LIVE LOAD = 200 PSF
ELECTRICAL AREAS = 300 PSF

5. ROOF LOADS:

ROOF LIVE LOAD = 20 PSF

6. WIND LOAD:

CBC WIND PRESSURE
DESIGN WIND SPEED = 102 MPH (ULTIMATE)
= 80 MPH (ALLOWABLE)
EXPOSURE = C
DIRECTIONALITY FACTOR Kd = 0.85
TOPOGRAPHIC FACTOR Kzt = 1.0
INTERNAL PRESSURE COEFFICIENT = +/- 0.55 (PARTIALLY ENCLOSED)

7. SEISMIC LOAD:

SS = 2.053
S1 = 0.781
SDS = 1.367
SD1 = 0.884
SITE CLASS = D
SEISMIC DESIGN CATEGORY = E
IMPORTANCE FACTOR, Ie = 1.25
COMPONENT IMPORTANCE FACTOR, lp = 1.0
RESPONSE MODIFICATION FACTOR, R = 5.0 FOR SPECIAL REINFORCED MASONRY SHEAR WALLS ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE
DESIGN BASE SHEAR, V = 0.34*W
SEISMIC RESPONSE COEFFICIENT, Cs = 0.34

8. SOIL DESIGN PARAMETERS:

ALLOWABLE SOIL BEARING PRESSURE 2000 PSF
BEARING PRESSURE MAY BE INCREASED BY 1/3 FOR SEISMIC AND WIND LOAD COMBINATIONS.

COEFFICIENT OF FRICTION FACTOR 0.38, MAY BE COMBINED WITH LATERAL PASSIVE PRESSURE IF PASSIVE PRESSURE IS REDUCED BY 1/3
MINIMUM BEARING DEPTH 1'-6''

EQUIVALENT FLUID PRESSURES
PASSIVE 250 PCF

THE STRUCTURAL DESIGN HEREIN IS BASED ON GEOTECHNICAL RECOMMENDATIONS FROM GEOTECHNICAL INVESTIGATION REPORT TITLED "ENGINEERING RESOURCES OF SOUTHERN CALIFORNIA, INC. PROJECT # 5092-SF" PREPARED BY ARAGON GEOTECHNICAL, INC., DATED OCTOBER 21, 2024.

DESIGN CRITERIA

1. REINFORCING STEEL:

TYPICAL: ASTM A615, GRADE 60
WELDED: ASTM A706, GRADE 60

2. CLEARANCE FOR REINFORCEMENT BARS, UNLESS SHOWN OTHERWISE, SHALL BE:

UNFORMED SURFACES IN CONTACT WITH EARTH 3"
INTERIOR, DRY, FINISHED, HUMIDITY CONTROLLED AREAS:

WALLS AND SLABS 2"
ALL OTHER CONCRETE SURFACES: 2"

3. FABRICATE AND PLACE OF REINFORCING STEEL IN ACCORDANCE WITH CRSI MSP-1 "MANUAL OF STANDARD PRACTICE" AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL, CONCRETE FOR BUILDING".

4. POSITION SINGLE MAT REINFORCING AT MID-DEPTH FOR SLABS-ON-GRADE, UNLESS NOTED OTHERWISE.

5. PROVIDE DIAGONAL BARS AT CORNERS OF WALL, FLOOR, AND ROOF OPENINGS AND REENTRANT CORNERS OF FLOORS AND SLABS.

DIAGONAL BARS TO BE 2-#5 BARS UNLESS NOTED OTHERWISE.

6. SATISFY THE REQUIREMENTS SPECIFIED IN ACI 318 FOR REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE NOTED.

7. AT LOCATIONS WHERE MULTIPLE ELECTRICAL CONDUIT OR SMALL PIPING (6" DIAMETER OR LESS) IN CLOSE PROXIMITY PENETRATE

CONCRETE SLABS OR WALLS, SPACE PIPING/CONDUIT TO OCCUR BETWEEN TYPICAL REINFORCING WITHOUT CUTTING BARS, AND MAINTAINING MIN 2" CLEARANCE. IF REBAR MUST BE CUT, PROVIDE ADDITIONAL REBAR AROUND CONDUIT/PIPING GROUP PER TYP. DETAIL.

DO NOT ROUTE LARGE NUMBERS OF CONDUIT/PIPING THROUGH LOAD BEARING FOUNDATIONS OR FOOTINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER.

8. FOR SPACING REQUIREMENTS OF CONDUITS IN WALLS AND SLABS, REFER TO PIPING AND CONDUIT IN OR THROUGH SLAB OR WALL TYPICAL DETAIL.

CONCRETE REINFORCING

1. REFER TO CIVIL, ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS.

2. SEE PROCESS MECHANICAL, BUILDING MECHANICAL, AND ELECTRICAL DRAWINGS FOR PIPE SIZES, PIPE LOCATIONS, PIPE ENCASEMENT, PIPE SLEEVES, CONDUIT OR OTHER ITEMS TO BE EMBEDDED IN OR PASS THROUGH THE CONCRETE. IN GENERAL, EMBEDMENTS AND PENETRATION LESS THAN 12 INCHES IN DIAMETER ARE NOT SHOWN ON STRUCTURAL DRAWINGS. WHERE PIPE PENETRATIONS ARE SHOWN, THE CONTRACTOR IS TO VERIFY SIZE AND LOCATION WITH OTHER DISCIPLINES.

3. NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

4. STANDARD DETAILS ARE INTENDED TO BE TYPICAL AND APPLY TO SIMILAR SITUATIONS OCCURRING THROUGHOUT THE PROJECT, WHETHER OR NOT THEY ARE INDIVIDUALLY CALLED OUT.

5. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS, AND DETAILS. DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES.

6. COORDINATE OPENING DIMENSIONS IN WALLS, SLABS, AND DECKS WITH OTHER DISCIPLINE DRAWINGS.

7. FOR NUMBER, SIZE, ARRANGEMENT, AND/OR LOCATION OF EQUIPMENT PADS SEE OTHER DISCIPLINE DRAWINGS. COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO PLACING SLABS, WALLS AND FOUNDATIONS.

8. COORDINATE PIPING OPENINGS WITH OTHER DISCIPLINE DRAWINGS.

9. DO NOT CUT STRUCTURAL MEMBERS FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE ENGINEER.

10. SPECIAL INSPECTION AND STRUCTURAL OBSERVATION IS REQUIRED IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE AND AS INDICATED ON THE SPECIAL INSPECTION AND TESTING DRAWINGS.

GENERAL INFORMATION

1. SHORE EXCAVATION TO PREVENT SUBSIDENCE OR DAMAGE TO ADJACENT EXISTING STRUCTURES, STREETS, UTILITIES, ETC.

2. BEARING MATERIAL FOR ALL FOUNDATIONS AND SLAB-ON-GRADE FLOORS MUST BE STRUCTURAL FILL MATERIAL PREPARED IN ACCORDANCE WITH THE EARTHWORK SPECIFICATIONS AND AS SHOWN IN THE DRAWINGS.

3. DO NOT PLACE REINFORCING STEEL UNTIL THE GEOTECHNICAL ENGINEER HAS INSPECTED ALL FOUNDATION BEARING SURFACES.

4. PREPARE SUBGRADE IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS.

FOUNDATIONS

1. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENTS ARE IN PLACE. TEMPORARILY BRACE THE STRUCTURE FOR STABILITY UNTIL ALL PERMANENT BRACING SYSTEMS ARE COMPLETE. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING NECESSARY TO ENSURE THE STABILITY OF ANY AND ALL PARTS OF THE BUILDING DURING CONSTRUCTION. THE CONTRACTOR SHALL RETAIN

AT THE CONTRACTOR'S EXPENSE A PROFESSIONAL ENGINEER AS REQUIRED TO DETERMINE THE ADEQUACY OF ALL SHORING AND BRACING DURING CONSTRUCTION.

FORMWORK AND BRACING

1. FULLY GROUT MASONRY WALLS. PROVIDE MASONRY WITH A MINIMUM COMPRESSIVE STRENGTH (f`m) OF 2,000 PSI AT 28 DAYS.

2. PROVIDE MEDIUM OR NORMAL WEIGHT BLOCK IN ACCORDANCE WITH ASTM SPECIFICATION C90 WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 2,000 PSI.

3. PROVIDE MORTAR THAT CONFORMS TO ASTM C270, TYPE S WITH MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS.

4. PROVIDE GROUT THAT CONFORMS TO ASTM C476 AND CONTAIN A MIXTURE OF CEMENT, SAND, PEA GRAVEL AND WATER WHICH WILL COMPLETELY FILL ALL VOIDS IN THE WALL. PROVIDE GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS.

5. PROVIDE AGGREGATES FOR MORTAR AND GROUT OF NATURAL SAND AND ROCK COMPLYING WITH ASTM C144 AND C404.

6. PROVIDE RUNNING BOND MASONRY UNIT PATTERN UNLESS NOTED OTHERWISE.

7. DOWEL VERTICAL WALL REINFORCEMENT TO THE FOUNDATION WITH THE SAME SIZE, SPACING, AND NUMBER OF BARS AS SHOWN IN THE WALLS UNLESS NOTED OTHERWISE.

8. PROVIDE ONE INCH MINIMUM GROUT COVER ON BOLTS.

9. PLACE HORIZONTAL REINFORCING IN BOND BEAM UNITS.

10. DO NOT PLACE PIPES, CONDUITS, OR DUCTS IN MASONRY WALLS UNLESS SPECIFICALLY NOTED OR DETAILED IN THE DRAWINGS.

MASONRY

1. REINFORCED CONCRETE SHALL CONFORM TO ACI 301 AND 318.

2. 28-DAY CAST-IN-PLACE CONCRETE STRENGTHS:

STRUCTURAL CONCRETE FOUNDATION MATS AND SLABS,
WALLS AND FOOTINGS: 4000 PSI

CONCRETE PAVEMENT, CURBS, SIDEWALKS, AND MISC SITE CONCRETE

CONCRETE FILL, ELECTRICAL RACEWAY ENCASEMENT, CONDUIT AND PIPE ENCASEMENTS NOT INTEGRAL WITH FOUNDATIONS: 2,500 PSI

3. MAKE CONSTRUCTION JOINTS AT LOCATIONS SHOWN ON THE DRAWINGS OR AS APPROVED BY THE ENGINEER OF RECORD. ADDITIONAL OR RELOCATION OF CONSTRUCTION JOINTS SHALL BE SUBMITTED FOR APPROVAL BY THE ENGINEER.

4. ROUGHEN AND CLEAN CONSTRUCTION JOINTS IN WALLS AND SLABS AS SPECIFIED PRIOR TO PLACING ADJACENT CONCRETE.

5. COORIDNATE PLACEMENT OF OPENINGS, CURBS, DOWELS, SLEEVES, CONDUITS, BOLTS AND INSERTS PRIOR TO PLACEMENT OF CONCRETE.

6. DO NOT EMBED ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO THE CONCRETE IN THE CONCRETE. COAT ALUMINUM IN CONTACT WITH CONCRETE WITH A BITUMINOUS COATING.

7. PROVIDE 3/4-IN CHAMFER AT ALL EXPOSED CORNERS OF CONCRETE, UON.

CONCRETE

1. LOCATE EXISTING REINFORCING USING NON-DESTRUCTIVE METHODS PRIOR TO DRILLING HOLES FOR ADHESIVE AND EXPANSION ANCHORS.

ADJUST SPACING OF ANCHORS TO MISS REINFORCING, HOWEVER, TOTAL NUMBER OF ANCHORS PROVIDED MUST EQUAL NUMBER SHOWN ON DRAWINGS.

2. SIZE ALL DRILLED HOLES ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

3. SEE POST-INSTALLED CONCRETE AND MASONRY ANCHORS SPECIFICATION FOR ADDITIONAL INFORMATION AND REQUIREMENTS. BASIS OF DESIGN FOR ANCHORS ARE AS FOLLOWS:

HILTI HIT-RE 500 V3 (ICC EVALUATION REPORT 3814) ADHESIVE FOR DOWELS AND ANCHORS IN CONCRETE HILTI HIT-HY 270 (ICC EVALUATION REPORT 4143) ADHESIVE FOR DOWELS AND ANCHORS IN MASONRY

CONCRETE AND MASONRY ANCHORS

1. JOIST, BRACE AND BRIDGING MUST BE DESIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA AND SUBMITTED TO THE ENGINEER FOR REVIEW. JOIST MUST BE DESIGNED TO MEET ALL APPLICABLE UNIFORM, AXIAL AND CONCENTRATED LOADS LISTED IN THE DRAWINGS AND BELOW.

A. DEAD LOAD: 25 PSF
B. REDUCED DEAD LOAD FOR UPLIFT: 15 PSF
C. ROOF LIVE LOAD: 20 PSF
D. UNLESSS OTHERWISE NOTED, MINIMUM 700 LB POINT LOAD OCCURRING ANYWHERE WITHIN THE SPAN AT THE TOP OR BOTTOM CHORD LOAD SPACING 3'-0" MINIMUM. COORDINATE WITH CONTRACTOR AND MANUFACTURER ANY EQUIPMENT POINT LOADS GREATER THEN 700 LBS.

E. WIND: SEE DRAWINGS
F. SEISMIC: SEE DRAWINGS

2. STEEL JOISTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH SJI "STANDARD SPECIFICATIONS LOAD TABLES AND WEIGHT TABLES FOR STEEL JOISTS AND JOIST GIRDERS".

3. BRIDGING AND CROSS BRACING SHALL BE DESIGNED AND DETAILED PER DELEGATED DESIGNER RECOMMENDATION. JOISTS SHALL NOT EXPERIENCE DESIGN LOADS UNTIL BRIDGING AND STRUCTURAL DECKING HAS BEEN INSTALLED.

4. SUGGESTED STEEL JOIST DEPTHS AND TYPES ARE LISTED ON PLANS, I.E., 20K. THE STEEL JOIST SHALL BE DESIGNED TO MEET OR EXCEED THE MAXIMUM DESIGN LOADS PROVIDED IN THE DRAWINGS. ANY CLARIFICATION NEEDED FOR LOAD REQUIREMENTS SHOULD BE DISCUSSED WITH THE ENGINEER OF RECORD PRIOR TO FABRICATION.

5. ADDITIONAL WEB MEMBERS SHALL BE PROVIDED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AT CONCENTRATED LOADS APPLIED TO STEEL JOISTS.

STEEL JOIST NOTES
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200

STRUCTURAL
GENERAL NOTES 1
S-1
M. ARIEF
MAY 2025
A. BECKWITH
G. GANESH
A. HAHN
MAY 2025
MAY 2025
MAY 2025
5-14-2025
58 124
6/11/2025
6/11/2025
60 126

1. COMPLY WITH THE REQUIREMENTS OF THE STEEL DECK INSTITUTE (SDI) FOR METAL DECKS. THE TYPE AND GAUGE MUST BE AS INDICATED

ON THE DRAWINGS AND MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND PUBLISHED ICC REPORT.

2. FORM ROOF METAL DECKING AND ACCESSORIES FROM STEEL SHEETS CONFORMING TO ASTM A653, SS DESIGNATION GRADE 80 OR HIGHER SPECIFICATIONS.

3. GALVANIZE DECK IN ACCORDANCE WITH ASTM A653 COMMERCIAL COATING CLASS G90.

METAL DECKING

1. CONFORM TO AWS D1.1 LATEST EDITION AS SPECIFIED FOR STEEL WELDING.

2. REPAIR WELDS FOUND DEFECTIVE IN ACCORDANCE WITH AWS D1.1, 5.26.

3. USE COMPLETE JOINT PENETRATION (CJP) FOR BUTT JOINT WELDS UNLESS NOTED OTHERWISE .

4. CONTROL THE WELD SEQUENCE AND TECHNIQUE IN ORDER TO MINIMIZE SHRINKAGE, STRESSES AND DISTORTION.

5. THE MINIMUM STRENGTH FOR ELECTRODES FILLER MATERIAL IS 70 KSI.

6. WELDING OF METAL DECK AND LIGHT GAUGE METAL FRAMING MUST BE DONE BY CERTIFIED LIGHT GAUGE WELDERS IN ACCORDANCE WITH AWS SPECIFICATIONS FOR WELDING SHEET STEEL IN STRUCTURES AWS D1.3.

7. UNLESS A LARGER SIZE FILLET WELD IS INDICATED, PROVIDE MINIMUM SIZE WELD PER AISC SPECIFICATION, SECTION J2 AND TABLE J2.4.

8. WELD LENGTHS INDICATED ON PLANS ARE THE MINIMUM NET EFFECTIVE LENGTH REQUIRED. USE FULL LENGTH OF JOINT WHERE LENGTH OF WELD IS NOT SPECIFIED.

WELDING

1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:

W - SHAPES ASTM A992
MISCELLANEOUS SHAPES INCLUDING ANGLES, CHANNELS, PLATES, ETC. ASTM A36 SQUARE OR RECTANGULAR HOLLOW STRUCTURAL SECTIONS ASTM A500, GRADE B STEEL PIPE ASTM A501 OR A53, GRADE B

2. STRUCTURAL ALUMINUM:

ALLOY 6061-T6, UON
EXTRUSIONS ASTM B221 OR B308
SHEET ASTM B209

BOLTS, NUTS AND WASHERS STAINLESS-STEEL
WELDING FILLER MATERIAL 5356

3. FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION, CURRENT EDITION, AND CURRENT OSHA STANDARDS.

4. USE HIGH STRENGTH BOLTS FOR BOLTS AND CONFORM TO THE FOLLOWING ASTM STANDARDS EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE:

UNLESS SHOWN OTHERWISE F3125, GRADE A325
MACHINE BOLTS (MB) A307
STAINLESS STEEL F593, TYPE 316
GALVANIZED STEEL A153
ANCHOR BOLTS F1554 GRADE 36

5. CLEAN ITEMS TO BE EMBEDDED IN CONCRETE OF OIL, DIRT AND PAINT.

6. NO HOLES, OTHER THAN THOSE SPECIFICALLY DETAILED, ARE ALLOWED THROUGH STRUCTURAL STEEL MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL IS PERMITTED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.

7. HOT-DIPPED GALVANIZE PER ASTM A123, A153, AND A385 AFTER FABRICATION OF ALL STRUCTURAL STEEL AND CONNECTORS EXPOSED TO WEATHER OR WHERE INDICATED ON DRAWINGS. REPAIR PER ASTM A780.

STRUCTURAL STEEL AND METAL FABRICATIONS

STRUCTURAL LEGEND AND SYMBOLS
& AND
@ AT
∅ DIAMETER
# NUMBER

AB AGGREGATE BASE

ABV ABOVE

ADDL ADDITIONAL

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AL ALUMINUM

ALT ALTERNATE (ING)

APPROX APPROXIMATE (LY)

ARCH ARCHITECT (URAL) (URE)

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BGS BELOW GROUND SURFACE

B/ BOTTOM OF

BOT BOTTOM

BRG BEARING

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT

CL CENTERLINE

CLR CLEAR

CLSM CONTROLLED LOW-STRENGTH MATERIAL

CMU CONCRETE MASONRY UNITS

CONC CONCRETE

CONT CONTINUOUS

CRS COURSE (S)

CTR CENTER (ED)

D DIAMETER OF THE BEND
d PENNEY
dB BAR DIAMETER

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DWG DRAWING

DWL DOWEL

EA EACH

EF EACH FACE

EL ELEVATION

ELEC ELECTRIC (AL)

EMBED EMBEDMENT

EQ EQUAL (LY)

EQPT EQUIPMENT

ES EACH SIDE

EW EACH WAY

EXP EXPANSION

EXST EXISTING

EXT EXTERIOR
f'c CONCRETE COMPRESSION STRESS
f'm MASONRY PRISM STRESS

FAB FABRICATE (OR) (ED)

FD FLOOR DRAIN

FDN FOUNDATION

FG FINISHED GRADE

FIN FINISH (ED)

FL FLOOR

FLG FLANGE (ED)

FRP FIBERGLASS REINFORCED PLASTIC

FT FEET/FOOT

FTG FOOTING/FITTING

GA GAGE

GALV HOT-DIPPED GALVANIZED

GR GRADE

GRTG GRATING

HORIZ HORIZONTAL

HP HIGH POINT

HR HANDRAIL

HVAC HEATING, VENTILATING AND AIR CONDITIONING

IAW IN ACCORDANCE WITH

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INT INTERIOR

INV INVERT

JT JOINT

KSI KIPS PER SQUARE INCH

L ANGLE DESIGNATION OR LENGTH
Ld DEVELOPMENT LENGTH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

ABBREVIATIONS

LNTL LINTEL

LOC LOCATION/LOCATED

LONG LONGITUDINAL

LP LOW POINT

LT LEFT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLTS

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL
(N) NEW

NF NEAR FACE

NS NON-SHRINK

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OPP HD OPPOSITE HAND

OPT OPTIONAL

PCF POUNDS PER CUBIC FOOT

PCJ PARTIAL CONTRACTION JOINT

PJF PREMOLDED JOINT FILLER

PL PLATE

PRCST PRECAST

PREFAB PRE-FABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVMT PAVEMENT

R RISER (S)

REF REFERENCE/REFER

REINF REINFORCE (D) (ING) (MENT)

REQD REQUIRED

REV REVISION

RLG RAILING

RO ROUGH OPENING

RT RIGHT

SCHED SCHEDULE

SECT SECTION

SIM SIMILAR

SP SPACE (S) (D)

SPEC SPECIFICATION/SPECIFIED

SQ SQUARE

SS / SST STAINLESS STEEL

STD STANDARD

STIF STIFFENER

STIR STIRRUP (S)

SYM SYMMETRICAL

T TREAD (S)

T&B TOP AND BOTTOM

TF TOP FACE

THD THREADED

THK THICK (NESS)

T/ TOP OF

TRNSV TRANSVERSE
(TYP) TYPICAL

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

VB VAPOR BARRIER

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDE FLANGE

W/ WITH

W/O WITHOUT

WP WORKING POINT

WS WATERSTOP

WWF WELDED WIRE FABRIC
INDICATES EQUIPMENT PAD PER STANDARD DETAIL.

COORDINATE SIZE WITH EQUIPMENT REQUIREMENTS.

GRATING SPAN DIRECTION

FLOOR DRAIN / FLOOR SINK

ABBREVIATION NOTES

1. FOR ABBREVIATIONS NOT LISTED, SEE ASME Y14.38 "ABBREVIATIONS AND ACRONYMS" PUBLICATION AS DISTRIBUTED BY THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME).

2. ABBREVIATIONS AND DESIGNATIONS FOR STEEL MEMBERS MAY BE FOUND IN THE CURRENT MANUAL OF STEEL CONSTRUCTION BY AISC.

3. ABBREVIATIONS OF TECHNICAL SOCIETIES AND TRADE ASSOCIATIONS MAY BE FOUND IN THE SPECIFICATIONS.

4. WELDING SYMBOLS AND ABBREVIATIONS MAY BE FOUND IN AWS 2.4.

1. THE FOLLOWING STRUCTURAL PORTIONS OF THE PROJECT ARE DELEGATED-DESIGN ITEMS AND HAVE NOT BEEN DESIGNED BY THE ENGINEER OF RECORD:
a. METAL FABRICATIONS (GRATED STAIRS, STEP OVERS, PLATFORMS, SUPPORTS, GRATING, HANDRAILS, GUARDRAILS, SCREEN WALLS AND ASSOCIATED ANCHORAGE).
b. EQUIPMENT SUPPORTS/CURBS AND/OR ANCHORAGE.
c. PIPE AND DUCT SUPPORTS AND ANCHORAGE.
d. STEEL JOISTS.

2. SUBMIT EACH DELEGATED-DESIGN ITEM, SHOP DRAWING, AND CALCULATION TO THE ENGINEER FOR REVIEW AND ACCEPTANCE DURING THE CONSTRUCTION PHASE OF THE PROJECT. DO NOT FABRICATE, ERECT, OR INSTALL DELEGATED DESIGN ITEMS (INCLUDING ANY DEFERRED SUBMITTALS) UNTIL DOCUMENTS HAVE BEEN ACCEPTED BY THE ENGINEER.

3. STAMP AND SEAL DELEGATED-DESIGN SUBMITTAL DOCUMENTS BY A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA.

DELEGATED-DESIGN SUBMITTALS

EARTH FILL

UNDISTURBED EARTH

CONCRETE

CONCRETE MASONRY

STEEL GRATING

AGGREGATE BASE

CONCRETE FILL /
GROUT
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200

STRUCTURAL
GENERAL NOTES 2
S-2
M. ARIEF
MAY 2025
A. BECKWITH
G. GANESH
A. HAHN
MAY 2025
MAY 2025
MAY 2025
E
5-14-2025
59 124
6/11/2025
6/11/2025
61 126
NOTES:

1. THIS DRAWING IS PROVIDED TO OUTLINE THE MINIMUM LEVEL OF SPECIAL INSPECTIONS DURING CONSTRUCTION TO ENSURE CONFORMANCE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. A STATEMENT OF SPECIAL INSPECTIONS WILL BE PREPARED BY A REGISTERED DESIGN PROFESSIONAL AND SUBMITTED TO THE DESIGN-BUILD ENTITY.

2. SPECIAL INSPECTIONS WILL BE CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN CHAPTER 17 OF THE CALIFORNIA BUILDING CODE (CBC).

3. IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 17 OF THE CALIFORNIA BUILDING CODE, THE CONTRACTOR WILL PROVIDE A SPECIAL INSPECTOR (AN APPROVED

AGENCY OR AGENCIES, INDEPENDENT FROM THE CONTRACTOR AND EMPLOYING QUALIFIED PERSONNEL) TO PERFORM SPECIAL INSPECTIONS IDENTIFIED IN THE STATEMENT OF SPECIAL INSPECTIONS. THE APPROVED AGENCY WILL FURNISH INSPECTION REPORTS TO THE ENGINEER.

4. SPECIAL INSPECTIONS DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR QUALITY CONTROL OF THE WORK OR FOR CONFORMANCE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. DETECTION OF, OR FAILURE TO DETECT, DEFECTS IN THE WORK DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO CORRECT ALL DEFECTS IN THE WORK, WHETHER DETECTED OR NOT, AND OF RESPONSIBILITY FOR CONFORMANCE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

5. REMOVE AND REPLACE, OR REPAIR, DEFECTS IN THE WORK AND WORK NOT IN CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR MUST BEAR THE COSTS FOR THE INSPECTION OF ANY REPLACED OR REPAIRED PORTIONS OF THE WORK.

6. COOPERATE WITH SPECIAL INSPECTIONS BY PROVIDING SUFFICIENT NOTICE FOR THE SCHEDULING OF PERSONNEL AND BY ALLOWING FREE AND SAFE ACCESS TO THE WORK FOR OBSERVATION, VERIFICATION, SAMPLING AND INSPECTION. PROVIDE AND PERMIT THE USE OF LADDERS, SCAFFOLDING, INCIDENTAL EQUIPMENT, AND SAFETY EQUIPMENT AS MAY BE REQUIRED TO CONDUCT SPECIAL INSPECTIONS. ALL SUCH PROVISIONS FOR FREE AND SAFE ACCESS AND EQUIPMENT MUST BE SAFE, IN GOOD WORKING CONDITION, AND ERECTED, MAINTAINED, AND HANDLED BY QUALIFIED PERSONNEL.

7. SPECIAL INSPECTIONS DO NOT APPLY TO CONTRACTOR'S EQUIPMENT, TEMPORARY STRUCTURES USED FOR CONSTRUCTION, MEANS AND METHODS OF CONSTRUCTION, OR SITE SAFETY. CONTRACTOR IS RESPONSIBLE FOR ADEQUACY AND SAFETY OF EQUIPMENT, TEMPORARY STRUCTURES USED FOR CONSTRUCTION, MEANS AND METHODS OF CONSTRUCTION, AND SITE SAFETY.

8. IN ADDITION, PROVIDE STRUCTURAL OBSERVATION IN ACCORDANCE WITH CHAPTER 17 OF THE CBC. 100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200

STRUCTURAL
SPECIAL INSPECTION 1
S-3
M. ARIEF
MAY 2025
A. BECKWITH
G. GANESH
A. HAHN
MAY 2025
MAY 2025
MAY 2025
TABLE 1 - REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOIL (CBC, TABLE 1705.6)

VERIFICATION AND INSPECTION

CBC REFERENCE

INSPECTION FREQUENCY

CONTINUOUS PERIODIC

REFERENCE STANDARD

VERIFY MATERIALS BELOW SHALLOW

FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE

DESIGN BEARING CAPACITY

VERIFY EXCAVATIONS ARE EXTENDED TO

PROPER DEPTH AND HAVE REACHED PROPER

MATERIAL

PERFORM CLASSIFICATION AND TESTING OF

COMPACTED FILL MATERIALS

DURING FILL PLACEMENT, VERIFY USE OF

PROPER MATERIALS AND PROCEDURES IN

ACCORDANCE WITH THE PROVISIONS OF THE
APPROVED GEOTECHNICAL REPORT. VERIFY

DENSITIES AND LIFT THICKNESSES DURING

PLACEMENT AND COMPACTION OF COMPACTED
FILL.

PRIOR TO PLACEMENT OF COMPACTED FILL,

INSPECT SUBGRADE AND VERIFY THAT SITE HAS

BEEN PREPARED PROPERLY
1705.6
X
X
X
X
X

CONTRACT DOCUMENTS
AND

GEOTECHNICAL
REPORT
TABLE 2 - REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION (CBC, TABLE 1705.3)

VERIFICATION AND INSPECTION

CBC REFERENCE

INSPECTION FREQUENCY

CONTINUOUS PERIODIC

REFERENCE STANDARD

INSPECT REINFORCEMENT AND VERIFY PLACEMENT
1705.3
X
ACI 318: CH 20, 25.2, 25.3, 26.6.1-26.6.3
REINFORCING BAR WELDING:
a. VERIFY WELDABILITY OF REINFORCING BARS
OTHER THAN ASTM A 706
1705.3
X
X
X
AWS D1.4
ACI 318: 26.6.4
INSPECT ANCHORS CAST IN CONCRETE 1705.3 X ACI 318: 17.8.2 INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS:
a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY

INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS 1705.3
X
X
ACI 318: 17.8.2.4

ICC OR IAPMO TEST REPORT FOR

SPECIFIC ANCHORS
ACI 318: 17.8.2

ICC OR IAPMO TEST REPORT FOR

SPECIFIC ANCHORS
VERIFYING USE OF REQUIRED DESIGN MIX 1705.3
1904.1
1904.2
X ACI 318: CH 19, 26.4.3, 26.4.4

PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR

STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND

DETERMINE THE TEMPERATURE OF THE CONCRETE
1705.3
X
ACI 318: 26.5, 26.12
ASTM C172
ASTM C31

INSPECT CONCRETE PLACEMENT FOR PROPER APPLICATION
TECHNIQUES 1705.3
X ACI 318: 26.5

VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND

TECHNIQUES
1705.3
X ACI 318: 26.5.3-26.5.5

INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED 1705.3 X ACI 318: 26.11.1.2(b) TABLE 3 - REQUIRED SPECIAL INSPECTIONS AND TESTS OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL (PER CBC 1705.2.2)

VERIFICATION AND INSPECTION

CBC REFERENCE

INSPECTION FREQUENCY

CONTINUOUS PERIODIC

REFERENCE STANDARD
MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK:
1705.2.2

APPLICABLE ASTM MATERIAL

STANDARDS
X
INSPECTION OF WELDING:
a. COLD-FORMED STEEL DECK
X
X
AWS D1.3
a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS

SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS
b. MANUFACTURER'S CERTIFIED MILL TEST REPORTS
1) ROOF DECK WELDS
1705.2.2
b. INSPECT SINGLE PASS FILLET WELDS MAX 5/16"
c. INSPECT ALL OTHER WELDS
b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN a 5-14-2025
60 124
6/11/2025
6/11/2025
62 126
INSPECTION OF WELDING:
1705.2 AWS D1.1
TABLE 5 - REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (CBC, SECTION 1705.13)

SYSTEM OR MATERIAL CBC REFERENCE

INSPECTION FREQUENCY

CONTINUOUS PERIODIC

REFERENCE STANDARD
STRUCTURAL STEEL IN STRUCTURES 1705.13
1705.13.1
X
X

QUALITY ASSURANCE
REQUIREMENTS OF AISC 341

COLD-FORMED STEEL IN STRUCTURES
a. WELDING OF ELEMENTS OF THE SEISMIC FORCE RESISTING SYSTEM 1705.13

MECHANICAL AND ELECTRICAL COMPONENTS
a. DURING ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR

STANDBY POWER SYSTEMS
1705.13
1705.13.6
1705.13
1705.13.6.1
1705.13
1705.13.6.2
1705.13
1705.13.6.3
1705.13
1705.13.6.5
X
X
X
X
X
TABLE 6 - LEVEL 3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION (TMS 602, PER CBC 1705.4)

VERIFICATION AND INSPECTION

CBC REFERENCE

INSPECTION FREQUENCY

CONTINUOUS PERIODIC

REFERENCE STANDARD
VERIFICATION OF f'm PRIOR TO CONSTRUCTION AND FOR EVERY 5000 SQ.FT DURING CONSTRUCTION TMS 602 ARTICLE 1.4B
X
X

VERIFICATION OF PROPORTIONS OF MATERIALS IN PREMIXED OR PREBLENDED

MORTAR AND GROUT OTHER THAN SELF CONSOLIDATING GROUT AS DELIVERED

TO PROJECT SITE
VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE SITE FOR SELFCONSOLIDATING GROUT X TMS 602 ARTICLE 1.5,1.6.3

VERIFY COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS X TMS 602 ARTICLE 1.5 VERIFY THE FOLLOWING TO ENSURE COMPLIANCE:
a. PROPORTIONS OF SITE-MIXED MORTAR AND GROUT

VERIFY COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE

CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS
X
X
X
X
X
X
X
X
X
X
X
TMS 602 ARTICLE 1.4B.2a.3, 1.4B.2.b.3, 1.4B.2.c.3, 1.4B.3,

1.4B.4
TMS 602 ARTICLE 1.8C, 1.8D
TMS 402, SECTIONS 6.1.6.1.2
TMS 402, SECTIONS 1.2.1(e),

6.2.1, 6.3.1
TMS 602 ARTICLE 3.3F
TMS 602 ARTICLE 3.5, 3.6C
TMS 602 ARTICLE 3.2D, 3.2F
TMS 402 SECTIONS 6.1, 6.3.1, 6.3.6, 6.3.7
TMS 602 ARTICLE 3.2E, 3.4
TMS 602 ARTICLE 2.1, 2.6A, 2.6C
TMS 402 SECTION 6.1
TMS 602 ARTICLE 3.4, 3.6A
TMS 602 ARTICLE 3.3B
TABLE 4 - REQUIRED SPECIAL INSPECTIONS AND TESTS OF STRUCTURAL STEEL CONSTRUCTION (AISC 360, PER CBC 1705.2)

VERIFICATION AND INSPECTION CBC

REFERENCE

INSPECTION FREQUENCY

CONTINUOUS PERIODIC

REFERENCE STANDARD
a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS

SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS X
AISC 360, SECTION A3.3 AND

APPLICABLE ASTM MATERIAL

STANDARDS
X
a. SNUG-TIGHT JOINTS 1705.2 X AISC 360, SECTION A3.1
MATERIAL VERIFICATION OF STRUCTURAL STEEL:

MATERIAL VERIFICATION OF WELD FILLER MATERIALS:

X
X
1705.2
1705.2
AISC 360, SECTION M5.5
X
X
AISC 360, SECTION A3.5 AND APPLICABLE
AWS A5 DOCUMENTS
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200

STRUCTURAL
SPECIAL INSPECTION 2
S-4
M. ARIEF
MAY 2025
A. BECKWITH
G. GANESH
A. HAHN
MAY 2025
MAY 2025
MAY 2025
TMS 602 ARTICLE 1.4B

OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS
X
X
b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED

MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND

WASHERS
1705.2
INSPECTION OF HIGH-STRENGTH BOLTING:
b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED
a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE

APPROVED CONSTRUCTION DOCUMENTS
a. IDENTIFICATION MARKINGS TO CONFORM TO AISC 360
b. MANUFACTURER'S CERTIFIED MILL TEST REPORTS
b. MULTIPASS FILLET WELDS
c. SINGLE-PASS FILLET WELDS >5/16"
d. PLUG AND SLOT WELDS
e. SINGLE-PASS FILLET WELDS < OR = 5/16"
a. COMPLETE AND PARTIAL PENETRATION GROOVE WELDS
1704.3.1
X
X
X
X
b. SCREW ATTACHMENT, BOLTING, ANCHORING AND OTHER FASTENING OF

COMPONENTS WITHIN THE SEISMIC FORCE RESISTING SYSTEM
1705.13.3
c. DURING INSTALLATION AND ANCHORAGE OF PIPING SYSTEMS INTENDED

TO CARRY HAZARDOUS MATERIALS AND THEIR ASSOCIATED MECHANICAL UNITS
d. DURING THE INSTALLATION AND ANCHORAGE OF VIBRATION ISOLATION

SYSTEMS WHERE THE APPROVED CONSTRUCTION DOCUMENTS REQUIRE A NOMINAL CLEARANCE OF 1/4 INCH (6.4MM) OR LESS BETWEEN THE

EQUIPMENT SUPPORT FRAME AND RESTRAINT
b. DURING ANCHORAGE OF OTHER ELECTRICAL EQUIPMENT
b. GRADE, TYPE AND SIZE OF REINFORCEMENT AND ANCHORAGES c. PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTAR JOINTS d. PLACEMENT OF REINFORCEMENT, CONNECTORS AND ANCHORAGES j. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F (4.4°C)) OR HOT WEATHER (TEMPERATURE ABOVE 90°F (32.2°C))
e. GROUT SPACE PRIOR TO GROUTING
f. PLACEMENT OF GROUT
h. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF

ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR

OTHER CONSTRUCTION
g. SIZE AND LOCATION OF STRUCTURAL ELEMENTS
i. WELDING OF REINFORCING BARS (WHEN WELDING IS SPECIFIED OR

APPROVED IN WRITING)
1705.4
TABLE 7 - STRUCTURAL

OBSERVATIONS

OBSERVATION QUANTITY

FOUNDATION INSPECTION
1 INSPECTION PRIOR TO

CONCRETE POUR

WALL INSPECTION

ROOF INSPECTION
1 INSPECTION OF SPECIAL

REINFORCED SHEAR WALL
1 INSPECTION DURING JOIST

EMBED INSTALLATION
1 INSPECTION DURING/AFTER

METAL DECK INSTALLATION
A
A ADDENDUM 1 8/15/25 AB AH
5-14-2025
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 63 126
4 S-7
2 S-7
3 S-7
1 S-7
7" 39' - 10" 1' - 2"
41' - 7"
1' - 2" 55' - 4" 1' - 2"
57' - 8"
N
8" CONC SLAB
T/CONC 1197.40
6"
1' - 4" 11' - 0" 1' - 4" 11' - 8" 14' - 0"
8" 15' - 4" 6' - 0" 17' - 4" 1' - 2" 1' - 0" 3' - 4"
COLUMN
11' - 6"
(N) OPENING IN

EXIST CMU PER
DETAIL G/SD-4
PILASTER P1 PER
DETAIL L/SD-3
3' - 10" 20' - 0"
MCJ
10' - 0" 24' - 0"
MCJ
MCJ
MCJ
MCJ
E
E
E
2' - 0"
1' - 2"
4' - 10" 6' - 0"
2' - 0"
3' - 0"
3' - 0"
(N) OPENING IN EXIST

CMU PER DETAIL
G/SD-4
2' - 8"
1' - 0"
12' - 0" 3' - 4" 2' - 0"

RE-ENTRATANT
CORNER

REINFORCING PER
DTL K/SD-1
40' - 6"

NEW PAD PER
DETAIL H/SD-1

RE-ENTRATANT
CORNER

REINFORCING PER
DTL K/SD-1
(N) SLAB

INFILL AREA
4" GAP

EQUIPMENT SLAB
PER DETAIL A/SD-2

SAWCUT JOINT, (TYP)
4" MINIMUM BUILDING

SEPARATION
A
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200

STRUCTURAL

FOUNDATION PLAN
S-5
M. ARIEF
MAY 2025
A. BECKWITH
G. GANESH
A. HAHN
MAY 2025
MAY 2025
MAY 2025
3/16" = 1'-0"

FOUNDATION PLAN
4 0 4 8
3/16" = 1'- 0"
A ADDENDUM 1 8/15/25 AB AH
5-14-2025 NOT IN SCOPE
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 64 126
SD-4
D G
SD-5
SD-5
F
G
SD-5
SD-4
H
3 S-7
1 S-7
3' - 0" 12 EQ SP = 48' - 0" 3' - 0"

METAL DECK
SEE NOTE 2
30K 180/80 JOIST
(TYP)
55' - 4"
8" 54' - 0" 8"
N
HSS4X4X3/8

BEAM BELOW
W16X31

STEEL LINTEL
BELOW

STEEL LINTEL
BELOW
LADDER

T/STEEL
HP EL 1211.39

T/STEEL
LP EL 1210.61

RTU OUTLINE

SEE HVAC DWGS
MAX WEIGHT = 1600 LBS
21' - 4"
MCJ
HSS 6x3x1/4 (LSH)
T/CMU EL 1210.07
24' - 0" 10' - 0"
MCJ
17' - 4"

MCJ PRE FAB STEP-OVER LADDER BY MFR
SEE DETAIL G & DETAIL H/SD-5
REFER TO NOTE 4.

PRE-FAB SCREEN WALL
BY OTHERS (MAX 6.5 FT TALL)
WINDOW

BELOW (TYP)
L4x4x1/4 LEDGER,
TYP
L6x6X1/2 (TYP)
SEE NOTE 5
14' - 10"
9' - 4"
(SIM)
39' - 4"
8" 38' - 0" 8"
MCJ
MCJ
W16X31
SLOPE 1/4" / 12"
1' - 4"
A
4" MINIMUM BUILDING

SEPARATION
A

JOIST LOAD DIAGRAM (STRENGTH LEVEL FORCES)
ASCE 7-16

LOAD KIPS
WL 1.3
E 6.1
Ev = 13 PSF

SEISMIC LOADS

WIND LOADS
WL
WL
E
E
3 3
3 3
2 2 2
2 1 1'
h=13'-8" COMPONENT AND CLADDING LOADING
2022 CALIFORNIA BUILDING CODE SECTION 1603.1.4-5

ROOFING - JOISTS WIND PRESSURES (PSF)
(STRENGTH LEVEL, 1.0W)
ZONE

MAXIMUM POSITIVE

PRESSURE

MAXIMUM SUCTION

PRESSURE
1 (INTERIOR) 47.9
2 (EDGE STRIP) 60.6
3 (CORNER) 80 8'-3" 2'-9"
8'-3"
8'-3"
8'-3"
2'-9"
1' (INTERIOR) 16.4 30.9
JOIST & DECK NOTES:

1. STEEL JOIST BRIDGING IS NOT SHOWN FOR CLARITY. PROVIDE JOIST BRIDGING PER STEEL JOIST INSTITUTE (SJI) SPECIFICATIONS. DESIGN OF JOIST BRIDGING IS BY STEEL JOIST MANUFACTURER.

WIND PRESSURE,

SEE DIAGRAM BELOW

2. ROOF DECK:

A. DECK: 1.5B18GA BY VULCRAFT OR APPROVED EQUAL.

B. SUPPORT FASTENERS:
5/8" DIA PUDDLE WELDS @ 36/5 FASTENER PATTERN.

C. SIDELAP FASTENERS:

USE 5/8" PUDDLE WELDS @12" MAX SPACING.

3. JOISTS TO BE DESIGNED TO SUPPORT A 700 LB POINT LOAD TO BE APPLIED AT ANY PANEL POINT (NON-CONGRUENTLY).

4. JOISTS TO BE DEISGN FOR A MINIMUM VERTICAL REACTION OF DL= 150 LBS AND LL= 600 LBS (SERVICE LOAD) AT EACH SUPPORT POINT OF PRE FAB STEP-OVER LADDER.

5. VERIFY SIZE AND LOCATIONS OF ANGLES WITH PRE-FAB SCREEN WALL MANUFACTURER.
8'-3"

16.4 16.4

16.4 100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200

STRUCTURAL

ROOF PLAN
S-6
M. ARIEF
MAY 2025
A. BECKWITH
G. GANESH
A. HAHN
MAY 2025
MAY 2025
MAY 2025
3/16" = 1'-0"

ROOF PLAN
4 0 4 8
3/16" = 1'- 0"
A ADDENDUM 1 8/15/25 AB AH
5-14-2025 NOT IN SCOPE
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 65 126
1' - 4" #5@12" EPOXY
DWLS T&B W/ 6"
MIN EMBED w/

STANDARD HOOK
1 1
#5@12"x30" LONG

EPOXY DWLS T&B
W/ 6" MIN EMBED
8" CMU WALL

CONRETE SLAB

ON GRADE

CONCRETE FOOTING
& STEM WALL
#5@12"
CLR
5"
CLR
4"
NOTE: ENSURE THERE IS NO UNDERMINING OF THE
EXISTING FOOTING.

CMU WALL

REINFORCING

VAPOR RETARDER PER
SPECIFICATION 072600
10"
#5@12" EPOXY DWLS
W/5" MIN EMBED
1' - 0"
A
T/CONC 1195.73
6"
#5@12 EW
#5@12"x30" LONG

EPOXY DWLS T&B
W/ 6" MIN EMBED

PROVIDE STRUCTURAL FILL PER
SPECIFICATIONS. AT CONTRACTORS
OPTION: (N) SLAB CAN BE POURED

MONOLOICLY IN LIEU OF PROVIDING
STRUCTURAL FILL.

CHIP OUT STEM WALL TO
PROVIDE CONTINUOUS SLAB.

ENSURE NO DAMAGE IS DONE TO
THE EXISTING REINFORCING.

TOC EL 1197.40

T/STEEL LP

T/STEEL HP
_
4 #5@12" EW,

CENTERED
EL 1210.61

T/MASONRY
EL 1213.40
#5@24" OC VERT
JOIST
(TYP)
8" SOLID GROUTED

CMU WALL
(TYP)

CJ (TYP)
SEE SECTION 1/-

FOR REINF
1' - 2" 8" 1' - 2"
3' - 0"
1' - 4" 2' - 8"
A
SD-4
TOC EL 1195.90

METAL DECK &

CONNECTION PER
FRAMING NOTES ON S-6
(TYP)
L6x6x1/2 PER
DETAIL H/SD-5
#5@12" T&B, EW
(TYP)
EL 1211.40
L6x6x1/2 PER
DETAIL G/SD-5
#5@48" OC HORIZ

VAPOR RETARDER PER
SPECIFICATION 072600
A
JOIST
(TYP)

T/STEEL EL VARIES
#5@12" EW, CENTERED
HSS4X4X3/8
1' - 0"
1' - 2" 8" 1' - 2"
(TYP)
3' - 0"

T/MASONRY

T/MASONRY
B/STEEL EL 1204.73 8" SOLID GROUTED B/STEEL EL 1204.73

CMU WALL
(TYP)
#5@24" OC VERT

CJ (TYP)
#5@12" T&B, EW
(TYP)
#5@12", EW
(TYP)
C
SD-4
B
SD-4
B
SD-4

METAL DECK &

CONNECTION PER
FRAMING NOTES ON S-6
EL 1210.07
W16 LINTEL W16 LINTEL
T/CONC 1197.40
T/CONC 1195.90
1' - 0"
1' - 2" 2' - 0" 1' - 10"
#5@12" T&B, EW
(TYP)
E
SD-5
8"

METAL SOFFIT
BY OTHERS.

CMU PILASTER
BEYOND

CMU WALL
BEYOND
EL 1213.40
L6x6x1/2

PER PLAN
#5@48" OC HORIZ

VAPOR RETARDER PER
SPECIFICATION 072600
5' - 0"

T/PILASTER
A
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200

STRUCTURAL

SECTIONS
S-7
M. ARIEF
MAY 2025
A. BECKWITH
G. GANESH
A. HAHN
MAY 2025
MAY 2025
MAY 2025
S-5 3/4" = 1'-0"
4 SECTION
S-5 3/8" = 1'-0"
2 SECTION
S-5 3/8" = 1'-0"
3 SECTION
S-5 3/8" = 1'-0"
1 SECTION
2 0 2 4
3/8" = 1'- 0"
1 0 1 2
3/4" = 1'- 0"
A ADDENDUM 1 8/15/25 AB AH
5-14-2025
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 66 126

STD HOOK
UON
CLASS "B"

TENSION LAP
TYP

STD HOOK
UON
CLASS "B"

TENSION LAP
TYP

INTERRUPTED BARS
AREA EQUAL TO 50%

OF INTERRUPTED

BARS EACH SIDE
2-#4@ 4" EF
TYP
NOTES:

1. WHERE OPENING IS WITHIN 4'-0" OF BASE SLAB PROVIDE
MATCHING DOWELS FOR ADDITIONAL BARS.

2. HOOK ADDITIONAL BARS WHERE REQUIRED LENGTH
CANNOT BE OBTAINED.

3. ADDITIONAL BARS ARE NOT REQUIRED AT AN OPENING
EDGE PARALLEL TO AND WITHIN 6 INCHES OF A
SUPPORTING BEAM, SLAB OR WALL.

Ld
TYP
TYP
12"
AREA EQUAL TO 50%

OF INTERRUPTED BARS

EACH SIDE
2-#4x4'-0" @ 4" EF
TYP
TYP
Ld

INTERRUPTED BARS
NOTES:

1. WHERE WALL OPENING IS WITHIN 4'-0" OF BASE SLAB
PROVIDE MATCHING DOWELS FOR ADDITIONAL BARS.

2. HOOK ADDITIONAL BARS WHERE REQUIRED LENGTH
CANNOT BE OBTAINED.

3. ADDITIONAL BARS ARE NOT REQUIRED AT AN OPENING
EDGE PARALLEL TO AND WITHIN 6 INCHES OF A
SUPPORTING BEAM, SLAB OR WALL.

NOTE:

1. DIMENSIONS OF PAD AS REQUIRED TO SUIT EQUIPMENT (4" MIN UNLESS PAD IS CAST INTEGRALLY WITH SLAB).

2. DIMENSIONS AND LOCATIONS OF EQUIPMENT PADS WHERE SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR

SHALL CONFIRM EQUIPMENT PAD SIZES AND LOCATIONS W/ MANUFACTURER OF APPROVED EQUIPMENT PRIOR TO FABRICATION AND CONSTRUCTION OF PAD.

C ANCHOR BOLT
L
#4@12" HORIZ

AS REQ'D
#4@12" DOWELS

AT PERIMETER,

BEND AS REQD

AT CONTRACTOR'S

OPTION USE

ADHESIVE ANCHOR
(6" MIN EMBED INTO SLAB)

ANCHOR BOLT SIZE,

NUMBER AND LOCATION

TO BE DESIGNED AND

SUPPLIED BY

EQUIPMENT MFR

GROUT AS REQUIRED
1/2" MIN

BASE PLATE BY

EQUIPMENT MFR
SLAB
#4@12" EW
3" MIN

MIN TYP
12"
SEE NOTE 1
BY EQUIPMENT MFR 4" MIN

LENGTH AS REQUIRED

CLEAN AND

ROUGHEN
SURFACE 6" TYP
BAR
SIZE

DIAMETER
(db)
(INCHES)
90° STD
HOOK (Ldh)
(INCHES)
#3 0.375 6
#4 0.5 7
#5 0.625 9
#6 0.75 11
#7 0.875 12
#8 1.0 14
#9 1.125 16
#10 1.25 17
#11 1.375 19
Ldh
D
d
6" MIN
D
90° STD HOOK 180° DEGREE STD HOOK
D=6d FOR #3 TO #8
D=8d FOR #9 TO #11
1 6

PRINCIPAL REINFORCING

MAX OFFSET BEND
6" MIN
6d OR
D
MIN D=1 1/2" FOR #3
MIN D=2" FOR #4
MIN D=2 1/2" FOR #5

STIRRUPS AND TIES
NOTE:

1. ALL BENDS SHALL BE MADE COLD.
135° STD HOOK
db
db
12 db
4 db
90° STD
HOOK (12db)
(INCHES)
180° STD
HOOK (4db)
(INCHES)
5 6
8 9
11 12
14 16
17 2
2 3
3 4
4 5
6 6
#4@12 ADHESIVE DOWELS
4 1/2" EMBED

INTENTIONALLY

ROUGHEN SURFACE
TO 1/4" AMPLITUDE
1-#4
CURB

NON-CHEMICAL CONTAINMENT AREA
6" UNO
8" UNO
SLAB

BACKFILL AND

RE-COMPACT PER
DETAIL J/SD-2

CHAMFER LEVEL OR SLOPE AS

INDICATED ON DWGS
#5 CONT

SEE CONCRETE

COVER NOTE
12"
UNO
MIN
1 ' - 6 "
4" MIN
6" MAX

REINFORCING PER
PLANS
1' - 0"

TYP SLAB REINF

TO MATCH

WALLS AND SLABS
BAR SPACING > 6 INCHES
#3 0.375 12
#4 0.5 15
#5 0.625 19
#6 0.75 22
#7 0.875 33
#8 1.0 37
#9 1.125 46
NOTES:

1. Id = DEVELOPMENT LENGTH, db = BAR DIAMETER, Is = LAP SPLICE LENGTH, Idh = DEVELOPMENT LENGTH FOR A BAR WITH STANDARD HOOK.

2. TOP BAR IS ANY HORIZONTAL BAR IN WALLS AND SLABS WITH MORE THAN 12" CONCRETE CAST IN ONE LIFT BENEATH IT. HORIZONTAL BARS IN WALLS SHALL BE CONSIDERED AS TOP BARS. VERTICAL BARS IN WALLS MAY BE CONSIDERED AS OTHER BARS.

3. SPLICES IN HORIZONTAL BARS SHALL BE STAGGERED, UON.

4. WHEN LAPPING DIFFERENT SIZE BARS USE LENGTH BASED ON LARGER BAR DIAMETER, UON.

5. TABLE IS BASED ON f'c = 4,000 PSI AND fy = 60,000 PSI. LAP SPLICE AND DEVELOPMENT LENGTHS SHALL BE INCREASED FOR LOWER

CONCRETE COMPRESSIVE STRENGTH AS FOLLOWS

CONCRETE STRENGTH MULTIPLIER
f' c = 2,500 PSI 1.27
f' c = 3,000 PSI 1.16
REINF
SIZE
DIAMETER.
db
(INCHES)
Id (INCHES) FOR

A STRIGHT BAR

TOP BAR OTHER BARS
12 12
15 17
25 29
36 16
20 24
29 42
48 60
Is (INCHES)

TOP BAR OTHER BARS
16 16
19 22
33 37
46 BEAMS, COLUMNS, AND FOOTINGS
BAR SPACING > 3 db
19 25
31 37
54 62
70 Id (INCHES) FOR

A STRIGHT BAR

OTHER BARS
15 19
24 29
42 48
54 24
32 40
48 70
80 91
Is (INCHES)

TOP BAR
19 #10 1.375 57 44 74 57 79 61 102

TOP BAR
25 31
37 54
62 70
79 OTHER BARS
NOTES:

1. TYPICALLY REQUIRED UNLESS ADDITIONAL REINFORCEMENT
SPECIFICALLY INDICATED ON DRAWINGS.
2-#5 x 5'-0" LONG EACH CORNER IN
CENTER 2 BAR IF SLAB <8" THICK. 4 BARS,
2 EACH FACE INSIDE PRINCIPAL
REINFORCING IF SLAB >8" THICK.

OPEN OR PROPOSED

CONCRETE ITEMS
2"
2"
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
STRUCTURAL STANDARD DETAILS 1
SD-1
M. ARIEF
MAY 2025
A. BECKWITH
G. GANESH
A. HAHN
MAY 2025
MAY 2025
MAY 2025
_
DETAIL
NTS
A

WALL CORNER REINFORCING
_
DETAIL
NTS
B

WALL INTERSECTION REINFORCING
_
DETAIL
NTS
C
OPENINGS GREATER THAN 12"
_
DETAIL
NTS
D
OPENINGS GREATER THAN 12"
_
DETAIL
NTS
H

EQUIPMENT PAD
_
DETAIL
NTS
F

BAR BENDS
_
DETAIL
NTS
J

CURB AT SLAB
_
DETAIL
NTS
G

THICKENED SLAB ON GRADE EDGE
_
DETAIL
NTS
E

DEVELOPMENT LENGTH AND LAP SPLICE LENGTH (UON)
_
DETAIL
NTS
K

EXTRA REINFORCING AT RE-ENTRANT CORNERS
5-14-2025
65 124
6/11/2025
6/11/2025
67 126
3/4"
3/4"
NOTES:

1. NO CHAMFER REQUIRED WHERE FLUSH
EXTERIOR CMU OR BRICK MASONRY ABOVE.

JOINT

BOND BREAKER

TAPE AT THIS SIDE ONLY

SEALANT
3/4"
3/8"

PREPARE AND PRIME

SURFACES IN

ACCORDANCES W/

SEALANT MFR'S

RECOMMENDATION
1 PIPE
1 END OF CONCRETE

ENCASEMENT
(UON)
3'-0" MIN
"H" VARIES
SEE NOTE 4

STRUCTURE FOOTING
#4@18"
#4@12 ALL AROUND
NOTES:

1. THIS DETAIL IS APPLICABLE FOR PIPES 42" OR LESS IN DIAMETER.

2. MIN ENCASEMENT FOR PIPE OD LESS THAN 12"∅ IS 6". MIN ENCASEMENT FOR PIPE OD 12"∅ AND GREATER IS 12".

3. REINFORCEMENT TO BE PROVIDED IN ENCASEMENTS FOR PIPES GREATER THAN 12".

4. EXTEND ENCASEMENT UP TO UNDERSIDE OF SLAB IF ANY POINT H < 6". #4@18"
#4@12" ALL
AROUND

CONCRETE

ENCASEMENT
UNDER

STRUCTURE

END CONC

ENCASEMENT
UNO

AT SIDES AND BOTTOM

MIN ENCASEMENT

ALL AROUND

MIN ENCASEMENT
TYP
3" COVER

STEEL TROWEL SURFACE
AND PLACE 10 mil

POLYETHYLENE SHEET

UNDER SLAB

STRUCTURE

FOOTING
SAWCUT JOINT 1/4 OF SIKAFLEX-1A
SLAB DEPTH OR 1 1/2"
MAX

SINGLE MAT

CONT REINF

OR LAP AS
SHOWN
CLASS "B"

TENSION
LAP
TYP
3" CLR

INITIAL CAST

INTENTIONALLY ROUGHEN

SURFACE AT JOINT

SINGLE MAT
5' - 0" MIN

ALL AROUND
5' - 0" MIN

THICKENED SLAB

EDGE DETAIL WALL FOOTINGS

ALL AROUND
5' - 0" MIN

UNDISTURBED EARTH, SCARIFY
AND RECOMPACT TOP 12" PER
NOTE 1
5' - 0" BELOW FTG

INTERIOR WALL

FOOTING

SLAB ON GRADE AND CONCRETE PAD

EXTERIOR WALL FOOTINGS

INTERIOR WALL FOOTING

UNDISTURBED EARTH, SCARIFY AND
RECOMPACT TOP 12" PER NOTE 1
5' - 0" MIN BELOW FTG

UNDISTURBED EARTH, SCARIFY AND
RECOMPACT TOP 12" PER NOTE 1
FG FG

OVEREXCAVATE AND BACKFILL

WITH STRUCTURAL FILL PER

SPECIFICATIONS

OVEREXCAVATE AND BACKFILL

WITH STRUCTURAL FILL PER

SPECIFICATIONS

OVEREXCAVATE AND BACKFILL

WITH STRUCTURAL FILL PER

SPECIFICATIONS

VAPOR RETARDER PER
SPECIFICATION 072600
WITH 2" SAND LAYER

ABOVE AND BELOW

VAPOR RETARDER PER
SPECIFICATION 072600
WITH 2" SAND LAYER

ABOVE AND BELOW

VAPOR RETARDER PER
SPECIFICATION 072600
WITH 2" SAND LAYER

ABOVE AND BELOW
NOTE:

1. MOISTURE CONDITION SUBGRADE TO MIN 90%
REFERENCE DENSITY PER ASTM D1557.

A
A
A
A

CONDUIT IN SLAB

OR WALL

SLAB OR WALL

PIPING THROUGH SLAB OR WALL
NOTES:

1. PLACE CONDUITS IN MIDDLE THIRD OF SLAB OR WALL.

2. WHERE REQUIRED CLEAR DISTANCE BETWEEN SLEEVES IS IMPOSSIBLE

THIS AREA SHALL BE TREATED AS A SLAB OPENING OR AS A WALL OPENING.

THE SMALLER
3D OR 8"
D

THE SMALLER
3D OR 8"
CL
MAX OD=T/5
OR 2" MAX
T

THE SMALLER

THICKENED SLAB EDGE

TYP ALL AROUND
SEE DETAIL G/SD-1

FINISHED
#5@12" T&B, EW GRADE

OR AS NOTED ON PLANS

DIMENSIONS REQ'D TO SUIT EQIUPMENT
#5@12" T&B

ON DWGS
12" UON

EQUIPMENT PAD
PER DETAIL H/SD-1

WHERE INDICATED
6"
MIN
1'-6"

BACKFILL AND RE-COMPACT

PER DETAIL J/-
1'-0"
NOTES:

1. PADS FOR PUBLIC UTILITY EQUIPMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE AGENCIES REQUIREMENTS.

2. AT CONTRACTOR'S OPTION, PROVIDE A UNIFORM THICK SLAB.

NOTE 2

EACH SIDE OF UNIT (TYP)
12" CLEAR MINIMUM
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
STRUCTURAL STANDARD DETAILS 2
SD-2
M. ARIEF
MAY 2025
A. BECKWITH
G. GANESH
A. HAHN
MAY 2025
MAY 2025
MAY 2025
_
DETAIL
NTS
B

CHAMFER
_
DETAIL
NTS
C

JOINT SEALANT
_
DETAIL
NTS
F

CONCRETE PIPE ENCASEMENT
_
DETAIL
NTS
E

SAWCUT JOINT
_
DETAIL
NTS
G

SLAB/WALL CONSTRUCTION JOINT
_ NTS

H DETAIL
_
DETAIL
NTS
D

PIPING AND CONDUIT IN OR THROUGH SLAB OR WALL
_
DETAIL
NTS
A

EXTERIOR EQUIPMENT SLAB
A ADDENDUM 1 8/15/25 AB AH
5-14-2025
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 68 126
NOTES:

1. SEE JAMB REINF FOR EXTRA REINF @
SIDE OF OPNG. DETAIL G/- (TYP, UON)

2. SILL REINF 1-#5 EF FOR 12" WALLS, 1-#5
FOR 8" WALLS (TYP, UON)

3. PROVIDE 2'-0" MIN, BUT NOT LESS THAN
48 BAR DIAMETERS.

4. NO ADDL REINF REQ UNLESS OPNG
INTERRUPTS TYP HORIZ OR VERT REINF.

WHERE TYP REINF IS INTERRUPTED

PROVIDE HORIZ AND/OR VERT REINF

MATCHING HORIZ AND/OR VERT REINF

ADJACENT TO PENETRATION FOR OPNGS
GREATER THAN 16" AND LESS THAN OR
EQUAL TO 32" WIDE.

END OF
WALL

SEE LINTEL

REINF DETAIL, UON TYP
NOTE 1
NOTE 3, TYP
(2)#5, FOR OPNG
LESS THAN 2'-0" WIDE

SEE WALL CORNER
DETAIL
T.O. WALL
2-#5, BOND BEAM REINF

AT TOP OF WALL
NOTE 4

CLEANOUT OPNG AT

ALL VERT REINF

BARS FOR HIGH LIFT

GROUTING

BASE OF CMU WALL
1- VERT REINF EF IN THE

FIRST TWO CELLS, SIZE TO

MATCH TYP WALL REINF

TYP VERT REINF W/

MATCHING DOWEL

SEE SECTIONS
TYP HORIZ REINF W/ 180°
HOOK @ EA END UNO
NOTE 2
> 16" & < 32"
NOTE 3

OPENINGS GREATER
THAN 32" WIDE

OPENINGS GREATER
THAN 16" AND LESS

THAN OR EQUAL TO
32" WIDE.

OPENINGS 16"

WIDE AND LESS

OPNG WIDTH

CMU JAMB REINFORCING

B D VERT REINF
0'-0" TO < 3'-4"
3'-5" TO < 6'-8" 24" 8" 2-#5 PER CELL 1 EF

C VERTICAL REBAR W/

MATCHING DOWELS
PROVIDE NO. OF BARS AS

NOTED IN SCHEDULE

CELL (TYP)
B

EDGE OF

OPENING
D
3/4" CLR

TYP WALL REINF
(UON)
L
16" 2-#5 PER CELL 1 EF 8"
6'-9" TO < 9'-4" 32" 8" 2-#5 PER CELL 1 EF
NOTES:

1. PROVIDE 8" MIN BEARING AT EA SIDE OF CLEAR SPAN UNLESS OTHERWISE NOTED.

2. PROVIDE REINF AS INDICATED AT ALL OPENINGS ON THE DRAWINGS.

3. SPECIAL INSPECTION OF ALL LINTELS IS REQUIRED.

SPAN
B D
HORIZ
REINF

STIRRUPS
0'-0" TO < 3'-4"
3'-5" TO < 6'-8" 8" 16" 2-#5

STIRRUP WHERE

INDICATED

CHANNEL LINTEL
BLOCK

HORIZONTAL
LINTEL
REINF
M
AX
3 3/4"

TYP VERT WALL
REINF
D
2" +
B

CMU LINTEL REINFORCING
8" 8" 2-#5 -
-
6'-9" TO < 9'-4" 8" 32" 4-#5 -
NOTES:

1. MASONRY LAP SPLICES APPLICABLE FOR TMS 402 &
CBC 2022.

2. SEE DRAWINGS OR OBTAIN ENGINEER OF RECORD
APPROVAL FOR SPLICE LENGTHS NOT SHOWN.

BAR
SIZE
MIN LAP LENGTH (in)
BARS

CENTERED
BARS E.F.
4 5
6 7
21 26
43 60
36 45
48 63
STD HOOK WHERE Ld IS NOT

AVAILABLE, ALT DIRECTION

FOR SINGLE LAYER OF REINF

DOWELS TO MATCH SPACING

OF VERT REINF (TYP, UON)

VERTICAL WALL REINF
(TYP, UON)

PROVIDE GROUT FULL HEIGHT

IN ALL CELLS
MIN 3/4" CLEAR COVER TO BLOCK INSIDE FACE (TYP)
E/-
Ld S
E
E
S
E
E
E/-
LA
P
S
PLIC
E
U
O
N

VERT REINF

CENTERED
E
Q
E
Q
NOTES:

1. TERMINATE HORIZ REINFORCING WITH A STD
HOOK TWO INCHES FROM CONTROL JOINTS, UON.

2. PROVIDE SMOOTH DOWELS ACROSS THE
JOINT AT HORIZ BAR LOCATIONS. PREVENT

BOND BETWEEN BAR AND GROUT ON ONE SIDE
OF JOINT WITH GREASE OR A PLASTIC SLEEVE.

CAP ALL DOWELS TO ALLOW ONE INCH OF
MOVEMENT.

3. PROVIDE STD HOOK ON SIDE WITH BOND IF 2'-0"
LENGTH IS NOT POSSIBLE.

4. CONTINUE HORIZ REINF THROUGH MCJ @ BEAM
BEARING, DECK BEARING, T.O.W. BOND BEAMS
AND LINTEL REINF.

5. DISCONTINUE HORIZONTAL JOINT
REINFORCEMENT CEMENT AT THE MCJ.

6. DOUBLE BOND BEAM SHOWN. SIMILAR FOR
SINGLE BOND BEAM.

7. FOR 8" CMU, 2 CELLS OF 2-#5 CONT W/ MATCHING
DOWELS, EACH SIDE OF MCJ.

TYP HALF
UNIT

CLEANOUT

OPENING,
(TYP)

CONTROL JOINT
NOTE 2
(SEE NOTE 3)
2'-0"

TO EDGE OF OPNG
2'-0" MAX OR
(UNBONDED OR GREASED

END OF REINF)

BACKER ROD

SEALANT
UON
3/8"
TYP
REINF
(UON)
1-#5 HORIZ,

BOND BEAM
(TYP)
NOTE 7
NOTE 1
TYP
REINF
(UON)
(TYP, UON)

WALL REINF
2-#5 VERT REINF

AT CORNERS W/

MATCHING
DOWELS
#5 CONT

W/ MATCHING
DOWELS
(TYP, UON)

WALL REINF
(TYP, UON)

WALL REINF

WALL REINF
(TYP, UON)
2-#5 VERT REINF

AT CORNERS W/

MATCHING
DOWELS
0 "
#5 CONT

W/ MATCHING
DOWELS

WALL REINF
(TYP, UON)
DIA OR 2'-0" MIN (TYP)
48 BAR

ALTERNATE

HOOK AT EA

HORIZ REINF

REINF SPACING

PER PLAN (TYP)

REINF SPACING

PER PLAN (TYP)
(2)-#5 CONTINUOUS
M
AX
3 3/4"

TYP VERT WALL

REINF TO MATCH SIZE

AND SPACING OF WALL

VERT REINFORCING
LA
P
5/16

STEEL LINTEL

PER PLAN
14 GAGE BRICK TIES
WELDED @ 24" OC

MAX, EA SIDE OF WEB
3/16" x7-1/2" 3/16 2-12

CONT PL

SOLID GROUTED MASONRY WALL

BOND BEAM

REINFORCING
24" MIN
LAP

BREAK INSIDE FACE

OF SHELL TO ALLOW FOR

GROUT FLOW (TYP)
1' - 4"
3"
2' - 8"
#4 @ 8" OC TIES
PILASTER P1
6" THK CMU
8" THK CMU

ALTERNATE

LOCATION OF
HOOKS
(8) #5 VERT
BARS
NOTE: MATCH HORIZONTAL AND VERTICAL
REINFORCING IN CONCRETE PIER BELOW.
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
STRUCTURAL STANDARD DETAILS 3
SD-3
M. ARIEF
MAY 2025
A. BECKWITH
G. GANESH
A. HAHN
MAY 2025
MAY 2025
MAY 2025
_
DETAIL
NTS
A

CMU WALL REINFORCEMENT
_
DETAIL
NTS
G

CMU WALL OPENING JAMB REINFORCING
_
DETAIL
NTS
H

CMU LINTEL REINFORCING
_
DETAIL
NTS
D

CMU LAP SPLICES
_
DETAIL
NTS
E

CMU DOWEL TO CONC
_
DETAIL
NTS
C

CMU CLEAR COVER
_
DETAIL
NTS
B

MASONRY CONTROL JOINT (MCJ)
_
DETAIL
NTS
F
8" CMU WALL CORNERS
_
DETAIL
NTS
J

STEEL LINTEL
_
DETAIL
NTS
K

STEPPED BOND BEAM
_
DETAIL
NTS
L

CMU PILASTER
5-14-2025
67 124
6/11/2025
6/11/2025
69 126

CONCRETE PAD
5" MIN x
12" MAX
3/4" HEADED STUDS @ 8"
OC W/12" EMBED
1/2"x7" CONT PLATE

METAL DECK PER PLAN
HSS 6x3X1/4

FASTENER

T/ MASONRY EL

PER PLAN

METAL DECK
L4x4x3/8
GALV STEEL PLATE 1/2"x8"x12"
WITH (2)-5/8" DIA x 5" LONG
HEADED STUD @ 2'-0" CENTERS

ENSURE PLATE IS PLUMB
2-#5 CONT IN
8" BOND BEAM,
MIN
3/16
18 GA PL WELDED

TO DECK
TYP DECK OPENING 6"
AND LARGER BUT LESS THAN 12"
TYP DECK OPENING 12" AND
LARGER (MAX 48" SQ)
PLAN
L3x3x3/8" ES

AS NEEDED
NOTES:

1. PROVIDE TYP DECK & END ATTACHMENTS ALL SIDES OF OPNG.

2. SEE PLANS FOR FRAMING SIZES AT OPNGS LARGER THAN 4'-0" SQ.

NEW WIDE
FLANGE

OR JOIST
6" TYP

FOR OPNG

DIMENSIONS

SEE PLANS
L3x3x3/8"x6" 3 SIDES
1/4
1/4 1/4
1/4
OPNG

SECTION A

CONNECTION TO NEW BEAM
A

NEW WIDE
FLANGE

OR JOIST
JOIST

SEE DETAIL B/-

T/MASONRY

FOR WALL CAP DETAIL

SEE ARCHITECTURAL

DRAWINGS
8" CMU
3/4"x6"x14" BEARING PLATE
(GALV) WITH (2)-3/4"ø HEADED
ANCHOR STUDS WITH 8"
MINIMUM EMBED @ 8" GAGE

JOIST TO
PLATE
JOIST
3/4"x6"x14" PLATE (GALV)

FOR JOIST BEARING
3/4"ø HEADED

STUD ANCHOR

ANGLE TO
JOIST

CMU WALL
ANCHOR
NOTES:

1. BOND BEAMS BELOW STEEL JOIST SHALL BE CONTINUOUS.

2. SET JOIST BEARING PLATE WITH ANCHOR IN 2-COURSE
BOND BEAM AT PROPER JOIST ALIGNMENT AND ELEVATION.

3. HOT-DIP GALVANIZE EMBED PLATE.

NOTE: COMPOSITE DECK NOT SHOWN FOR CLARITY.

EQ EQ
3" 8" 3"
14"

METAL DECK
(2)-#5 @ BOND BEAM

SIZE PER

JOIST MFR

SIZE PER

JOIST MFR
1" ± NSG
P

CONCENTRATED LOAD

ON TOP CHORD
P

CONCENTRATED LOAD

ON BOT CHORD
3/16

TYP EACH END
L1-1/2x1-1/2x3/16 MINIMUM
(TO BE DESIGNED BY

JOIST MANUFACTURER)

EA SIDE OF OPNG
8" MIN BEARING

OPENING
NOT TO EXCEED 5' - 4"
INSTALLATION PROCEDURE:

1. INSTALL STEEL ANGLE LINTEL

INTO EXISTING MORTAR JOINT
OR SAW CUT 3/8" HORIZONTAL

CUT TO ALLOW PLACEMENT OF
HORIZONTAL LEG.

2. INSTALL ANCHOR BOLTS.

3. REMOVE MASONRY FOR
OPENING.

4. DO NOT OVERCUT MASONRY.

ANGLE 6"X6"X5/16" WITH
1/2" DIA EPOXY ANCHORS
AT ENDS AND AT 24" O.C.
(3 ANCHORS MINIMUM)
EXISTING 8" MASONRY WALL.
4" 2"

SECTION
4"

METAL DECK
1/2"x 20" WIDE

CONTINUOUS PLATE

CTRD ON DECK RIB
1/2" BENT PL x 8" LONG

EACH SIDE OF WALL AT

EACH BOLT

CMU WALL
1/4" TEK SCREWS
@ 12" OC (TYP, ES)

DRILL FROM TOP

OR BOTTOM
5/8" DIA THRU BOLT @ 16" OC

CTRD ON BENT PLATE IN
2" OVERSIZED HOLES WITH
3x3x1/4" PLATE WASHERS,

CTRD ANCHOR BOLT IN HOLE
4 " 4 "
1/4
3 SIDES
(TYP)
1" GAP
MIN
4"
2" (TYP)
1" GAP

EDGE OF

CMU WALL
1/2"x7 CONT PLATE
W/ 3/4" HEADED STUDS @8"
OC WITH 12" EMBED
1/4 4-4
1/4 4-4 HSS 6x3x1/4
(LSH)
4"
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
STRUCTURAL STANDARD DETAILS 4
SD-4
M. ARIEF
MAY 2025
A. BECKWITH
G. GANESH
A. HAHN
MAY 2025
MAY 2025
MAY 2025
_
DETAIL
NTS
C

MASONRY BLOCKING CONNECTION
_
DETAIL
NTS
B

LEDGER ANGLE
_
DETAIL
NTS
E

ROOF OPENING FRAMING
_
DETAIL
NTS
A

JOIST/DECK TO CMU
_
DETAIL
NTS
F

CONCENTRATED LOAD REINFORCEMENT
_
DETAIL
NTS
G

STEEL LINTEL ANCHORAGE
_
DETAIL
NTS
D

METAL DECK TO INTERIOR CMU CONNECTION (UNO)
_
DETAIL
NTS
H

STEEL LINTEL ANCHORAGE
5-14-2025
68 124
6/11/2025
6/11/2025
70 126
JOIST
8" CMU

T/MASONRY

BRIDGING AND BRACING AS REQUIRED
BY JOIST FABRICATOR. BOLT TO JOIST

ANCHORAGE PER JOIST

MANUFACTURER

BOLT TO TOP AND BOT

CHORDS WHERE REQUIRED

BY JOIST MANUFACTURER

SEE SECTIONS FOR HEIGHT

CMU PARAPET

METAL DECK
(2)-#5 @ BOND BEAM
(TYP)
LEDGER PER B/SD-4

METAL DECK
JOIST
8" CMU

T/MASONRY
CONT BRIDGING BY JOIST FABRICATOR.

NUMBER OF BRIDGING BY JOIST

MANUFACTURER FIELD WELD TO JOIST

ANCHORAGE PER JOIST

MANUFACTURER

SEE SECTIONS FOR HEIGHT

CMU PARAPET
(2)-#5 @ BOND BEAM
(TYP)
LEDGER PER B/SD-4
2-#5 BOND BEAM
PLAN
6" SQ x 1/2" THK PL
W/ 5/8" DIA HEADED

ANCHOR STUDS,
5" LONG
4"
1/44"
4"
(2) #5 x 30" LONG A706

STEEL LINTEL

SEE PLAN
3/16

LINTEL AND
PLATE
(TYP) 3/16
7" x 7" x 3/4" THK PL
W/ 3/4" DIA HEADED

ANCHOR STUDS,
8" LONG (TYP)
6" MIN
4"
4" SQ x 1/4" PL
(TYP)
3/16
3/16

EXIST JOIST

PRE-FAB STEPOVER PAD

EXIST METAL DECK

PRE-FAB STEPOVER PAD
SEE NOTE 5/ S-6
(TYP)

PRE-FAB STEPOVER PAD
SEE NOTE 5/ S-6
(TYP)
L6X6X1/2 L6X6X1/2
2" TOTAL, MIN
4" SQ x 1/4" PL
(TYP)
3/16 3/16
JOIST
JOIST

PRE-FAB STEPOVER PAD

OR SCREEN WALL &

CONNECTION PER

MANUFACTURER
(TYP)

METAL DECK AND

ATTACHMENT PER
NOTES ON SHEET S-6
800LB MIN CONCENTRATED

LOAD AT PRE-FAB

STEPOVER PAD OR

SCREEN WALL
SEE NOTE 5/ S-6
(TYP)
JOIST
L6x6x1/2 L6x6x1/2
2" TOTAL, MIN
A

CMU PILASTER
NOTE: CMU WALL ABOVE NOT SHOWN FOR CLARITY.
3/4"x7"x14" BEARING PLATE
(GALV) WITH (2)-3/4" HEAD
ANCHOR STUDS WITH 8"
MINIMUM EMBED @ 8" GAGE

STEEL BEAM

PER PLAN
3/16

LINTEL AND
PLATE
(TYP)
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
STRUCTURAL STANDARD DETAILS 5
SD-5
M. ARIEF
MAY 2025
A. BECKWITH
G. GANESH
A. HAHN
MAY 2025
MAY 2025
MAY 2025
_
DETAIL
NTS
A

BOLTED DIAGONAL BRACING
_
DETAIL
NTS
B

HORIZONTAL BRIDGING
_
DETAIL
NTS
C

STEEL BEAM ANCHORAGE
_
DETAIL
NTS
D

STEEL LINTEL ANCHORAGE
_
DETAIL
NTS
F
ADDL FRAMING AT STEP OVER LADDER @ EXISTING BUILDING
_ NTS

G DETAIL

ADDL FRAMING AT STEP OVER LADDER
_ 1" = 1'-0"

E DETAIL A
A ADDENDUM 1 8/15/25 AB AH
5-14-2025
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646 DATE
6/11/2025 6/11/2025 71 126

SUPERVISOR
OFF.
101

COMPUTER
OPER. OFF.
102

OPERATIONS
103
CHEMIST OFF.
104
BACT. LAB.
107

LAB STORAGE
110

MICROBIOLOGY
123

COPY/STORAGE
109
LOBBY
108
SAMPLE

RECEIVING
111

CLASS ROOM
112

LUNCH ROOM
113

JANITOR
116

KITCHEN
114
MEN'S TOIL.
118

UNIFORMS
119

MEN'S LOCKER
117

WOMEN'S TOILET
121
ELECT. EQUIP.
120
MECH. EQUIP.
106
T
T
12''x12''
12''x12''
12''x10''
12''x12''
12''x12''
12''x12''

AIR CURTAIN

HVAC UNIT (ABOVE

DOOR) TO REMAIN
AS IS
16"x12" 12"x8" 20"x12"
12"x12"
34"x16"
12"x10" 12"x6" 24"x12"
18"x12" 12"x12"
12"x12"
12"x12"
8"x8"
12"x12"
12"x12"
30''x16''

THERMOSTAT
HVAC UNIT NO. 2
5 THERMOSTAT
HVAC UNIT NO. 4
6 FUME
HOOD
FUME
HOOD
12''x10'' 12''x10'' 26''x16'' 22''x10''
12 12''x10'' 12''x10''
9 11
32''x18'' RA
T
3 HVAC UNIT NO. 1
(ON ROOF)
1 8
(TYP)
9 16''x12''
8 (TYP)
16''x16''
9 9
16''x12'' 16''x16'' 16''x12''
9 8
(TYP)
4 THERMOSTAT
HVAC UNIT NO 3
9 34''x16'' 34''x16''
60''x16''
2 60''x24''
10 HVAC UNIT NO 3
(ON ROOF)
T
CANOPY
HOOD
13 9
FUME
HOOD
FUME
HOOD
15 12 REST ROOMS
EXHAUST FAN 7 16''x16''
14 12
12 12
12 11
12 12''x10''
9 10 10

CANOPY HOODS
(ABOVE OVENS)
HVAC UNIT NO 2
(ON ROOF)
12 12''x8''
8 (TYP)
12 EXISTING ROOM

EXHAUST TO

REMAIN AS IS
16 HVAC UNIT NO 4
(ON ROOF)
14 SEE PHOTOS 1, AND 2 ON THIS DRAWING

FOR DEMOLITION WORK IN MECH ROOM
EXISTING SUPPLY AIR DIFFUSER TO BE REMOVED.

EXISTING RETURN/EXHAUST AIR GRILLE TO BE REMOVED.

EXISTING SUPPLY AIR DIFFUSER TO REMAIN AS IS.

EXISTING RETURN/EXHAUST AIR GRILLE TO REMAIN AS IS.

EXISTING TOILET EXHAUST AIR GRILLE TO REMAIN AS IS.

EXISTING TOILET SUPPLY AIR DIFFUSER TO REMAIN AS IS.

EXISTING VAC PUMP AND PIPING

TO REMAIN AS IS
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
HVAC DEMOLITION FLOOR PLAN - PHASE 2-A
MD-1
S. IBRAHIM
MAY 2025
S. GOPIKUMAR
G. NITHIYAN
S. IBRAHIM
MAY 2025
MAY 2025
MAY 2025
3/16" = 1'-0"
HVAC DEMOLITION PLAN - PHASE 2-A
Time: Last Saved by: 5/12/2025 10:33:15 AM
Autodesk Docs://Joint Utilities Laboratory/HWZ000LB.rvt G. NITHIYAN
N
HVAC KEYNOTES - PHASE 2-A:

REMOVE EXISTING HVAC UNITS NO 1 (ON ROOF) AND ALL RELATED CONTROLS AND ACCESSORIES.

REMOVE EXISTING HVAC UNITS NO 3 (ON ROOF) AND ALL RELATED CONTROLS AND ACCESSORIES.

REMOVE EXISTING THEROMSTAT SERVING HVAC UNIT NO 1.

REMOVE EXISTING THEROMSTAT SERVING HVAC UNIT NO 3.

HVAC UNITS NO 2 (ON ROOF) WILL REMAIN AS IS AND ALL RELATED CONTROLS.

HVAC UNITS NO 4 (ON ROOF) WILL REMAIN AS IS AND ALL RELATED CONTROLS.

REMOVE EXHAUST FAN (ON ROOF) SERVING RESTROOMS AND LOCKERS.

REMOVE EXISTING DIFFUSER AND/OR GRILLE.

REMOVE EXISTING DUCTWORK.

REMOVE EXISTING CANOPY HOOD AND ALL RELATED DUCTWORK AND ACCESSORIES BETWEEN THE HOOD AND THE EXHAUST FAN ON ROOF.

CUT AND CAP EXISTING DUCT AIRTIGHT.

EXISTING DUCTWORK TO REMAIN AS IS.

CUT AND CAP EXISTING DUCT FOR CONNECTION TO NEW DUCTWORK FROM NEW HVAC UNIT PACU-1.

REMOVE EXISTING EXHAUST DUCT.

REMOVE EXISTING EXHAUST DUCTWORK BETWEEN THE FUME HOOD AND THE EXHAUST FAN ON ROOF.

REMOVE 24"X12" DUCT UP TO HVAC UNIT NO 1.

REMOVE EXISTING AIR COMPRESSOR AND TURN OVER TO OWNER. SEE PHOTOS 1 AND 2 ON THIS DRAWING.

REMOVE EXISTING COMPRESSED AIR (CA) PIPE AND ACCESSORIES. SEE PHOTO 2 ON THIS DRAWING FOR CONTINUATION.

CAP EXISTING CA PIPE AT THE TEE CONNECTION. SEE PHOTO 2 ON THIS DRAWING. 1 2
3 4
HVAC DEMOLITION NOTES - PHASE 2-A:

1. REMOVE ALL DUCTWORK, HVAC EQUIPMENT AND AIR DEVICES (DIFFUSERS AND GRILLES) SHOWN WITH DASHED LINE TYPE OR HATCHED UNLESS NOTED OTHERWISE.

2. ALL HVAC EQUIPMENT, DUCTWORK AND AIR DEVICES (DIFFUSERS AND GRILLES) SHOWN WITH SOLID LINE TYPE ARE EXISTING TO REMAIN AS IS.
5 6
7 8
9 10
11 12
13 14
HVAC DEMOLITION LEGEND - PHASE 2-A:
15 16
4 0 4 8
3/16" = 1'- 0"
17 18
19 NTS
1 PHOTO
NTS
2 PHOTO
18 19
17 18
18 5/14/2025 70 124 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 72 126
12 11
10 ACU-2 4
ACU-4 3
2 1
13 ACU-3 6
7 8
5 9
PHOTO NO. 8
PHOTO NO. 8
PHOTO NO. 7
PHOTO NO. 2
PHOTO NO. 1
PHOTO NO. 10
PHOTO NO. 5
PHOTO NO. 3
PHOTO NO. 6
PHOTO NO. 4
PHOTO NO. 4
PHOTO NO. 9
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
HVAC DEMOLITION ROOF PLAN - PHASE 2-A
MD-2
S. IBRAHIM
MAY 2025
S. GOPIKUMAR
G. NITHIYAN
S. IBRAHIM
MAY 2025
MAY 2025
MAY 2025
3/16" = 1'-0"
HVAC ROOF DEMOLITION PLAN - PHASE 2-A
Time: Last Saved by: 5/12/2025 10:33:16 AM
Autodesk Docs://Joint Utilities Laboratory/HWZ000LB.rvt G. NITHIYAN
N
NTS
9 PHOTO
NTS
8 PHOTO
HVAC DEMOLITION KEYNOTES - PHASE 2-A:

MECHANICAL ROOM EXHAUST DUCT WILL REMAIN AS IS.

FUME HOOD EXHAUST FANS WILL REMAIN AS IS. SEE PHOTO NO 1.

HVAC UNIT NO 4 WILL REMAIN AS IS. SEE PHOTO NO 2.

HVAC UNIT NO 2 WILL REMAIN AS IS. SEE PHOTO NO 3.

REMOVE HVAC UNIT NO 1 AND ALL RELATED CONTROLS AND ACCESSORIES. SEE PHOTO NO 4.

SEE HVAC DEMOLITION NOTE 2 ON THIS DRAWING.

REMOVE HVAC UNIT NO 3 AND ALL RELATED CONTROLS AND ACCESSORIES. SEE PHOTO NO 5.

SEE HVAC DEMOLITION NOTE 2 ON THIS DRAWING.

REMOVE FUME HOOD EXHAUST FANS AND ALL RELATED DUCTWORK AND ACCESSORIES. SEE PHOTO NO 6.

REMOVE RESTROOMS EXHAUST FAN. SEE PHOTO NO 4.

REMOVE CANOPY HOOD EXHAUST FANS AND ALL RELATED DUCTWORK AND ACCESSORIES. SEE PHOTO NO 7.

EXISTING FAN WILL REMAIN AS IS. SEE PHOTO NO 8.

EXISTING FAN WILL REMAIN AS IS. SEE PHOTO NO 9.

EXISTING DUCT WILL REMAIN AS IS. SEE PHOTO NO 8.

REMOVE EXHAUST FANS AND ALL RELATED DUCTWORK AND ACCESSORIES. SEE PHOTO NO 10. 1 2
3 4
5 6
7 8
9 10
11 12
13 NTS
1 PHOTO
NTS
2 PHOTO
NTS
3 PHOTO
NTS
4 PHOTO
NTS
5 PHOTO
NTS
6 PHOTO
NTS
7 PHOTO
NTS
10 PHOTO
HVAC DEMOLITION NOTES - PHASE 2-A:

1. REMOVE ALL ASSOCIATED ELECTRICAL CIRCUITS AND CONDUITS SERVING ALL EXISTING HVAC UNITS TO BE REMOVED BACK TO IT'S SOURCE.

2. CAP EXISTING ROOF CURB OPENING WITH DOUBLE WALL INSULATED STAINLESS STEEL SHEETMETAL. MIN INSULATION THERMAL VALUE SHOULD BE R-30.
10 12
13 11
3 4
5 6
7 9
9 2
8 4 0 4 8
3/16" = 1'- 0"
5/14/2025 71 124 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 73 126
T
T
30x16

THERMOSTAT
HVAC UNIT NO. 2
8 3

THERMOSTAT
HVAC UNIT NO. 4
4 2
FUME
HOOD
7 FUME
HOOD
7 12x10 12x10 26x16
6 6
22x10
6 12x10 12x10
5 5 (TYP.)
(TYP.)
T
1 EXISTING SUPPLY AIR DIFFUSER TO BE REMOVED.

EXISTING RETURN/EXHAUST AIR GRILLE TO BE REMOVED.
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
HVAC DEMOLITION FLOOR PLAN - PHASE 2-B
MD-3
S. IBRAHIM
MAY 2025
S. GOPIKUMAR
G. NITHIYAN
S. IBRAHIM
MAY 2025
MAY 2025
MAY 2025
3/16" = 1'-0"
HVAC DEMOLITION PLAN - PHASE 2-B
Time: Last Saved by: 5/12/2025 10:33:19 AM
Autodesk Docs://Joint Utilities Laboratory/HWZ000LB.rvt G. NITHIYAN
4 0 4 8
3/16" = 1'- 0"
N
HVAC KEYNOTES - PHASE 2-B:

REMOVE EXISTING HVAC UNITS NO 2 (ON ROOF) AND ALL RELATED DUCTWORK, CONTROLS AND ACCESSORIES.

REMOVE EXISTING HVAC UNITS NO 4 (ON ROOF) AND ALL RELATED DUCTWORK, CONTROLS AND ACCESSORIES.

REMOVE EXISTING THEROMSTAT SERVING HVAC UNIT NO 2.

REMOVE EXISTING THEROMSTAT SERVING HVAC UNIT NO 4.

REMOVE EXISTING DIFFUSER AND/OR GRILLE.

REMOVE EXISTING DUCTWORK.

REMOVE EXISTING EXHAUST DUCTWORK BETWEEN THE FUME HOODS AND THE EXHAUST FANS ON ROOF AND ALL RELATED ACCESSORIES.

REMOVE EXISTING SUPPLY AND RETURN AIR DUCTS UP TO HVAC UNIT NO 2. 1 2
3 4
HVAC DEMOLITION NOTES - PHASE 2-B:

1. REMOVE ALL DUCTWORK AND AIR DEVICES (DIFFUSERS AND GRILLES) SHOWN WITH DASHED LINE TYPE UNLESS NOTED OTHERWISE.
5 6
7 HVAC DEMOLITION LEGEND - PHASE 2-B:
8 5/14/2025 72 124 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 74 126
6 7
5 ACU-2 4
ACU-4 3
2 1
PHOTO NO. 5
PHOTO NO. 4
PHOTO NO. 4
PHOTO NO. 2
PHOTO NO. 3
PHOTO NO. 1
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
HVAC DEMOLITION ROOF PLAN - PHASE 2-B
MD-4
S. IBRAHIM
MAY 2025
S. GOPIKUMAR
G. NITHIYAN
S. IBRAHIM
MAY 2025
MAY 2025
MAY 2025
3/16" = 1'-0"
HVAC DEMOLITION ROOF PLAN - PHASE 2-B
4 0 4 8
3/16" = 1'- 0"
N
Time: Last Saved by: 5/12/2025 10:33:20 AM
Autodesk Docs://Joint Utilities Laboratory/HWZ000LB.rvt G. NITHIYAN
HVAC DEMOLITION KEYNOTES - PHASE 2-B:

MECHANICAL ROOM EXHAUST DUCT WILL REMAIN AS IS.

REMOVE FUME HOOD EXHAUST FANS AND ALL RELATED DUCTWORK AND ACCESSORIES. SEE PHOTO NO 1.

REMOVE HVAC UNIT NO 4 AND ALL RELATED CONTROLS AND ACCESSORIES. SEE PHOTO NO 2.

SEE HVAC DEMOLITION NOTE 2 ON THIS DRAWING.

REMOVE HVAC UNIT NO 2 AND ALL RELATED CONTROLS AND ACCESSORIES. SEE PHOTO NO 3.

SEE HVAC DEMOLITION NOTE 2 ON THIS DRAWING.

EXISTING FAN WILL REMAIN AS IS. SEE PHOTO NO 4.

EXISTING FAN WILL REMAIN AS IS. SEE PHOTO NO 5.

EXISTING DUCT WILL REMAIN AS IS. SEE PHOTO NO 4.
1 2
3 4
5 6
7 NTS
1 PHOTO
NTS
2 PHOTO
NTS
3 PHOTO
NTS
4 PHOTO
NTS
5 PHOTO
HVAC DEMOLITION NOTES - PHASE 2-B:

1. REMOVE ALL ASSOCIATED ELECTRICAL CIRCUITS AND CONDUITS SERVING ALL EXISTING HVAC UNITS TO BE REMOVED BACK TO IT'S SOURCE.

2. CAP EXISTING ROOF CURB OPENING WITH DOUBLE WALL INSULATED STAINLESS STEEL SHEETMETAL. MIN INSULATION THERMAL VALUE SHOULD BE R-30. 2 3
4 5
7 6
5/14/2025 73 124 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 75 126
GENERAL NOTES:

1. HVAC EQUIPMENT LOCATIONS, DUCTWORK, AND PIPING SYSTEM LAYOUTS ARE BASED ON EQUIPMENT SELECTED BY THE ENGINEER. IF THE CONTRACTOR PROPOSES TO FURNISH EQUIPMENT OF DIFFERENT SIZE,

OR EQUIPMENT THAT REQUIRES AN ARRANGEMENT OR SPACE DIFFERING FROM THAT INDICATED ON THE

DRAWINGS OR SPECIFIED, THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER FOR APPROVAL,

DETAILED ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, INSTRUMENTATION, HVAC, AND ELECTRICAL DRAWINGS AND EQUIPMENT SPECIFICATION SHEETS. THE SUBMITTALS SHALL SHOW ALL NECESSARY CHANGES AND INDICATE ALL FEATURES OF THE EQUIPMENT THE CONTRACTOR PROPOSES. THE

DRAWINGS SHALL INCLUDE BUT NOT BE LIMITED TO PLANS, SECTIONS, DETAILS, AND SCHEMATICS OF ALL APPURTENANCES REQUIRED. DEVIATIONS FROM THE EQUIPMENT SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS AND IN THE SPECIFICATIONS SHALL BE CLEARLY INDICATED. CHANGES SHALL BE

APPROVED BY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK AND SHALL BE MADE AT NO EXTRA COST TO THE OWNER. THE CONTRACTOR SHALL ASSUME THE COST OF, AND THE RESPONSIBILITY FOR

SATISFACTORY ACCOMPLISHING ALL OF THE CHANGES AND THE FINAL OPERATION OF THE EQUIPMENT IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.

2. EQUIPMENT PADS SIZES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE EXACT DIMENSIONS BASED ON THE EQUIPMENT IN THE APPROVED SHOP DRAWINGS. FLOOR MOUNTED EQUIPMENT SHALL BE SET ON CONCRETE HOUSEKEEPING PADS BASED ON STRUCTURAL DRAWING DETAILS.

3. HVAC PIPING AND DUCTWORK DRAWINGS DO NOT SHOW ALL DRAINS, VENTS, OFFSETS AND FITTINGS ETC.

REQUIRED FOR THE COMPLETE SYSTEM. SUCH ITEMS SHALL BE PROVIDED AS CALLED FOR ON THE DETAILS AND IN THE SPECIFICATIONS. PROVIDE ALL FITTINGS, TRANSITIONS, DAMPERS, VALVES, AND OTHER DEVICES REQUIRED FOR COMPLETE WORKABLE INSTALLATION.

4. SMALL DIAMETER PIPING IS SHOWN APPROXIMATELY TO SCALE BUT NOT EVERY FITTING AND OFFSET IS SHOWN. SOME VALVES AND APPURTENANCES MAY BE OMITTED FOR THE SAKE OF CLARITY. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SUCH ITEMS WHETHER SHOWN OR NOT SHOWN.

5. PROTECT ALL PIPING FROM DIRECT CONTACT WITH CORROSIVE MATERIAL (CONCRETE, MASONRY, OR

CINDERS) AT ENCASEMENTS AND PENETRATIONS USING PIPE SLEEVE OR PIPE WRAPS AS SPECIFIED OR DETAILED.

6. UNLESS SPECIFIC REQUIREMENTS ARE SHOWN ON THE DRAWINGS ALL FLOOR SLAB AND WALL PENETRATIONS SHALL BE AS SHOWN ON THE DETAILS. ABOVE GROUND EXTERIOR WALL AND ROOF PENETRATIONS SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. ALTERNATE DETAILS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THE ENGINEER'S APPROVAL SHALL BE RECEIVED PRIOR TO STARTING THE WORK.

7. ALL DUCTWORK SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO THE BUILDING WALLS AND FLOOR.

8. ALL PIPING SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO THE BUILDING WALLS AND FLOOR.

9. NOT ALL SUPPORTS ARE SHOWN ON THE DRAWINGS. UNLESS OTHERWISE DETAILED ON THE DRAWINGS ALL PIPE AND DUCT SUPPORTS SHALL BE DESIGNED, FURNISHED AND INSTALLED BY THE CONTRACTOR.

10. WHERE THE WORK IS A MODIFICATION OF EXISTING SYSTEMS OR STRUCTURES, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR CONFIRMATION OF THE EXISTING DIMENSIONS, CONFIGURATION AND CONSTRUCTION OF EXISTING ELEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE EXISTING ELEMENTS. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING THE WORK. ANY DEVIATIONS FROM THE DRAWINGS MUST BE PRESENTED PRIOR TO BID SUBMISSION FOR CLARIFICATION.

11. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL MISCELLANEOUS CONTROL WIRING, HANGERS, CONDUITS, FITTINGS AND OTHER ACCESSORIES ASSOCIATED WITH DEMOLITION WORK.

12. ALL WORK, ESPECIALLY BUILDING SERVICES AND UTILITY SHUTDOWNS, MUST BE COORDINATED AND SCHEDULED WITH THE OWNER PRIOR TO BEGINNING CONSTRUCTION.

13. THE CONTRACTOR SHALL REMOVE CONSTRUCTION DEBRIS AND ALL OTHER DEBRIS MADE DURING THE WORK THEY HAVE COMPLETED, AT THE END OF EACH WORK DAY.

14. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED EQUIPMENT, CEILING, WALLS, ETC. WHICH HAVE BEEN DAMAGED BY THE WORK OF THIS PROJECT AT NO COST TO THE OWNER.

15. NOTED ELEVATIONS ARE GIVEN AS REFERENCE FOR THE INTENDED ROUTING OF SYSTEMS. THE CONTRACTOR SHALL COORDINATE THE EXACT ROUTING. ALL WORK SHALL BE INSTALLED WITH THE PROPER PITCH.

COORDINATE WITH OTHER TRADES AND FIELD CONDITIONS TO AVOID INTERFERENCES.

16. COORDINATE ALL MOTOR SIZES, STARTERS, DISCONNECT SWITCHES, CONTROLS, ETC. WITH ELECTRICAL CONTRACTOR AND HVAC CONTROLS CONTRACTOR PRIOR TO THE RELEASE OF ANY EQUIPMENT.

17. ALL THERMOSTATS SHALL BE MOUNTED IN LINE WITH CENTERLINE OF LIGHT SWITCH AT 48" AFF UNLESS OTHERWISE NOTED. VERIFY MOUNTING HEIGHT IS 48" PRIOR TO INSTALLING COMPONENTS SYSTEMS.

CONTRACTOR SHALL CALIBRATE ALL THERMOSTATS.

18. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

19. PROVIDE FIRE RATED DAMPERS AT ALL DUCT PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS.

REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION AND CONSTRUCTION OF FIRE RATED WALLS AND FLOORS.

20. PROVIDE FIRE RATED PIPE PENETRATIONS FOR PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS.

REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION AND CONSTRUCTION OF FIRE RATED WALLS AND FLOORS.

21. UNLESS OTHERWISE NOTED, MOUNT ALL DUCTWORK AND PIPING TIGHT TO THE STRUCTURE. MAINTAIN A MINIMUM 7'-0" CLEAR HEIGHT BELOW DUCTWORK, INCLUDING SUPPORTS AND INSULATION. COORDINATE

INSTALLATION OF DUCTWORK WITH ALL OTHER NEW AND EXISTING EQUIPMENT, PIPING, CONDUIT, AND STRUCTURAL MEMBERS.

22. ALL CONTROL WIIRING SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND DIVISION 26 SPECIFICATIONS.

DUCTWORK SYMBOLS

SINGLE LINE DOUBLE LINE DESCRIPTION

FIRST DIMENSION DENOTES VIEW
SHOWN; RECT. OR OVAL
20X12
20X12
16X8
TRANSITION, 18" MIN. LENGTH, 15°
MAX. EACH SIDE. ROUND OR
RECT.
20X12
16X8 SINGLE SIDE TRANSITION
RECT. TO ROUND TRANSITION

MITERED ELBOW WITH TURNING
VANES

RADIUS ELBOW WITH TURNING
VANES
20X12 16X8

TRANSITION

FLAT ON TOP (FOT) OR

FLAT ON BOTTOM (FOB)
45° HEEL TAKE-OFF FITTING, RECT

CONICAL OR FLARED SPIN-IN OR

CONICAL TAP
ROUND DUCT. DIMENSION LISTED IS
DUCT DIAMETER.
18"⌀ 18"⌀
ROUND DUCT ELBOW; R/D=1.5MIN.
90° STRAIGHT TEE FITTING
90° CONICAL TEE FITTING
45° LATERAL FITTING
45° CONICAL LATERAL FITTING

MOTORIZED DAMPER

BACKDRAFT DAMPER

FIRE DAMPER

SMOKE DAMPER

COMBINATION FIRE-SMOKE DAMPER

FLEXIBLE CONNECTOR (DUCT)

FLEXIBLE DUCT

CEILING DIFFUSER
20X12

AIR DEVICE (SIDE MOUNTED)

AIR DEVICE (BOTTOM MOUNTED)

WIRE MESH SCREEN

DOOR GRILLE (TRANSFER AIR)

DUCT ELEVATION INCLINE RISE (R) OR
DROP (D) IN DIRECTION OF AIR FLOW.

R OR D R OR D

DUCTWORK SYMBOLS

SINGLE LINE DOUBLE LINE DESCRIPTION

AIRFLOW DIRECTION, RETURN OR
EXHUST

AIRFLOW DIRECTION, SUPPLY
20X12
16"⌀
D
R
M
SD
SD/FD
U

DOOR UNDERCUT (TRANSFER AIR)

FOT OR FOB
M
B B
FD
FC

RECTANGULAR SUPPLY DUCT

TURNING TOWARD

RECTANGULAR SUPPLY DUCT

TURNING AWAY

RECTANGULAR EXHAUST DUCT

TURNING TOWARD

RECTANGULAR EXHAUST DUCT

TURNING AWAY

MANUAL BALANCING DAMPER/

VOLUME DAMPER

ACCESS DOOR
AD
AD

RECTANGULAR RETURN DUCT

TURNING TOWARD

RECTANGULAR RETURN DUCT

TURNING AWAY

ROUND SUPPLY DUCT TURNING
TOWARD

ROUND SUPPLY DUCT TURNING
AWAY

ROUND EXHAUST DUCT TURNING
TOWARD

ROUND EXHAUST DUCT TURNING
AWAY

ROUND RETURN DUCT TURNING
TOWARD

ROUND RETURN DUCT TURNING
AWAY

DUCT WORK TO BE DEMOLISHED

POINT WHERE NEW CONSTRUCTION

CONNECTS TO EXISTING CONSTRUCTION

POINT BETWEEN EXISTING CONSTRUCTION TO

REMAIN AND EXISTING CONSTRUCTION TO BE

DEMOLISHED
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200

HVAC ABBREVATION, SYMBOLS AND GENERAL NOTES
M-1
S. IBRAHIM
MAY 2025
S. GOPIKUMAR
G. NITHIYAN
S. IBRAHIM
MAY 2025
MAY 2025
MAY 2025

HVAC ABBREVIATIONS
A AIR

AABC ASSOCIATED AIR BALANCE COUNCIL

AD ACCESS DOOR

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

ALT ALTITUDE

AMCA AIR MOVEMENT AND CONTROL ASSOCIATION

AP ACCESS PANEL

AR ACID RESISTANT

ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND

AIR-CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ATC AUTOMATIC TEMPERATURE CONTROL

AUTO AUTOMATIC

AUX AUXILIARY

AV AUTOMATIC AIR RELEASE VENT

AVG AVERAGE

B TO B BACK TO BACK

BDD BACKDRAFT DAMPER

BEL BELOW

BHP BRAKE HORSEPOWER

BI BACKWARD INCLINE

BLDG BUILDING

BMS BUILDING MANAGEMENT SYSTEM

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BOT BOTTOM

BS BIRD SCREEN

BTU BRITISH THERMAL UNITS

C TO C CENTER TO CENTER

CA COMPRESSED AIR

CCW COUNTER CLOCKWISE

CD CONTROL DAMPER

CENT CENTRIFUGAL

CFM CUBIC FEET PER MINUTE

CGP CHILLED WATER GLYCOL PUMP

CHIL CHILLER

CHW CHILLED WATER

CL CENTER LINE

CLG CEILING

CLR CLEAR

CONC CONCRETE

CONN CONNECTION

COP COEFFICIENT OF PERFORMANCE

CTR CENTER

CU COPPER/ CONDENSING UNIT

CV VALVE FLOW COEFFICIENT

D DRAIN

DB DRY BULB

DDC DIRECT DIGITAL CONTROL

DG DOOR GRILLE

DIA DIAMETER

DISC DISCHARGE

DN DOWN

DPS DIFFERENTIAL PRESSURE SWITCH

DS DISCONNECT SWITCH

DWG DRAWING

DX DIRECT EXPANSION COIL

EA EACH

EAT ENTERING AIR TEMPERATURE

ECM ELECTRONICALLY COMMUTATED MOTOR

ED EXHAUST DIFFUSER

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

ELEC ELECTRICAL

EMERG EMERGENCY

ENT ENTERING

ESP EXTERNAL STATIC PRESSURE

EVAP EVAPORATOR

EWT ENTERING WATER TEMPERATURE

EXP EXPANSION TANK

F FAHRENHEIT

FBV FLOW BALANCE & SHUTOFF VALVE

FC FLEXIBLE CONNECTION

FC FORWARD CURVE

FD FIRE DAMPER

FG FLOOR GRILLE

FIN FINISH

FL FLOOR

FLA FULL LOAD AMPS

FLG FLANGE

FOB FLAT ON BOTTOM

FOT FLAT ON TOP

FPM FEET PER MINUTE

FRP FIBERGLASS REINFORCED PLASTIC

FS FLOW SENSOR

FSD FIRE AND SMOKE DAMPER

GA GAUGE

GAL GALVANIZED

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GS GALVANIZED STEEL

H-O-A HAND-OFF-AUTO

HG HOT GAS

HP HORSEPOWER

HR HOUR

HV HEATING AND VENTILATING UNIT

HW HOT WATER

HVAC ABBREVIATIONS

HZ HERTZ

ID INSIDE DIAMETER

IEER INTEGRATED ENERGY EFFICIENCY RATIO

IN INCH

INS INSULATE,INSULATION

INSTR INSTRUMENT(ATION)
kW KILOWATT

LAT LEAVING AIR TEMPERATURE

LBS POUNDS

LCP LOCAL CONTROL PANEL

LD LINEAR DIFFUSER

LIQ LIQUID

LP LOW PRESSURE

LV LOUVER

LVG LEAVING

LWT LEAVING WATER TEMPERATURE

M MOTOR

MATL MATERIAL

MAX MAXIMUM

MBH THOUSAND BTU PER HOUR

MCA MINIMUM CIRCUIT AMPACITY

MCC MOTOR CONTROL CENTER

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MOCP MAXIMUM OVERCURRENT PROTECTION

MT MOISTURE TRANSMITTER

MTD MOUNTED

MTG MOUNTING

NC NORMALLY CLOSED

NG NATURAL GAS

NO NORMALLY OPEN

NOM NOMINAL

NPT AMERICAN NATIONAL TAPER PIPE THREAD

NTS NOT TO SCALE

OAT OUTSIDE AIR TEMPERATURE

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

ODP OPEN DRIP PROOF

OPP OPPOSITE

PACU PACKAGED AIR CONDITIONING UNIT

PCD PERFORATED CEILING DIFFUSER

PCF POUNDS PER CUBIC FOOT

PD PRESSURE DROP

PH PHASE

PPM PARTS PER MILLION

PRV PRESSURE REGULATOR VALVE

PSI POUNDS PER SQUARE INCH

PSIA PSI ABSOLUTE

PSIG PSI GAUGE

PVC POLYVINYL CHLORIDE

R REFRIGERANT

RG RETURN GRILLE

RH RELATIVE HUMIDITY

RM ROOM

RPM REVOLUTIONS PER MINUTE

SAD SUPPLY AIR DIFFUSER

SEER SEASONAL ENERGY EFFICIENCY RATIO

SF SUPPLY FAN

SHT SHEET

SM SHEET METAL

SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS

NATIONAL ASSOCIATION

SP STATIC PRESSURE

SPEC SPECIFICATION

SS STAINLESS STEEL

ST STEAM

STD STANDARD

STL STEEL

SUCT SUCTION

TD TEMPERATURE DIFFERENCE

TDH TOTAL DISCHARGE HEAD

TEAO TOTALLY ENCLOSED AIR OVER

TEFC TOTALLY ENCLOSED FAN COOLED

TEMP TEMPERATURE

TG TRANSFER GRILLE

TS TEMPERATURE SWITCH

TSP TOTAL STATIC PRESSURE

TV TURNING VANES

TXV THERMAL EXPANSION VALVE

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UL UNDERWRITERS LABORATORY

V VOLTAGE

VAP VAPOR

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VEL VELOCITY

VVT VARIABLE VOLUME TERMINAL

W/ WITH

W/O WITHOUT

WB WET BULB

WG WATER GAUGE

WG WALL GRILLE

WMS WIRE MESH SCREEN

WT WEIGHT

HVAC ABBREVIATIONS
Time: Last Saved by: 5/12/2025 10:31:38 AM
Autodesk Docs://Joint Utilities Laboratory/HWZ000LB.rvt G. NITHIYAN
5/14/2025 74 124 6/11/2025 6/11/2025 76 126

MEDIA PREP
111

MICROBIOLOGY
112

CHEMISTRY LAB
113 MECH. EQUIP.
114
STORAGE 1
115
OFFICE 1
123
OFFICE 2
120

CONFERENCE
ROOM
119

CUBICLES
126
OFFICE 3
125
OFFICE

SUPPLIES/ MAIL/
COPY
124

LACTATION
ROOM
127

ELECTRICAL
129
UNISEX

RESTROOM
122

VESTIBULE
121

INSTRUMENT LAB
118
SAMPLE

RETENTION
117
SAMPLE

RECEIVING AND

INDUSTRIAL

WASTE STATION
116

CLASS ROOM
100

BREAKROOM
101

CORRIDOR
104

JANITOR
103

KITCHEN
102
MEN'S TOIL.
105

SERVER ROOM
107

WOMEN'S
LOCKER
108

MEN'S LOCKER
106
ELECT. EQUIP.
109

CONSTRUCTION PHASES
PHASE 1
PHASE 2-A
PHASE 2-B
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200

HVAC CONSTRUCTION PHASES
M-2
S. IBRAHIM
MAY 2025
S. GOPIKUMAR
G. NITHIYAN
S. IBRAHIM
MAY 2025
MAY 2025
MAY 2025
3/16" = 1'-0"
Time:

HVAC PLAN
Last Saved by: 5/12/2025 10:31:42 AM
Autodesk Docs://Joint Utilities Laboratory/HWZ000LB.rvt G. NITHIYAN
4 0 4 8
3/16" = 1'- 0"
N
5/14/2025 75 124 6/11/2025 6/11/2025 77 126
OFFICE 1
123
OFFICE 2
120

CONFERENCE
ROOM
119

CUBICLES
126
OFFICE 3
125
OFFICE

SUPPLIES/ MAIL/
COPY
124

LACTATION
ROOM
127

ELECTRICAL
129
UNISEX

RESTROOM
122

VESTIBULE
121
SAD-1
365 CFM
10"ø
VAV-1
SAD-1
230 CFM
8"ø
VAV-2 6"ø 6"ø
VAV-4
8"x10"
8"ø
8"ø
8"ø
SAD-1
270 CFM
SAD-1
270 CFM
T
TO VAV-4
VAV-3
T TO VAV-3
8"ø
SAD-1
230 CFM
8"ø
6"ø
12"x6"
SAD-1
230 CFM
8"x10" 8"ø
TO VAV-6
SR-2
685 CFM
18"x12''
18"x12"
6"ø
10"ø
8"x16"
10"x16"
8"ø VAV-5
VAV-6
VAV-7
18"x10"
T
TO VAV-5
8"x10"
SAD-1
260 CFM
SAD-1
240 CFM
10"x10"
8"x10"
SAD-1
240 CFM
EF-1
1 2 3
8"ø
8"ø
DG-1
6 16"x16" SA
T
5 SD
RG-1
(TYP)
T
TO VAV-1
T
TO VAV-2
4 RG-3
18''x12''
T
TO VAV-7
SAD-1
230 CFM
PACU-1

MIN SERVICE
CLEARANCE FOR PACU-1
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
HVAC PLANS - PHASE 1
M-3
S. IBRAHIM
MAY 2025
S. GOPIKUMAR
G. NITHIYAN
S. IBRAHIM
MAY 2025
MAY 2025
MAY 2025
4 0 4 8
3/16" = 1'- 0"
N
Time: Last Saved by: 5/12/2025 10:31:45 AM
Autodesk Docs://Joint Utilities Laboratory/HWZ000LB.rvt G. NITHIYAN
3/16" = 1'-0"
HVAC FLOOR PLAN - PHASE 1
HVAC KEYNOTES:
3/16" = 1'-0"
HVAC ROOF PLAN - PHASE 1
16"x16" SUPPLY AIR DUCT UP THROUGH ROOF TO ROOF MOUNTED HVAC UNIT PACU-1. 16"x16" RETURN AIR DUCT UP THROUGH ROOF TO ROOF MOUNTED HVAC UNIT PACU-1. 16"x16" OPEN-ENDED RETURN AIR DUCT ABOVE CEILING.
18"x12" TRANSFER AIR WALL OPENING ABOVE CEILING.

PROVIDE AND INSTALL DUCT SMOKE DETECTOR. PACU-1 SHALL SHUT DOWN WHEN DUCT SMOKE DETECTOR IS ACTIVATED. COORDINATE WITH ELECTRICAL.
6" EXHAUST AIR DUCT THROUGH WALL. CONNECT TO HOODED WALL CAP PROVIDED BY EXHAUST FAN MANUFACTURER. 1 2
3 4
5 6
5/14/2025 76 124 6/11/2025 6/11/2025 78 126

MEDIA PREP
111

MICROBIOLOGY
112

CHEMISTRY LAB
113
OFFICE 1
123
OFFICE 2
120

CONFERENCE
ROOM
119

CUBICLES
126
OFFICE 3
125
OFFICE

SUPPLIES/ MAIL/
COPY
124

LACTATION
ROOM
127

ELECTRICAL
129
UNISEX

RESTROOM
122

VESTIBULE
121

INSTRUMENT LAB
118
SAMPLE

RETENTION
117
SAMPLE

RECEIVING AND

INDUSTRIAL

WASTE STATION
116

BREAKROOM
101

JANITOR
103

KITCHEN
102
MEN'S TOIL.
105

SERVER ROOM
107

WOMEN'S
LOCKER
108

MEN'S LOCKER
106
ELECT. EQUIP.
109
MECH. EQUIP.
114
STORAGE 1
115
STORAGE 2
128

CORRIDOR
104

CLASS ROOM
100
VAV-13
VAV-14
VAV-9
VAV-10
VAV-8
VAV-11
VAV-12
T
CAP 16"x16" SA DUCT FOR
PHASE 2-B DUCTWORK

CONNECTION
CAP 18"x18" EXHAUST DUCT
FOR PHASE 2-B DUCTWORK

CONNECTION
T
TO
VAV-10
SAD-1
375 CFM
EAD-2
500 CFM
2 T
TO VAV-8
6"ø
T
TO VAV-9 6"ø
T
TO VAV-11
3 8"ø
T
TO VAV-12
T
TO VAV-13
10"ø
SAD-1
350 CFM
EAD-2
350 CFM
10"ø
200 CFM
12"x10" 12"x6"
12"x12"
34"x16"
12"x12"
12"x12"
24"x12"
20"x12"
16"x12" 12"x8"
12"x12"
12"x12"
8"x8"
18"x12" 12"x12"
200 CFM 200 CFM
225 CFM
T
TO VAV-14

AIR CURTAIN

HVAC UNIT (ABOVE DOOR)

TO REMAIN AS IS
215 CFM 215 CFM 215 CFM
16"x16" UP THROUGH ROOF
TO EF-2 (ON ROOF)
16"x16"
4 4
18"x18"
10"ø
10"ø
16"x16"
10"ø
20"x18"
10"ø
10"ø
6"ø
6"ø
14"x12"
28"x18"
6"ø
(TYP OF 2)
(TYP OF 2)
EAD-2
450 CFM
12"x12"
12"ø
12"x18"
18"x18"
1 10"ø
10"ø
8"ø 8"ø
EAV-4
EAV-5
EAV-6
8"ø
12"ø
7 CANOPY HOOD
350 CFM
EAV-1
8 EAV-2
EAV-3
12"x12"
12"ø
EAV-7
8"ø
8"ø EAV-8
8"ø
5 5
6"ø
4"ø
14"x14"
12"ø
14"x14"
6"x6"
EAD-3
100 CFM
6 4"ø
VAV-15
10"ø
12"ø
12"ø

EXISTING ROOM

EXHAUST TO

REMAIN AS IS
18"x18"
8 400 CFM
350 CFM
100 CFM
300 CFM
300 CFM
9 TO VAV-16
100 CFM
11 100
CFM
100
CFM
10 VAV-16
400 CFM
350 CFM
12"x12"
10"ø
500
24"x12"
100 CFM
SD
13 SAD-1
375 CFM
10"ø
28"x18"
12 DUCT SUPPORT
(TYP)

CONCRETE PAD
(BY STRUCTURAL)

FLEXIBLE

CONNECTION

OA INTAKE
PACU-2
10' - 0"
14' - 0"
A
SD-2
SAD-1
385 CFM
EAD-2
385 CFM
SAD-1
375 CFM
SAD-1
300 CFM
EAD-2
300 CFM
T TO
VAV-15
14 6" SAN BY CIVIL
(SEE CIVIL DWG C-1).
4" SAN
SAD-1
350 CFM
SAD-1
220 CFM
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
HVAC MODIFICATIONS FLOOR PLAN - PHASE 2-A
M-4
S. IBRAHIM
MAY 2025
S. GOPIKUMAR
G. NITHIYAN
S. IBRAHIM
MAY 2025
MAY 2025
MAY 2025
Time: Last Saved by: 5/12/2025 10:31:50 AM
Autodesk Docs://Joint Utilities Laboratory/HWZ000LB.rvt G. NITHIYAN
3/16" = 1'-0"
HVAC FLOOR PLAN - PHASE 2-A
N
HVAC KEYNOTES - PHASE 2-A:
28"x18" SA DUCT UP THROUGH EXISTING ROOF OPENING TO NEW HVAC UNIT PACU-2. 18"x18" EXHAUST DUCT UP THROUGH EXISTING ROOF TO NEW ROOF MOUNTED EXHAUST FAN EF-3.

CONNECT NEW SA DUCT FROM VAV-14 TO EXISTING DUCTWORK.

CONNECT EXISTING EXHAUST DUCTWORK TO NEW 16"x16" EXHAUST DUCT FROM NEW EXHAUST FAN EF-2. 4" DIA POINT OF USE EXHAUST DUCT DOWN THROUGH CEILING TO SERVE LAB TABLE. BALANCE TO 100 CFM.

PROVIDE WITH MANUAL SHUTOFF VALVE.
4" DIA POINT OF USE EXHAUST DUCT DOWN THROUGH CEILING TO SERVE GCMS. BALANCE TO 100 CFM.

PROVIDE WITH MANUAL SHUTOFF VALVE.
12" DIA EXHAUST DUCT DOWN THROUGH CEILING AND CONNECT TO CANOPY HOOD. BALANCE CANOPY HOOD EXHAUST TO 350 CFM.
12" DIA EXHAUST DUCT FROM EXHAUST AIR VALVE DOWN THROUGH CEILING AND CONNECT TO FUME HOOD EXHAUST DUCT CONNECTION.

ADJUST AND BALANCE EXISTING TOILET EXHAUST ON ROOF TO 300 CFM.

CONNECT NEW 24"X12" SUPPLY AIR DUCT TO EXISTING 24"X12" SUPPLY AIR DUCTWORK.

CONNECT EXISTING 34"X16" SUPPLY AIR DUCT TO VAV-14.
28"X18" SUPPLY AIR DUCT FROM PACU-2 UP ALONG EXTERIOR WALL TO BUILDING ROOF. FOR CONTINUATION SEE HVAC DRAWING M-5.

PROVIDE AND INSTALL DUCT SMOKE DETECTOR. PACU-2 SHALL SHUT DOWN WHEN DUCT SMOKE DETECTOR IS ACTIVATED. COORDINATE WITH ELECTRICAL.

CONNECT 4" FLOOR DRAIN (STAINLESS STEEL) TO 6" SANITARY DRAIN. ROUTE CONDENSATE DRAIN PIPE FROM PACU-2 TO FLOOR DRAIN. PROVIDE 2" MIN AIR GAP BETWEEN CONDENSATE DRAIN PIPE DISCHARGE AND TOP OF FLOOR DRAIN. COORDINATE WITH CIVIL TRADES.
1 2
3 4
HVAC NOTES - PHASE 2-A:

1. ALL DUCTWORK, HVAC EQUIPMENT AND AIR DEVICES (DIFFUSERS AND GRILLES) SHOWN WITH DASHED LINE TYPE ARE EXISTING.

2. ADJUST AND BALANCE ALL EXISTING SUPPLY AND EXHAUST DIFFUSERS TO NEW CFM VALUES SHOWN ON THIS DRAWING.

3. ALL NEW EXHAUST DUCTWORK SERVING THE LAB AREAS SHALL BE STAINLESS STEEL.

4. COORDINATE FINAL LOCATION OF POINT OF USE EXHAUST DUCT CONNECTIONS SHOWN ON THIS DRAWING (KEY NOTES NO 5 AND 6) WITH THE LOCATION OF EXHAUST SNORKLE AND LAB EQUIPMENT.

5. ALL EXPOSED DUCTWORK SHOWN ON THIS DRAWING SHALL BE DOUBLE WALL INSULATED TYPE. 5 6
7 12
11 10
9 8
13 4 0 4 8
3/16" = 1'- 0"
14 5/14/2025 77 124 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 79 126
1 1
1 2
ACU-4 3
1 1
EF-2
8 4
8 7

ADJUST AND BALANCE
EXISTING FAN TO 300 CFM
6 28"X18" (BOD AT 36" ABOVE ROOF SURFACE)
5 DUCT SUPPORT (TYPICAL)
28"x18"
EF-3
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
HVAC MODIFICATIONS ROOF PLAN - PHASE 2-A
M-5
S. IBRAHIM
MAY 2025
S. GOPIKUMAR
G. NITHIYAN
S. IBRAHIM
MAY 2025
MAY 2025
MAY 2025
Time: Last Saved by: 5/12/2025 10:31:51 AM
Autodesk Docs://Joint Utilities Laboratory/HWZ000LB.rvt G. NITHIYAN
3/16" = 1'-0"
HVAC ROOF PLAN - PHASE 2-A
HVAC KEYNOTES - PHASE 2-A:

EXISTING HVAC EQUIPMENT TO REMAIN AS IS.

EXISTING HVAC UNIT NO 2 TO REMAIN AS IS (WILL BE REMOVED IN PHASE 2-B).

EXISTING HVAC UNIT NO 4 TO REMAIN AS IS (WILL BE REMOVED IN PHASE 2-B).

EXTEND LAB EXHAUST VERTICAL DUCT UP WITH TOP OF DUCT OPENING AT 12'-0" MIN FROM ROOF FINISHED SURFACE.
28"X18" SUPPLY AIR DUCT FROM PACU-2 ALONG EXTRIOR WALL. FOR CONTINUATION SEE HVAC DRAWING M-4.

EXISTING SCREEN WALL PANEL TO BE REMOVED TO ALLOW FOR INSTALLATION OF NEW DUCT.

COORDINATE WITH ARCH AND STRUCTURAL TRADES.
28"X18" SUPPLY AIR DUCT FROM PACU-2 DOWN THROUGH METAL PANEL COVERING EXISTING ROOF CURB OPENING. FOR CONTINUATION SEE HVAC DRAWING M-4. SEAL ALL AROUND DUCT PENETRATION THROUGH PANEL AIR TIGHT.

EXISTING ROOF CURB CAPPED AND SEALED WITH NEW DOUBLE WALL INSULATED METAL PANEL. SEE HVAC DEMOLITION DRAWINGS.
1 2
3 4
HVAC NOTES - PHASE 2-A:

1. ALL NEW EXHAUST DUCTWORK SERVING THE LAB AREAS SHALL BE STAINLESS STEEL.

2. ALL EXPOSED DUCTWORK SHOWN ON THIS DRAWING SHALL BE DOUBLE WALL INSULATED TYPE.

N
5 6
7 8
4 0 4 8
3/16" = 1'- 0"
5/14/2025 78 124 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 80 126

MEDIA PREP
111

MICROBIOLOGY
112
MECH. EQUIP.
114
STORAGE 1
115
OFFICE 1
123
OFFICE 2
120

CONFERENCE
ROOM
119

CUBICLES
126
OFFICE 3
125
OFFICE

SUPPLIES/ MAIL/
COPY
124

LACTATION
ROOM
127

ELECTRICAL
129
UNISEX

RESTROOM
122

VESTIBULE
121

INSTRUMENT LAB
118
SAMPLE

RETENTION
117
SAMPLE

RECEIVING AND

INDUSTRIAL

WASTE STATION
116

CLASS ROOM
100

BREAKROOM
101

CORRIDOR
104

JANITOR
103

KITCHEN
102
MEN'S TOIL.
105

SERVER ROOM
107

WOMEN'S
LOCKER
108

MEN'S LOCKER
106
ELECT. EQUIP.
109
VAV-17

FUME HOOD

FUME HOOD
16"x16"
EAV-9
EAV-10

CONNECT TO DUCTWORK
FROM PHASE 2-A

CONNECT TO DUCTWORK
FROM PHASE 2-A
TO VAV-18
10"ø
12"ø
10"ø
10"ø 10"ø

MECHANICAL ROOM
18"x18"
EAV-11
12"x12"
10"x10"
14"x14"
10"ø
10"ø
10"ø
14"x14"
VAV-18
1 10"ø
1 12"ø
12"ø
T
TO VAV-17
18"x18"
2 2
4"ø
4"ø
T
EAD-2
500 CFM
SAD-1
375 CFM
SAD-1
375 CFM
SAD-1
375 CFM SAD-1
375 CFM
EAD-2
500 CFM
100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
HVAC MODIFICATIONS FLOOR PLAN - PHASE 2-B
M-6
S. IBRAHIM
MAY 2025
S. GOPIKUMAR
G. NITHIYAN
S. IBRAHIM
MAY 2025
MAY 2025
MAY 2025
Time: Last Saved by: 5/12/2025 10:31:55 AM
Autodesk Docs://Joint Utilities Laboratory/HWZ000LB.rvt G. NITHIYAN
3/16" = 1'-0"
HVAC FLOOR PLAN - PHASE 2-B
N
HVAC KEYNOTES - PHASE 2-B:
12" DIA EXHAUST DUCT FROM EXHAUST AIR VALVE DOWN THROUGH CEILING AND CONNECT TO FUME HOOD EXHAUST DUCT CONNECTION.
4" DIA POINT OF USE EXHAUST DUCT DOWN THROUGH CEILING TO SERVE LAB TABLE, BALANCE TO 100 CFM. PROVIDE WITH MANUAL SHUTOFF VALVE.
1 HVAC NOTES - PHASE 2-B:

1. ALL NEW EXHAUST DUCTWORK SERVING THE LAB AREAS SHALL BE STAINLESS STEEL.

2. COORDINATE FINAL LOCATION OF POINT OF USE EXHAUST DUCT CONNECTIONS SHOWN ON THIS DRAWING (KEY NOTE NO 2) WITH THE LOCATION OF EXHAUST SNORKLE AND LAB EQUIPMENT. 2 4 0 4 8
3/16" = 1'- 0"
5/14/2025 79 124 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 81 126
1 1
1 EF-2
EF-3
2 3
2 (FROM PHASE 2-A)
2 2
28"x18"
1 100% SUBMITTAL

JOINT UTILITIES LABORATORY BUILDING

RENOVATION AND EXPANSION PROJECT
PROJECT No. 521028

BENCHMARK
CITY OF REDLANDS BENCH BRASS DISK IN TOP OF CURB @
SE CORNER OF CHRYSOLITE AVE. AND SAN BERNARDINO AVE.

EAST END OF RETURN, R-13 BM
ELEVATION = 1197.40'

CITY OF REDLANDS
Revisions
Sheet of
Description
Municipal Utilities and Engineering Department
Letter Initial
Date:

Date:

Checked by:

Drawn by:

Date:

Design by:

Date Initial
Gerard J. Nepomuceno, Civil Engineer, R.C.E. 93200 DATE REVIEWED BY:

APPROVED BY:

Goutam K. Dobey, City Engineer, RCE 75646
Sheets
Scale Horiz.

Vert. AS SHOWN

AS SHOWN
DATE
WW-00007
600 Wilshire Blvd
Los Angeles, CA 90017
Tel: (213) 457-2200
HVAC MODIFICATIONS ROOF PLAN - PHASE 2-B
M-7
S. IBRAHIM
MAY 2025
S. GOPIKUMAR
G. NITHIYAN
S. IBRAHIM
MAY 2025
MAY 2025
MAY 2025
Time: Last Saved by: 5/12/2025 10:31:56 AM
Autodesk Docs://Joint Utilities Laboratory/HWZ000LB.rvt G. NITHIYAN
3/16" = 1'-0"
HVAC ROOF PLAN - PHASE 2-B
N
HVAC KEYNOTES - PHASE 2-B:

EXISTING HVAC EQUIPMENT REMAINING AS IS.

EXISTING ROOF CURB CAPPED AND SEALED WITH NEW DOUBLE WALL INSULATED METAL PANEL. SEE HVAC DEMOLITION DRAWINGS.

CAP EXISTING ROUND DUCT ROOF OPENING.
1 HVAC NOTES - PHASE 2-B:

1. ALL NEW EXHAUST DUCTWORK SERVING THE LAB AREAS SHALL BE STAINLESS STEEL. 2 3
4 0 4 8
3/16" = 1'- 0"
5/14/2025 80 124 6/11/2025 6/11/2025
NOT IN SCOPE- PHASE 2
A ADDENDUM 1 08/15 VN RC 82 126

OPEN OFFICE ELECTRICAL OFFICE

SUPPLIES/MAIL/COPY
OFFICE 3
VAV-5VAV-7VAV-6VAV-3VAV-1
T T T T T T VAV-2T
VAV-4
PACU-1
VFD
1 OFFICE 1 OFFICE 2 CONFERENCE ROOM
HVAC KEYNOTES:

INDOOR SPACE TEMPERATURE SENSOR WITH SUMMER SET POINT OF 75 °F (±2°F) AND WINTER SET POINT OF 70 °F (±2°F) TO CONTROL THE OPERATION OF ASSOCIATED VAV TERMINAL.
1 LEGEND:

SPACE TEMPERATURE SENSOR/THERMOSTAT.

DUCT STATIC PRESSURE SENSOR.

DUCT TEMPERATURE SENSOR.

SD DUCT SMOKE DETECTOR.

SP
TS
T
NEW BUILDING HVAC SYSTEM CONTROL SEQUENCE OF OPERATIONS:

GENERAL NOTES:

1. PROVIDED WITH A DEDICATED DIRECT DIGITAL CONTROLLER (DDC) TO MONITOR AND CONTROL THE OPERATIONS OF THE NEW HVAC

SYSTEM SERVING THE NEW BUILDING ADDITION ACCORDING TO THE CONTROL SEQUENCE OF OPERATIONS SHOWN ON THIS DRAWING.

2. ALL FIELD CONTROL WIRING AND CONDUITS BETWEEN HVAC EQUIPMENT, SENSORS, ACTUATORS, VAV TERMINALS, DUCT SMOKE DETECTORS AND THE DDC CONTROLLER ARE PROVIDED AND INSTALLED BY THE HVAC CONTROLS CONTRACTOR.

3. HVAC UNIT PACU-1 SHALL BE INTERLOCKED TO SHUT DOWN WHEN DUCT SMOKE DETECTOR (INSTALLED IN PACU-1 SUPPLY AIR DUCTWORK) IS ACTIVATED.

1. OUTSIDE AIR, RETURN AIR AND RELIEF AIR DAMPERS.

2. FILTERS (MERV 8 AND MERV 13).

3. DX COOLING/HEATING COIL (HEAT PUMP).

4. SUPPLY FAN WITH VARIABLE FREQUENCY DRIVE (VFD).

HVAC UNIT PACU-1 CONFIGURATION:

NEW BUIILDING HVAC SYSTEM CONTROL SEQUENCE OF OPERATION:

1. PACKAGED AIR CONDITIONING UNIT PACU-1 SHALL RUN UNDER MANUFACTURER PROVIDED TEMPERATURE CONTROLLER TO MAINTAIN SUPPLY AIR DUCTS DISCHARGE AIR TEMPERATURE AT 55 DEG F (ADJUSTABLE).

2. SUPPLY AIR VOLUME CONTROL: PACU-1 SUPPLY FAN VFD WILL CONTROL SUPPLY FAN SPEED TO MAINTAIN SUPPLY AIR DUCT STATIC PRESSURE SETPOINT AS MEASURED BY AN IN-DUCT STATIC PRESSURE SENSOR LOCATED DOWNSTREAM OF THE SUPPLY FAN.

3. VAV TERMINAL CONTROL: SPACE TEMPERATURE SENSOR SHALL MODULATE VAV TERMINAL VOLUME CONTROL DAMPER TO MAINTAIN SPACE TEMPERATURE SETPOINT OF 75 DEG F (ADJUSTABLE) DURING COOLING AND 70 DEG F (ADJUSTABLE) DURING HEATING. IF

DAMPER IS AT MINIMUM POSITION AND SPACE TEMPERATURE IS BELOW SETPOINT, ELECTRIC HEATING COIL STAGES SHALL ACTIVATE TO MAINTAIN SPACE TEMPERATURE SETPOINT. PROOF OF AIRFLOW VIA DISCHARGE AIRFLOW SWITCH SHALL BE ESTABLISHED BEFORE THE ELECRIC HEATING COIL IS ACTIVATED.

4. UNISEX ROOM EXHAUST FAN EF-1 CONTROL: EXHAUST FAN EF-1 SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS AS SCHEDULED BY THE DDC CONTROLLER.
(TYP)
TS
SP
SD
FS

Redlands City CouncilOctober 21, 2025

Redlands City Council
October 21, 2025