Agenda packet — Roseville City Council, February 1, 2023 (part 4 of 6)

 The actual subsurface conditions encountered during construction;  The shoring type, design, and installation method; and  Surcharge pressures from traffic, equipment, stockpiles, etc.

If thick layers of cohesionless materials (i.e., sands and gravels) are encountered then those materials could flow or ravel, if in a wet or saturated condition, or ravel or run when dry (Federal Highways Administration, 2014). Flowing soils act like a viscous fluid and can enter a trench from the sidewalls and can flow for relatively long distances. Raveling soils have chunks or flakes of material falling or toppling from trench sidewalls into the trench. Running soils are unstable at angles greater than their angle of repose and will run like pea gravel, granulated sugar or dune sand from a trench side wall into the trench until the slope flattens to that angle of repose.

Hydraulic speed shores and trench box shoring in flowing, running, or raveling ground conditions should not be allowed. Furthermore, soils subject to running, flowing, or raveling will have insufficient strength and stand-up time to safely hold full-depth vertical excavations long enough for complete trench box or speed-shore installations. Vertical excavations in such soils will most likely experience excavation wall loss and related undermining of adjacent pavements, utilities, structures, and improvements. Therefore, as a precautionary measure, shoring with trench boxes in flowing, running, or raveling soils will require very careful interior excavation through the trench box so that there are no unsupported vertical excavation faces as the trench box is incrementally lowered into place. Additionally, pre-advancing/driving steel backer plates in soil around the exterior perimeter of the trench box and ahead of excavations within the trench box may be necessary to maintain stable sidewalls and protect adjacent pavement, utilities, and structures. Shoring with speed shores in running or fast raveling ground will require solid sheet backing to provide full face support.

In localized cases near critical structures or utilities, special shoring or ground improvement (such as grout stabilization) prior to excavation may be needed to reduce consequential damage. The Contractor should be required to provide any special shoring designs for engineering review. Areas requiring special shoring design should receive preconstruction condition surveys and video/photo documentation of conditions.

Shoring systems that do not provide positive support of excavation walls may allow surface settlement and related damage to existing roadways, utilities, structures, and improvements. A Geotechnical Report
Roseville Sewer Improvement Project
City of Roseville, California
December 7, 2022

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summary of the potential surface settlement of passively-shored excavations is provided in the following table.

POTENTIAL SURFACE SETTLEMENT OF PASSIVELY-SHORED

EXCAVATIONS
Soil Type Surface Settlement
(% of Excavation Depth)
Lateral Zone of Disturbance
(Multiples of Excavation Depth)
Sand 0.5%H 1 H
Soft to medium stiff clay 1%-2%H 3-4H
Stiff clay <1%H 2H
1 – where H equals the height of the excavation sidewall.

Suprenant and Basham (1993)

4.5.4.4 Considerations Regarding Adjacent & Crossed Utility Trenches The presence of existing nearby utility trenches can cause potential construction issues when trenching close to those adjacent utilities. Backfill of utility trenches is often performed using select sand, rock, or other materials that, when exposed, can flow or topple and can lead to unsupported utility exposure unless anticipated prior to construction.

For the proposed project, there are numerous locations where existing buried utilities extend parallel or subparallel, or perpendicular to the proposed pipeline segments. Segments, such as near the intersection of Eureka Road or East Roseville Parkway, are impacted by numerous buried utilities that are located proximal to the proposed pipeline trench alignment. If parallel or subparallel utilities are located close to the new pipeline trench excavation, then there is a potential that the proposed pipeline trench, during excavation, could impinge upon the adjacent trench backfill and expose/undermine the adjacent buried utility. Plate 9 – Adjacent Utility Trenches, provides methods for estimating whether impingement into existing, adjacent utility trenches might occur, based upon the diameter and depth of the existing utility.

If the pipeline trenches are found to be within a distance where impingement might occur, then shoring, as discussed in Section 4.5.4.3 might be required. It is the Contractor’s responsibility for developing the means, methods, and procedures to employ during construction to eliminate the risks associated with impingement into adjacent existing buried utilities.

In addition, trench backfill materials for existing buried utilities that cross the proposed pipeline alignment can transmit water and possibly contaminants within the trench zone and/or pipe zone materials. Discharge of those waters and possibly contaminants into the trench excavations for the segments of pipelines can occur, causing wet conditions and possible contamination issues. The Contractor should anticipate this potential risk and either evaluate this potential prior to excavation or have a plan in place to deal with this potential issue should it occur during construction.

4.5.5 Pipe Zone & Trench Zone Materials
The use of appropriate pipe zone and trench zone backfill materials is critical for the long-term Geotechnical Report
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performance of a buried pipeline. Pipe zone and trench zone backfill materials are discussed below and based upon the Plate 10 - Trench Nomenclature, which graphically illustrates the locations of pipe zone and trench zone backfill areas. Pipe zone and trench zone backfill materials and details presented, herein, are based upon the City’s Construction Detail Sheet SS-1 (City of Roseville, 2022).

4.5.5.1 Pipe Zone Backfill
The pipe zone, as discussed herein, is that cross-sectional area that extends from the bottom of the trench to at least 6 inches over the crown of the pipeline and from trench wall to trench wall, as shown on Plate 10. Pipe zone backfill materials should conform to specified materials and dimensions presented on the City’s Construction Detail Sheet SS-1.

4.5.5.2 Trench Zone Backfill
Trench zone backfill (i.e., material placed between the top of pipe zone backfill and to the ground surface or bottom of structural pavement sections) should conform to specifications made by the City on Sheets SS-1, and TB-1 through TB-5.

4.5.5.3 Controlled Low Strength Backfill
An alternative to the use of pipe zone and trench zone backfill materials noted above is the use of controlled low strength material (CLSM) as pipe and/or trench zone backfill. CLSM consists of a fluid, workable mixture of aggregate, cement, and water that is of limited strength as to allow future excavation and maintenance of buried improvements yet is also capable of supporting the proposed pipeline and backfill. If CLSM is used in the pipe zone or trench zone, we recommend that those materials conform and be placed according to specifications presented in Sections 19-3.03F and 19-

3.03I of the Caltrans Standard Specifications (most current edition). Care should be taken during placement of CLSM materials to prevent the pipeline from floating.

4.5.6 Placement & Compaction
Pipe zone and trench zone backfill should be placed and compacted in accordance with City Construction Details SS-1 and TB-1 through TB-9. Those specifications require mechanical compaction as the means of compaction. Jetting should not be allowed as a means of compaction.

Special care should be given to ensuring that adequate compaction is made beneath the haunches of the pipeline (that area from the pipe springline to the pipe invert, as shown on Plate 10) and that no voids remain in this space. For all testable materials, the minimum relative compaction of 95 percent relative to standard test method ASTM D1557 is required.

Compaction tests of pipe zone backfill should be performed at horizontal intervals of no more than 200 feet and vertical intervals of no more than 18 inches. Within the pipe zone, compaction tests should be performed near springline and near the top of the pipe zone backfill. Assessment of the potential presence of voids within the haunch area should be performed following completion of those compaction tests. If voids are observed, then the Contractor should be required to rework the pipe zone materials to eliminate the presence of voids in the pipeline haunches. Retesting of the pipe zone materials should then be performed. All areas of failing compaction tests should be Geotechnical Report
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December 7, 2022

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reworked and retested until the specified relative compaction is achieved. Compaction of trench zone backfill should be performed at horizontal intervals of no more than 200 feet and vertical intervals of no more than 18 inches.

Placement of CLSM materials should be performed in accordance with specifications presented in Caltrans Standard Specification 19-3.03F and 19-3.03I. If CLSM is used, then compaction tests are not required; however, a minimum of four hours should be allowed between placement of CLSM and placement of engineered fill materials above the CLSM, as noted in Caltrans Standard Specification 19-3.03F.

4.5.7 Trench Subgrade Stabilization
If yielding subgrade is observed, it is recommended that the bottom of trenches be stabilized prior to placement of the pipeline bedding so that, in the judgment of the geotechnical engineer, the trench subgrade is firm and unyielding. The Contractor should have the sole responsibility for design and implementation of trench subgrade stabilization techniques. Some methods that we have observed to stabilize trench subgrades include the following:

 Use of ¾–inch to 1½-inch floatrock worked into the trench bottom and covered with a geotextile fabric such as Mirafi 500X;
 Placement of a geotextile fabric, such as Mirafi 500X, on the trench bottom and covered with at least one foot of compacted processed miscellaneous base (PMB) conforming to the requirements of Section 200-2.5 of the Greenbook, latest edition;  Overexcavation of trench subgrade and placement of two-sack sand-cement slurry; and  In extreme conditions, injection grouting along the trench alignment.

If floatrock is used, typically sand with a Sand Equivalent (SE) of 50 or more should be used to fill the voids in the rock prior to placement of pipe bedding materials.

4.5.8 Permanent Subsurface Pipeline Structures
For this project, subsurface structures likely consist of manholes that will be 8 to 18 feet deep.

4.5.8.1 Structures
Foundations for manhole structures bearing on undisturbed soil should be designed using an allowable bearing pressure of 1,500 psf, which can be increased by one-third where needed to resist transient loading on the structures.

Total settlement of manhole structures should be less than 0.5 inches and should occur relatively rapidly upon load application. The maximum recompression settlement should be 0.25 inches or less.

The bearing pressure and settlement recommendations are based upon the manholes resting on an undisturbed subgrade that is free of loose soils and debris. If the subgrade is found to be soft, loose, Geotechnical Report
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disturbed by construction, yielding, or unstable, we recommend that the subgrade be overexcavated to such a depth that a firm and unyielding subgrade can be established by installing a minimum of 12 inches of clean, durable, natural, 1.5-inch crushed (i.e., angular) drain rock wrapped with geotextile fabric. See the table below for recommended foundation material gradations. The geotextile fabric is used to separate the open-graded drain rock from the surrounding finer grained native soils and pipe bedding material and should be overlapped a minimum of 12 inches. Foundation material is recommended for any excavations where the trench or excavation bottom is unstable, yielding, disturbed by construction activity, or where overexcavation occurs.

FOUNDATION MATERIAL
Sieve Size Percent Passing
2 inch 100

1.5 inch 90-100
¾-inch 5-30
3/8-inch 5-20
No. 200 0-4

The geotextile fabric should be a nonwoven material consisting of polyester, nylon, and polypropylene filaments formed into a stable network. The fabric shall be permeable, not act as a wicking agent, be inert to commonly encountered chemicals, be rot proof, and be resistant to ultraviolet light. The geotextile fabric shall also conform to the physical properties in the following table:

GEOTEXTILE FABRIC
Property Test Value ASTM Test
Method
Weight 5.4 oz/yd2 (min.) D5261
Grab tensile strength 150 lb (min.) D4632
Elongation at break 50% (max.) D4632
Puncture strength 80 lb (min.) D6241
Burst strength 300 psi (min.) D3786
Apparent opening size #70 (max.) D4751
Permittivity 1.0 sec-1 (min.) D4491
UV resistance 70% (min.) D4355

4.5.8.2 Backfill
The contractor should be made solely responsible for protecting manhole structures from damage during placement/compaction of backfill materials. Backfill material around manhole structures should consist of Class II AB aggregate base or CLSM. Class II AB should be placed in maximum 8- inch-thick loose lifts and compacted to a minimum of 95% relative compaction (ASTM D1557).

4.5.9 Lateral Earth Pressures
Lateral earth pressures provided in the following table are for permanent subsurface pipeline Geotechnical Report
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structures (vaults or manholes) based on the type and condition of the soil and bedrock mapped in the project area and encountered in project test borings. Manhole structures that are not free to deflect should be designed to resist at-rest earth pressures as well as the additional loading from a seismic event.

LATERAL EARTH PRESSURES
Condition Equivalent Fluid Pressure (pcf)
At-Rest 40
Passive 275
For structures to a maximum of 15 feet in depth. These pressures do not include (1) lateral surcharge loads from vehicles, fills or structures where an imaginary 1.5H:1V plane projected downward from an existing or planned structure projects above or intersects the side of the structure; (2) hydrostatic pressures; and (3) dynamic pressures from seismic shaking.

For passive pressures, neglect the upper two feet of soil and apply a factor of safety of 2.

In addition to passive lateral earth pressure, a maximum coefficient of sliding friction of 0.35 between concrete structures and compacted native soil, and 0.40 between concrete and Class II AB or CLSM can be used in calculations for lateral force resistance.

5 PAVEMENT REPLACEMENT

Pavement disturbed during trenching and pipeline installation should be replaced in accordance with details noted on the City’s Construction Detail Sheet TB-1 (City of Roseville, 2022).

6 REVIEW OF PLANS AND SPECIFICATIONS

We recommend BAJADA conduct a general review of preliminary and final plans and specifications to evaluate whether recommendations containe d herein have been properly interpreted and implemented during design. If BAJADA is not retained to perform this recommended review, we will assume no responsibility for misinterpretation of our recommendations.

7 LIMITATIONS
This report has been prepared in substantial accordance with the generally accepted engineering geologic and geotechnical engineering practices, as they exist in the site area at the time our services were rendered. No other warranty, either express or implied, is made.

Conclusions contained in this report were based on the conditions encountered during our field investigation and are applicable only to those project features described herein (see Section 1.1 – Project Understanding). Soil and rock deposits can vary in type, strength, and other geotechnical properties between points of observation and exploration. Additionally, groundwater and soil moisture conditions can also vary seasonally and for other reasons. Therefore, we do not and cannot have a complete knowledge of the subsurface conditions underlying the project site.

Geotechnical Report
Roseville Sewer Improvement Project
City of Roseville, California
December 7, 2022

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The conclusions and recommendations presented in this report are based upon the findings at the points of exploration, and interpolation and extrapolation of information between and beyond the points of observation and are subject to confirmation based on the conditions revealed by construction. If conditions encountered during construction differ from those described in this report, or if the scope or nature of the proposed construction changes, we should be notified immediately to review and, if deemed necessary, conduct additional studies.

The scope of services provided by BAJADA for this project did not include the investigation and/or evaluation of toxic substances, or soil or groundwater contamination of any type. If such conditions are encountered during site development, additional studies may be required. Further, services provided by BAJADA for this project did not include the evaluation of the presence of critical environmental habitats or culturally sensitive areas.

This report may be used only by our client and their agents and only for the purposes stated herein, within a reasonable time from its issuance. Land use, site conditions, and other factors may change over time that may require additional studies. In the event significant time elapses between the issuance date of this report and construction, BAJADA shall be notified of such occurrence to review current conditions. Depending on that review, BAJADA may require that additional studies be conducted and that an updated or revised report is issued.

Any party other than our client who wishes to use all or any portion of this report shall notify BAJADA of such intended use. Based on the intended use as well as other site-related factors, BAJADA may require that additional studies be conducted and that an updated or revised report be issued. Failure to comply with any of the requirements outlined above by the client or any other party shall release BAJADA from any liability arising from the unauthorized use of this report.

Geotechnical Report
Roseville Sewer Improvement Project
City of Roseville, California
December 7, 2022

2101.0129 RosevilleSewerImprovements_12-7-2022_Final 29 | Page

8 REFERENCES

American Concrete Pipe Association (2011), Concrete Pipe Design Manual, 561 p.

American Society of Civil Engineers (1982), Gravity Sanitary Sewer Line Design and Construction.

_____ (2017), Minimum Design Loads and Associated Criteria for Buildings and Other Structures, ASCE/SEI 7-16, 889 p.

Atalah, A., Sterling, R., Hadala, P., Aki, F., Lei, Y., and Du, X. (1998), The Effects of Pipe Bursting on Nearby Utilities, Pavement, and Structures, A Report by Trenchless Technology Center, Louisiana Tech University at Ruston, LA.

Bastani, S.A. (2005), Modelling Pipe Bursting-Induced Deformation Propagation, 11 th International
Conference of IACMAG, 6 p.

Bateman, P.C., and Wahrhaftig, C., (1966), Geology of the Sierra Nevada, in Bailey, E.H., Editor, Geology of Northern California, California Division of Mines and Geology Bulletin 190, p. 107-183.

Bennett, D., Ariaratnam, S., and Wallin, K. (2011), Pipe Bursting Good Practices Guidelines, Manual – 2011 (2
nd Edition), North American Society for Trenchless Technology (NASTT), USA.

California Building Standards Commission (2022), 2019 California Building Code Standards, accessed at:
http://www.bsc.ca.gov/.

California Department of Water Resources (2022), Water Data Library, accessed at:
http://www.water.ca.gov/waterdatalibrary/.

California Geological Survey (2022), California Fault Activity Map, accessed at:
http://maps.conservation.ca.gov/cgs/fam/.

Day, R. (1999), Geotechnical and Foundation Engineering, Design and Construction, McGraw – Hill, New York, NY 10121-2298.

Envirostor (2022), Department of Toxic Substance Control, Envirostor Database accessed at https://www.envirostor.dtsc.ca.gov/public/.

Espana Geotechnical Consulting (1999), Geotechnical Report for the Roseville Southeast Sewer and Pump Stations, Placer County, California, dated May, 26 p.

Geotechnical Report
Roseville Sewer Improvement Project
City of Roseville, California
December 7, 2022

2101.0129 RosevilleSewerImprovements_12-7-2022_Final 30 | Page

GeoDOG (2022), Caltrans Digital Archive of Geotechnical Data, accessed at: https://geodog.dot.ca.gov/.

Geotracker (2022), State Water Resources Control Board, Geotracker Database accessed at http://geotracker.waterboards.ca.gov/.

Gutierrez, C.I. (2011), Preliminary Geologic Map of the Sacramento 30’x60’ Quadrangle, California, California Geological Survey Preliminary Geologic Maps, Scale 1:100,000.

Hackel, O. (1966), Summary of the Geology of the Great Valley, in Bailey, E.H., ed., Geology of North California: California Division of Mines and Geology Bulletin 190, p. 217-238.

Hartley, J.D., and Duncan, J.M. (1987), E’ and Its Variation with Depth, Journal of Transportation Engineering, ASCE, Vol. 113, No. 5, September, pp. 538-553.

Hinds, N.E. (1952), Evolution of the California Landscape, California Division of Mines and Geology Bulletin 158, pp. 145-152.

Howard, A. (1996), Pipeline Installation, Relativity Publishing, Lakewood, Colorado 80228.

Jennings, C.W. (1994), Fault Activity Map of California and Adjacent Area, with Locations and Ages of Recent Volcanic Eruptions, California Division of Mines and Geology, Geologic Data Map No. 6, Scale 1:750,000.

Jeyapalan, J.K., and Watkins, R. (2004), Modulus of Soil Reaction (E’) Values for Pipeline Design, American Society of Civil Engineers Journal of Transportation Engineering, January/February 130(1): 43-48.

Leach, G., and Reed, K. (1989), Observation and assessment of the Disturbance Caused by Displacement Methods of Trenchless Construction, Proceedings No-Dig International 89, London, UK, pp. S2.4.1 – S2.4.12.

Marston, A. (1930), The Theory of Loads on Closed Circuits in Light of the Latest Experiments, Iowa Engineering Experiment Station Bulletin No. 153.

Moser, A.P., and Folkman, S (2008), Buried Pipe Design, McGraw Hill Professional.

NACE (1984), Corrosion Basics – An Introduction, National Association of Corrosion Engineers (NACE), Houston, TX.

Nkemitag, M., and Moore, I.D. (2006), Rational Guidelines for Expected Ground Disturbance During Static Pipe Bursting Through Sand, North American Society of Trenchless Geotechnical Report
Roseville Sewer Improvement Project
City of Roseville, California
December 7, 2022

2101.0129 RosevilleSewerImprovements_12-7-2022_Final 31 | Page

Technology No-Dig 2006, Nashville, TN, pp. E-2-01-01 to E-2-01-09.

Roseville (2022), Design & Construction Standards, accessed on-line at:
https://roseville.ca.us/government/departments/development_services/engineering_land_development/construction_management_insp ection/design_construction_standards.

Schwickert, R.A., and Snyder, W.S. (1981), Paleozoic Tectonics of the Sierra Nevada and Adjacent Regions, in Ernst, W.G., editor, The Geotectonic Evolution of California (Rubey Volume I):

Prentice Hall, Englewood Cliffs, New Jersey, p. 87-131.

Siskind, D.E., Stagg, M.S., Kopp, J.W., and Dowdin g, C.H. (1980), Structure Response and Damage Produced by Ground Vibration From Surface Mi ne Blasting, U.S. Department of Interior, Bureau of Mines.

Spangler, M.G., and Handy, R.L. (1982), Loads on Underground Conduit, Soil Engineering, Harper and Rowe, 4th edition, pp. 727-761.

Swee, J., and Milligan G. (1990), Pipe Bursting Model Tests, Proceedings of No-Dig International ’90, Osaka, Japan, pp. H3.1 – H3.8.

Suprenant, B.A. and Basham, K.D. (1993), Excavation Safety: Understanding and Complying with OSHA Standards.

Wagner, D.L., Jennings, C.W., Bedrossian, T.L., and Bortugno, E.J. (1981), Geologic Map of the Sacramento Quadrangle, California, California Division of Mines and Geology Regional Geologic Map 1A, Scale 1:250,000.

Water Works Engineers, LLC (2022), City of Roseville Sewer Pump Station No. 26 Improvements, Roseville, California, Dated January, Plan and Profile Sheets C-04 through C-09.

U.S. Geological Survey (2022), Earthquake Fault Map, accessed on-line at:
https://earthquake.usgs.gov/hazards/qfaults/map/#qfaults.

Base map from Mapquest and Bing Maps. Scale undetermined.

Project
Alignment
Project
Location
1 Plate No.

SITE LOCATION MAP
Project no.
2101.0129Geosciences, Inc.BAJADA
Sewer Improvement Project
Water Works Engineers
City of Roseville, California
Drill Hole Location
DH-5
DH-2.1
DH-2 DH-2.1
Basemap from WWE (2022)
Asphaltic Concrete
Aggregate Base
Clayey Sand
Clayey Gravel
Two drill holes were advanced at each
station location. One drill hole was
situated directly over the existing pipeline
to sample the existing trench backfill
soils. The second drill hole was located
a few feet adjacent to the first to sample
soils composing the existing pipeline
trench sidewall..

2.1 Plate No.

ALIGNMENT MAP
Project no.
2101.0129Geosciences, Inc.BAJADA
Sewer Improvement Project
Water Works Engineers
City of Roseville, California
Drill Hole Location
DH-5
DH-3
DH-3.1
Basemap from WWE (2022)
DH-3.1
Asphaltic Concrete
Aggregate Base
Clayey Sand
Silty Clay
Two drill holes were advanced at each
station location. One drill hole was
situated directly over the existing pipeline
to sample the existing trench backfill
soils. The second drill hole was located
a few feet adjacent to the first to sample
soils composing the existing pipeline
trench sidewall..

2.2 Plate No.

ALIGNMENT MAP
Project no.
2101.0129Geosciences, Inc.BAJADA
Sewer Improvement Project
Water Works Engineers
City of Roseville, California
DH-4
Drill Hole Location
DH-5
DH-4.1
Basemap from WWE (2022)
DH-4.1
DH-5.1
DH-5.1
DH-5
Asphaltic Concrete
Aggregate Base
Clayey Sand
Silty Clay
Two drill holes were advanced at each
station location. One drill hole was
situated directly over the existing pipeline
to sample the existing trench backfill
soils. The second drill hole was located
a few feet adjacent to the first to sample
soils composing the existing pipeline
trench sidewall.

2.3 Plate No.

ALIGNMENT MAP
Project no.
2101.0129Geosciences, Inc.BAJADA
Sewer Improvement Project
Water Works Engineers
City of Roseville, California
Base map from Wagner et al. (1981). Scale undetermined.

Turlock Lake Formation
Modesto Formation
Ione Formation
Chico Formation
Diorite
Project
Alignment
Qtl
3 Plate No.

REGIONAL GEOLOGIC MAP
Project no.
2101.0129Geosciences, Inc.BAJADA
Sewer Improvement Project
Water Works Engineers
City of Roseville, California
Map from USGS Interactive Fault Map
Historic Displacement
(last 200 years)
Holocene Displacement
(last 11,700 years)
Late Quaternary Displacement
(last 700,000 years)
Quaternary Fault
(last 1.6 million years)
InactivePotentially Active
Active
Project
Area
Foothill Fault System
Greenville Fault System
4 Plate No.

REGIONAL GEOLOGIC MAP
Project no.
2101.0129Geosciences, Inc.BAJADA
Sewer Improvement Project
Water Works Engineers
City of Roseville, California

5.1 Plate No.

MAXIMUM GROUND HEAVE 8 TO 10 UPSIZE
Project no.
2101.0129
Sewer Improvement Project
Water Works Engineers
City of Roseville, California

Sidewall
Only
Backfill
Only
Sidewall
Only
Backfill
Only
17 2 . 5 45.4 37.9 1.6 1.9
27 2 . 5 71.1 58.6 1.0 1.2
37 2.5 96.9 79.4 0.7 0.9
47 2.5 122.6 100.2 0.6 0.7
57 2.5 148.3 121.0 0.5 0.6
67 2.5 174.1 141.8 0.4 0.5
77 2.5 199.8 162.6 0.4 0.4
87 2.5 225.5 183.4 0.3 0.4
97 2.5 251.3 204.1 0.3 0.4
10 72.5 277.0 224.9 0.3 0.3
11 72.5 302.7 245.7 0.2 0.3
12 72.5 328.5 266.5 0.2 0.3
13 72.5 354.2 287.3 0.2 0.3
14 72.5 379.9 308.1 0.2 0.2
15 72.5 405.7 328.8 0.2 0.2
16 NA NA NA NA NA
17 NA NA NA NA NA
18 NA NA NA NA NA
19 NA NA NA NA NA
20 NA NA NA NA NA
Displacement
Volume
(in^3/in)Depth (ft)
W (in) hDISP (in)
8 12.5
30 40
192
INPUT VALUES
Existing Pipe Inner Diameter (d , in):

Outer Diameter of Bursting Head (dBH, in):

Soil Friction Angle, Sidewall (Ø, degrees):

Maximum Depth of Cover (hC, in):

Soil Friction Angle, Backfill (Ø, degrees):

Geosciences, Inc.BAJADA
From Bennett, Ariaratnam, & Wallin (2011)
VDISP=(PI/4)(dBH
2 dID
2)
W=dBH/2+(hC+dBH/2)tan(45+Ø/2)
hDISP=VDISP/W

FORMULAS
0 0.5
1 1.5
2 2.5
0 2 4 6 8 10 12 14 16
Maximum Surface Heave (in)
Depth of Cover (feet)
Maximum Ground Heave ( hDISP)
Range of Estimated Heave
Upsizing from 8 to 10 Pipe

5.2 Plate No.

MAXIMUM GROUND HEAVE 10 TO 12 UPSIZE
Project no.
2101.0129
Sewer Improvement Project
Water Works Engineers
City of Roseville, California

Sidewal
l Only
Backfill
Only
Sidewal
l Only
Backfill
Only
19 8 . 2 49.3 41.3 2.0 2.4
29 8 . 2 75.1 62.1 1.3 1.6
39 8 . 2 100.8 82.8 1.0 1.2
49 8 . 2 126.5 103.6 0.8 0.9
59 8.2 152.3 124.4 0.6 0.8
69 8.2 178.0 145.2 0.6 0.7
79 8.2 203.7 166.0 0.5 0.6
89 8.2 229.5 186.8 0.4 0.5
99 8.2 255.2 207.6 0.4 0.5
10 98.2 280.9 228.3 0.3 0.4
11 98.2 306.7 249.1 0.3 0.4
12 98.2 332.4 269.9 0.3 0.4
13 98.2 358.1 290.7 0.3 0.3
14 98.2 383.9 311.5 0.3 0.3
15 98.2 409.6 332.3 0.2 0.3
16 NA NA NA NA NA
17 NA NA NA NA NA
18 NA NA NA NA NA
19 NA NA NA NA NA
20 NA NA NA NA NA
Displacemen
t Volume
(in^3/
in)Depth (ft)
W (in) hDISP (in)
10 15
30 40
192
INPUT VALUES
Existing Pipe Inner Diameter (d , in):

Outer Diameter of Bursting Head (dBH, in):

Soil Friction Angle, Sidewall (Ø, degrees):

Maximum Depth of Cover (hC, in):

Soil Friction Angle, Backfill (Ø, degrees):
0 0.5
1 1.5
2 2.5
0 2 4 6 8 10 12 14 16
Maximum Surface Heave (in)
Depth of Cover (feet)
Maximum Ground Heave ( hDISP)
Range of Estimated Heave
Upsizing from 10 to 12 Pipe
Geosciences, Inc.BAJADA
From Bennett, Ariaratnam, & Wallin (2011)
VDISP=(PI/4)(dBH
2 dID
2)
W=dBH/2+(hC+dBH/2)tan(45+Ø/2)
hDISP=VDISP/W

FORMULAS
Curve from ASCE (1982)
6 Plate No.

MARTSONS LOAD COEFFICIENTS
Project no.
2101.0129Geosciences, Inc.BAJADA
Sewer Improvement Project
Water Works Engineers
City of Roseville, California
16 14
12 10
8 6
4 2
0 0 250 500 750 1,000 1,250 1,500 1,750 2,000
H
E
IG
H
T O
F C
O
V
E
R
(feet)
VERTICAL SOIL PRESSURE (LB/FT )2
Apply vertical soil pressure to diameter of pipeline (horizontal projection to calculate vertical load
H20 +50% Impact Loading: Simulates a highway load of a 20-ton truck with a 50% impact factor to account for the dynamic effects of traffic Derived from Moser & Feldman (2008)
H20 + 50% Impact Loading
7 Plate No.

VERTICAL SOIL PRESSURES INDUCED

BY LIVE LOADS
Project no.
2101.0129
Sewer Improvement Project
Water Works Engineers
City of Roseville, California

Geosciences, Inc.BAJADA
HH

0.25H

0.5H

0.25H
H=35H H=30H

CLAY PRESSURE DIAGRAM SAND PRESSURE DIAGRAM
H (psf)
H (psf)
Preliminary shoring pressure diagrams are for
excavations in unsaturated soils only.

These preliminary shoring pressure diagrams do not
take into account hydrostatic pressures nor surcharge
pressures. The effects of these conditions must be
added to these pressure diagrams where applicable.

Excavation base stability should be analyzed after base width has been selected.

Final design shoring pressure diagrams will need to be
developed by the Contractor based on selection of a
shoring system and the actual soil, groundwater, and
surcharge conditions encountered during construction.
8 Plate No.

PRELIMINARY SHORING PRESSURE

DIAGRAMS
Project no.
2101.0129
Sewer Improvement Project
Water Works Engineers
City of Roseville, California

Geosciences, Inc.BAJADA
9 Plate No.

ADJACENT UTILITY TRENCHES
Project no.
2101.0129Geosciences, Inc.BAJADA

WHERE SEWER SEGMENT IS SHALLOWER OR

AT SAME DEPTH AS ADJACENT BURIED UTILITY

WHERE SEWER SEGMENT IS DEEPER THAN

ADJACENT BURIED UTILITY
Center of pipe
Edge of Trench
Td
CL
If D is less than or equal to 54 : Td = (D/2)+24
If D is greater than 54 : Td = (D/2)+36
D
Where D = existing pipeline diameter in inches.

Td = minimum distance, in inches, for sewer rehabilitation trench sidewall where impingement into adjacent trench is unlikely.

Existing Buried Utility
Sewer Rehabilitation Pipe
Center of pipe
Edge of Trench
Td
CL
If D is less than or equal to 54 : Td = (D/2)+24+(H/2) If D is greater than 54 : Td = (D/2)+36+(H/2)
D
Where D = existing pipeline diameter in inches.

H = vertical distance, in inches, between bottom of existing utility pipeline and bottom of sewer rehabilitation trench.

Td = minimum distance, in inches, for sewer rehabilitation trench sidewall where impingement into adjacent trench is unlikely.

Existing Buried Utility
Sewer Rehabilitation Pipe
H
Not to scale
Sewer Improvement Project
Water Works Engineers
City of Roseville, California
Varies
Finish Grade
Sloping Trench Condition Shored Trench Condition
Pavement Section
(if needed)
Trench Backfill
Material
Pipe Zone
Material
Bedding
Trench Subgrade
Not to Scale
6 to 12 min
6 min
Pipeline
Springline
Invert
Crown
Haunch
6 min
9 Max
10 Plate No.

TRENCH NOMENCLATURE
Project no.
2101.0129
Sewer Improvement Project
Water Works Engineers
City of Roseville, California

Geosciences, Inc.BAJADA

APPENDIX A
Subsurface Exploration

Geotechnical Report
Roseville Sewer Improvement Project
City of Roseville, California
December 7, 2022

Appendix A- Subsurface Exploration A‐1 | Page

APPENDIX A

SUBSURFACE EXPLORATION

The subsurface exploration program for this study consisted of the advancement of eight exploratory drill holes at selected locations, as shown on Plates 2.1 through 2.3 of the report.

Prior to exploration, BAJADA obtained a drilling permit and encroachment permit from the City of Roseville.

Drill holes were advanced on February 1 and 2, 2022 using a CME-75 drill rig provided by GeoEx Subsurface Exploration of Dixon, California. The drill holes were advanced using a

8.25-inch diameter hollow-stem auger methods. Work was performed at night in conformance with the encroachment permit conditions. Traffic Control was provided by Bay Area Traffic Solutions.

Samples of soils were collected from selected depth increments in the drill holes using California modified split-spoon and/or Standard Penetration Test (SPT) samplers. Samplers were driven by a 140-pound hammer situated on the drill rig, in accordance with standard test method ASTM D
1586-11. Bulk samples were also obtained at selected depth intervals.

Sample types and depths are presented on Plates A-1.1 and A-1.8. All samples were returned to Bajada’s office for later assignment of laboratory testing.

The exploration logs describe the earth materials encountered in each drill hole. The logs also show the location, exploration number, date of exploration, and the names of the logger and equipment used. A BAJADA geologist, using ASTM 2488 for visual soil classification, logged the explorations and samples. The boundaries between soil types shown on the logs are approximate because the transition between different soil layers may be gradual and may change with time. The drill holes were backfilled with cement grout. Soils generated by drilling operations were spoiled on site.

The drill hole logs are presented as Plates A-1.1 and A-1.8. A legend to the drill hole logs is presented as Plate A-2.1.

PROJECT:

PROJECT NO.:

LOCATION:

END DATE
EXPL. VENDOR:

EXPL. METHOD:

LOGGED BY:

CHECKED BY:

HAMMER TYPE:

ELEVATION:
2101.0129 DEPTH TO WATER:

DEPTH OF HOLE:

BACKFILLED WITH:START DATE:

LOG OF EXPLORATION: DH - 2
Roseville Pipe Bursting Project
Station 18+14
02/01/2022
02/02/2022
Geo-Ex Subsurface Ex.

4.25'' SSA
Bryan Puleri
J. Bianchin
140-lb Auto Trip Hammer
242 feet
Not Encountered

3.5 feet
Grout
Moisture Content (%)
Dry Unit Weight (pcf)
Depth to Water
% Passing No. 200
Liquid Limit CommentsMATERIAL DESCRIPTION
USCS
Blow Count (blows/ft)
Sample No.

PROJECT NO.:

LOCATION:

END DATE
EXPL. VENDOR:

EXPL. METHOD:

LOGGED BY:

CHECKED BY:

HAMMER TYPE:

ELEVATION:
2101.0129 DEPTH TO WATER:

DEPTH OF HOLE:

BACKFILLED WITH:START DATE:

LOG OF EXPLORATION: DH - 2.1
Roseville Pipe Bursting Project
Station 18+14
02/01/2022
02/02/2022
Geo-Ex Subsurface Ex.

4.25'' SSA
Bryan Puleri
J. Bianchin
140-lb Auto Trip Hammer
242 feet
Not Encountered

10.5 feet
Grout
Moisture Content (%)
Dry Unit Weight (pcf)
Depth to Water
% Passing No. 200
Liquid Limit CommentsMATERIAL DESCRIPTION
USCS
Blow Count (blows/ft)
Sample No.

Elevation
Material Symbol
Sample Type
Depth
Plastic Index
The log and data presented are a simplifaction of actual conditions encountered at the given location a nd time of exploration. Subsurface conditions may differ at other locations and with the passage of time. A - 1.2PLATE NO.:
2 108.8 12.6 30 GS
3 110.7 12.9
1 109.3 12.2
4 109.8 12.2
5 106.7 13.2
240
235
0 5
10 (52)
(67)
(50-5")
(50-5")
(71)
GC
SC
: Asphalt (6")
: Aggregate Base (6")
: TURLOCK LAKE FORMATION (Qtl)
Clayey GRAVEL with sand, light brown to dark brown,
moist, slightly plastic, with fine to medium grained
subangular to angular gravels.
: Clayey SAND with minor silt, light brown to tannish
brown, moist, very dense, moderately cemented, fine to
medium grained, with trace fine to medium subangular to subrounded gravels and iron staining.
: Lacking gravels.
: Moderately cemented.
: Bottom of drill hole at a depth of 10.5 feet
Top of 10 Pipeline
at Depth of ~5.6
Soil Chem @ 6
PROJECT:

PROJECT NO.:

LOCATION:

END DATE
EXPL. VENDOR:

EXPL. METHOD:

LOGGED BY:

CHECKED BY:

HAMMER TYPE:

ELEVATION:
2101.0129 DEPTH TO WATER:

DEPTH OF HOLE:

BACKFILLED WITH:START DATE:

LOG OF EXPLORATION: DH - 3
Roseville Pipe Bursting Project
Station 21+69
02/01/2022
02/02/2022
Geo-Ex Subsurface Ex.

4.25'' SSA
Bryan Puleri
J. Bianchin
140-lb Auto Trip Hammer
241 feet
Not Determined

4.5 feet
Grout
Moisture Content (%)
Dry Unit Weight (pcf)
Depth to Water
% Passing No. 200
Liquid Limit CommentsMATERIAL DESCRIPTION
USCS
Blow Count (blows/ft)
Sample No.

Top of 10 Pipeline
at Depth of ~7.5
PROJECT:

PROJECT NO.:

LOCATION:

END DATE
EXPL. VENDOR:

EXPL. METHOD:

LOGGED BY:

CHECKED BY:

HAMMER TYPE:

ELEVATION:
2101.0129 DEPTH TO WATER:

DEPTH OF HOLE:

BACKFILLED WITH:START DATE:

LOG OF EXPLORATION: DH - 3.1
Roseville Pipe Bursting Project
Station 21+69
02/01/2022
02/02/2022
Geo-Ex Subsurface Ex.

4.25'' SSA
Bryan Puleri
J. Bianchin
140-lb Auto Trip Hammer
241 feet
Not Encountered

11.5 feet
Grout
Moisture Content (%)
Dry Unit Weight (pcf)
Depth to Water
% Passing No. 200
Liquid Limit CommentsMATERIAL DESCRIPTION
USCS
Blow Count (blows/ft)
Sample No.

Elevation
Material Symbol
Sample Type
Depth
Plastic Index
The log and data presented are a simplifaction of actual conditions encountered at the given location a nd time of exploration. Subsurface conditions may differ at other locations and with the passage of time. A - 1.4PLATE NO.:
1 97.6 26.3 DS
3 22.6 78
2 98.4 23.9
4 19.2
5 107.1 19.2
240
235
230
0 5
10 (52)
(50-6")
36 80
(50-4")
GC
SC
CL
SC
: Asphalt (6")
: Aggregate Base (6")
: TURLOCK LAKE FORMATION (Qtl)
Clayey SAND with minor silt, light brown to tannish
brown, moist, weakly cemented, fine to medium grained
with with trace fine to medium subangular to subrounded gravels and iron staining.
: At 4 feet: light tan to tannish white, dry to moist, dense. : Silty CLAY, light tan to tan, moist, hard, slightly plastic. : Clayey SAND with minor silt, light brown to tannish
brown, moist, very dense, weakly cemented, fine to
medium grained with with trace fine to medium
subangular to subrounded gravels and iron staining.
: At 8 feet: cemented.
: Bottom of drill hole at a depth of 11.5 feet.

Top of 10 Pipeline
at Depth of ~7.5
GS @ 7.5
PROJECT:

PROJECT NO.:

LOCATION:

END DATE
EXPL. VENDOR:

EXPL. METHOD:

LOGGED BY:

CHECKED BY:

HAMMER TYPE:

ELEVATION:
2101.0129 DEPTH TO WATER:

DEPTH OF HOLE:

BACKFILLED WITH:START DATE:

LOG OF EXPLORATION: DH - 4
Roseville Pipe Bursting Project
Station 28+35
02/01/2022
02/02/2022
Geo-Ex Subsurface Ex.

4.25'' SSA
Bryan Puleri
J. Bianchin
140-lb Auto Trip Hammer
244 feet
Not Encountered

11.0 feet
Grout
Moisture Content (%)
Dry Unit Weight (pcf)
Depth to Water
% Passing No. 200
Liquid Limit CommentsMATERIAL DESCRIPTION
USCS
Blow Count (blows/ft)
Sample No.

Top of 10 Pipeline
at Depth of ~13.7
PROJECT:

PROJECT NO.:

LOCATION:

END DATE
EXPL. VENDOR:

EXPL. METHOD:

LOGGED BY:

CHECKED BY:

HAMMER TYPE:

ELEVATION:
2101.0129 DEPTH TO WATER:

DEPTH OF HOLE:

BACKFILLED WITH:START DATE:

LOG OF EXPLORATION: DH - 4.1
Roseville Pipe Bursting Project
Station 28+35
02/01/2022
02/02/2022
Geo-Ex Subsurface Ex.

4.25'' SSA
Bryan Puleri
J. Bianchin
140-lb Auto Trip Hammer
244 feet
Not Encountered

16.5 feet
Grout
Moisture Content (%)
Dry Unit Weight (pcf)
Depth to Water
% Passing No. 200
Liquid Limit CommentsMATERIAL DESCRIPTION
USCS
Blow Count (blows/ft)
Sample No.

Elevation
Material Symbol
Sample Type
Depth
Plastic Index
The log and data presented are a simplifaction of actual conditions encountered at the given location a nd time of exploration. Subsurface conditions may differ at other locations and with the passage of time. A - 1.6PLATE NO.:
3 12.9 25 GS
4 12.7
1 105.7 19.8
2 107.4 9.2
5 240
235
230
0 5
10 15
(50-5")
(50-5")
57 50-5"
71 GC
SC
: Asphalt (6")
: Aggregate Base (6")
: TURLOCK LAKE FORMATION (Qtl)
Clayey SAND with minor silt, light brown to tannish
brown, moist, fine to medium grained with trace fine to medium subangular to subrounded gravels and iron
staining.
: At 5 feet: tan to tannish white, dry to moist, moderately cemented, very dense, lacking gravels.
: At 10.5 feet: tannish orange to tannish brown.
: At 15 feet: cemented.
: Bottom of drill hole at a depth of 16.5 feet.

Top of 10 Pipeline
at Depth of ~13.7
Soil Chem @ 13.5
PROJECT:

PROJECT NO.:

LOCATION:

END DATE
EXPL. VENDOR:

EXPL. METHOD:

LOGGED BY:

CHECKED BY:

HAMMER TYPE:

ELEVATION:
2101.0129 DEPTH TO WATER:

DEPTH OF HOLE:

BACKFILLED WITH:START DATE:

LOG OF EXPLORATION: DH - 5
Roseville Pipe Bursting Project
Station 32+85
02/01/2022
02/02/2022
Geo-Ex Subsurface Ex.

4.25'' SSA
Bryan Puleri
J. Bianchin
140-lb Auto Trip Hammer
244 feet
Not Encountered

11.5 feet
Grout
Moisture Content (%)
Dry Unit Weight (pcf)
Depth to Water
% Passing No. 200
Liquid Limit CommentsMATERIAL DESCRIPTION
USCS
Blow Count (blows/ft)
Sample No.

Elevation
Material Symbol
Sample Type
Depth
Plastic Index
The log and data presented are a simplifaction of actual conditions encountered at the given location a nd time of exploration. Subsurface conditions may differ at other locations and with the passage of time. A - 1.7PLATE NO.:
22 GS
1 107.6 13.8
2 103.1 14.0
B2
240
235
0 5
10 (16)
(7)
GC
SC
: Asphalt (6")
: Aggregate Base (6")
: ARTIFICIAL FILL (af)
Clayey SAND with minor silt, light brown to tannish
brown, moist, fine to medium grained with trace fine to medium subangular to subrounded gravels.
: At 5 feet: tan to tannish white, dry to moist, loose to medium dense, lacking gravels.
: At 10 feet: tannish orange to tannish brown, loose.
: Bottom of drill hole at a depth of 11.5 feet.

Top of 10 Pipeline
at Depth of ~15.2
PROJECT:

PROJECT NO.:

LOCATION:

END DATE
EXPL. VENDOR:

EXPL. METHOD:

LOGGED BY:

CHECKED BY:

HAMMER TYPE:

ELEVATION:
2101.0129 DEPTH TO WATER:

DEPTH OF HOLE:

BACKFILLED WITH:START DATE:

LOG OF EXPLORATION: DH - 5.1
Roseville Pipe Bursting Project
Station 32+85
02/01/2022
02/02/2022
Geo-Ex Subsurface Ex.

4.25'' SSA
Bryan Puleri
J. Bianchin
140-lb Auto Trip Hammer
244 feet
Not Encountered

19.5 feet
Grout
Moisture Content (%)
Dry Unit Weight (pcf)
Depth to Water
% Passing No. 200
Liquid Limit CommentsMATERIAL DESCRIPTION
USCS
Blow Count (blows/ft)
Sample No.

Elevation
Material Symbol
Sample Type
Depth
Plastic Index
The log and data presented are a simplifaction of actual conditions encountered at the given location a nd time of exploration. Subsurface conditions may differ at other locations and with the passage of time. A - 1.8PLATE NO.:
2 118.8 12.8 DS
4 12.6 29 GS
1 106.2 14.1
230 3 108.4 18.9
5 12.7
6 10.2
240
235
225
0 5
10 15
20 (50-5")
(57)
(50-6")
45 50-5"
50-6"
GC
SC
: Asphalt (6")
: Aggregate Base (6")
: TURLOCK LAKE FORMATION (Qtl)
Clayey SAND with minor silt, light brown to tannish
brown, moist, weakly cemented, fine to medium grained,
with trace fine to medium subangular to subrounded
gravels and iron staining.
: At 5 feet: tan to tannish white, dry to moist, moderately cemented, very dense, lacking gravels.
: At 11.5 feet: tannish orange to tannish brown, dense. : At 13 feet: very dense, abundant iron staining.
: At 14 feet: dense.
: At 16 feet: very dense, cemented.
: Bottom of drill hole at a depth of 19.5 feet.

Top of 10 Pipeline
at Depth of ~15.2
PROJECT:

PROJECT NO.:

LOCATION:

EXPL. METHOD:

START DATE:

SURFACE ELEVATION:

Depth (ft)
Notes &
0 5
10 15
20 25
30 Assigned
Laboratory
END DATE:

EXPL. VENDOR:

LOGGED BY:

CHECKED BY:

HAMMER TYPE:

TOTAL DEPTH OF HOLE:

DEPTH TO WATER:

BACKFILLED WITH:

Material Symbol
Blow Count (blows/ft)
Sample No.

Sample
Material Description
USCS Symbol
Water Table
Unit Dry Weight, pcf
Water Content, %
% Passing No. 200
Liquid Limit
Plasticity Index
LOG OF EXPLORATION:

PLATE NO.:

The log and data presented are a simplification of actual conditions encountered at the given location and time of exploration. Subsurface conditions may differ at other locations and with the passage of time. 1 2
3 (24)
50:5"

SAMPLES/BLOW COUNT SYMBOLS KEY
Bulk Soils Sample
California modified split spoon sampler (CMSS)
Brackets on blow counts indicates CMSS sample
Standard penetration test ( SPT) sample and blow count
No sample recovery

LITHOLOGIC GRAPHICS DE SCRIPTIONS FOR SOILS
MATERIALS (per ASTM D2487 & D2488)
well graded GRAVEL
poorly graded GRAVEL
silty GRAVEL
clayey GRAVEL
well graded SAND
poorly graded SAND
silty SAND
clayey SAND
low plasticity SILT
high plasticity SILT
lean CLAY
fat CLAY
organic soils or peat
organic SILTS or CLAYS with low plasticity
organic SILTS or CLAYS with high plasticity
ROCK
CMSS: 2-3/8"
ID, 3" OD,
Driven
SPT: 1-3/8" ID,
2" OD, Driven
Blow counts are
recorded as the
number of blows
required for one
foot of sampler
penetration using
a 140-lb hammer
falling 30 inches.

Typically, sampler
is driven 18" and
the initial 6"
discarded.

Initial water level
measurement
Water level after
initial
measurement
(may not
represent
stabilized water
levels)
Lab
Abbreviations
DS-direct shear;
C-consolidation;
GS-sieve; EI-
Expansion Index;
PI-Plasticity;
UC-Unconfined;
SC-soil chem.;
SE-sand equiv.;
R-R value; P-
curve; PP-pocket
penetrometer.

GW
GP
GM
GC
SW
SP
SM
SC
ML
MH
CL
CH
PT
OL
OH
RX
BGI's Project Name
BGI's Project No.

Gener
al Location
Date Started Date
Finished
A-2.1
Expl. Subcontractor
Method of Expl.

BGI's Logger
BGI's Reviewer
Type of Sample Hammer
Expl. Elevation
Total Depth of Expl.

Depth to Water
Backfill Materials
Expl. No.

BAJADA GEOSCIENCES, INC.

APPENDIX B
Laboratory Testing

Geotechnical Report
Roseville Sewer Improvement Project
City of Roseville, California
December 7, 2022

Appendix B-Laboratory Testing B‐1 | Page

APPENDIX B

LABORATORY TESTING

Laboratory Analyses
Laboratory tests were performed on selected bulk soil samples to estimate engineering characteristics of the various earth materials encountered. Testing was performed under procedures described in one of the following references:
 ASTM Standards for Soil Testing, latest revision;
 Lambe, T. William, Soil Testing for Engineers, Wiley, New York, 1951;  Laboratory Soils Testing, U.S. Army, Office of the Chief of Engineers, Engineering Manual No. 1110-2-1906, November 30, 1970.

In-Situ Moisture Density Relations
Dry density estimates and/or moisture content evaluations were performed on selected soil samples collected during this study. Tests were performed using standard test methods ASTM D2216 for moisture content or ASTM D2937 for dry unit weights. The results are presented on the respective Log of Drill holes.

Grain Size Distribution
Grain size distribution was determined for six selected soil samples in accordance with standard test method ASTM D422. The grain size distribution data are shown on the attached plates labeled Particle Size Distribution.

Direct Shear Tests
Direct shear tests were performed on two selected soil samples in accordance with standard test method ASTM D3080. Results of those tests are presented on attached plates labeled Consolidated Drained Direct Shear.

Maximum Density & Optimum Moisture Content
Maximum density and optimum moisture content were evaluated on two selected bulk soil samples in accordance with standard test method ASTM D1557. Results of those tests are presented on the attached plate labeled Compaction Test Report.

Soil Chemistry Tests for Corrosion
two selected soil samples were tested to evaluate sulfate and chloride contents, pH, and resistivity. Tests were performed in accordance with standard test methods ASTM G51 and G75, and California Test Method 417 and 422. Test results are presented on the attached plate labeled Corrosivity Test Summary.

DH-3
DH-5
DH-3
DH-5

APPENDIX C
Pump Station Geotechnical Study

TOC-4
Table of Contents
Pump Station No. 26 Improvements
City of Roseville NOVEMBER 2022
WWE Project: 21-060 100% Design Submittal

THIS PAGE INTENTIONALLY LEFT BLANK

COUNCIL COMMUNICATION
CC #:
2518
File #:
0203-07
Title:

Advanced Metering Infrastructure Project - Sole Source Contract Purchase Agreement
Contact:

Caitlin Ornelas 916-774-5178 [email protected]

Meeting Date: 2/1/2023
Item #: 7.3.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute a
sole source contract purchase agreement with Concord Environmental Energy, Inc. dba
Concord Utility Services to perform both the electric and water meter installation and exchanges for the
Advanced Metering Infrastructure (AMI) project support, development and implementation services. Staff additionally requests authorization for contract change orders that could increase the agreement amount by no more than 10%.

BACKGROUND
Advanced Metering Infrastructure (AMI) is an integrated system of meters, communications networks, and data management systems that enables two-way communication between utilities and customers. AMI provides customers greater control over their energy and water use. AMI provides the utilities with information about energy and water usage at different times of the day, which provides customers tools to manage their usage proactively. Additionally, AMI provides utilities with the means to optimize electricity and water flows on the distribution systems, improve customer service, and respond to outages, leaks and theft reports faster. Due to regulatory requirements and operational efficiencies provided by AMI technology, over 90% of California residents and businesses currently have utility-installed AMI meters in use.

In December 2017, the City of Roseville engaged Itron to facilitate the installation of the AMI meters and related infrastructure. In August 2022, Itron informed the City of Roseville that their relationship with Concord Utility Services had ended and a new 3 rd
party meter installer for the
City’s AMI project would be needed. As a result, the project would have encountered unplanned schedule and budget impacts. To mitigate these impacts, the AMI Project recommends the City enter into a sole source agreement with Concord Utility Services.

The AMI Project has worked with Concord Utility Services for several years to develop, configure, and test the required work order integration between Roseville’s Customer Information System, Roseville’s Enterprise Asset Management system and Concord’s Work Order Management system, to manage over 110,000 work orders between the systems.

Concord Utility Services is the firm best able to meet critical schedule set forth by the AMI project, which has scheduled the exchange of electric and water meters beginning March 2023 and, as such, the sole source contract purchase agreement request is based on the Critical Schedule Requirement criteria.

FISCAL IMPACT
The total cost of this agreement is $5,612,677.78 with authorization for contract change orders that could increase the agreement amount by no more than 10%, or $561,267.78, for a not-to- exceed amount of $6,173,945.56. This project is funded by the Electric and Environmental Utilities’ capital improvement project budgets in the Electric and Water Operations funds.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. This agreement meets the above criteria and is not subject to CEQA.

No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world Goal E - Deliver exceptional city services

Respectfully Submitted,
Caitlin Ornelas, Advanced Metering Infrastructure Project Manager Daniel Beans, Electric Utility Director

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-045
CPA Agreement Concord
RESOLUTION NO. 23-045

APPROVING A SOLE SOURCE CONTRACT PURCHASE AGREEMENT, BY AND

BETWEEN THE CITY OF ROSEVILLE AND CONCORD ENVIRONMENTAL ENERGY, INC. DBA CONCORD UTILITY SERVICES, AND AUTHORIZING THE CITY MANAGER

TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE

WHEREAS, a sole source contract purchase agreement (3002674) for Advanced Metering Infrastructure (AMI) project support, development and implementation services, between the City of Roseville and Concord Environmental Energy, Inc. dba Concord Utility Services, has been reviewed by the Council; and

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said sole source contract purchase agreement is approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.

BE IT FURTHER RESOLVED that the City Manager or his designee is authorized to approve change orders for the project, consistent with the contract terms, provided that the net cost of all change orders shall not exceed ten percent (10%) of the contract price.

PASSED AND ADOPTED by the Council of the City of Roseville this day of , 2023, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR

ATTEST:

City Clerk

COUNCIL COMMUNICATION
CC #:
2512
File #:
0203-01
Title:

Fleet Vehicle and Truck Purchases – Purchase Orders
Contact:

Brandy LeBeau 916-774-5531 [email protected]

Meeting Date: 2/1/2023
Item #: 7.4.

RECOMMENDATION TO COUNCIL
RFQ 10-3339
Staff recommends City Council approve a purchase order to Knight Sacramento CD Inc dba Elk Grove Dodge for two (2) Subaru Ascent SUVs utilizing RFQ 10-3339 as replacements for Fleet ID 11-203 and 15-274 approved in the FY2022-23 Fleet Replacement budget. The total cost, including options and sales tax, is $86,325.

Sourcewell
Staff recommends City Council approve a purchase order to Dobbs Heavy Duty Holdings LLC dba Western Truck Center for two (2) Autocar CNG trucks with Wittke Starlight front-end loading bodies utilizing Sourcewell contract# 060920-ATC for the Autocar chassis and Sourcewell contract# 091219-LEG for the Wittke bodies as replacements for Fleet ID 15-482 and 15-483 approved in the FY2022-23 Fleet Replacement budget. The total cost, including options and sales tax, is $1,001,797.

Sourcewell
Staff recommends City Council approve a purchase order to Dobbs Heavy Duty Holdings LLC, dba Western Truck Center, for two (2) Autocar CNG trucks with New Way Mammoth front-end loading bodies utilizing Sourcewell contract# 060920-ATC for the Autocar chassis and Sourcewell contract# 091219-NWY for the New Way bodies as replacements for Fleet ID 16-392 and 12- 455 approved in the FY2022-23 Fleet Replacement budget. The total cost, including options and sales tax, is $939,102.

BACKGROUND
RFQ 10-3339
The Police Department is purchasing two (2) Subaru Ascent SUVs as replacements for Fleet ID 11-203 and 15-274. The Department's crime suppression and special investigation units use these vehicles for locating criminals, serving search warrants, and assisting patrol with in-progress calls.

A formal bid was issued with the following vendor responses:

Vendor

Total price (with all potential options)

AutoNation Subaru Roseville

$84,473.64
Roseville, CA

Elk Grove Dodge

$86,325.25
Elk Grove, CA

Royal Media Network

$113,000.00
Windsor Mill, MD

After staff reviewed the bids, it was discovered that the low bidder did not include the vehicle specification proposal and was deemed non-responsive; the next lowest bidder is Elk Grove Dodge.

Sourcewell
The Environmental Utilities Waste Services division is purchasing two (2) Autocar CNG trucks with Wittke Starlight front-end loading bodies to replace Fleet ID 15-482 and 15-483. These trucks collect trash, organics, and recyclables up to 7 days per week. The Waste Services division was able to utilize these vehicles for up to an additional two years beyond their life expectancy but the increasing cost of repairs now necessitates their replacement.

Sourcewell
The Environmental Utilities Waste Services division is purchasing two (2) Autocar CNG trucks with New Way Mammoth front-end loading bodies to replace Fleet ID 16-392 and 12-455. These trucks collect trash, organics, and recyclables up to 7 days per week.

The Waste Services division
was able to utilize these vehicles for up to an additional two years beyond their life expectancy but the increasing cost of repairs now necessitates their replacement.

Vehicle replacements are based on the Fleet Scoring System, which considers factors such as age, mileage, reliability, prior maintenance and repair costs, and current condition. Below are the vehicle replacement scores. A score of 23 or more indicates that the vehicle is eligible for replacement.

Vehicle ID
Replacement Score
Vehicle Condition
11-203
28 Meets City replacement criteria
15-274
23 Meets City replacement criteria
15-482
33 Meets City replacement criteria
15-483
33 Meets City replacement criteria
16-392
32 Meets City replacement criteria
12-455
36 Meets City replacement criteria

FISCAL IMPACT
RFQ 10-3339
The total cost for two (2) Subaru Ascent SUVs, including options and sales tax, is $86,325.

Funding is included in the FY2022-23 Fleet Replacement budget.

Sourcewell
The total cost for two (2) Autocar CNG trucks with Wittke Starlight front-end loading bodies, including options and sales tax, is $1,001,797. Funding is included in the FY2022-23 Fleet Replacement budget.

Sourcewell
The total cost for two (2) Autocar CNG trucks with New Way Mammoth front-end loading bodies, including options and sales tax, is $939,102. Funding is included in the FY2022-23 Fleet Replacement budget.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. The purchase of vehicles meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A – Remain fiscally responsible in a changing world.

Goal E – Deliver exceptional city services.

Goal F – Invest in well-planned infrastructure and growth.

Respectfully Submitted,
Brandy LeBeau, Fleet Manager
Jason Shykowski, Public Works Director

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description

COUNCIL COMMUNICATION
CC #:
2522
File #:
0203-04
Title:

Flooring Repair and Installation Services – Contract Purchase Agreement Contact:

Darci Carpenter 916-727-5702 [email protected]

Meeting Date: 2/1/2023
Item #: 7.5.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute a contract purchase agreement (3002660) with Simas Floor & Design Co., to provide flooring repairs and installation services. Staff also requests authorization to utilize the four (4) optional one (1) year renewals without further Council approval, provided that the applicable budget is approved by the City Council each year, or until City staff determines that continuing with the same vendor is not in the City's best interest.

BACKGROUND
The Public Works Department released Request for Proposals (RFP) No. 01-062 for Flooring Services in October of 2022 to solicit proposals to provide the City with flooring repair and installation services. One qualified proposal was received. After review, staff recommends awarding a contract purchase agreement to Simas Floor & Design Co., for as-needed services as well as scheduled projects. Projects may include repairs, replacement, rehabilitation, or maintenance of existing City facilities. The intent of the City is to enter into a five (5) year agreement, with an initial one (1) year period and four (4) optional one (1) year renewals, with the selected vendor.

FISCAL IMPACT
The initial one (1) year agreement amount is $500,000. Funding for this agreement is available in the adopted FY2022-23 budget
and will be included in the proposed FY2023-24 budget
. Funds
will be encumbered one year at a time, pending Council approval of the budget each year.

Projected spending for the optional renewal years is as follows: FY2023-24 $525,000; FY2024- 25 $550,000; FY2025-26 $575,000; and FY2026-27 $600,000.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. Approval of a contract purchase agreement for flooring services meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world Goal E - Deliver exceptional city services

Respectfully Submitted,
Darci Carpenter, Administrative Technician
Jason Shykowski, Public Works Director

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-049
3002660 CPA Simas Floor & Design Co Inc
RESOLUTION NO. 23-049

APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND SIMAS FLOOR COMPANY, INC. DBA SIMAS FLOOR & DESIGN COMPANY, INC., AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON

BEHALF OF THE CITY OF ROSEVILLE

WHEREAS, a contract purchase agreement (3002660) for flooring repair and installation services, by and between the City of Roseville and Simas Floor Company, Inc. dba Simas Floor & Design Company, Inc., has been reviewed by the City Council; and

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said agreement is approved and the City Manager is authorized to execute it on behalf of the City of Roseville.

BE IT FURTHER RESOLVED that the City Manager or his designee is authorized to execute four (4) additional one (1) year renewals without further City Council approval, provided that the applicable budget is approved by the City Council each year, or until City staff determines that continuing with the same vendor is not in the City’s best interest.

PASSED AND ADOPTED by the Council of the City of Roseville this day of , 2023, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR

ATTEST:

City Clerk

COUNCIL COMMUNICATION
CC #:
2515
File #:
0707 & 0203-21
Title:

Johnson Pool House Renovation Project - Reject all Bids, Approve Plans and Specifications, and Authorize Staff to Call for Bids
Contact:

Heather Buck 916-774-5254 [email protected]

Meeting Date: 2/1/2023
Item #: 7.6.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution to reject all bids, approve the plans and specifications for the Johnson Pool House Renovation Project (re-bid), and authorize staff to call for bids.

BACKGROUND
Location and Size
Johnson Pool is located on 0.47 acres at the intersection of Vernon and D Streets in the Cherry Glen/Theiles Manor neighborhood. The David R. Johnson Memorial Pool has been in operation by the City since 1963.

Vision Plan
Over the last five years, the City has been addressing accessibility and structural repairs to the facility. In 2021, City staff developed a Vision/Master Plan for this facility to ensure that the repairs, upgrades, and programming of the facility fit the community needs, and to develop the phasing, prioritization, cost estimates and schedule for implementation. The Vision Plan enhances the City’s goal to keep residents’ safe by promoting water safety and providing swim lessons at this site. The main building recently had a mural painted on the exterior to improve aesthetics, and the Vision Plan ensures that this remains intact. Other priorities incorporated into the Vision Plan include more shade and a zero depth entry.

Previous work at Johnson Pool included exterior building repairs addressing dry rot, the roof, ADA parking and new exterior paint. This current project, which includes accessibility/code upgrades to the pool house building, is the first phase of the Vision Plan implementation.

The project was bid in the fall of 2022. One bid was received and opened on October 11, 2022.

The bid results and engineer’s estimate are as follows:

Bidder Total Lump Sum Bid

Carter Kelly, Inc. $961,900
Engineer’s Estimate $429,852

A strategy to reduce the scope of work for the first phase was identified. The revised (rebid) scope of work will include accessibility/code upgrades to the pool house restrooms and the entry vestibule only. If funding allows, the remaining work in the pool house building may be included in the second phase.

Schedule
This project is the first phase of the Vision Plan and includes ADA upgrades to the men’s and women’s restrooms and entry vestibule. Bids are scheduled to be opened in February 2023.

Staff plans to return to Council to seek approval to award the project.

Design of the second and final phase of the Vision Plan will begin this winter and include improvements to the pool, deck, equipment room, and associated site work.

FISCAL IMPACT
Initial funding ($150,000) for the first phase of the project was approved in the FY2020-21 budget. Additional grant funds ($280,000) were awarded from the Department of Housing and Urban Development’s (HUD) Community Development Block Grant (CDBG) in August 2022 for a total first phase budget of $430,000 for soft and hard costs.

Ongoing maintenance costs are funded through the Parks, Recreation & Libraries operating budget in the General Fund. There will be no additional maintenance cost as a result of this project.

ENVIRONMENTAL REVIEW
The proposed project involves the minor alteration of an existing facility, the replacement or reconstruction of existing structures and facilities, and the construction of a limited number of small facilities. These activities are categorically exempt from CEQA as Class 1 (Existing Facilities), 2 (Replacement or Reconstruction), and 3 (New Construction or Conversion of Small Structures) Categorical Exemptions (State CEQA Guidelines Section 15301, 15302, and 15303). The Exemption has been prepared and no further CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world Goal B - Support community engagement and advocacy
Goal C - Maintain a safe and healthy community
Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth

Respectfully Submitted,
Heather Buck, Park Development Project Manager
Jill Geller, Director, Parks, Recreation & Libraries

_____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 23-042
Vicinity Map
Master Plan
Plans
Project Manual
RESOLUTION NO. 23-042

REJECTING ALL BIDS FOR THE JOHNSON POOL HOUSE RENOVATION PROJECT

WHEREAS, the City of Roseville requested bids for the Johnson Pool House Renovation project; and
WHEREAS, the bid results were well in excess of the engineer’s estimate; and WHEREAS, staff will issue a new bid with updated specifications and will include accessibility/code upgrades to the pool house restrooms and the entry vestibule only; and

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that all bids received for the Johnson Pool House Renovation project are hereby rejected per staff recommendation.

PASSED AND ADOPTED by the Council of the City of Roseville this day of , 20 , by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

MAYOR

ATTEST:

City Clerk
Johnson Poolhouse Renovation Project Vicinity Map

Poolhouse Building
(Area of Work)
Johnson Pool

Vernon Street
Douglas Blvd
Riverside Ave.

EXISTING SITE PLAN
1/16" = 1'-0"

JOHNSON POOL MASTER PLAN
SCALE: 12/07/20
SCALE:

JOHNSON POOL MASTER PLAN
1/16" = 1'-0"

PROPOSED MASTER PLAN
11/15/21
PARCEL: 014-021-001-000
100 D STREET
ROSEVILLE, CA 95678
PROJECT ADDRESS:

ASSESSOR'S PARCEL NO.

OWNER:

GOVERNING AGENCY:

SCOPE OF WORK:

GOVERNING CODES:

OCCUPANCY
GROUP:

CONSTRUCTION TYPE:
014-021-001-000

CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678

CITY OF ROSEVILLE
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA FIRE CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA MECHANICAL CODE
2019 PLUMBING CODE
2019 CALIFORNIA GREEN BUILDING CODE

ACCESSIBILITY UPGRADES TO THE POOL

HOUSE AND RELATED MECHANICAL,

ELECTRICAL AND PLUMBING UPGRADES
B

VB, NON-SPRINKLERED
ALLOWABLE BLDG AREA:

ACTUAL BLDG AREA:

SITE AREA:

NUMBER OF STORIES:

MAX BUILDING HEIGHT:

PARKING:
.4465 ACRES
Parking
Required:

Parking
Provided:

Public: No Requirement
(E) Accessible Parking Spaces:

Total:
1 1
9000 SF PER TABLE 506.2
2,496 SF

ONE STORY

TWO STORIES

ARCHITECTURE

JEFF KATZ ARCHITECTURE
200 E Street
Santa Rosa, CA 95404
(707) 544-3920 / (707) 544-2514 (FAX)
Contact: Jeff Katz, AIA
[email protected]

PLUMBING

CAPITAL ENGINEERING
11020 Sun Center Drive
Rancho Cordova, CA 95670
(916) 851-3500
Contact: Anthony Colacchia
[email protected]

ELECTRICAL

ELEN CONSULTING
9150 Chesapeak Drive, Suite 220
San Diego, CA 92123
(619) 550-1085
Contact: Anton Nathanson
[email protected]
CIVIL

BKF ENGINEERS
980 9th Street
Sacramento, CA 95814
(916) 556-5800
Contact: James McCurdy
[email protected]

STRUCTURAL

ZFA STRUCTURAL ENGINEERS
1212 Fourth Street, Suite Z
Santa Rosa, CA 95404
(707) 526-0992
Contact: Luke Wilson
[email protected]

MECHANICAL

CAPITAL ENGINEERING
11020 Sun Center Drive
Rancho Cordova, CA 95670
(916) 851-3500
Contact: Anthony Colacchia
[email protected]
ADDITIVE ALTERNATES GENERALLY CONSIST OF THE FOLLOWING:

ADDITIVE ALTERNATE #1 - REMOVE TWO EXISTING OVERHEAD DOORS AT ENTRY VESTIBULE AND REPLACE WITH TWO NEW OVERHEAD DOORS.

GRID
DETAIL

BUILDING SECTION

WALL TYPE

WINDOW TYPE

DOOR NUMBER

ROOM NUMBER

DATUM POINT

CORNER GUARD

FIRE EXTINGUISHER

CONTINUOUS, UNOBSTRUCTED AND

UNDIMINISHED PATH OF TRAVEL

ROOM NAME

ROOM NUMBER

INTERIOR ELEVATION
CG
FE
123
BUNK

ECKEFR AI
REN. 09/10/21
FEAT
ST

LF CAO I
L FEJ
C018223
.

O
AINR
ATZ
T
SNEC Y
DE CAR
THI
 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

TITLE SHEET
200702
T-1
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

LEGAL DESCRIPTIONPROJECT DATA

PROJECT TEAM

VICINITY MAPLOCATION MAP

JOHNSON POOL HOUSE REMODEL
100 D STREET, ROSEVILLE, CA 95678

BID ALTERNATES

SYMBOLS
Not for Construction
For Council Approval
Re-Bid
AT LEAST ONE PORTABLE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2A10BC SHALL BE PROVIDED WITHIN 75' MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR (CFC 906, UFC STANDARD 10-1, TITLE 19, SECT. 3.29). SEE PLANS FOR LOCATIONS.

AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 4A2OBC SHALL BE PROVIDED OUTSIDE OF EACH MECHANICAL, ELECTRICAL OR BOILER ROOM. (CFC 906, UFC STANDARD 10-1, TITLE 19, SECT. 3.29). SEE PLANS FOR LOCATIONS.

ANY TIME A BUILDING IS OCCUPIED THE MEANS OF EGRESS SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THEN 1 FOOT-CANDLE AT THE FLOOR LEVEL.

EGRESS ILLUMINATION REQUIRES A SOURCE OF EMERGENCY POWER WHEN THE OCCUPANT LOAD IS 100 OR MORE.

1. 2.

3. 4.

DIMENSIONS SHOWN ON THE FLOOR PLANS, SECTIONS AND DETAILS ARE TO FACE OF

STUDS, COLUMN GRID LINES AND FACE OF CONCRETE AND BLOCK WALLS, UNLESS OTHERWISE NOTED OR SHOWN.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION.

ALL ITEMS ARE BASE BID UNLESS OTHERWISE NOTED OR SPECIFIED.

ALL DRAIN LINES WITHIN WALLS ARE TO BE WRAPPED IN SOUND INSULATION BATTS.

EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE.

CONTRACTOR SHALL PROVIDE ACCESS PANELS REQUIRED BY THE PLUMBING, AIR CONDITIONING AND OTHER INSTALLERS, AS REQUIRED BY CODE. ANY ACCESS PANEL IN A

FIRE RATED WALL OR CEILING SHALL HAVE THE SAME FIRE RATING AS THE WALL OR CEILING IN WHICH THEY OCCUR.

STRUCTURAL AND FIRE RESISTIVE INTEGRITY SHALL BE MAINTAINED AT PENETRATIONS FOR

MECHANICAL, PLUMBING, ELECTRICAL, AND COMMUNICATIONS PIPE, DUCT AND CONDUIT AS INDICATED.

PROVIDE FIRE BLOCKING AT FLOOR, CEILING AND MID HEIGHT OF WALLS OVER 10'-0".

STUCCO, PLASTER AND GYPSUM BOARD SHALL TERMINATE WITH A "J" MOLDING WHERE THE EDGE IS EXPOSED UNLESS NOTED OR SPECIFIED OTHERWISE.

A FLOOR OR LANDING NOT MORE THE 1/4" BELOW THE THRESHOLD IS REQUIRED AT EACH SIDE OF AN EXIT DOOR.

BRAND OR TRADE NAME, SUBSTITUTIONS OF "EQUALS": REQUESTS FOR SUBSTITUTIONS OF AN ITEM AS AN "EQUAL" TO ANY ITEM INDICATED OR SPECIFIED MUST BE INCLUDED AS A PART OF THE CONTRACTOR'S BID PROPOSAL, AS SPECIFIED IN THE GENERAL CONDITIONS.

WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC SCALE. DO NOT SCALE DRAWINGS.

IT SHOULD BE NOTED THAT WHILE EXISTING UTILITY DRAWINGS ARE AVAILABLE, THERE IS NO ASSURANCE THAT ALL UTILITIES ARE SHOWN. THE CONTRACTOR SHALL PROCEED WITH

CAUTION TO INSURE THAT ALL UTILITIES ENCOUNTERED, WHETHER OR NOT OF RECORD, SHALL BE PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ALSO TAKE PRECAUTIONS

NECESSARY TO PROTECT HIMSELF AND ALL EMPLOYEES FROM INJURY WHICH MAY BE CAUSED BY CONTACT WITH UTILITY SERVICES.

GYPSUM BOARD FOR FIRE RATED ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH CBC CHAPTER 7.

DOOR HARDWARE SHALL BE LEVER TYPE.

MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS.

FIRE DAMPER ASSEMBLIES, INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION.

INTERIOR FINISHES SHALL COMPLY WITH THE PROVISIONS OF CBC CHAPTER 8.

ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.

ALL REQUIRED PERMITS MUST BE OBTAINED FROM FIRE PLAN CHECK BEFORE BUILDING IS OCCUPIED.

BUILDING NUMBERS SHALL BE EASILY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.

THE CONSTRUCTION, REMODEL, OR DEMOLITION OF A BUILDING SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY OF ROSEVILLE.

THESE PLANS AND ALL WORK SHALL COMPLY WITH THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN THE STATE OF CALIFORNIA TITLE 24 CCR, AS AMENDED AND ADOPTED BY THE CITY OF ROSEVILLE.

CONTRACTOR SHALL THOROUGHLY COORDINATE ALL TRADES AS REQUIRED TO COMPLETE ALL WORK INDICATED AND NECESSARY FOR THE PROJECT.

CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES AND SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED DURING CONSTRUCTION.

EXIT SIGNS MUST BE INTERNALLY ILLUMINATED (UFC SEC. 1212.4 & CBC SEC.1006).

TWO SEPARATE POWER SUPPLIES SHALL BE PROVIDED FOR EXIT SIGNS PER(CBC SEC. 1006).

THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL

DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND

SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATION.

CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND / OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH

POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A

LICENSED LAND SURVEY OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT.

CONTRACTOR SHALL REPLACE IN KIND ANY TRAFFIC SENSORS DAMAGED DURING CONSTRUCTION.

PENETRATION OF FIRE RESISTIVE WALLS, FLOOR - CEILING ASSEMBLIES AND ROOF - CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC SECTION 712 AND 713.

NO HAZARDOUS MATERIALS WILL BE USED OR STORED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIES SHOWN ON CBC TABLE 5003.1.1.

WHEN SERVING MORE THAN 100 SPRINKLER HEADS, AUTOMATIC SPRINKLER SYSTEMS SHALL

BE SUPERVISED BY AN APPROVED CENTRAL PROGRAM OR REMOTE STATION SERVICE OR

SHALL BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION.

WORK NOT SPECIFICALLY INDICATED OR SPECIFIED BUT WHICH IS REQUIRED FOR THE

COMPLETION OF THE WORK SHALL BE PROVIDED IN THE SAME MANNER AS SIMILAR WORK WHICH IS REQUIRED OR SPECIFIED WITHOUT ADDITIONAL CHARGE.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. 18.

19. 20.

21. 22.

23. 24.

25. 26.

27. 28.

29. 30.

31. 32.

33. 34.

35. AND
ANGLE
AT

CENTERLINE

DIAMETER OR ROUND

POUND OR NUMBER

ACOUSTICAL

AREA DRAIN

ADJUSTABLE

AGGREGATE

ALUMINUM

APPROXIMATE

ARCHITECTURAL

ASPHALT
BOARD

BITUMINOUS

BUILDING
BLOCK

BLOCKING
BEAM

BOTTOM OF FRAMING
BOTTOM

CABINET

CATCH BASIN
CEMENT

CERAMIC

CAST-IRON

CONTROL JOINT

CEILING

CAULKING
CLOSET
CLEAR
COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

CORRIDOR

COUNTERSUNK

CERAMIC TILE
DOUBLE
DETAIL

DIAMETER

DIMENSION

DISPENSER
DOWN
DRAWER

DOWNSPOUT

DRY STANDPIPE

DRAWING
EAST
EACH

EXPANSION JOINT

ELEVATION

ELECTRICAL

ELEVATION

EMERGENCY

ENCLOSURE
EQUAL

EQUIPMENT

EXISTING

EXPOSED

EXPANSION

EXTERIOR

FIRE ALARM

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET
FINISH
FLOOR

FLASHING

FLUORESCENT

FACE OF BLOCK

FACE OF CONCRETE

FACE OF FINISH

FACE OF STUDS

FULL SIZE

FOOT OR FEET

FOOTING

FURRING

FINISHED FLOOR ELEVATION
GAUGE

GALVANIZED

GRAB BAR
GLASS
GRADE
GYPSUM

HOSE BIB

HOLLOW CORE

HARDWOOD

HARDWARE

HOLLOW METAL

HORIZONTAL
HEIGHT
&
L
@
I
#
ACOUS.

A.D.

ADJ.

AGGR.

ALUM.

APPROX.

ARCH.

ASPH.

BD.

BITUM.

BLDG.

BLK.

BLKG.

BM.

B.O.F.

BOT.

CAB.

C.B.

CEM.

CER.

C.I.

CJ
CLG.

CLKG.

CLO.

CLR.

COL.

CONC.

CONN.

CONSTR.

CONT.

CORR.

CTSK.

C.T.

DBL.

DET
DIA.

DIM.

DISP.

DN.

DWR.

DS.

D.S.P.

DWG.

EA.

E.J.

ELE.

ELEC.

ELEV.

EMER.

ENCL.

EQ.

EQPT.

EXST.

EXPO.

EXP.

EXT
F.A.

F.D.

FDN
F.E.

F.E.C.

F.H.C.

FIN.

FL
FLASH
FLUOR.

F.O.B.

F.O.C.

F.O.F.

F.O.S.

F.S.

FT
FTG.

FURR.

F.F.E.

GA.

GALV.

G.B.

GLASS
GR
GYP.

H.B.

H.C.

HDWD.

HDW.

H.M.

HORIZ.

INSIDE DIAMETER

INSULATION

INTERIOR

IRRIGATION
JOINT

LAMINATED

LAVATORY

MAXIMUM

MEDICINE CABINET

MECHANICAL
METAL

MANUFACTURER

MINIMUM

MISCELLANEOUS

MASONRY OPENING

MOUNTED
NORTH

NOT IN CONTRACT

NOT TO SCALE

OVERALL

ON CENTER

OUTSIDE DIAMETER

OPENING

OPPOSITE

PRE-CAST
PLATE

PLASTIC LAMINATE

PLASTER

PLYWOOD
PAIR
POINT

PAPER TOWEL DISPENSER

RECEPTACLE
RADIUS

ROOF DRAIN

REFERENCE

REFRIGERATOR

REINFORCED

REQUIRED
ROOM

ROUGH OPENING

RE-SAWN

REDWOOD

RAIN WATER LEADER
SOUTH

SOLID CORE

SEAT COVER DISPENSER

SCHEDULE

SOAP DISPENSER

SECTION

SHELF OR SHEET
SHOWER

SIMILAR

SPECIFICATION
SQUARE

STAINLESS STEEL

STATION

STANDARD
STEEL

STORAGE

STRUCTURAL

SUSPENDED

SYMMETRICAL

SHEET METAL

TOP OF CURB

TELEPHONE

TERRAZZO

TEMPERED GLASS

TONGUE AND GROOVE
THICK

TOP OF PAVEMENT

TOILET PAPER DISPENSER

TELEVISION

TYPICAL
TOP OF

TOP OF FRAMING

TOP OF MASONRY

TOP OF PLATE

TOP OF ROOF

TOP OF SHEATHING

UNLESS OTHERWISE NOTED
URINAL

VERTICAL

VESTIBULE

VERIFY IN FIELD

PLUMBING VENT THRU ROOF
WEST
WITH

WATER CLOSET
WOOD

WITHOUT

WATERPROOF

WEAKENED PLANE JOINT

WAINSCOT
WEIGHT
I.D.

INSUL.

INT.

IRRIG.

JT.

LAM.

LAV.

MAX.

M.C.

MECH.

MET.

MFR.

MIN.

MISC
M.O.

MTD.

NO.

N.I.C.

N.T.S.

O.A.

O.C.

O.D.

OPNG.

OPP.

PC.

PL.

P.LAM.

PLAS.

PLYWD
PR.

PT.

P.T.DISP.

RECP.

RAD.

R.D.

REF.

REFR.

REINF.

REQ.

RM.

R.O.

RS.

RWD.

R.W.L.

SO.

S.C.

S.C.DISP.

SCHD.

S.DISP.

SECT.

SH.

SHR.

SIM
SPEC.

SQ.

ST.STL.

STA.

STD.

STL.

STOR.

STRUC.

SUSP.

SYM.

S.M.

T.C.

TEL.

TER.

TG
T&G
THK.

T.P.

T.P.DISP.

T.V.

TYP.

T.O.

T.O.F.

T.O.M.

T.O.P.

T.O.R.

T.O.S.

U.O.N.

UR
VERT.

VEST.

V.I.F.

V.T.R.

W
W/
W.C.

WD.

W/O
WP.

WPJ
WSCT
WT.

L
o
C
POOL AREA = 4,250 SF / 15 = 284 POOL USERS
142 MALE POOL USERS / 142 FEMALE POOL USERS
DRINKING FOUNTAINS*
284 OCCUPANTS
1 > 250 OCCUPANTS
2 > 450 OCCUPANTS
3 > 650 OCCUPANTS
2 DRINKING FOUNTAINS REQUIRED, 2 DRINKING FOUNTAINS
PROVIDED. (1 SEPARATE HIGH/LOW FIXTURES, 50% PROVIDED
ACCESSIBLE PER 11B-211.3 OF 2016 CBC
SHOWERS**
284 OCC /50 = 5.7 6 SHOWERS REQUIRED, 6 PROVIDED
WOMENS TOILETS**
142 OCC /60 = 2.4 3 TOILETS REQUIRED, 3 PROVIDED
MENS TOILETS & URINALS**
142 OCC. /75 = 1.9 2 TOILETS/URINALS REQUIRED, 2

TOILETS/URINALS PROVIDED
LAVATORIES**
284 OCC. /80 = 3.6 4 LAVATORIES REQUIRED, 4 PROVIDED
* CALCULATED PER 3117B OF 2019 CBC
** CALCULATED PER 3116.2 OF 2019 CBC

RESPONSIBLE FOR

VERIFICATION
Contractor / Installer
N/A
N/A
N/A
N/A
N/A
Contractor / Installer
N/A
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N/A
N/A
N/A
Contractor / Installer
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N/A
N/A
Contractor / Installer
Contractor / Installer
Contractor / Installer
Contractor / Installer
Contractor / Installer
N/A
Contractor / Installer
Contractor / Installer
Contractor / Installer
Contractor / Installer
Contractor / Installer
Contractor / Installer
Contractor / Installer
N/A
N/A
N/A
Contractor / Installer
Contractor / Installer
Contractor / Installer
Contractor / Installer
Contractor / Installer
Contractor / Installer
Contractor / Installer
Contractor / Installer
N/A
N/A
N/A
Contractor / Installer
COMPOSITE WOOD PRODUCTS:

COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING

SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE (ATCM) FOR COMPOSITE WOOD; LIMITS SHOWN BELOW:

HARDWOOD PLYWOOD VENEER CORE: 0.05 ppm
HARDWOOD PLYWOOD COMPOSITE CORE: 0.05 ppm
PARTICLEBOARD: 0.09 ppm
MEDIUM DENSITY FIBERBOARD: 0.11 ppm
THIN MEDIUM DENSITY FIBERBOARD: 0.13 ppm

VERIFICATION OF COMPLIANCE SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY.

RESILIENT FLOORING:

FOR AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING, INSTALLED FLOORING SHALL MEET ONE OF THE FOLLOWING:

1. CERTIFIED UNDER RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE

PROGRAM

2. COMPLIANT WITH THE VOC EMISSION LIMITS AND TESTING REQUIREMENTS SPECIFIED IN THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S 2010 STANDARD METHOD FOR THE TESTING AND EVALUATION CHAMBERS, VERSION 1.1, FEBRUARY 2010

3. CERTIFIED UNDER THE UL GREENGUARD GOLD.

VERIFICATION OF COMPLIANCE SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY.

CARPET:

CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET AT LEAST ONE OF THE FOLLOWING TESTING AND PRODUCT REQUIREMENTS:

1. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM

2. COMPLIANT WITH THE VOC EMISSION LIMITS AND TESTING REQUIREMENTS SPECIFIED

IN THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD METHOD FOR THE

TESTING OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS, VERSION 1.1, FEBRUARY 2010

3. NSF/ANSI 140 AT THE GOLD LEVEL OR HIGHER

4. SCIENTIFIC CERTIFICATION SYSTEMS SUSTAINABLE CHOICE

CARPET CUSHION INSTALLED IN BUILDING SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE'S GREEN LABEL PROGRAM.

CARPET ADHESIVE VOC LIMITS IN GRAMS/LITER:

INDOOR CARPET ADHESIVE: 50
CARPET PAD ADHESIVE: 50
SEALANT AND PAINTS:

ADHESIVES, SEALANTS AND PAINTS SHALL COMPLY WITH LOCAL OR REGIONAL AIR

POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR AS FOLLOWS:

COVE BASE ADHESIVES: 50 VOC LIMIT
MULTIPURPOSE CONSTRUCTION ADHESIVES: 70 VOC LIMIT
OTHER ADHESIVES NOT LISTED: 50 VOC LIMIT
ARCHITECTURAL SEALANTS: 250 VOC LIMIT
OTHER SEALANTS: 420 VOC LIMIT
PAINTS AND COATINGS SHALL COMPLY WITH THE FOLLOWING LIMITS:

FLAT COATINGS: 50 g/l
NONFLAT COATINGS: 100 g/l
NONFLAT HIGH-GLOSS COATINGS: 150 g/l
CONCRETE CURING COMPOUNDS: 350 g/l
CONCRETE SEALERS: 100 g/l
FLOOR COATINGS: 100 g/l
PRIMERS, SEALERS: 100 g/l
PLUMBING FIXTURES:

PER CGBSC TABLE 5.303.2.3: MAXIMUM FIXTURE FLOW RATES
LAV FAUCETS: 0.5 gpm @ 60 psi
WATER CLOSETS: 1.28 g/flush
URINALS, WALL MOUNTED: 0.125 g/flush
KITCHEN FAUCETS: 1.8 gpm @ 60 psi
SHOWERHEAD, SINGLE: SHALL NOT EXCEED 1.8 gpm @ 80 psi

ALL NEWLY INSTALLED PLUMBING FIXTURES SHALL COMPLY WITH CA PLUMBING CODE & SHALL MEET APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 & CHAPTER 6 OF THE CA PLUMBING CODE.

HVAC RECONFIGURATION AND CONTROLS:

TESTING, ADJUSTING AND BALANCING: TEST ADJUST AND BALANCE SYSTEMS INSTALLED/ALTERED TO SERVE ALTERED AREAS. DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND ADJUSTING SYSTEMS.

PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND APPLICABLE STANDARDS.

PROVIDE A FINAL REPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THE TESTING/BALANCING SERVICES.

PROVIDE THE BUILDING OWNER WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF WARRANTIES FOR EACH SYSTEM.

INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUIRED BY THE ENFORCING AGENCY.

FILTERS: PROVIDE REGULARLY OCCUPIED AREAS WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDE AT LEAST MERV 8. FILTERS SHALL BE INSTALLED

AFTER ANY FLUSH OUT OR TESTING AND PRIOR TO OCCUPANCY, AND

RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL.

TEMPORARY VENTILATION: IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MERV OF 8. REPLACE ALL FILTERS PRIOR TO OCCUPANCY.

DURING CONSTRUCTION, COVER ALL HVAC EQUIPMENT AND DUCTWORK SYSTEM

COMPONENTS WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM.

ENVIRONMENTAL TOBACCO SMOKE CONTROL: PROHIBIT SMOKING WITHIN 25 FEET

OF BUILDING ENTRIES, OUTDOOR AIR INTAKES AND OPERABLE WINDOWS AND WITHIN THE BUILDING AS ALREADY PROHIBITED BY OTHER LAWS OR REGULATIONS. POST SIGNAGE TO INFORM BUILDING OCCUPANTS OF THE PROHIBITION.

WASTE REDUCTION:

RECYCLE AND/OR REUSE A MINIMUM OF 65% OF THE NON-HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE.

RECYCLE AND/OR REUSE 100% OF TREES, STUMPS, ROCKS AND ASSOCIATED VEGETATION.

SUBMIT A WASTE MANAGEMENT PLAN COMPLYING WITH SECTION 5.408.1.1 ITEM 1-4.

USE WASTE MANAGEMENT COMPANY THAT CAN PROVIDE VERIFICATION OF COMPLIANCE. PROVIDE VERIFICATION THAT UNIVERSAL WASTE ITEMS (SUCH AS FLUORESCENT LAMPS & BALLAST & MERCURY) ARE DISPOSED OF PROPERLY.

AIR QUALITY:

CO2 -FOR ADDITIONS EQUIPPED WITH DEMAND CONTROL VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS SHALL BE INSTALLED PER 2016 CALIFORNIA ENERGY CODE.

CFC -INSTALL HVAC, REFRIGERATION & FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN CFC'S.

HALONS -INSTALL HVAC, REFRIGERATION & FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN HALONS.

STORMWATER POLLUTION PREVENTION:

PREVENT THE POLLUTION OF STORMWATER RUNOFF FROM CONSTRUCTION ACTIVITIES.

ECKEFR AI
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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

TITLE SHEET
200702
T-2
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
No. Description
T-1 TITLE SHEET
T-2 TITLE SHEET
T-3 ACCESSIBILITY DETAILS
T-4 ACCESSIBILITY DETAILS
T-5 ACCESSIBILITY DETAILS
T-6 SIGNAGE ACCESSIBILITY DETAILS
T-7 SITE ACCESSIBILITY DETAILS
C1.0 EXISTING CONDITIONS
C2.0 DEMOLITION PLAN
C3.0 SURFACE IMPROVEMENTS PLAN
C4.0 GRADING PLAN AND DRAINAGE
C5.0 EROSION CONTROL PLAN
C6.0 DETAILS
A0.1 EGRESS PLAN
A1.1 SITE PLAN
A1.2 SITE DETAILS
A2.1 FLOOR PLAN & DEMO FLOOR PLAN
A2.2 DIMENSION PLAN & CURB PLAN
A2.3 REFLECTED CEILING PLAN & ROOF PLAN
A3.1 EXTERIOR ELEVATIONS
A4.1 BUILDING SECTIONS
A4.2 WALL TYPES & CURB DETAILS
A4.3 MATERIAL SPECIFICATIONS
A5.1 ENLARGED PLANS & INTERIOR ELEVATIONS
A5.2 ENLARGED PLANS & INTERIOR ELEVATIONS
A6.1 ROOM FINISH SCHEDULE & DOOR SCHEDULE
A7.1 DETAILS
M0.1 MECHANICAL SCHEDULE, NOTES & LEGENDS
M2.1 MECHANICAL FLOOR PLAN
P0.1 PLUMBING SCHEDULE, NOTES & LEGENDS
P0.2 PLUMBING FIXTURE SCHEDULE & DETAILS
P2.1 PLUMBING FLOOR PLAN
E001 LEGEND NOTES AND ABBREVIATIONS
E002 ELECTRICAL TI SPEC NOTES
E003 ELECTRICAL SINGLE LINE DIAGRAM
E101 ELECTRICAL POWER PLAN
E201 LIGHTING FLOOR PLAN
E301 EM LIGHTING PHOTOMETRICS
E501 ELECTRICAL DETAILS
E601 TITLE 24 FORMS
E602 TITLE 24 FORMS
E603 TITLE 24 FORMS
E604 TITLE 24 FORMS

FIRE NOTES

GENERAL NOTESABBREVIATIONS

SHEET INDEX

PLUMBING CALCULATIONSGREEN CODE MANDATORY CHECKLIST

GREEN CODE REQUIREMENTS NOTES
Not for Construction
For Council Approval
Re-Bid
36" MAX. (ACCESSIBLE)
38"-43" (STANDING PERSONS)
27"
17"
MAX
40" MAX
40"
44" MAX.
19"
40" MAX

TO REFLECTIVE SURFACE

IF OVER COUNTER

OR LAVATORY
(35" MAX. ELSEWHERE)
SPOUT. SPOUT SHALL BE
LOCATED 15" MIN.

FROM VERTICAL
SUPPORT AND 5" MAX

FROM FRONT EDGE OF

THE UNIT

TOILET TISSUE

PAPER TOWEL DISPENSER

WITH WASTE CONTAINER

PRIVACY
COVERS

DRINKING FOUNTAIN
MIRROR
27" MIN.
36"
40" MAX.

TO HIGHEST OPERABLE PART

HAND DRYER

FINISHED FLOOR
4'-0" MAX

TO HANDLE

BABY CHANGING

STATION
34" MAX.

MIN.

MAX.

MIN.

MIN.
13 1/2"

ENTRANCES AND DOORS
PROVIDE A 30" X 48" CLEAR SPACE AT TELEPHONE. THE CLEAR SPACE MAY INCLUDE KNEE SPACE UNDER THE TELEPHONE.

THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE 48" MAX.

TELEPHONES MOUNTED IN A CORNER THAT REQUIRE WHEELCHAIR USERS TO REACH DIAGONALLY SHALL HAVE THE HIGHEST OPERABLE PART NO HIGHER THAN 48" AFF.

THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE AT LEAST 29" LONG.

ALL PUBLIC TELEPHONES SHALL HAVE VOLUME CONTROL AND BE IDENTIFIED WITH

APPROPRIATE SIGNAGE

TELEPHONES SHALL HAVE PUSH-BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. ALL OPERABLE PARTS, INCLUDING BUT NOT LIMITED TO COIN RETURN, SHALL

BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE TO ACTIVATE OPERABLE PARTS SHALL NOT EXCEED 5LBS MAX.

THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17" AND A MAXIMUM OF 19" MEASURED TO THE TOP OF THE TOILET SEAT.

PROVIDE 17" MINIMUM - 18" MAXIMUM FROM THE CENTERLINE OF THE WATER CLOSET TO THE ADJACENT WALL.

TOILET AND URINAL FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE OPEN (WIDE) SIDE OF THE TOILET STALL.

TOILET AND URINAL FLUSH CONTROLS SHALL BE NO MORE THAN 44" ABOVE THE FLOOR.

THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS.

WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR SPACE 30" WIDE BY 48" LONG IN FRONT OF THE URINAL. AT LEAST ONE URINAL WITH 13 1/2" MIN. RIM PROJECTION FROM THE WALL AND A MAXIMUM OF 17" ABOVE THE FLOOR SHALL BE INSTALLED.

AMBULATORY STALLS ARE REQUIRED WHERE 6 OR MORE STALLS ARE PROVIDED WITHIN A

MULTIPLE ACCOMODATION TOILET ROOM OR WHERE THE COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE 60" DEEP MIN. AND 35"MIN - 37" MAX WIDE. COMPARTMENT DOORS SHALL NOT SWING INTO THE MINIMUM REQUIRED COMPARTMENT AREA.

A CLEAR FLOOR SPACE 30" WIDE BY 48" LONG SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW FORWARD APPROACH. SUCH CLEAR SPACE SHALL ADJOIN OR

OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH LAVATORY.

LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH 27" MINIMUM KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30" IN WIDTH WITH 8" MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE SAME WIDTH AND A MINIMUM OF 9 INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17"-19"MAXIMUM DEEP FROM THE FRONT OF THE LAVATORY.

HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.

MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL HAVE BOTTOM OF REFLECTIVE SURFACE 40" MAX. ABOVE FINISHED FLOOR; MIRRORS MOUNTED ELSEWHERE SHALL HAVE BOTTOM EDGE OF REFLECTIVE SURFACE 35" MAX. ABOVE FINISHED FLOOR.

TOP EDGE OF MIRRORS SHOULD BE 74" HIGH TO BE USEABLE BY AMBULATORY PEOPLE,

LOCATE PAPER TOWEL DISPENSERS, SANITARY NAPKIN DISPENSERS, AND WASTE RECEPTACLES WITH ALL OPERABLE PARTS NOT MORE THAN 40" FROM THE FLOOR.

LOCATE TOILET TISSUE DISPENSERS ON THE WALL 7-9" FROM THE FRONT OF THE WATER CLOSET TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 19" MIN. ABOVE FINISHED FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS.

DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINIOUS PAPER FLOW.

DOORS CANNOT SWING INTO THE REQUIRED CLEAR FLOOR SPACE AT ANY FIXTURE OTHER

THAN THE DOOR TO THE ACESSIBLE WATER CLOSET COMPARTMENT, A DOOR, IN ANY POSITION, MAY ENCROACH INTO THE TURNING SPACE BY 12" MAX CLEARANCE AROUND WATER CLOSET SHALL BE 60" WIDE x 56" DEEP PROVIDED IN FRONT OF THE WATER CLOSET, NO OTHER FIXTURES CAN BE LOCATED WITHIN THIS AREA. A MIN. 60" WIDE AND 48" DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET.

SANITARY NAPKIN DISPOSAL UNITS, IF PROVIDED, SHALL COMPLY WITH SECTION 11B-309.4

AND SHALL BE WALL MOUNTED AND LOCATED ON THE SIDE WALL BETWEEN THE REAR WALL

OF THE TOILET AND THE TOILET PAPER DISPENSER, ADJACENT TO THE TOILET PAPER DISPENSER. THE DISPOSAL UNIT SHALL BE LOCATED BELOW THE GRAB BAR WITH THE OPENING OF THE DISPOSAL UNIT 19 INCHES MINIMUM ABOVE THE FINISH FLOOR.

TOILET ROOM FIXTURES AND ACCESSORIES
ALL DOORWAYS LEADING TO SANITARY FACILITIES SHALL HAVE 32" CLEAR, UNOBSTRUCTED OPENINGS.

ALL SINKS, FAUCET CONTROLS, AND OPERATING MECHANISMS SHALL BE OPERABLE WITH

ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS.

LEVER-OPERATED, PUSH TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.

LAVATORIES SHALL BE MOUNTED WITH A MINIMUM DISTANCE OF 18" FROM A WALL OR PARTITION TO THE CENTER OF THE FIXTURE. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM AND/OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FLOOR.

SANITARY FACILITIES (GENERAL)
THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING) SHALL HAVE A SMOOTH UNINTERRUPTED

SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT

CREATING A TRAP OR HAZARDOUS CONDITION WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST. SURFACES ALONG THIS AREA MUST BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER. CAVITITES CREATED BY KICK PLATES MUST BE CAPPED.

THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS.

COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY NOT EXCEED 15 LBS.

DOOR CLOSERS REQUIRE AT LEAST 5 SECONDS TO CLOSE FROM AN OPEN POSITION OF 90 DEGREES TO 12 DEGREES FROM THE LATCH

EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORD "EXIT". EACH EXIT DOOR THAT LEADS DIRECTLY TO GRADE-LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP IS IDENTIFIED BY A TACTILE SIGN THAT STATES "EXIT STAIR DOWN," "EXIT RAMP DOWN," "EXIT STAIR UP," OR "EXIT RAMP UP" AS APPROPRIATE. EACH EXIT

DOOR THAT LEADS DIRECTLY TO GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT

ENCLOSURE OR EXIT PASSAGEWAY IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE". EACH ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR

OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE". EACH DOOR THROUGH AN HORIZONTAL EXIT IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "TO EXIT".

VISION LIGHTS MUST HAVE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43" MAX.

ABOVE FLOOR FINISH.

8. 9.

10. 11.

12. 1.

2. 3.

TELEPHONES

GRAB BARS SHALL BE LOCATED ON ONE SIDE AND THE BACK OF THE PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT AND SHALL BE SECURELY ATTACHED 33" MINIMUM-36"

MAXIMUM, MEASURED TO THE TOP OF GRIPING SURFACE, ABOVE AND PARALLEL TO THE FLOOR.

GRAB BARS AT THE SIDE SHALL BE AT LEAST 42" LONG WITH THE FRONT END POSITIONED 54"MINIMUM FROM THE BACK OF THE STALL AND WITH THE FRONT END POSITIONED 24" MINIMUM IN FRONT OF THE WATER CLOSET. THE SIDE GRAB BAR SHALL BE LOCATED 12" MAXIMUM FROM THE REAR WALL. GRAB BARS AT THE BACK SHALL NOT BE LESS THAN 36" LONG AND SHALL EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12" MINIMUM ON ONE SIDE AND 24"MINIMUM ON THE OTHER SIDE.

THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4"MIN AND 2" MAXIMUM.

GRAB BARS WITH NON CIRCULAR CROSS SECTIONS SHALL HAVE A CROSS SECTION DIMENSION OF 2" MAXIMUM AND A PERIMETER DIMENSION OF 4" MIN AND 4.8" MAXIMUM.

IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2".

GRAB BARS, AND ANY WALL OR OTHER SURFACE ADJACENT TO IT, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS.

GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.

GRAB BARS SHALL BE DESIGNED TO SUPPORT A 250 POUND FORCE.

NO OBJECT TO BE MOUNTED WITHIN 1 1/2" BELOW OR 12" ABOVE ANY GRAB BAR.

A CLEAR SPACE, MEASURED FROM THE FLOOR TO A HEIGHT OF 27" ABOVE THE FLOOR,

WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE OF A DIAMETER NOT LESS THAN 60 INCHES, OR A T SHAPED SPACE IN ACCORDANCE WITH 11B-304.3.2 SHALL BE PROVIDED.

CLEARANCE AROUND A WATER CLOSET SHALL BE 60“ MIN. MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56” MIN. MEASURED PERPENDICULAR FROM THE REAR WALL. A 48" LONG CLEAR SPACE IN FRONT OF WATER CLOSET SHALL BE PROVIDED IF THE COMPARTMENT HAS AN END OPENING DOOR (FACING THE WATER CLOSET). A 60" LONG

CLEAR SPACE SHALL BE PROVIDED IN COMPARTMENT WHEN DOOR IS LOCATED AT THE SIDE. GRAB BARS SHALL NOT PROJECT MORE THAN 3" INTO CLEAR SPACE SPECIFIED ABOVE.

WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32" WHEN LOCATED AT THE END, AND 34" WHEN LOCATED AT SIDE, WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION.

EXCEPT FOR DOOR OPENINGS, A CLEAR UNOBSTRUCTED ACCESS NOT LESS THAN 44" SHALL BE PROVIDED TO ALL WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY THE DISABLED.

THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN 48" AS MEASURED AT RIGHT ANGLES TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION.

THE WATER CLOSET AND DOOR MANEUVERING CLEARANCE CANNOT OVERLAP IN THE ACCESSIBLE STALL.

STALL DOORS TO BE HINGED 4" MAXIMUM OPPOSITE THE WATER CLOSET FOR FRONT OR SIDE OPENING DOORS.

STALL DOORS CANNOT SWING INTO THE REQUIRED CLEAR AREA AT THE WATER CLOSET.

A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH.

MULTIPLE ACCOMMODATION TOILET ROOMS
HANDRAILS AT STAIRWAYS SHALL BE 34" TO 38" ABOVE THE NOSING OF THE TREADS.

HANDRAILS AT THE TOP OF STAIRWAYS SHALL EXTEND A MINIMUM OF 12" OF LEVEL DISTANCE BEYOND THE TOP NOSING. HANDRAILS AT THE BOTTOM OF STAIRWAYS SHALL EXTEND A MINIMUM OF TREAD WIDTH PLUS 12" BEYOND THE BOTTOM NOSING BEFORE THEY ARE RETURNED. AT THE BOTTOM, THE HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE OF THE WIDTH OF ONE TREAD FROM THE BOTTOM RISER. THE REMAINDER OF THE EXTENSION IS HORIZONTAL (LEVEL).

WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF THE STAIR RUN WOULD

CREATE A HAZARD, THE EXTENSION SHALL BE MADE AT RIGHT ANGLES, ON THE FACE OF A RETURNING WALL. WHERE THE STAIRS ARE CONTINUOUS THE HANDRAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING.

HANDRAILS SHALL NOT REDUCE THE REQUIRED WIDTH OF STAIR. WHERE HANDRAIL EXTENSIONS PROTRUDE MORE THAN 4 1/2" INTO AN ADJACENT ROUTE OF TRAVEL, PROVIDE CANE-DETECTABLE RAIL AT 27" ABOVE LANDING.

HANDRAILS SHALL BE CONTINIOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS.

STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. EVERY STAIRWAY REQUIRED TO BE MORE THAN 88" IN WIDTH SHALL BE PROVIDED WITH NOT LESS THAN ONE INTERMEDIATE HANDRAIL FOR EACH 88" OF REQUIRED WIDTH. INTERMEDIATE HANDRAILS SHALL BE SPACED APPROXIMATELY EQUALLY WITHIN THE ENTIRE WIDTH OF THE STAIRWAY.

THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR SHALL BE MARKED BY A STRIPE OF CLEARLY CONTRASTING COLOR 2" WIDE MINIMUM & 4"WIDE MAXIMUM AND PLACED PARALLEL TO, AND NOT MORE THAN, 1" FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIPE IS TO EXTEND THE FULL WIDTH OF THE STEP. THE STRIPE SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE TREADS OF THE STAIR.

WHERE STAIRS OCCUR OUTSIDE OF A BUILDING, THE UPPER APPROACH AND ALL TREADS SHALL BE MARKED BY A STRIPE OF CLEARLY CONTRASTING COLOR 2" WIDE MIN & 4" WIDE MAX. AND PLACED PARALLEL TO, AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OF LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIPE IS TO EXTEND THE FULL WIDTH OF THE STEP. THE STRIPE SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP-RESISTANT AS THE TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE.

ALL STAIR TREAD SURFACES SHALL BE SLIP-RESISTANT.

WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL WHICH EXCEED 1/4", AND SHALL BE A MINIMUM OF 48" IN WIDTH.

SURFACE CROSS SLOPES SHALL NOT EXCEED 2%. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 5%.

OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN 1/2" DIAMETER. ENLONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.

WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL, IT SHALL COMPLY WITH THE PROVISIONS OF RAMPS.

WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THE 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL (50%), EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL.

ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING 1/2" SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS AND RAMPS.

WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" x 60" AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48" x 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK.

WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK.

WALK AND SIDEWALK SURFACES SHALL BE STABLE, FIRM, AND SLIP-RESISTANT.

ABRUPT CHANGES IN LEVEL 4" OR MORE IN A VERTICAL DIMENSION BETWEEN WALKS,

SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES OR FEATURES SHALL BE IDENTIFIED BY A 6" MIN. HIGH CURB ABOVE WALK SURFACE OR GUARDRAIL W/ 2"-4"

CENTERED HIGH GUIDE RAIL

ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE TO AN ACCESSIBLE ENTRANCE.

SURFACE SLOPES OF PARKING SPACES FOR THE PHYSICALLY DISABLED SHALL NOT EXCEED 1/4 INCH PER FOOT (2% GRADIENT) IN ANY DIRECTION.

DISABLED PARKING SPACES SHALL BE LOCATED SO AS NOT TO REQUIRE USERS TO WHEEL

OR WALK BEHIND ANY OTHER NON-DISABLED OR DISABLED PARKING SPACE, OTHER THAN TO PASS BEHIND THE PARKING SPACE IN WHICH THEY PARKED.

IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO

PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF ADJACENT ACCESSIBLE ROUTES.

PARKING SPACES RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A

REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE

FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT, IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70" IN AREA AND, WHEN IN THE PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. WHEN NOT IN THE PATH OF TRAVEL SIGNS MAY ALSO BE ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MIN. HEIGHT OF 60" FROM THE PARKING

SPACE FINISHED GRADE, GROUND, OR SIDEWALK MEASURED TO THE BOTTOM OF THE SIGN.

ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE ISA SHALL STATE "MINIMUM FINE $250"
VAN ACCESSIBLE SPACES SHOULD BE IDENTIFIED WITH THE ADDITIONAL WORDS "VAN ACCESSIBLE" ON THE SPACE IDENTIFICATION SIGN. ONE IN EVERY SIX ACCESSIBLE SPACES, BUT NEVER LESS THAN ONE, MUST BE VAN ACCESSIBLE.

OBJECTS WITH LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO CIRCULATION PATH.

OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT.

OBJECTS MOUNTED ON POSTS / PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE GROUND OR FINISHED FLOOR.

PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE.

ANY OBSTRUCTION OVERHANGING A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE AS MEASURED TO THE BOTTOM OF THE OBSTRUCTION.

GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80". SUCH GUARDRAILS SHALL BE LOCATED 27" MAX ABOVE FINISHED FLOOR.

WALKS AND SIDEWALKS

PARKING
RAMPS

HANDRAILS ON STAIRS

HAZARDS AND PROTRUDING OBJECTS

MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30" x 48". MINIMUM CLEAR FLOOR OR

GROUND SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT. FLOOR OR GROUND SPACE FOR WHEEL CHAIRS MAY BE PART OF THE KNEE SPACE AND TOE CLEARANCE REQUIRED UNDER SOME OBJECTS. ONE

FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE.

ALCOVES ARE TO BE 60" WIDE WHEN GREATER THAN 15" DEEP.

PROVIDE AN ADDITIONAL 6" WIDTH ON ONE SIDE FOR ALCOVES GREATER THAN 24" DEEP AND DESIGNED FOR FRONT APPROACH.

CLEAR FLOOR SPACE FOR WHEELCHAIRS

1. 2.

3. STAIRS AND STAIRWAYS

GRAB BARS

HIGHEST OPERABLE PART OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED NO LESS THAN 42" AND NOT MORE THAN 48" MEASURED VERTICALLY FROM ABOVE THE

LEVEL OF THE ADJACENT FLOOR, WORKING PLATFORM, GROUND SURFACE, OR

SIDEWALK TO THE HIGHEST POINT OF THE ACTIVATING HANDLE OR LEVER OF THE BOTTOM.

INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON BLUE BACKGROUND.

THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595C.

ALL CONTROLS TO BE 15" MIN. TO 48" MAX., REGARDLESS OF APPROACH. WHERE A HIGH

FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND

BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE MAX. HIGH FORWARD REACH SHALL BE 48" MAX WHERE THE REACH DEPTH IS 20"MAX. WHERE THE REACH DEPTH EXCEEDS 20" THE HIGH FORWARD REACH SHALL BE 44" MAX. AND THE REACH DEPTH SHALL BE 25" MAX. WHERE A

CLEAR FLOOR SPACE ALLOWS FOR A PARALLEL APPROACH AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION THE HEIGHT OF THE OBSTRUCTION SHALL BE 34" MAX AND THE DEPTH SHALL BE 24" MAX. THE HIGH SIDE REACH SHALL BE 48" MAX FOR A REACH DEPTH OF 10" MAX. WHERE THE REACH DEPTH EXCEEDS 10" THE HIGH SIDE REACH SHALL BE 46" MAX WITH A REACH DEPTH OF 24" MAX.

ACCESSIBLE PORTIONS OF SERVICE COUNTERS TO BE 28"-34" HIGH, 36" MIN. WIDE AND MUST EXTEND THE SAME DEPTH AS THE ADJACENT COUNTERSPACE.

WHERE LOCKERS ARE PROVIDED FOR THE PUBLIC, AT LEAST 5% BUT NO FEWER THAN 1 OF EACH TYPE SHALL BE ACCESSIBLE.

ALL RAMPS USED AS EXITS AND ANY PATH OF TRAVEL HAVING A SLOPE GREATER THAN 1:20 SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION. RAMPS SHALL HAVE THE LEAST POSSIBLE SLOPE.

PEDESTRIAN RAMPS SHALL HAVE A MINIMUM WIDTH OF 48". RAMPS SERVING AN OCCUPANCY LOAD GREATER THAN 300 SHALL HAVE A MINIMUM WIDTH OF 60".

ALL RAMPS IN AREAS ACCESSIBLE TO PERSONS WITH DISABILITIES ON A PATH OF TRAVEL OR SERVING EXITS SHALL HAVE A 1:12 MAXIMUM SLOPE WITH CROSS SLOPES NO GREATER THAN 1:50. LANDINGS NOT TO EXCEED 1:50 IN ANY DIRECTION.

INTERMEDIATE LANDINGS OCCURRING AT NO DIRECTION CHANGE TO BE 60" LONG, RAMPS W/ INTERMEDIATE LANDING < OR EQUAL TO 30 DEGREES SHALL BE OF 60" LENGTH AND 60" WIDTH. INTERMEDIATE LANDINGS OCCURRING AT > EQUAL TO 30 DEGREES SHALL BE OF 72" LENGTH AND 60" WIDTH.

THE LEVEL LANDING WIDTH OF ANY RAMP SHALL EXTEND 24" PAST THE STRIKE EDGE OF ANY EXTERIOR DOOR OR GATE.

DOORS STANDING IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP TO LESS THAN 42" OR THE REQUIRED WIDTH BY MORE THAN 3".

HANDRAILS ARE REQUIRED ON RAMPS WHEN THE SLOPE EXCEEDS 1:20 (5%). HANDRAILS AT

RAMPS SHALL RUN ALONG BOTH SIDES OF A RAMP, BE CONTINUOUS THE FULL LENGTH, AND EXTENSIONS AT THE TOP AND BOTTOM OF THE RAMP SHALL BE 12" MIN.

THE HANDRAIL GRIP SURFACE AT RAMPS SHALL BE MOUNTED BETWEEN 34" AND 38" ABOVE THE RAMP SURFACE.

ALL HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS.

ALL HANDRAILS PROJECTED FROM A WALL SHALL BE MOUNTED WITH A MINIMUM 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAIL.

THE HAND GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS-SECTIONAL DIMENSION OR SHAPE AND SHALL PROVIDE AN EQUIVALENT SMOOTH GRIPPING SURFACE WITH NO SHARP CORNERS. HANDRAIL GRIPPING SURFACES WITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4"MIN.

AND 6 1/4" MAX. AND A CROSS SECTION DIMENSION OF 2 1/4" MAX.

HANDRAILS CANNOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP MORE THAN 3 1/2" FROM EACH SIDE OF THE RAMP AT THE HANDRAIL HEIGHT.

ALL PRIMARY ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY DISABLED.

ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH ONE STANDARD INTERNATIONAL

SYMBOL OF ACCESSIBILITY SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS IDENTIFYING

THE LOCATION OF NEAREST ACCESSIBLE ENTRANCE, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS.

EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 36 INCHES IN WIDTH, AND NOT LESS THAN 80" IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED SO THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32".

LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A

PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE,

PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE

PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, PINCH OR TWIST THE OPENING HARDWARE AND MUST BE OPERABLE WITH ONE HAND.

THE OPERABLE PARTS OF LEVER HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE MOUNTED BETWEEN 34" MINIMUM AND 44" MAXIMUM ABOVE THE FLOOR AND NOT REQUIRE MORE THAN 5 POUNDS OF FORCE TO OPERATE.

THE FLOOR OR LANDING LENGTH ON EACH SIDE OF AN ENTRANCE OR A PASSAGE DOOR SHALL BE LEVEL AND CLEAR AT LEAST 60" IN THE DIRECTION OF THE DOOR SWING AND AT LEAST 48" OPPOSITE THE DIRECTION OF THE DOOR SWING AS MEASURED AT RIGHT ANGLES TO THE FACE OF THE DOOR IN THE CLOSED POSITION. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 24" PAST THE STRIKE EDGE OF THE DOOR FOR DOORS WITH LATCH SIDE APPROACH AND 36" FOR DOORS REQUIRING HINGE SIDE APPROACH. REFER TO DETAIL B3 ON THIS DRAWING FOR ADDITIONAL CLEARANCE REQUIREMENTS.

THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.

1. 2.

3. 4.

5. 1.

2. 3.

4. 5.

6. 7.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

1. 2.

3. 4.

5. 6.

7. 1.

2. 3.

4. 1.

2. 3.

4. 5.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

1. 2.

3. 4.

5. 6.

7. 8.

1. 2.

3. 4.

5. 6.

7. 1.

2. 3.

4. 5.

6. 3.

4. 5.

6. 7.

BASELINE OF THE HIGHEST LINE OF RAISED CHARACTER TO BE 60" MAXIMUM AND BASELINE OF THE LOWEST BRAILLE CELLS TO BE 48" MINIMUM ABOVE FINISHED FLOOR.

TACTILE ROOM IDENTIFICATION SIGNS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MIN. x 18" MIN. CENTERED ON SIGN IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING.

SIGNAGE

1. 2.

ADDITIONAL REQUIREMENTS

THE TOP OF THE BOX OF THE OPERATING HANDLE OF SWITCHES INTENDED TO BE USED BY

OCCUPANTS OF A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS,

APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT,

SHALL COMPLY WITH
SECTION 11B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX.

ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL COMPLY WITH SECTION 11B-308 EXCEPT

THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX.

1. 2.
*

PROVIDE THIS

ADDITIONAL

SPACE IF DOOR IS

EQUIPPED WITH

BOTH A LATCH

AND A CLOSER
18" MIN. CLR
INT. DOORS
24" MIN. CLR
EXT. DOORS
MIN.MIN.
48" 60"

CLEAR, LEVEL

FLOOR SPACE

1.5% MAX SLOPE
IN ANY

DIRECTION

PUSH SIDE

PULL SIDE
MIN.

FRONT APPROACH
12"

HINGE SIDE APPROACH
MIN.
54"
MIN.
36"

LATCH SIDE APPROACH
MIN. MIN.
60"44"

PUSH SIDE

PULL SIDE
MIN.MIN.
60"44"MIN.
24"

PUSH SIDE

PULL SIDE
*
48" MIN. WHEN
DO

OR HAS A

LATCH &
CLOSER
MIN.
24"
48" MIN. WHEN

DOOR HAS A
CLOSER22" MIN.

CLEAR, LEVEL

FLOOR SPACE

1.5% MAX SLOPE

CLEAR, LEVEL

FLOOR SPACE

1.5% MAX SLOPE
17"-19"
24" MIN.
42" MIN. GRAB BAR
54" MIN.
7" - 9"
12"
MAX.

MOUNT TOILET PAPER DISPENSER WITHIN 7-9" OF SEAT FRONT TO CENTERLINE AND 19" MIN AFF. ALLOW AT LEAST 1 1/2" CLEAR BELOW GRAB BAR.

PROVIDE FLUSH CONTROLS ON WIDE SIDE OF TOILET.

FLUSH CONTROLS SHALL NOT OBSTRUCT GRAB BARS WITHIN 1 1/2" BELOW OR 12" ABOVE.

FLUSH CONTROLS SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING TO OPERATE AND SHALL NOT REQUIRE GREATER THAN 5# OF FORCE.

FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND.

FAUCET CONTROLS SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING TO OPERATE AND SHALL NOT REQUIRE GREATER THAN 5# OF FORCE.

SELF CLOSING FAUCET VALVES SHALL REMAIN OPEN FOR A MIN OF 10 SECONDS.

RESTROOM ACCESSORIES - HIGHEST OPERABLE PART SHALL BE 40" MAX. AFF.

PROVIDE 5/8" U-SHAPED HANDLE ON INSIDE AND OUTSIDE OF TOILET COMPARTMENT DOOR NEAR THE LATCH.

COMPARTMENTS SHALL BE ARRANGED FOR LEFT-HAND OR RIGHT-HAND

APPROACH TO THE WATER CLOSET
33" -36" TO TOP
19"
MIN.

TOILET PAPER
HOLDER

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

FINISHED FLOOR
NOTES

GRAB BAR
42" MIN.
60" MIN.
32" MIN.
42" MIN.

CENTERLINE OF ROLL

PAPER HOLDER

WITHOUT STOPS
7"-9"
60" MIN. MANEUVERING SPACE
42" MIN.
54" MIN.
6" MAX
12"
17" MIN
MAX.

WALL, LAVATORY, OR

TOILET PARTITION
(WHERE OCCURS)

CONTROLS FOR

WATER CLOSETS SHALL

BE ON THE OPEN SIDE
CLR. OPENING
2'-10"
24" MIN
48" MIN.

WHEN DOOR SWINGS IN
18" MIN
FOR 60"
DEEP
36" MIN.
12" MIN. 24" MIN.
4" MAX. AT TOILET

COMPARTMENT

WITHIN A MULTI-

ACCOMMODATION

FACILITY
18" MAX

ALTERNATE DOOR

LOCATION, FOR SIDE

OPENING DOOR,
SEE
T-4
C3
MIN.
1 1/2" .
95" MIN. FOR FLOOR MOUNTED TOILETS, WHEN DOOR SWINGS IN 92" MIN. FOR WALL MOUNTED TOILETS, WHEN DOOR SWINGS IN
36 MIN.

WHEN DOOR

SWINGS IN

DOOR PERMITTED

TO SWING OVER

HATCHED

PORTION OF

MANEUVERING
SPACE

ECKEFR AI
REN. 09/10/21
FEAT
ST

LF CAO I
L FEJ
C018223
.

O
AINR
ATZ
T
SNEC Y
DE CAR
THI
 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

ACCESSIBILITY

DETAILS
200702
T-3
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: 3/4" = 1'-0"T-3
A3 MOUNTING HEIGHT REQUIREMENTS
SCALE: 1/8" = 1'-0"T-3
D1 DISABLED ACCESS REQUIREMENTS
SCALE: 1/2" = 1'-0"T-3
B3 REQUIRED CLEARANCES
SCALE: 1" = 1'-0"T-3
D3 RESTROOM CLEARANCES
Not for Construction
For Council Approval
Re-Bid

A U-SHAPED HANDLE
NOTE:

THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOORS TO ACCESSIBLE STALLS MUST BE EQUIPPED WITH A LOOP OR U-SHAPED HANDLE NEAR THE LATCH. THE

LATCH MUST BE FLIP-OVER STYLE, SLIDING OR OTHER HARDWARE OPERABLE

W/ONE HAND AND NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING

TO OPERATE

B LOOP HANDLE
34" MIN
44" MAX
NOTES:

1. 2.

3. 4.

5. 6.

DOORS TO THE ACCESSIBLE WATER, CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A SELF CLOSING DEVICE.

IF STANDARD COMPARTMENTS ARE USED, PROVIDE SELF CLOSING DEVICES. IF NON-STANDARD COMPARTMENT DOORS ARE USED, PROVIDE CLEARANCE AT THE STRIKE EDGE.

REQUIRED CLEAR OPENINGS FOR ACCESSIBLE STALL DOORS ARE AS FOLLOWS - SIDE ENTRY 34" CLEAR MIN - END ENTRY 32" CLEAR MIN.

PROVIDE 18x60 DOOR MANEUVERING CLEARANCE ON OUTSWINGING STALL DOORS.

U-SHAPED HARDWARE TO BE PROVIDED ON BOTH SIDES OF THE DOOR NEAR THE LATCH.

STALL DOOR CANNOT SWING INTO THE REQUIRED CLEAR FLOOR SPACE AT THE WATER CLOSET.

PILASTER
DOOR

HEADRAIL
FIN. FLOOR
9" MIN
CLR

SEE PLAN FOR HINGE SIDE
17"-18"
33"-36"
TO TOP
12"
MIN
36" MIN
12"
MIN
6"
MAX
19" MIN.24" MIN
7"-9"
36" MAX
42" MIN12"
MAX
54" MIN.
17" TO
19"
33"-36"
TO TOP
NOTES:

1. THE CONTROLS FOR THE FLUSH VALVE SHALL BE:

A. OPERABLE WITH ONE HAND.

B. NOT REQUIRE TIGHT GRASPING, PINCHING OR TWIST OF THE WRIST.

C. BE MOUNTED ON THE WIDE SIDE OF THE TOILET.

D. BE MOUNTED AT 44" A.F.F. MAXIMUM
E. ACTIVATED WITH A FORCE OF LESS THAN OR EQUAL TO 5 LBS.

F. ALLOW 1 1/2" CLEAR BELOW THE GRAB BAR TOPPING AND 12" CLEAR ABOVE GRAB BAR.

FINISH SURFACE OF

WALL OR PARTITION

TOILET PAPER

HOLDER W/O STOPS

B SIDE VIEWA FRONT VIEW
MIRROR

SOLID SURFACE

BACKSPLASH
& COUNTERTOP

BLOCKING
COUNTER MTD.

LAVATORY

INSULATE ALL

EXPOSED PIPING

NO SHARP OR

ABRASIVE

ELEMENTS UNDER

LAVATORY (COVER

ANGLE STOPS)

ROLLED EDGE
34" MAX. TO

HIGHEST
5"
MAX.
8"
MIN
17"
MIN
6"
MAX
9"
MIN
NOTE:

1. THE ACCESSIBLE LAVATORIES SHALL COMPLY WITH THE FOLLOWING:

A. THE FAUCETS CONTROLS, AND OPERATING MECHANISM ARE:

1. THE TYPE WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST & BE OPERABLE W/ONE HAND.

2. HAS AN OPERATING FORCE OF LESS THAN OR EQUAL TO 5 LBS.

B. IF SELF-CLOSING VALVES ARE USED, THEY SHALL REMAIN OPEN FOR GREATER THAN 10 SECONDS.

C. CLEAR FLOOR SPACE NOT TO EXTEND MORE THAN 19" UNDER LAVATORY.

EDGE OF

COUNTER

OR LAV RIM
29" MIN.
25" MAX.
17" MIN.
27" MIN.

ADJACENT
WALL
CLEAR
FLOOR
SPACE
30" MIN.
48" MIN.
19" MAX.
17" MIN.
18" MIN.
60" MIN. CLR
36" MIN
17"
MIN-18"
MAX
6"
MAX
12"
MAX
42" MIN.
24" MIN. CLR
32" MIN. CLR
42" MIN. CLR
36" MIN. CLR

WHEN DOOR SWINGS IN
34" MIN. CLR
60" MIN.
54" MIN.
4"
MAX
59" CLR WITH

FLOOR-MOUNTED TOILET
56" CLR WITH WALL-HUNG TOILET

WITH INSWING DOOR
+ 18" MIN
FOR 60" DEEP
42" MINC4-B
T-4
C4-A
T-4
B1
T-4
24" MIN12" MIN
6" MAX.

TOE

CLEARANCE
8" MIN.

KNEE

CLEARANCE
17"
MIN
34" MAX
29" MIN
27" MIN
MIRROR
WALL

INSULATE ALL

EXPOSED PIPING

NO SHARP OR

ABRASIVE

ELEMENTS UNDER

LAVATORY (COVER

ANGLE STOPS)
NOTE:

1. THE ACCESSIBLE LAVATORIES SHALL COMPLY WITH THE FOLLOWING:

A. THE FAUCETS CONTROLS, AND OPERATING MECHANISM ARE:

1. THE TYPE WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.

2. HAS AN OPERATING FORCE OF LESS THAN OR EQUAL TO 5 LBS.

3. BE OPERABLE WITH ONE HAND
B. IF SELF-CLOSING VALVES ARE USED, THEY SHALL REMAIN OPEN FOR GREATER THAN 10

SECONDS
9"
MIN

ADJACENT
WALL
CLEAR
FLOOR
SPACE
30" MIN.
48" MIN.
19" MAX.
17" MIN.
18" MIN.
60" MIN.

CLEAR

FLOOR SPACE

FOLDING
SEAT,
SEE
CL
1/2" MAX. THRESHOLD,
WITH MAX. 1:2 SLOPE

SIDE / SEAT WALL

BACK / CONTROL WALL

FACE OF FINISH
30" MIN.
36" MIN.
19" MIN.- 27" MAX.CENTERLINE OF

CONTROLS OR HAND-

HELD SPRAYER

MOUNTING BRACKET
60" MIN. FACE OF FINISH

SIDE WALL

FOR SHOWER ELEVATION,

REFERENCE
T-4
A4
1" - 1 1/2"
1" - 1 1/2"
1/4" MAX. GRATE

OPENINGS, DRAINS

TO BE FLUSH WITH

FLOOR SURFACE
T-4
A2

BACK / CONTROL WALL

SINGLE LEVER MIXING

VALVE CONTROL
L
18"
33"-36" TO TOP

FOLDING SEAT
C
39"-41"

MOUNTING BRACKET
48" MAX TO TOP OF
27" MAX.

MAX 1:50 (2%) SLOPE IN ANY DIRECTION

FLEXIBLE HAND-HELD SPRAYER UNIT WITH
HOSE AT LEAST 59" LONG THAT CAN BE

USED BOTH AS A FIXED SHOWER HEAD AND

AS A HAND-HELD SHOWER
19" MIN.
27" MAX.

OF CONTROLS
48" MAX TO TOP
2 1/2" MAX
1" - 1 1/2"

FOR SHOWER ELEVATIONS,

REFERENCE
24" MIN. 36" MIN.

FACE OF FINISH
60" MIN.

FACE OF FINISH
36"
19" MIN.

FRONT / SEAT WALL

FOLDING

SEAT, SEE
CL
27" MAX.

SIDE / CONTROL WALL

CENTERLINE OF HAND-

HELD SPRAYER

MOUNTING BRACKET
1/2" MAX. THRESHOLD,
WITH MAX. 1:2 SLOPE

SIDE WALL

BACK WALL
T-4
B4
1/4" MAX. GRATE

OPENINGS,

DRAINS TO BE

FLUSH WITH

FLOOR SURFACE
T-4
A2
18"
18"

MOUNTING BRACKET
48" MAX TO TOP OF
18"
33"-36" TO TOP

OPENING
3'-0" CLR

FOLDING
SEAT

SIDE / CONTROL WALL
CL
39"-41"
19" MIN.

SINGLE LEVER

MIXING VALVE

CONTROL

FRONT / SEAT WALL
MAX 1:50 (2%) SLOPE

IN ANY DIRECTION

FLEXIBLE HAND-HELD

SPRAYER UNIT WITH
HOSE AT LEAST 59"

LONG THAT CAN BE

USED BOTH AS A

FIXED SHOWER HEAD

AND AS A HAND-

HELD SHOWER
27" MAX.

OF CONTROLS
48" MAX TO TOP
.
34"
MAX.

MAXIMUM HEIGHT

TO COUNTER OR RIM
.
27" MIN.

MINIMUM HEIGHT

OF KNEE

CLEARANCE AT
SINK
MINIMUM 30" X 48"

CLEAR SPACE FOR

FRONT APPROACH
.
19" ABSOLUTE DEPTH OF
KNEE / TOE CLEARANCE .
6-1/2" MAX.

DEPTH OF SINK
.
27" MIN.

MINIMUM 30" X 48" CLEAR
SPACE FOR FRONT APPROACH.

CLEAR FLOOR SPACE ADJOINS
AN ACCESSIBLE ROUTE.
.
19"
MIN.
.

TABLE OR COUNTER
HEIGHT:
28" MIN. TO
34" MAX.
30" MIN.

NOTES:

1. WHERE FOOD OR DRINK IS SERVED AT COUNTERS EXCEEDING 34" IN HEIGHT FOR CONSUMPTION BY CUSTOMERS SEATED OR STANDING AT THE COUNTER, A PORTION OF THE MAIN COUNTER WHICH IS 60" MINIMUM IN LENGTH SHALL BE PROVIDED.

2. WHEN A PARALLEL APPROACH IS PROVIDED KNEE CLEARANCE IS NOT REQUIRED.

3. PARALLEL APPROACH IS ALLOWED AT SALES AND SERVICES COUNTERS, NOT DINING AND WORK SURFACES. SEE
T-4
D3
PROVIDE MINIMUM 27"
HIGH, 30" WIDE, 19" DEEP

KNEE CLEARANCE AT

FORWARD APPROACH (NOT

REQUIRED AT PARALLEL

APPROACH)
34" MAX.

HEIGHT

WHERE A SINGLE COUNTER

CONTAINS MORE THAN ONE

TRANSACTION STATION, SUCH

AS (BUT NOT LIMITED TO) A

BANK COUNTER WITH MULTIPLE

TELLER WINDOWS OR RETAIL

SALES COUNTER WITH MULTIPLE

CASH REGISTER STATIONS, AT
LEAST 5 PERCENT (5%), BUT

NEVER LESS THAN ONE, OF

EACH TYPE OF STATION SHALL BE

LOCATED AT A SECTION OF
COUNTER THAT IS AT LEAST 36"

LONG AND NO MORE THAN
28"-34" HIGH
.
36" MIN. WIDTH
48" MIN.
30" MIN.

THE ACCESSIBLE COUNTERS SHALL BE THE SAME DEPTH AS STANDARD COUNTERS

PARALLEL APPROACH IS NOT ALLOWED AT DINING AND WORK SURFACES NOTE:

1. 2.

MINIMUM 48" X 3-" CLEAR SPACE FOR
PARALLEL APPROACH. CLEAR FLOOR
SPACE ADJOINS AN ACCESSIBLE ROUTE.

MIN.
60" TURNING SPACE
60" MIN.24" MAX.
20" MIN
4'-0" MIN.
78" TYP.
84" TYP.

DOOR TO SWING OUT.

MANEUVERING CLEARANCES:
* 12"X 48" AT PUSH SIDE,
** 18" X 60" AT PULL SIDE
30" x 48" CLEAR

FLOOR SPACE
BENCH
(17"-19"
AFF)
**
*

COAT HOOK,
48" MAX HEIGHT AFF.

MIRROR 18" WIDE MIN BY 54" HIGH

MAX AND SHALL BE MOUNTED IN A

POSITION AFFORDING A VIEW TO A

PERSON ON THE BENCH AS WELL AS

TO A PERSON IN A STANDING
POSITION. MIRROR TO BE INSTALLED

SO THAT BOTTOM OF REFLECTING
SURFACE IS 20" MAX AFF.

NOTE:

DOOR CLOSERS, IF PRESENT, MUST BE SET SO
THAT IT TAKES THE DOOR AT LEAST 5
SECONDS FROM 90 DEGREES TO 12

DEGREES FROM THE LATCH
CLOSER NOTE:

INTERIOR DOOR / EXTERIOR DOOR 5 LBS.

MAX FIRE RATED DOOR 15 LBS. MAX FORCE

TO OPERATE
90 DEGREES
5 SECONDS MIN.
12 D
EG
REES
34" - 44"
FLOOR

OPERABLE PARTS

OF HARDWARE
24" MIN.
1 1/2" MAX
2 1/2" MAX.
15" MIN - 16" MAX

SEAT WALL
2 1/2" MAX
1 1/2" MAX.
23" MAX.
22" MIN.
15" M
AX.
14" M
IN.

FULL DEPTH O

F STALL
16" MAX.
15" MIN.(A) FOLDING SEAT AT 30
x 60 ROLL-IN SHOWER
(B) FOLDING SEAT AT 36 x 60

ROLL-IN SHOWER
NOTES:

1. WHEN FOLDED, THE SHOWER SEAT DOES NOT EXTEND MORE THAN 6" FROM THE MOUNTING WALL.

2. SHOWER SEAT PROVIDES MINIMUM STRUCTURAL STRENGTH TO SUPPORT A 250 LB. POINT LOAD.

3. GRAB BARS ARE LOCATED ON WALLS ADJACENT TO AND OPPOSITE THE SEAT.

4. CONTINUOUS L-SHAPED GRAB BAR IS PROVIDED ALONG THE WALLS OPPOSITE FROM AND ADJACENT TO THE SEAT (BUT NOT TO EXTEND TO INCLUDED THAT PORTION OF WALL OVER THE SEAT.

5. THE TOP OF THE SEAT SHALL BE 17" MIN. AND 19" MAX. ABOVE FINISH FLOOR.

6. THE SEAT SHALL BE INSTALLED SO THAT IT EXTENDS TO A POINT WITHIN 3" OF THE COMPARTMENT ENTRY.

SIDE / CONTROL WALL

FRONT / SEAT WALL
BACK /

CONTROL WALL

ECKEFR AI
REN. 09/10/21
FEAT
ST

LF CAO I
L FEJ
C018223
.

O
AINR
ATZ
T
SNEC Y
DE CAR
THI
 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

ACCESSIBILITY

DETAILS
200702
T-4
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: 1/4" = 1'-0"T-4
B2 TOILET DOOR STALL HARDWARE
SCALE: 1/4" = 1'-0"T-4
B1 TOILET STALL DOOR
SCALE: 1/4" = 1'-0"T-4
C4 WATER CLOSET REQUIREMENTS
SCALE: 1/2" = 1'-0"T-4
C1 COUNTER MOUNTED LAVATORY
SCALE: 1/2" = 1'-0"T-4
C3 TOILET STALL - SIDE OPENING
SCALE: 1/2" = 1'-0"T-4
C2 WALL MOUNTED LAVATORY
SCALE: 3/4" = 1'-0"T-4
A3 ACCESSIBLE 30 X 60 ROLL-IN SHOWER
SCALE: 1/2" = 1'-0"T-4
A4 ACCESSIBLE 30 X 60 ROLL-IN SHOWER - ELEVATION
SCALE: 3/4" = 1'-0"T-4
B3 ACCESSIBLE 36 X 60 ROLL-IN SHOWER
SCALE: 1/2" = 1'-0"T-4
B4 ACCESSIBLE 36 X 60 ROLL-IN SHOWER - ELEVATIONS
SCALE: N.T.S.T-4
D1 ACCESSIBLE SINK
SCALE: N.T.S.T-4
D2 ACCESSIBLE TABLE OR COUNTER WITH FORWARD APPROACH
SCALE: N.T.S.T-4
D3 ACCESSIBLE SALES COUNTER WITH PARALLEL APPROACH
SCALE: 3/8" = 1'-0"T-4
D4 DRESSING ROOM DETAIL
SCALE: 1/4" = 1'-0"T-4
A1 ACCESSIBLE HARDWARE REQUIREMENTS
SCALE: 1" = 1'-0"T-4
A2 SHOWER SEAT
Not for Construction
For Council Approval
Re-Bid
2x STUD WALL PER PLAN
GYP. WALL BOARD1 1/2 ~ STAINLESS

STEEL PIPE

HANDRAIL

ATTACH HAND RAIL THRU WALL W/
MOUNTING SCREWS TO 2x WOOD

BLOCKING SECURELY FASTENED

BETWEEN STUDS AS REQUIRED
34" - 38" MAX. ABOVE

STAIR NOSING
*
MIN.
1 1/2"
* HANDRAIL GRIPPING SURFACES W/ A

CIRCULAR CROSS SECTION SHALL HAVE
AN OUTSIDE DIAMETER OF 1 1/4"MIN.

AND 2" MAX. HANDRAIL GRIPPING

SURFACES WITH A NON-CIRCULAR

CROSS SECTION SHALL HAVE A
PERIMETER DIMENSION OF 4"MIN AND 6
1/4" MAX AND A CROSS SECTION
DIMENSION OF 2 1/4" MAX.
42" MIN. 42" MIN.

X
48" M
IN.
36" MIN. 48" MIN. 36" MIN.
60" M
IN.

NOTE: DIMENSIONS SHOWN APPLY WHEN X<48".

TURNS AROUND AN OBSTRUCTION - 36" AISLES, 90 DEGREE TURN 44" MIN. 44" MIN.

X
48" M
IN.
44" MIN. 48" MIN. 44" MIN.
60" M
IN.

NOTE: DIMENSIONS SHOWN APPLY WHEN X<48".

TURNS AROUND AN OBSTRUCTION - 44" AISLES, 90 DEGREE TURN NOTE: INNER HANDRAILS AT LANDINGS THAT DOUBLE BACK OR IMMEDIATELY

TURN SHALL BE CONTINUOUS AND SHALL BE CONTINUOUS AND SHALL NOT E

XTEND INTO LANDING OR PATH OF TRAVEL
X: EXTENSION OF THE HANDRAIL SHALL BE EQUAL TO THE TREAD WIDTH PLUS 12 INCHES TO THE END OF THE LEVEL PORTION OF THE HANDRAIL LANDIN
G
LANDIN
G

DOWNDOWN
X
X

LANDING
DOWNX
DOWN
LANDIN
G
X
12"
34"-38" M
AX.
27" M
AX.
12" MIN.

X
AA

EXTENSION AT BOTTOM OF RUN
A - TREAD DEPTH (11" MIN.)
B - RISER HEIGHT (4" MIN., 7" MAX.)

X - THE MINIMUM HANDRAIL EXTENSION
OF 12 INCHES PLUS THE WIDTH OF TREAD

REQUIRED AT EACH BOTTOM RISER
Y
12" MIN.
34"-38" M
AX.
27" M
AX.

EXTENSION AT TOP OF RUN
A - TREAD DEPTH (11" MIN.)
B - RISER HEIGHT (4" MIN., 7" MAX.)

Y - THE MINIMUM HANDRAIL EXTENSION

REQUIRED AT EACH TOP RISER
34"-38" M
AX.

NOTE: INTERIOR STAIRS SHALL HAVE THE UPPER

APPROACH AND LOWER TREAD MARKED BY A
STRIPE PROVIDING CLEAR VISUAL CONTRAST.

EXTERIOR STAIRS SHALL HAVE THE UPPER

APPROACH AND ALL TREADS MARKED BY A
STRIPE PROVIDING CLEAR VISUAL CONTRAST.

THE STRIPE SHALL EXTEND THE FULL WIDTH OF

THE STEP OR UPPER APPROACH AND SHALL BE

OF MATERIAL THAT IS AS SLIP RESISTANT AS THE
OTHER TREADS OF THE STAIR. A PAINTED STRIPE
IS ACCEPTABLE. - (2016 CBC 11B-504.4.1)
.
.1" MAX.

FROM EDGE

OF TREAD
2" MIN. TO
4" MAX.

STRIP WIDTH
.
.
*
*
*
NOTES:

HANDRAILS TO BE PROVIDED AT EACH SIDE OF STAIRWAY FLIGHT. HANDRAILS SHALL RETURN SMOOTHLY TO FLOOR, WALL OR POST.

ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTHS.

ALL TREAD SURFACES AND STRIPING MATERIAL SHALL BE SLIP-RESISTANT.

OPEN RISERS ARE NOT PERMITTED.

B
A
B
*
*
5/8" TYPE "X" GYP. BD.

BOTH SIDES

STUDS W/ INSULATION

RECESSED FIRE

EXTINGUISHER CABINET
2ND LAYER 5/8" TYPE "X" GYP. BD. LINING
(EXCEPT AT FIRE RATED WALLS)
NOTE:

1. CONFORM TO ALL REQUIREMENTS
OF #10 NFPA. TITLE 19 CCR & LOCAL

FIRE MARSHALL REQUIREMENTS

2. OPERABLE PARTS SHALL BE

OPERABLE W/ ONE HAND AND SHALL

NOT REQUIRE TIGHT GRASPING,

PINCHING OR TWISTING OF THE
WRIST. THE FORCE REQUIRED TO

ACTIVATE OPERABLE PARTS SHALL BE
5LBS MAX.
48" MAX. A.F.F. TO TOP OF

HANDLE (OR HIGHEST OPERABLE
PART)
5/8" TYPE "X" GYP. BD.

BOTH SIDES

STUDS W/ INSULATION

FIRE EXTINGUISHER, MOUNT
48" MAX. A.F.F. TO TOP OF

HANDLE (OR HIGHEST

OPERABLE PART)
PROVIDE 4x4 BLOCKING W/
SIMPSON A34 CLIP T & B

EACH END
FLO
O

R FINISH
27" M
AX. TO

MOUNTING BRACKETS PER
SPEC
4" MAX
RADIUS
1/2"
MAX.
.
30° MAX.
30° MAX. 1 1/4" MAX.
(A)

RADIUS OF TREAD EDGE
(TYPICAL FOR ALL PROFILES)
(B)

ANGLED RISER
(C)

CURVED NOSING
(D)

BEVELED NOSING
1 1/4" MAX.
1 1/4" MAX.

CLEARANCE
8" MIN. - KNEE 6" MAX. TOE CLEARANCE
DEPTH
17" MIN.
18" TO 19"
9" M
IN.
27" M
IN.
36" M
AX. ***
* EQUIPMENT PERMITTED

IN SHADED AREA

SPOUT HEIGHT AND KNEE CLEARANCE AT DRINKING FOUNTAINS
48" MIN.
32" M
IN. C
LR
18" MIN. **

CLEAR FLOOR SPACE AT DRINKING

FOUNTAIN ALCOVES
** AT ALL ALCOVES DEEPER THAN 24" ADDITIONAL 6" MANEUVERING CLEARANCE IS REQUIRED, SEE CBC 11B-305.7
5"MAX 15" MIN.
11"MIN 9"MIN
NOTE: THE FLOW OF WATER SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM THAT IS FRONT OR SIDE MOUNTED AND LOCATED WITHIN 6" OF THE FRONT EDGE OF THE FOUNTAIN. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4" HIGH MIN. AND SHALL BE LOCATED 5"MAX FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY FROM THE FRONT. WHERE SPOUTS ARE LESS THAN 3" FROM THE FRONT THE ANGLE OF WATER SHALL BE 30 DEGREES MAX. WHERE SPOUTS ARE BETWEEN 3"-5" FROM FRONT THE ANGLE OF WATER SHALL BE 15 DEGREES MAX.
*** SPOUT HEIGHT FOR STANDING PERSONS
SHALL BE 38"HIGH MIN. AND 43"HIGH MAX.

M
AX.
2'-3"
8'-0"

IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN
ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80 INCHES
(NOMINAL DIMENSION), A BARRIER TO WARN BLIND OR
VISUALLY-IMPAIRED PERSONS SHALL BE PROVIDED.

CANE DETECTION AREA

PROTECT THIS AREA FROM

CROSS TRAFFIC

GUARDS SHALL BE LOCATED ALONG

OPEN-SIDED WALKING SURFACES,

INCLUDING MEZZANINES, EQUIPMENT

PLATFORMS, STAIRS, RAMPS, AND

LANDINGS THAT ARE LOCATED MORE
THAN 30 INCHES MEASURED VERTICALLY
TO THE FLOOR OR GRADE BELOW.
30" O
R M
O
RE
VERTIC
AL DRO
P
36" MAX.
42" M
IN.
.

A GUARD ELEVATION

GUARDS SHALL NOT

HAVE OPENINGS

WHICH ALLOW

PASSAGE OF A SPHERE
4" IN DIAMETER

ECKEFR AI
REN. 09/10/21
FEAT
ST

LF CAO I
L FEJ
C018223
.

O
AINR
ATZ
T
SNEC Y
DE CAR
THI
 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

ACCESSIBILITY

DETAILS
200702
T-5
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: 3" = 1'-0"T-5
B1 STAIR HANDRAIL
SCALE: NTST-5
A1 TURNS AROUND AN OBSTRUCTION
SCALE: NTST-5
D1 STAIRWAY TREADS, RISERS AND HANDRAIL EXTENSIONS
SCALE: 1" = 1'-0"T-5
D4 FIRE EXTINGUISHER CABINET
SCALE: NTST-5
D2 STAIR NOSINGS
SCALE: 1/2" = 1'-0"T-5
D3 DRINKING FOUNTAIN
SCALE: 1/4" = 1'-0"T-5
C2 CANE DETECTION AT OVERHEAD HAZARD
SCALE: 3/4" = 1'-0"T-5
C3 GUARD DETAIL
Not for Construction
For Council Approval
Re-Bid
1/4" THICK SOLID PLASTIC

SIGN - ATTACH W/ADHESIVE,

COLOR TO MATCH
12"
BRAILLE: GRADE 2
TEXT: 5/8" HIGH MINIMUM -2"

MAXIMUM, UPPERCASE SANSERIF
1/32" RAISED LETTERS POSITIONED

DIRECTLY BELOW PICTOGRAM BUT

NOT IN PICTOGRAM FIELD
1/4" - WIDE RAISED 1/32" (EQ

TRIANGLE OR CIRCLE AS OCCURS)
INSTALLATION: SIGNS TO BE INSTALLED SO THAT

TACTILE CHARACTERS ON SIGNS SHALL BE
LOCATED 48" MINIMUM ABOVE FINISH FLOOR

MEASURED FROM THE BASELINE OF THE LOWEST
BRAILLE CELLS AND 60" MAXIMUM ABOVE FINISH

FLOOR MEASURED FROM THE HIGHEST LINE OF
RAISED CHARACTERS.

PICTOGRAM AND TEXT SHOWN IS FOR UNISEX RESTROOM. AT MEN'S AND WOMEN'S RESTROOM ADJUST PICTOGRAM AND TEXT TO MATCH, SEE A3/T-6 EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS OF SIGNS SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH.

TEXT
INSTALLATION: 58-60" CENTERED ABOVE

FINISH FLOOR, CENTER OF DOOR
COLOR OF PICTOGRAM:

PICTOGRAMS & THEIR FIELD SHALL HAVE A
NON-GLARE FINISH. PICTOGRAMS SHALL

CONTRAST W/ THEIR FIELD W/ EITHER A LIGHT

PICTOGRAM ON A DARK FIELD OR A DARK
PICTOGRAM ON A LIGHT FIELD.
1/4" THICK SOLID PLASTIC SIGN -

ATTACH W/ADHESIVE, COLOR TO
MATCH PT-1 AT UNISEX, AT WOMEN'S

RESTROOMS
58-60"
AFF
GRADE 2 BRAILLE
NOTES:

1. 2.

CIRCLE TO CONTRAST WITH DOOR.

TRIANGLE TO CONTRAST WITH CIRCLE
6"
6"
60" MAX.

AFF
48" MIN.

AFF
.

VERTICES OF TRIANGLE SHALL BE
LOCATED 1/4" MAX FROM THE EDGE OF

THE CIRCLE ON UNISEX SIGNAGE

MEN WOMEN
12"58-60" A.F.F. TO CENTERLINE
1/4" THICK 12" EQUILATERAL

TRIANGLE COLOR TO

CONTRAST W/ DOOR
LETTERS 1/32" RAISED.

CONTRASTING W/

BACKGROUND

COLOR TO CONTRAST W/

DOOR COLOR
LETTERS 1/32" RAISED.

CONTRASTING W/ BACKGROUND.
1/4" THICK 12" DIA. COLOR TO

CONTRAST W/ DOOR
12"
1"1"
6"
6"
58-60" A.F.F. TO CENTERLINE
NOTES:

1. ALL SIGNAGE SHALL CONFORM TO CBC & ADAAG

SEE DOOR SCHEDULE FOR LOCATIONS AND TEXT
WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAF, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MINIMUM BY 18" MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL BE LOCATED AT THE ENTRANCE TO, AND OUTSIDE OF THE ROOM OR SPACE. WHERE PROVIDED, SIGNS IDENTIFYING EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN APPROACHED IN THE DIRECTION OF EGRESS TRAVEL.

2. 3.

TOILET
ROOM

SIGNAGE

B DOOR MOUNTED SIGNSA WALL MOUNTED SIGNS
ACTIVE
LEAF
ACTIVE
LEAF
ACTIVE
LEAF
58"-60" TO
C

ENTERLINE
.

REQUIRED AT SIGN
18" WIDE x 18" DEEP

CLEAR FLOOR SPACE
SIGN
.

SIGN

REQUIRED AT SIGN
18" WIDE x 18" DEEP

CLEAR FLOOR SPACE
.

B.O
. BRAILLE
48" M
IN TO
TO

P LINE O
F TEXT
60" M
AX TO
B.O
.

ROOM
NAME
ROOM
NAME
ROOM
NAME
B.O
. BRAILLE
48" M
IN TO
TO

P LINE O
F TEXT
60" M
AX TO
B.O
.
(A) SYMBOL PROPORTIONS (B) DISPLAY CONDITIONS
6".
6".

NOTE: PROVIDE ACCESSIBILITY SIGN AT ALL ACCESSIBLE ENTRANCE DOORS

THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE COLOR NO.15090 IN FEDERAL STANDARD 595C.

WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND FUNCTIONAL SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITH THE FOLLOWING:

1. FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.

CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.

2. PROPORTIONS. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MINIMUM TO 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I".

3. CHARACTER HEIGHT. MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE 11B-703.5.5. VIEWING

DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER "I". SEE
T-6
C4

HEIGHT TO FINISH

FLOOR OR GROUND

FROM BASELINE OF

CHARACTER

HORIZONTAL

VIEWING

DISTANCE

MINIMUM

CHARACTER
HEIGHT
40 INCHES TO

LESS THAN OR

EQUAL TO
70 INCHES

GREATER THAN
70 INCHES TO

LESS THAN OR

EQUAL TO
120 INCHES

GREATER THAN
120 INCHES
LESS THAN 72 INCHES
LESS THAN 180 INCHES
LESS THAN 21 FEET
72 INCHES

AND GREATER
180 INCHES

AND GREATER
21 FEET

AND GREATER
5/8 INCH
5/8 INCH PLUS
1/8 INCH PER FOOT

OF VIEWING
DISTANCE ABOVE 72
INCHES
2 INCHES
2 INCHES PLUS
1/8 INCH PER FOOT

OF VIEWING
DISTANCE ABOVE 180
INCHES
3 INCHES
3 INCHES PLUS
1/8 INCH PER FOOT

OF VIEWING
DISTANCE ABOVE 21
FEET
NOTE: THE MINIMUM HEIGHT IS
M

EASURED USING AN
UPPERCASE LETTER "I". LOWER

CASE CHARACTERS ARE
PERMITTED. VIEWING DISTANCE

SHALL BE MEASURED AS THE

HORIZONTAL DISTANCE

BETWEEN THE CHARACTER AND

AN OBSTRUCTION PREVENTING

FURTHER APPROACH TOWARDS
THE SIGN.

WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES OF A BUILDING, THEY SHALL COMPLY WITH THE FOLLOWING:

1. FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS

SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.

2. PROPORTIONS. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WID TH OF THE UPPERCASE LETTER "O" IS 60
PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I".

3. RAISED CHARACTERS AND PICTOGRAM SYMBOL SIGNS. WHEN RAISED CHARACTERS ARE REQUIRED OR WHEN

PICTORIAL SYMBOLS (PICTOGRAMS) ARE USED ON SUCH SIGNS, THEY SHALL CONFORM TO THE FOLLOWING:

A. CHARACTER STYLE. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT B E ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS.

B. CHARACTER HEIGHT. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELIN E OF THE CHARACTER SHALL BE 5/8” MIN. AND 2” MAX. BASED ON THE HEIGHT OF THE UPPERCASE LETTER “I”.

C. PICTORIAL SYMBOLS. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6" MIN. CHARA

CTERS AND
BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD.

D. CHARACTER PLACEMENT. BRAILLE SHALL BE POSITIONED BELOW CORRESPONDING TEXT I N A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW ENTIRE TEXT, AND SEPARATED 3/8" MIN. AND 1/2" MAX. FROM ANY OTHER TACTILE CHARACTERS AND 3/8" MIN. FROM RAISED BORDERS AND DECORATIVE ELEMENTS.

4. BRAILLE. CONTRACTED GRADE 2 BRAILLE SHALL BE PLACED A MIN. OF 3 /8" AND A MAX. OF 1/2" DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. WHEN TACTILE TEXT IS MULTILINED, ALL BRAILLE IS PLACED BELOW ALL LINES OF TACTILE TEXT. DOTS SHALL BE 1/10" ON CENTER IN EACH CELL WITH 3/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED 0.025" MIN.- 0.037"MAX. ABOVE THE BACKGROUND. BRAILLE DOTS SHALL BE DOMED OR ROUNDED. THE

INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS.

5. MOUNTING LOCATION AND HEIGHT . SIGNS TO BE MOUNTED ON WALL ADJACENT TO THE LATCH S IDE OF THE DOOR.

MOUNTING HEIGHT TO BE 48" MINIMUM FROM THE BASELINE OF THE LOWEST BRAILLE CELLS TO 60" MAXIMUM AFF TO THE HIGHEST LINE OF RAISED CHARACTERS. SIGNS TO BE MOUNTED SO AS TO AVOID THE SWING OF A DOOR OR PROTRUDING OBJECT. SEE
T-6
B-3

WHEN SIGNS IDENTIFY, DIRECT TO, OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURES OF A B

UILDING OR SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY AND SHALL COMPLY WITH THE FOLLOWING:

1. FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.

CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.

2. SYMBOLS OF ACCESSIBILITY. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. (2016 CBC SEC. 11B-703.7.2.1). SEE SYMBOL ON
T-6
B2

TACTILE LETTERS

BRAILLE

EXIT ROUTE

BACK PAINT
1/4" THICK CLEAR ACRYLIC,

BACKPAINTED
3"
6"
3"
1" TYP
6"
PT
1 PT
3 PT
1 LEFT JUSTIFY SIGN TEXT AND BRAILLE

FOR ADDITIONAL IDENTIFICATION SIGNAGE

REQUIREMENTS, REFERENCE
T-6
C1
TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS:

1. EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD, " EXIT".

2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE:

A. "EXIT STAIR DOWN" B. " EXIT RAMP DOWN"
C. "E
XIT STAIR UP" D. "EXIT RAMP UP"

3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, " EXIT ROUTE".

4. EACH EXIT ACCESS DOOR FROM AND INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, " EXIT ROUTE".

5. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, "TO EXIT ".

6. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM AND 1/2 INCH (12.7 MM) MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS.

EXIT
1" TYP.
100
NOTES:

1. REFER TO DOOR SCHEDULE FOR SIGN LOCATION AND VERBIAGE. VERIFY ALL TEXT WITH OWNER PRIOR TO FABRICATION.

2. REFER TO SIGNAGE DETAIL ON ARCHITECTURAL SHEETS FOR SPECIFIC SIGN DESIGN, COLORS AND FINISHES.

AS REQ
UIRED
HEIG
HT

LENGTH AS REQUIRED
.

CORRESPONDING

GRADE II BRAILLE

LETTERS AND NUMERALS SHALL
BE RAISED 1/32" MINIMUM,

UPPER CASE, SAN SERIF TYPE

AND SHALL BE ACCOMPANIED
WITH GRADE II BRAILLE.

RAISED CHARACTERS SHALL BE
AT LEAST 5/8" HIGH, BUT NO
HIGHER THAN 2"

FOR OTHER IDENTIFICATION SIGNAGE REQUIREMENTS, SEE
T-6
C1

ECKEFR AI
REN. 09/10/21
FEAT
ST

LF CAO I
L FEJ
C018223
.

O
AINR
ATZ
T
SNEC Y
DE CAR
THI
 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

SIGNAGE

ACCESSIBILITY

DETAILS
200702
T-6
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: 1 1/2" = 1'-0"T-6
A1 RESTROOM SIGNAGE
SCALE: 1 1/2" = 1'-0"T-6
A3 DOOR MOUNTED TOILET ROOM SIGNAGE
SCALE: 1/4" = 1'-0"T-6
B3 SIGNAGE DETAIL
SCALE: NTST-6
B2 INTERNATIONAL SYMBOL OF ACCESSIBILTY SIGNAGE
SCALE: NTST-6
C2 DIRECTIONAL AND INFORMATIONAL SIGNS
SCALE: NTST-6
C4 VISUAL CHARACTER HEIGHT TABLE
SCALE: NTST-6
C1 IDENTIFICATION SIGNS
SCALE: NTST-6
C3 ACCESSIBILITY SIGNS
SCALE: 3" = 1'-0"T-6
D3 TACTILE EXIT SIGNS
SCALE: 1 1/2" = 1'-0"T-6
D4 ROOM IDENTIFICATION SIGNAGE
Not for Construction
For Council Approval
Re-Bid
1 10
10% MAX.
48" MIN.
2% MAX.

8.33% MAX.
.
48" MIN.

NOTE: SLOPE OF LANDING AREA DOES NOT
EXCEED 2% IN ANY DIRECTION

WALL OR OTHER OBSTRUCTION
NOTES:

1. THE CROSS SLOPE OF CURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48 MAXIMUM.

2. FINISHED SURFACE OF RAMP IS STABLE, FIRM, AND SLIP RESISTANT.

3. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES.

COUNTER SLOPES SHALL NOT BE STEEPER THAN 1:20 WITHIN 24" OF CURB RAMP.

4. DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION OF THE RAMP. DETECTABLE WARNINGS SHALL EXTEND 36" IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE RAMP RUN (EXCLUDING

FLARED SIDES) SEE
NOTE: COUNTER SLOPES

OF ADJOINING GUTTERS
& ROAD SURFACES

ADJACENT TO AND
WITHIN 24" OF A CURB

RAMP SHALL NOT BE
STEEPER THAN 1:20
T-7
B1
8" MAX
6"MIN
48" MIN.

WALL OR
OTHER

OBSTRUCTION
48" MIN.
.

8.33% MAX
.

8.33% MAX
NOTE: SLOPE OF

LANDING AREAS DO NOT
EXCEED 2% IN ANY

DIRECTION
NOTE: SURFACE WILL REQUIRE 36" SECTION OF

TRUNCATED DOMES IF FLAT TRAVEL SURFACE
A

DJOINS VEHICULAR TRAFFIC WAY, SEE
60" MIN. RECOMMENDED
48" MIN. REQ'D
NOTES:

1. THE CROSS SLOPE OF CURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48 MAXIMUM.

2. FINISHED SURFACE OF RAMP IS STABLE, FIRM, AND SLIP RESISTANT.

3. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES.

COUNTER SLOPES SHALL NOT BE STEEPER THAN 1:20 WITHIN 24" OF CURB RAMP.

NOTE: COUNTER SLOPES OF

ADJOINING GUTTERS &

ROAD SURFACES ADJACENT
TO AND WITHIN 24" OF

CURB RAMP SHALL NOT BE
STEEPER THAN 1:20
T-7
B1
72" MIN. SEE NOTE 2 60" MIN. SEE NOTE 2
SEE NOTE 160" MIN.
60" MIN.
60" MIN.

TOP

LANDING

INTERMEDIATE LEVEL LANDING

BOTTOM LEVEL LANDING
NOTE 2: MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARY NOTE 3: RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 NOTE 4: CROSS SLOPE OF RAMPS SHALL NOT BE STEEPER THAN 1:48 NOTE 5: LANDINGS SHALL COMPLY W/ SECTION 11B-405.7 &11B-302. CHANGES IN LEVEL ARE NOT PERMITTED.

STRAIGHT RAMP RUN
72" MIN.

NOTE 2
SEE 60" MIN.

NOTE 2
SEE
SEE NOTE 160" MIN.
60" MIN.
60" MIN.

TOP

LANDING
.
48" MIN.

INTERMEDIATE LEVEL LANDING

INTERMEDIATE TURNING SPACE/LANDING

RAMP WITH TURNING PLATFORM
(WHEN DIRECTION OF RAMP CHANGES 30 DEGREES OR MORE)
NOTE 7: RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING 72" MINIMUM BY 72" MINIMUM.
72" MIN.
60" MIN.SEE NOTE 160" MIN.

SEE NOTE 2
72" MIN.
72" MIN.

RAMP WITH INTERMEDIATE SWITCH-BACK PLATFORM
CLR.
48" MIN
CLR.
48" MIN
CLR
48" MIN
NOTE 6: A CURB, 2" HIGH MINIMUM, OR A BARRIER SHALL BE PROVIDED THAT PREVENTS PASSAGE OF A 4" DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE IS WITHIN 4" OF THE FINISH FLOOR OR GROUND SURFACE. TO PREVENT WHEEL ENTRAPMENT, THE CURB OR BARRIER

SHALL PROVIDE A CONTINUOUS AND UNINTERRUPTED BARRIER ALONG THE LENGTH OF THE RAMP.

NOTE 1: WHERE DOORS ARE LOCATED ADJACENT TO A RAMP LANDING,

MANEUVERING CLEARANCES REQUIRED SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. DOORS WHEN FULLY OPEN SHALL NOT REDUCE THE REQUIRED RAMP LANDING WIDTH BY MORE THAN 3". DOORS IN ANY POSITION, SHALL NOT REDUCE THE MIN. DIMENSION OF THE RAMP LANDING TO LESS THAN 42"
SEE B4/T-7 FOR RAMP HANDRAIL
60" MIN
NOTE 1: DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A BASE DIAMETER OF 0.9" MIN-0.92" MAX, TAPERING TO 0.45" MIN-0.47" MAX AT THE TOP, A HEIGHT OF 0.2" AND A CENTER TO CENTER SPACING OF 2.3" MIN-2.4" MAX AND A BASE TO BASE SPACING OF 0.65" MIN MEASURED BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID.

CENTER TO CENTER SPACING OF 1.6" MIN AND 2.4" MAX ACCEPTABLE FOR DOMES IN RADIAL PATTERN.

NOTE 2: THE DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, WHETHER LIGHT ON DARK OR DARK ON LIGHT AND 70% MINIMUM WITH ADJACENT WALKING SURFACES. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. CONTRAST SHALL BE DETERMINED BY: CONTRAST=[(B1-B2)/B1] X 100 PERCENT WHERE B1= LIGHT REFLECTANCE VALUE OF THE LIGHTER AREA, AND B2 = LIGHT REFLECTANCE VALUE OF THE DARKER AREA.
.65"
MIN
APART

2.3" - 2.4"
APART
2 .3" - 2.4"

AT BASE
0 .9"-0.92"
AT TOP
.
45"-.47"
AA

TYPICAL PLAN

TYPICAL PLAN SECTION A-A
. 0.2" HT.

TAPERED EDGES

WHERE EXPOSED
NOTE 3: IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE

WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR

OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR

AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WIDE.

NOTE 4: DETECTABLE WARNING SURFACES SHALL BE YELLOW
CONFORMING TO FS33538 OF FEDERAL STANDARD 595C.

NOTE 5: DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36 INCHES (914 MM) IN THE DIRECTION OF TRAVEL. DETECTABLE
WARNINGS SHALL EXTEND THE FULL WIDTH OF THE RAMP RUN LESS 2 INCHES (51 MM) MAXIMUM ON EACH SIDE, EXCLUDING ANY FLARED SIDES. DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE CURB IS 6 INCHES (152 MM) MINIMUM AND 8 INCHES (203 MM) MAXIMUM FROM THE LINE AT THE FACE OF THE CURB

MARKING THE TRANSITION BETWEEN THE CURB AND THE GUTTER, STREET OR HIGHWAY.
.

ACCESSIBLE ROUTE

FEDERAL BLUE

FEDERAL WHITE

SIGN TO BE REFLECTIVE

CONFIRM DIRECTION

WITH ARCHITECT
6"
REFERENCE FOR ADDITIONAL IDENTIFICATION SIGNAGE REQUIREMENTS.

T-6
C3
34"-38" M
AX.
27" M
AX.
12" MIN.

EXTENSION AT BOTTOM OF RUN
34"-38" M
AX.
27" M
AX.

EXTENSION AT TOP OF RUN
NOTES:

HANDRAILS TO BE PROVIDED AT EACH RAMP RUN. HANDRAILS SHALL RETURN SMOOTHLY TO GUARD,

WALL OR LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. ALL SURFACES SHALL BE SLIP-RESISTANT.
34"-38" M
AX
34"-38" M
AX
12"MIN.

ECKEFR AI
REN. 09/10/21
FEAT
ST

LF CAO I
L FEJ
C018223
.

O
AINR
ATZ
T
SNEC Y
DE CAR
THI
 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
SITE

ACCESSIBILITY

DETAILS
200702
T-7
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: N.T.S.T-7
A4 STANDARD CURB-CUT RAMP
SCALE: N.T.S.T-7
A3 STANDARD IN-LINE CURB RAMP
SCALE: N.T.S.T-7
A1 RAMP DETAILS
SCALE: NONET-7
B1 DETECTABLE WARNING DETAIL
SCALE: 3" = 1'-0"T-7
D4 ACCESSIBLE ROUTE SIGN
SCALE: NTST-7
B4 RAMP HANDRAILS AND HANDRAIL EXTENSIONS
Not for Construction
For Council Approval
Re-Bid

D STREET

VERNON STREET
4TH STREET

EXISTING CONDITION NOTES
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
200577
CM
CM
MM

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800
www.bkf.com

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED
SCOPE

SUBMITTAL
12/14/22
ABBREVIATIONS:SHEET INDEX:

C1.0

EXISTING

CONDITIONS
LEGEND:

Not for Construction
For Council Approval
Re-Bid

DEMOLITION ITEMS

PROTECTION ITEMS

D STREET

VERNON STREET
4TH STREET

DEMOLITION NOTES
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
200577
CM
CM
MM

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800
www.bkf.com

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED
SCOPE

SUBMITTAL
12/14/22
C2.0

DEMOLITION
PLAN
Not for Construction
For Council Approval
Re-Bid

SURFACE IMPROVEMENTS LEGEND

SURFACE IMPROVEMENTS NOTES

D STREET

VERNON STREET
4TH STREET
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
200577
CM
CM
MM

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800
www.bkf.com

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED
SCOPE

SUBMITTAL
12/14/22
C3.0

SURFACE

IMPROVEMENTS
PLAN
Not for Construction
For Council Approval
Re-Bid

D STREET

VERNON STREET
4TH STREET

GRADING NOTES
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
200577
CM
CM
MM

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800
www.bkf.com

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED
SCOPE

SUBMITTAL
12/14/22
C4.0

GRADING PLAN

AND DRAINAGE

GRADING ENLARGEMENT A
Not for Construction
For Council Approval
Re-Bid
1 3
3 3
11 3
3 2 3
3 2
2 2
2 1

D STREET

VERNON STREET
4TH STREET
LEGEND
EROSION CONTROL NOTES:

LOCATION OF CONSTRUCTION ACTIVITIES IS PRELIMINARY AND SHALL BE

SUPERSEDED BY FINALIZED CONSTRUCTION ACTIVITY LOCATIONS, SHOWN/UPDATED BY CONTRACTOR.

FIBER ROLL21 STORM DRAIN INLET PROTECTION

DRAINAGE INLET GRAVELBAG SEDIMENT BARRIER

CURB INLET SEDIMENT BARRIER - CONTINUOUS GRADE

CURB INLET SEDIMENT BARRIER - SUMP
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
200577
CM
CM
MM

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800
www.bkf.com

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED
SCOPE

SUBMITTAL
12/14/22
C5.0

EROSION

CONTROL
PLAN
Not for Construction
For Council Approval
Re-Bid
3 THICKENED EDGE 4 CONCRETE CONFORM

PROFILE ELEVATION VIEW

SECTION VIEW
2 PEDESTRIAN RAMP WITH HANDRAILS

SECTION A-A

SECTION B-B

ISOMETRIC VIEW
1 DRAIN THROUGH WALKWAY
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

NOT FOR

CONSTRUCTION
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com
200577
CM
CM
MM

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

BKF ENGINEERS
980 9TH STREET
SUITE 2300
SACRAMENTO, CA 95814
(916) 556-5800
www.bkf.com

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED
SCOPE

SUBMITTAL
12/14/22
C6.0

DETAILS
Not for Construction
For Council Approval
Re-Bid
132 SF
101
300
1 B

STORAGE
398 SF
102
50 8
B

WOMEN'S

SHOWER /

CHANGING
184 SF
104
300
1 B

STORAGE
156 SF
108
300
1 B

EQUIPMENT

ENTRY VESTIBULE
107
107 SF
112
300
1 B

STORAGE
160 SF
105
100
2 B

OFFICE /

LIFEGUARD
157 SF
106
50 3
B
BREAK
ROOM
HWH
103
HWH
110
B
310 SF
111
50 7
B
MEN'S

SHOWER /

CHANGING

WOMEN'S

RESTROOM
102
O.L. = 9 OCC

1.8" EXIT WIDTH REQUIRED
36" EXIT WIDTH PROVIDED
TRAVEL DISTANCE = 56'
O.L. = 6 OCC

1.2" EXIT WIDTH REQUIRED
36" EXIT WIDTH PROVIDED
TRAVEL DISTANCE = 26'
O.L. = 8 OCC

1.6" EXIT WIDTH REQUIRED
36" EXIT WIDTH PROVIDED
TRAVEL DISTANCE = 57'
SEE A1.1 FOR EGRESS

CALCULATIONS
056
056
FE
CLOSET
109

1. 2.

GRADE LEVELS AREAS DESIGNATED AS EXIT DISCHARGE

COMPONENTS FOR BUILDING SHALL BE PERMANENTLY MAINTAINED,

SUCH AREAS SHALL NOT BE DEVELOPED OR OTHERWISE ALTERED IN

THEIR CAPACITY TO PROVIDE CONTINUOUS, UNOBSTRUCTED AND
UNDIMINISHED MEANS OF EGRESS FOR THE BUILDING OCCUPANT. IF

SUCH AREAS ARE SOLD INDEPENDENT OF THE BUILDING THEY SERVE,

AN EXIT DISCHARGE COMPLYING WITH THE REQUIREMENTS OF
SECTION 1006 SHALL BE PROVIDED FOR THE BUILDING.

DOORS IN THE MEANS OF EGRESS SYSTEM TO BE OPERABLE FROM THE

INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR
EFFORT.

NEW 2x4 WOOD FRAMED WALL
NEW 2x6 WOOD FRAMED WALL
EXISTING 8" CMU WALL TO REMAIN

EXISTING WOOD FRAMED WALL TO REMAIN
NEW 2x6 METAL STUD WALL

EXIT SIGN, SEE ELECTRICAL DRAWINGS

AND TACTILE EXIT SIGN

PATH OF TRAVEL

FE FIRE EXTINGUISHER
XXX
XXX
XXX
XXX
XXX
ROOM #

OCCUPANCY
NET SQ. FT.

OCC. LOAD FACTOR

OCCUPANTS
2 EXITS REQUIRED PER 1006.3.2 OF 2019 CBC
* OCCUPANT LOAD IS ZERO BASED ON BEING AN ACCESSORY USE TO

OCCUPIED ROOMS
** CALCULATED PER 3116B.2 OF 2019 CBC
*** MEASURE 4'-0" FRPM POOL PER 3114B OF 2019 CBC
**** TOTAL OCCUPANT LOAD USED FOR EGRESS PURPOSES ONLY

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Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

EGRESS PLAN
200702
A0.1
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: 1/8" = 1'-0"A0.1
D1 FIRST FLOOR EGRESS PLAN
ROOM
N
UMBER
ROOM
NAME SQ. FT.

LOAD
FACTOR OCCUP. CLASS
101 STORAGE 132 SF 300 1 B
102 WOMEN'S

SHOWER /

CHANGING
398 SF 50 8 B
102 WOMEN'S

RESTROOM
192 SF B
103 HWH 17 SF B
104 STORAGE 184 SF 300 1 B
105 OFFICE /

LIFEGUARD
160 SF 100 2 B
106 BREAK ROOM 157 SF 50 4 B
107 ENTRY

VESTIBULE
174 SF B
108 EQUIPMENT 156 SF 300 1 B
109 CLOSET 23 SF B
110 HWH 17 SF B
111 MEN'S SHOWER
/ CHANGING
310 SF 50 7 B
111 MEN'S

RESTROOM
268 SF B
112 STORAGE 107 SF 300 1 B

TOTAL POOL HOUSE
OCCUPANTS 2297 SF 25

OCCUPANCY LOAD CALC

EGRESS NOTES

WALL LEGEND

EGRESS LEGEND
* *
* *
* *
* *
* *
* *

CONSTRUCTION NOTES
056 PROVIDE SIGN AT EXIT DOOR THAT IS READILY VISIBLE, DURABLE, ADJACENT TO EXIT DOOR THAT SAYS "THIS DOOR SHALL REMAIN UNLOCKED WHEN SPACE IS OCCUPIED"
POOL OCCUPANTS 4,250 SF 15 284** B
DECK OCCUPANTS 1,331 SF 15 89*** B
BLEACHER OCCUPANTS 1,080 LIN
INCH
1 OCC /
18 INCH
60 B

TOTAL OCCUPANTS
458****
Not for Construction
For Council Approval
Re-Bid

VERNON STREET

D STREET
4TH STREET

POOL HOUSE
(E) MECHANICAL
(E) STOR.

POOL
POOL
DECK
002 102
229 OCCUPANTS
126' TRAVEL DISTANCE

45.8" EXIT WIDTH REQR.
48" EXIT WIDTH PROVIDED
003
004
229 OCCUPANTS
191' TRAVEL DISTANCE

45.8" EXIT WIDTH REQR.
48" EXIT WIDTH PROVIDED
032
029
027
104
008
111
V.I.F.
111
(E) CONCRETE PAVING, SEE CIVIL
(E) LANDSCAPING, SEE CIVIL

ACCESSIBLE PATH OF TRAVEL

EXIT PATH TRAVEL DISTANCE

LIMIT OF WORK

1. 2.

GRADE LEVELS AREAS DESIGNATED AS EXIT DISCHARGE

COMPONENTS FOR BUILDING SHALL BE PERMANENTLY MAINTAINED,

SUCH AREAS SHALL NOT BE DEVELOPED OR OTHERWISE ALTERED IN

THEIR CAPACITY TO PROVIDE CONTINUOUS, UNOBSTRUCTED AND
UNDIMINISHED MEANS OF EGRESS FOR THE BUILDING OCCUPANT. IF

SUCH AREAS ARE SOLD INDEPENDENT OF THE BUILDING THEY SERVE,

AN EXIT DISCHARGE COMPLYING WITH THE REQUIREMENTS OF
SECTION 1006 SHALL BE PROVIDED FOR THE BUILDING.

DOORS IN THE MEANS OF EGRESS SYSTEM TO BE OPERABLE FROM THE

INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR
EFFORT.

1. 2.

3. 4.

5. VERIFY THAT ALL CONCRETE AT DOORWAYS SLOPE AWAY FROM THE BUILDING TO PROVIDE POSITIVE DRAINAGE.

DIMENSIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY.

REFER TO CIVIL DRAWINGS FOR LOCATION COORDINATES.

ACCESSIBLE ROUTE FROM PARKING + PUBLIC R.O.W. AND

ACCESSIBLE PATH OF TRAVEL TO PUBLIC AMENITIES SHALL NOT EXCEED 1.5% CROSS SLOPE AND SHALL HAVE MAX. SLOPE IN THE DIRECTION OF TRAVEL OF LESS THAN 4.5%.

SEE CIVIL DRAWINGS FOR SPOT ELEVATIONS ON WALKS AND
SIDEWALKS.

SEE CIVIL DRAWINGS FOR ALL SLOPES, 2.0% MAX. SLOPE IN ANY DIRECTION FOR ACCESSIBLE PATH.

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Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

SITE PLAN
200702
A1.1
JB
MK
SC/KG

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: 1" = 20'-0"A1.1
D1 SITE PLAN

CONSTRUCTION NOTES
0 02 LIMIT OF WORK
003 EXISTING CONCRETE ENTRY STAIRS TO REMAIN
004 EXISTING ACCESSIBLE PARKING SPACE TO REMAIN
008 FUTURE GATE REPLACEMENT: REMOVE (E) GATE AND REPLACE WITH (N) 48" WIDE EXIT GATE WITH PANIC HARDWARE, SEE C1/A1.2 FOR DETAILS 027 EXISTING POOL SLIDE TO REMAIN
029 EXISTING PICNIC AREA TO REMAIN
032 EXISTING BLEACHERS TO REMAIN
102 EXISTING ACCESSIBLE CONCRETE RAMP TO REMAIN
104 FUTURE FENCE INFILL: REMOVE EXISTING GATES AND INFILL WITH NEW FENCING TO MATCH EXISTING, SEE C3/A1.2
111 FUTURE RAMP 1:12 SLOPE, SEE CIVIL DRAWINGS
LEGEND

EGRESS NOTES
NOTES
Not for Construction
For Council Approval
Re-Bid
V.I.F.
7'-5"
2 1/2" X 2 1/2" POST AT
FENCE, TYP.
3/4" X 3/4" SQ. STEEL
PICKETS, TYP.

EQUAL
8' MAX.
0'-2" CLR.
1 1/2" X 1 1/2" RAIL
T&B, TYP. AT FENCE
EQUAL

PRESSED STEEL POST CAP AT
EACH POST, TYP.

T.O. GRADE

SPIKED ENDS
CONCRETE PIER, SEE C1/A1.2
TYP.3/16TYP.1/8
TYP.3/16
1'-6"
3'-6"
0'-3"0'-3"
#4 BAR, TOTAL (4)
#3 TIES, TOTAL (3)
18" DIAM. CONC. FOOTING
TYP.
0'-4" 2'-10" 0'-4"
3'-6"3'-6"
POWDER COATED PERF. METAL

PANELS SECURELY ATTACHED TO

INSIDE (PANIC BAR SIDE) OF

GATE AND FENCE
V.I.F.
7'-5"

PANIC BAR
POWDER COATED PERF. METAL

PANELS TO MATCH EXISTING

ATTACHED TO THE INSIDE
SURFACE OF FENCE - EXTEND 18"

FROM GATE POST

INFILL NEW STEEL PICKET FENCE TO

MATCH EXISTING AT THE AREA OF

FENCE/GATE MODIFICATION
4X4X1/8 TUBE STEEL WITH SOLID

CAP AT TOP
L 2 1/2X 2 1/2X1/4X3" W/(2) 5/8" d.

ANTI-THEFT SCURITY THRU-BOLT
4X2X1/8" TUBE STEEL

REMOVABLE MULLION
1'-6"1'-0"
0'-10"
3'-6"
0'-3" 0'-3" 2'-9" 0'-4"

EXISTING POOL

EQUIPMENT BUILDING

PICKETS TO MATCH EXISTING GATES
EXIT
CLOSER

EXIT SIGN

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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

SITE DETAILS
200702
A1.2
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: 1" = 1'-0"A1.2
C3 FUTURE FENCE INFILL N.I.C.

SCALE: 1" = 1'-0"A1.2
C1 FUTURE GATE REPLACEMENT N.I.C.

Not for Construction
For Council Approval
Re-Bid
A3.1
A3
A3.1
C1
A3.1
A1
A3.1
B1

STORAGE
101

WOMEN'S SHOWER
/ CHANGING
102
HWH
103

STORAGE
104

OFFICE /

LIFEGUARD
105

BREAK ROOM
106

ENTRY VESTIBULE
107
HWH
110

STORAGE
112
A5.2
C1
A5.1
D1
902
903
903
A4.1
B1
A4.1
B1
A4.1
D1
A4.1
D1
A4.1
D3
A4.1
D3
TYP.
202

EQUIPMENT
108
101A
103A
102A
102B
106A
E107A
E107B
108A
111A
111B
110A
112A
105A
9041
3 3
3 11
3 3
2 3
3 WOMEN'S

RESTROOM
102

MEN'S SHOWER /

CHANGING
111
1 ADDITIVE ALTERNATE #1 - REMOVE EXISTING

OVERHEAD DOORS AND REPLACE WITH

OVERHEAD COILING DOORS
051
106B
A5.2
D1
037 037
037
2 649649
925
2 2
064 215
2 1
CLOSET
109

MEN'S RESTROOM
111
104A
104B
109A927
D01
D02
D03
TYP.

D03
TYP.

D04
TYP.

D05
TYP.

D31
D31
D06
D06
D06
D07
D08
TYP.

D12
TYP.

D14
TYP.

D16
TYP.

D17
TYP.

D17 D24
TYP.

D25
TYP.

D25
D10
D12
D10
D12
D06
D11
TYP.

D11
D11
D27
D28
D01
D08
D31
TYP.

D31
D31
D31
TYP.

D32
D32
NEW 2x4 WOOD FRAMED WALL
NEW 2x6 WOOD FRAMED WALL
EXISTING 8" CMU WALL TO REMAIN

EXISTING WOOD FRAMED WALL TO REMAIN
NEW 2x6 METAL STUD WALL
EXISTING 8" CMU WALL TO REMAIN

EXISTING WOOD FRAMED WALL TO REMAIN
EXISTING 8" CMU WALL TO BE REMOVED
EXISTING 2x4 WOOD FRAMED WALL BE

REMOVED

EXISTING CONCRETE SLAB TO BE REMOVED

1. 2.

3. 4.

5. SEE A2.2 FOR DIMENSION PLAN

SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION
SEE A2.3 FOR REFLECTED CEILING PLAN
SEE A4.2 FOR WALL TYPES
SEE A6.1 FOR ROOM FINISH SCHEDULE & DOOR SCHEDULE

1. 2.

3. 4.

5. 6.

PERFORM ALL DEMOLITION SO THAT THE EXISTING CONSTRUCTION THAT WILL REMAIN IS UNDAMAGED.

EXTENT OF REMOVAL AS INDICATED IS APPROXIMATE. CONTRACTOR

SHALL VERIFY THE EXTENT OF REMOVAL WORK TO PROPERLY
ACCOMMODATE THE CONSTRUCTION METHOD. ADDITIONAL

REMOVAL AND PATCHING REQUIRED TO ACCOMMODATE NEW
CONSTRUCTION SHALL BE CONSIDERED INCIDENTAL TO NEW WORK.

ALL DIMENSIONS SHOWN SHALL BE FIELD VERIFIED BY THE
CONTRACTOR.

SEE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR ADDITIONAL REQUIREMENTS.

EXTENT OF SAWCUTTING OF THE CONCRETE SLAB ON GRADE AND
EXCAVATION IS SHOWN SCHEMATICALLY. THE CONTRACTOR SHALL

DETERMINE THE ACTUAL EXTENT OF SAWCUTTING AND EXCAVATION REQUIRED TO ACCOMMODATE THE NEW WORK.

CONTRACTOR SHALL PROTECT ALL AREAS OF THE SITE THAT WILL BE

AFFECTED BY THE WORK PRIOR TO SAWCUTTING, TRENCHING,
EXCAVATING, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO ANY EXISTING INFRASTRUCTURE.

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Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

FLOOR PLAN &

DEMO FLOOR
PLAN
200702
A2.1
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: 1/8" = 1'-0"A2.1
B1 FLOOR PLAN
SCALE: 1/8" = 1'-0"A2.1
D1 DEMO FLOOR PLAN

WALL LEGEND

CONSTRUCTION NOTES
037 EXISTING EXTERIOR SHOWER HEAD TO REMAIN
051 REPLACE CONCRETE AT DOOR THRESHOLD AREA TO CREATE A 60"X60" LEVEL LANDING (SLOPE MAX 2% AWAY FROM BUILDING UNTIL IT MEETS EXISTING CONCRETE DECK). LANDING TO HAVE 1/2" MAX DROP FROM TOP OF THRESHOLD. SEE DETAIL B4/A7.1
064 5'X5' LEVEL LANDING
202 REPAIR CRACKS IN CONCRETE SLAB/PREP FOR NEW EPOXY
215 NEW CONCRETE, SEE CIVIL
649 ADD WOOD SIDING TO MATCH EXISTING
902 EXISTING DRINKING FOUNTAIN, SEE PLUMBING DRAWINGS
903 EXISTING HOT WATER HEATER, SEE PLUMBING DRAWINGS
904 EXISTING ELECTRICAL PANEL TO REMAIN
925 PANEL - EXISTING TO REMAIN
927 MOP SINK, SEE PLUMBING DRAWINGS

DEMOLITION NOTES
D01 DEMO SPALLED & CRACKED CONCRETE AT DOOR THRESHOLD, SEE CIVIL D02 DEMO 6" TALL CURB
D03 DEMO TOILET PARTITIONS
D04 DEMO SHOWER STALL PARTITIONS
D05 DEMO CHANGING STALL PARTITIONS
D06 DEMO DOORS AND FRAMES
D07 DEMO WINDOW & METAL WINDOW GRATE. VERIFY EXTENT WITH OWNER D08 DEMO OVERHEAD COILING DOOR FOR BID ALTERNATE #1
D10 DEMO COUNTERTOP
D11 DEMO HIGH PERFORMANCE EPOXY FLOORING
D12 SEE PLUMBING FOR PLUMBING DEMOLITION
D14 SEE ELECTRICAL FOR ELECTRICAL DEMOLITION
D16 DEMO BENCHES
D17 DEMO TOILET ROOM/SHOWER ROOM ACCESSORIES
D24 DEMO PARTITION
D25 DEMO TOILETS, URINALS, SINKS, COUNTERS, AND SHOWERHEADS D27 REMOVE PORTION OF CMU WALL TO PROVIDE CLEAN, SMOOTH EDGE D28 EXISTING CABINET TO REMAIN
D31 DEMO EXISTING DOOR. EXISTING DOOR FRAME TO REMAIN, PROTECT IN PLACE
D32 SAWCUT AND REMOVE PORTION OF SLAB

DEMO WALL LEGEND

FLOOR PLAN NOTES

DEMOLITION PLAN NOTES
Not for Construction
For Council Approval
Re-Bid

STORAGE
101

WOMEN'S SHOWER
/ CHANGING
102
HWH
103 STORAGE
104

OFFICE /

LIFEGUARD
105

BREAK ROOM
106

ENTRY VESTIBULE
107

EQUIPMENT
108
HWH
110

STORAGE
112
5'-4 1/2" 0'-9" 13'-9" 18'-4"
5'-5"
18'-6"
+/- 45'-7"
+/- 8'-0"
+/- 3'-6"
5'-0"
+/- 4'-0"
+/- 7'-6" +/- 13'-5" +/- 3'-6" +/- 21'-6" +/- 3'-2" +/- 13'-10" +/- 7'-10" +/- 45'-3" +/- 161'-7"
+/- 3'-6"
+/- 7'-10"
17'-5 1/2"
+/- 31'-5"
+/- 22'-3"
6'-4"
+/- 22'-3" +/- 24'-5" +/- 20'-5"
5'-8" 3'-8"

ALIGN ALIGN
+/- 6'-7"
6'-2"
8'-8"
+/- 5'-11"
+/- 3'-0"
+/- 3'-10" +/- 20'-1" +/- 3'-7" +/- 12'-1" +/- 10'-2" +/- 11'-6" +/- 11'-3" +/- 22'-0" +/- 2'-11"
+/- 22'-2"+/- 5'-10"
+/- 5'-9"
5'-9"
3'-6"
5'-6"
4'-8"
6'-0"
7'-4"
16'-2"

WOMEN'S

RESTROOM
102

MEN'S SHOWER /

CHANGING
111
6'-5"
4'-11"
0'-11
"
CLOSET
109
2'-4"
2'-4"
NEW 2x4 WOOD FRAMED WALL
NEW 2x6 WOOD FRAMED WALL
EXISTING 8" CMU WALL TO REMAIN

EXISTING WOOD FRAMED WALL TO REMAIN
NEW 2x6 METAL STUD WALL

1. 2.

VERIFY ALL ROUGH OPENING SIZES PRIOR TO FRAMING

SEE ENLARGED PLANS FOR ADDITIONAL DIMENSIONS
A4.2
C1
A4.2
C1
A4.2
C2
A4.2
C1
A4.2
C1
A4.2
C1
A4.2
C1
A4.2
C1
A4.2
C2
A4.2
C2
A4.2
C1
A4.2
C1
SIM. WITH GYP BD

FINISH ON EXPOSED

SIDE ONLY
920
920
920 920
SIM. WITH GYP BD

FINISH ON EXPOSED

SIDE ONLY
A4.2
C1
A4.2
C1
A4.2
C1
A4.2
C1
A4.2
C1
A4.2
C1

1. VERIFY CURB WIDTH WITH ALL WALL SECTIONS AND WALL TYPES

2. SACK AND PATCH CONCRETE CURB TO PROVIDE SMOOTH
FINISH WITH UNIFORM COLOR WHERE EXPOSED. SEAL CONRETE
SLAB AND CURB.

CMU WALL ON CONCRETE SLAB

CONCRETE CURB

ECKEFR AI
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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

DIMENSION

PLAN & CURB
PLAN
200702
A2.2
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: 1/8" = 1'-0"A2.2
B1 DIMENSION PLAN

WALL LEGEND
NOTES
SCALE: 1/8" = 1'-0"A2.2
D1 CURB PLAN
NOTES

CONSTRUCTION NOTES
920 FLOOR DRAIN, SEE PLUMBING
LEGEND
Not for Construction
For Council Approval
Re-Bid

STORAGE
101

WOMEN'S SHOWER
/ CHANGING
102

STORAGE
104
HWH
103

OFFICE /

LIFEGUARD
105

BREAK ROOM
106

ENTRY VESTIBULE
107

EQUIPMENT
108
HWH
110

STORAGE
112
TYP.
602
TYP.
602
6" / 12" 6" / 12"

MEN'S SHOWER /

CHANGING
111

WOMEN'S

RESTROOM
102
CLOSET
109
901901
901901
901901 901901

1. 2.

3. 4.

5. CONTRACTOR SHALL VERIFY DIMENSIONS AND LAYOUT OF ALL FIXTURES AND EQUIPMENT WITH ARCHITECT PRIOR TO ROUGH IN.

REQUEST CLARIFICATION FOR ANY DIMENSIONS NOT SHOWN.

PROVIDE ACCESS PANELS AS REQUIRED FOR MECHANICAL
EQUIPMENT, SEE MECHANICAL AND PLUMBING.

EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OR APPROACH.

EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO ONE POINT SHOULD BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN.

SEE A2.1 FOR FLOOR PLAN AND A2.2 FOR DIMENSION PLAN.

PAINT EXISTING PLYWOOD CEILING OR SOFFIT

LIGHT FIXTURE, SEE ELECTRICAL

EXIT SIGN, SEE ELECTRICAL

LIGHT FIXTURE, SEE ELECTRICAL
1/4" / 12"1/4" / 12"
6" / 12" 6" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
TYP.
801
TYP.
801
036036
006

1. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL FOR
LOCATIONS OF EQUIPMENT, VENTS, DUCTS, ETC.

ECKEFR AI
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Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

REFLECTED

CEILING PLAN
& ROOF PLAN
200702
A2.3
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: 1/8" = 1'-0"A2.3
B1 REFLECTED CEILING PLAN

CONSTRUCTION NOTES
0 06 EXISTING SHINGLE ROOFING TO REMAIN
036 EXISTING EVAPORATIVE SWAMP COOLER
602 PAINT ALL EXPOSED BEAMS AND RAFTERS
801 EXISTING SINGLE PLY ROOFING OVER TAPERED INSULATION 901 EXISTING CEILING AND LIGHTING TO REMAIN

RCP NOTES

RCP LEGEND
SCALE: 1/8" = 1'-0"A2.3
D1 ROOF PLAN

ROOF PLAN NOTES
Not for Construction
For Council Approval
Re-Bid

FINISH FLOOR
0' - 0"
T.O.M.
7' - 4"
T.O.P.
10' - 0"
B.O.F.
8' - 1"
T.O.R.
17' - 9"
TYP.
251

FINISH FLOOR
0' - 0"
T.O.M.
7' - 4"
T.O.P.
10' - 0"
B.O.F.
8' - 1"
T.O.R.
17' - 9"
TYP.
251110
061412

FINISH FLOOR
0' - 0"
T.O.M.
7' - 4"
T.O.P.
10' - 0"
B.O.F.
8' - 1"
T.O.R.
17' - 9"
TYP.
251

FINISH FLOOR
0' - 0"
T.O.M.
7' - 4"
T.O.P.
10' - 0"
B.O.F.
8' - 1"
T.O.R.
17' - 9"
TYP.
251
A3.1
D1
412

1. 2.

NOTES AND DETAILS APPLY TO ALL ELEVATIONS U.N.O.

EXTERIOR PAINTING IS LIMITED TO PAINTED WOOD FASCIA, TRIM, GUTTERS AND EXPOSED PAINTED WOOD BEAMS.

SEE B3 & B4/T-4 FOR TYPICAL

FIXTURE AND ACCESSORY HEIGHTS

ECKEFR AI
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LF CAO I
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C018223
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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

EXTERIOR

ELEVATIONS
200702
A3.1
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: 1/8" = 1'-0"A3.1
A3 SOUTH ELEVATION
SCALE: 1/8" = 1'-0"A3.1
B1 EAST ELEVATION

CONSTRUCTION NOTES
0 61 DIMENSIONAL LETTER SIGN
110 EXISTING STAIR AND RAMP
251 EXISTING PAINTED CMU WALLS
412 SEE DOOR SCHEDULE SHEET A6.1 FOR ADD ALTERNATE OVERHEAD DOOR

REPLACEMENT
SCALE: 1/8" = 1'-0"A3.1
A1 NORTH ELEVATION
SCALE: 1/8" = 1'-0"A3.1
C1 WEST ELEVATION
NOTES
SCALE: 1/2" = 1'-0"A3.1
D1 EXISTING EXTERIOR ACCESSIBLE SHOWER ELEVATIONS
Not for Construction
For Council Approval
Re-Bid

FINISH FLOOR
0' - 0"

FINISH FLOOR
0' - 0"
T.O.M.
7' - 4"
T.O.P.
10' - 0"
B.O.F.
8' - 1"

STORAGE
101

WOMEN'S SHOWER
/ CHANGING
102

STORAGE
104

OFFICE /

LIFEGUARD
105

ENTRY VESTIBULE
107

EQUIPMENT
108

STORAGE
112
T.O.R.
17' - 9"

WOMEN'S

RESTROOM
102

MEN'S SHOWER /

CHANGING
111

FINISH FLOOR
0' - 0"

FINISH FLOOR
0' - 0"
T.O.M.
7' - 4"
B.O.F.
8' - 1"

WOMEN'S SHOWER
/ CHANGING
102

FINISH FLOOR
0' - 0"

FINISH FLOOR
0' - 0"
T.O.M.
7' - 4"
B.O.F.
8' - 1"

MEN'S SHOWER /

CHANGING
111

1. NOTES AND DETAILS APPLY TO ALL SECTIONS U.N.O.

ECKEFR AI
REN. 09/10/21
FEAT
ST

LF CAO I
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C018223
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O
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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

BUILDING

SECTIONS
200702
A4.1
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

CONSTRUCTION NOTES
SCALE: 1/8" = 1'-0"A4.1
B1 BUILDING SECTION
SCALE: 1/8" = 1'-0"A4.1
D1 BUILDING SECTION
SCALE: 1/8" = 1'-0"A4.1
D3 BUILDING SECTION
NOTES
Not for Construction
For Council Approval
Re-Bid
1 2X6 METAL STUD

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

FULL-HEIGHT SOLID SURFACE

WAINSCOT

FULL-HEIGHT SOLID SURFACE

WAINSCOT
2 2X4 WOOD STUD

SOUND ATTENUATION BATTS

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

FRP WAINSCOT WHERE OCCURS,

SEE ROOM FINISH SCHEDULE
3 GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPESOUND ATTENUATION BATTS
2X4 WOOD STUD

FRP WAINSCOT WHERE OCCURS,

SEE ROOM FINISH SCHEDULE

WALL CONSTRUCTION

SEE WALL TYPES FOR

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

FRP WAINSCOT WHERE OCCURS,

SEE ROOM FINISH SCHEDULE

SLOPE TO DRAIN
(WHERE OCCURS)

CHAMFERED EDGE, SEE DETAIL
C3/A4.2

FINISH FLOOR, SEE FINISH PLAN

SEALANT

SEALANT
0'-6"
0'-6"

SOLID PLASTIC SHOWER PARTITION

CHAMFERED EDGE, SEE DETAIL
C3/A4.2

SLOPE TO DRAIN
(WHERE OCCURS)

EPOXY-RESIN FLOORING, SEE FINISH

SCHEDULE
0'-6"
1/2" 1/8"

SEE WALL TYPES AND ROOM FINISH

SCHEDULE FOR WALL CONSTRUCTION

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE
0'-6"

STUDS PER PLAN

CONCRETE CURB
ROUGHEN SLAB TO 1/4" AMPLITUDE
2X PTDF SILL WITH 5/8" DIAM. X 7"
ANCHOR BOLTS @ 48" O.C. (2) MIN.

EXISTING CONCRETE SLAB
0'-1"
#4 CONT.
0'-2"
#4 @ 16" O.C. (2) MIN. ADHESIVE
ANCHOR TO EXISTING CONCRETE.

TENSION TEST 25% TO 200 #

ECKEFR AI
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ST

LF CAO I
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C018223
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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

WALL TYPES &

CURB DETAILS
200702
A4.2
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: 1" = 1'-0"A4.2
B1 WALL TYPES
SCALE: 3" = 1'-0"A4.2
C1 CURB - 2 SIDES EXPOSED AT INTERIOR WALLS
SCALE: 3" = 1'-0"A4.2
C2 CURB AT SHOWER
SCALE: 6" = 1'-0"A4.2
C3 CHAMFER EDGE DETAIL
SCALE: 3" = 1'-0"A4.2
D1 NEW CURB AT EXISTING SLAB
SCALE: 1 1/2" = 1'-0"A4.2
D2 ADHESIVE ANCHOR

INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR
N.T.S.A4.2
C4 NON-BEARING WALL AT (E) SLAB
N.T.S.A4.2
D4 TYPICAL NON-BEARING STUD WALL DETAILS
Not for Construction
For Council Approval
Re-Bid

ECKEFR AI
REN. 09/10/21
FEAT
ST

LF CAO I
L FEJ
C018223
.

O
AINR
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SNEC Y
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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

MATERIAL

SPECIFICATIONS
200702
A4.3
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
Not for Construction
For Council Approval
Re-Bid

WOMEN'S SHOWER
/ CHANGING
102

STORAGE
101
HWH
103
D1
A5.1
5 D1
A5.1
1 7
8 6
2 D1
A5.1
13 11
D1
A5.1
4 3
12 TYP.
618
TYP.
905
757
763
TYP.
766
TYP.
916
TYP.
759
TYP.
768
770
TYP.
712
30"x48"
CLEA
R
30"x48"
CLEARø 5' - 0"
30"x48"
CLEA
R
ø 5' - 0"
18"X60" CLEAR
502
054
TYP.
509
769
769
913
36"X60" CLEAR
4'-0"
1'-8"
764
1'-8"
3'-6"
1'-0" 5'-0"
8'-0"
918
7'-0" 3'-0" 3'-0" 3'-0"
3'-1"
2'-11"

WOMEN'S

RESTROOM
102
D1
A5.1
9 10
TYP.
768
TYP.
509
OPEN
770
502
054
TYP.
913
771
771
A7.1
B1
764 769
0'-6" 4'-0"
TYP.
916 766 538
A7.1
A1 757
TYP.
761 763
TYP.
905923
A7.1
D1
TYP.
924

FIBER REINFORCED PLASTIC

SOLID SURFACE
769

1. SEE SHEETS T-3 & T-4 FOR RESTROOM FIXTURE AND ACCESSORY

HEIGHTS AND CLEARANCES

ECKEFR AI
REN. 09/10/21
FEAT
ST

LF CAO I
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C018223
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O
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SNEC Y
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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

ENLARGED

PLANS &

INTERIOR

ELEVATIONS
200702
A5.1
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

CONSTRUCTION NOTES
054 30X60 ACCESSIBLE ROLL IN SHOWER, SEE A3 AND A4/T-4
502 SHOWER GRAB BAR, SEE B1/A7.1
509 CHANGING STALL PARTITIONS
538 TOILET STALL PARTITIONS
618 SOLID SURFACE COUNTERTOP, SEE FINISH SCHEDULE
712 SHOWER CURTAIN AND CURTAIN ROD
757 PAPER TOWEL DISPENSER/RECEPTACLE
759 TOILET PAPER DISPENSER
761 MIRROR
763 SOAP DISPENSER
764 WALL MOUNTED BABY CHANGING STATION
766 TOILET STALL DOOR, SEE B1/T-4
768 FLOOR MOUNTED BENCH
769 ACCESSIBLE BENCH
770 FOLDING SHOWER SEAT
771 SOAP DISH
905 SINK, SEE PLUMBING DRAWINGS
913 SHOWER, SEE PLUMBING DRAWINGS
916 LAVATORY, SEE PLUMBING DRAWINGS
918 ELECTRIC HAND DRYER
923 HAND DRYER TO BE XLERATOR MODEL XL-SB
924 ELECTRICAL OUTLET, SEE ELECTRICAL DRAWINGS
SCALE: 1/4" = 1'-0"A5.1
D1
ENLARGED PLAN & INTERIOR ELEVATIONS - ROOMS 101, 102 & 103 - STORAGE, WOMEN'S

RESTROOM/SHOWER/CHANGING & HWH
5 6 7 8
11 13
1 2
3 4
12 LEGEND
9 10
NOTES
Not for Construction
For Council Approval
Re-Bid
HWH
110

STORAGE
112
C1
A5.2
3 C1
A5.2
78 6
C1
A5.2
45 C1
A5.2
1 2
TYP.
907
618
905
763
770
054
C1
A5.2
9 10
C1
A5.2
1112
56"X60"
CLEA
R
30"x
48"
CLEA
R
30"x48"
CLEAR
30"x
48"
CLEA
R30"x48"
CLEA
R
18"X60" CLEAR
986
502
769
769
767
TYP.
768509
767
36"X60"
CLEAR
757
ø 5' - 0"
1'-7"
918
1'-8"
3'-6"
4'-0"
1'-8"5'-5"
5'-2"
4'-11"
3'-5 3/8" 3'-1" 7'-2"
4'-0"
4'-0"

MEN'S SHOWER /

CHANGING
111

MEN'S RESTROOM
111
TYP.
761763
TYP.
905
7'-4"
A7.1
D1 757 923 764
TYP.
769 509
TYP.
907 986
0'-6" 4'-0"
769 770 054
910
502
A7.1
B1

FIBER REINFORCED PLASTIC

SOLID SURFACE

1. SEE SHEETS T-3 & T-4 FOR RESTROOM FIXTURE AND ACCESSORY

HEIGHTS AND CLEARANCES

OFFICE /

LIFEGUARD
105

BREAK ROOM
106
D1
A5.2 13
D1
A5.2 14
A7.1
C2
A7.1
C2

ECKEFR AI
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FEAT
ST

LF CAO I
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C018223
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SNEC Y
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THI
 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

ENLARGED

PLANS &

INTERIOR

ELEVATIONS
200702
A5.2
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

CONSTRUCTION NOTES
054 30X60 ACCESSIBLE ROLL IN SHOWER, SEE A3 AND A4/T-4
502 SHOWER GRAB BAR, SEE B1/A7.1
509 CHANGING STALL PARTITIONS
618 SOLID SURFACE COUNTERTOP, SEE FINISH SCHEDULE
757 PAPER TOWEL DISPENSER/RECEPTACLE
761 MIRROR
763 SOAP DISPENSER
764 WALL MOUNTED BABY CHANGING STATION
767 ACCESSIBLE TOILET STALL, SEE B3/T-3
768 FLOOR MOUNTED BENCH
769 ACCESSIBLE BENCH
770 FOLDING SHOWER SEAT
905 SINK, SEE PLUMBING DRAWINGS
907 URINAL, SEE PLUMBING DRAWINGS
910 ACCESSIBLE SHOWER HEAD, SEE PLUMBING
918 ELECTRIC HAND DRYER
923 HAND DRYER TO BE XLERATOR MODEL XL-SB
986 ACCESSIBLE URINAL, SEE PLUMBING DRAWINGS
SCALE: 1/4" = 1'-0"A5.2
C1
ENLARGED PLAN & INTERIOR ELEVATIONS - ROOMS 110, 111 & 112 - HWH, MEN'S

RESTROOM/SHOWER/CHANGING, STORAGE
1 2
3 4
5 6 7 8 9
10 11 12
LEGEND
NOTES
SCALE: 1/4" = 1'-0"A5.2
D1
ENLARGED PLAN & INTERIOR ELEVATIONS - ROOMS 105, 106 & 108 - OFFICE/LIFEGUARD,

FIRST AID & BREAK ROOM
13 14
Not for Construction
For Council Approval
Re-Bid

ABBR DESCRIPTION

CONCRETE (SEALED)CNC

CONCRETE MASONRY UNITCMU

CERAMIC TILECT

EXPOSED STRUCTUREEXP
HIGH PERFORMANCE EPOXY COATING OVER CONC. SLABEP
GYPSUM WALL BOARD 5/8" UONGWB
GWBWR

PLASTIC LAMINATEPL

PAINTPT
1/2" PLYWOOD, PAINTEDPLYWD

RUBBER BASERB

SHEET METALSM

STAINLESS STEELSS
GYPSUM WALL BOARD, WATER RESISTANT (5/8")

MATERIAL LEGEND

FACTORY FINISHFF

FIBER REINFORCED PLASTICFRP

HOLLOW METALHM

METALMTL

GLAZINGGL

SOLID SURFACESSU
WOODWD
1 PAINT FINISH: EGG SHELL, COLOR PER OWNER
2 PAINT FINISH: SEMI-GLOSS, COLOR PER OWNER
3 REMOVE ALL EXISTING EPOXY COATING AT FLOOR AND

BASE LOCATIONS AND REPLACE WITH NEW EPOXY

COATING FLOOR AND BASE THROUGHOUT
4 REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL

INFORMATION
5 SEAL EDGES AND PAINT PLYWOOD
6 SACK AND PATCH CONCRETE CURB TO PROVIDE

SMOOTH FINISH WITH UNIFORM COLOR WHERE EXPOSED

SEAL, CONCRETE SLAB AND CURB
7 ALL COLOR SELECTIONS ARE TO BE BY OWNER
8 4'-0" TALL FRP WAINSCOT AT NEW WALLS
2'-10"
A B C EXISTING C ADDITIVE ALTERNATE #2 -

REPLACE (E) ROLL-UP WITH (N) OVERHEAD

SECTIONAL DOOR
HEIGHT
WIDTH
HEIGHT
WIDTH
HEIGHT
WIDTH
HEIGHT
WIDTH
1 TOILET ROOM ISA SIGNAGE AND TEXT ON WALL

ADJACENT TO DOOR, SEE
2 PROVIDE ISA SYMBOL ON DOOR
3 (E) DOOR TO REMAIN, REFINISH & REPLACE HARDWARE
4 (E) DOOR TO BE REPLACED. LEAVE (E) HM DOOR FRAME

AND REUSE
5 PROVIDE TACTILE EXIT / EXIT ROUTE SIGN
6 PROVIDE ROOM IDENTIFICATION SIGNAGE, VERIFY TEXT
WITH OWNER, SEE B3 & D4/T-6
7 PROVIDE CLOSER AT THIS DOOR
8 PROVIDE SIGN AT EXIT DOOR THAT IS READILY VISIBLE,
DURABLE, ADJACENT TO EXIT DOOR THAT SAYS "THIS

DOOR SHALL REMAIN UNLOCKED WHEN SPACE IS
OCCUPIED"
9 DOOR OPENING HARDWARE TO BE MOUNTED 34" TO 44"

ABOVE FINISHED FLOOR
10 ADDITIVE ALTERNATE #2 - REPLACE EXISTING OVERHEAD

COILING DOOR WITH ALUMINUM AND GLASS

OVERHEAD SECTIONAL DOOR
T-6
A1
NOTES:

1. DOORS IN THE MEANS OF EGRESS SHALL BE OPENABLE FROM

THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT.

ECKEFR AI
REN. 09/10/21
FEAT
ST

LF CAO I
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C018223
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 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

ROOM FINISH

SCHEDULE &
DOOR

SCHEDULE
200702
A6.1
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678

ROOM FINISH SCHEDULE
R

OOMS FLOOR BASE WAINSCOT WALLS CEILING CASEWORK

REMARKSNUMBER DESCRIPTION MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR

NORTH EAST SOUTH WEST

MATERIAL COLOR HEIGHT COUNTERTOP COLOR CABINET COLORMATERIAL COLOR MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR 101 STORAGE EP EP-1 EP EP-1 (E) CMU PT-1 (E) CMU PT-1 GWBWR PT-1 (E) CMU/GWBWR PT-1 (E) PLYWD PT-1 8' - 1" 2, 3, 7 102 WOMEN'S SHOWER / CHANGING EP EP-1 EP EP-1 FRP/SSU FRP-1/SSU-1 (E) CMU/GWBWR PT-1 (E) CMU PT-1 (E) CMU/GWBWR PT-1 (E) CMU/GWBWR PT-1 (E) PLYWD PT-1 8' - 1" 2, 3, 7 102 WOMEN'S RESTROOM EP EP-1 EP EP-1 FRP/SSU FRP-1/SSU-1 GWBWR PT-1 (E) CMU PT-1 (E) CMU/GWBWR PT-1 (E) CMU PT-1 (E) PLYWD PT-1 8' - 1" SSU SSU-1 2, 3, 7 103 HWH EP EP-1 EP EP-1 SSU SSU-1 (E) CMU/GWBWR PT-1 GWBWR PT-1 (E) CMU PT-1 (E) CMU PT-1 (E) PLYWD PT-1 8' - 1" 2, 3, 7 104 STORAGE (E) TO REMAIN (E) TO REMAIN CNC/(E) TO
REMAIN
CNC-1/(E) TO
REMAIN
FRP FRP-1 (E) TO

REMAIN/GWBWR
PT-1 (E) TO

REMAIN/GWBWR
PT-1 (E) TO REMAIN (E) TO REMAIN (E) CMU (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN 7' - 4" 2, 7, 8 105 OFFICE / LIFEGUARD (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN 8' - 0" 1, 5, 7 106 BREAK ROOM (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN 8' - 0" 2, 5, 7 107 ENTRY VESTIBULE EP EP-1 (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN 8' - 1" 2, 3, 7 108 EQUIPMENT (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN 7' - 4" 2, 7 109 CLOSET (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN 8' - 0" 7 110 HWH EP EP-1 EP EP-1 FRP FRP-1 (E) CMU PT-1 (E) CMU PT-1 GWBWR PT-1 GWBWR PT-1 (E) PLYWD PT-1 8' - 1" 2, 3, 7 111 MEN'S SHOWER / CHANGING EP EP-1 EP EP-1 FRP/SSU FRP-1/SSU-1 GWBWR PT-1 (E) CMU PT-1 GWBWR PT-1 (E) CMU PT-1 (E) PLYWD PT-1 8' - 1" 2, 3, 7 111 MEN'S RESTROOM EP EP-1 EP EP-1 FRP/SSU FRP-1/SSU-1 (E) CMU/GWB PT-1 (E) CMU PT-1 (E) CMU PT-1 (E) CMU/GWBWR PT-1 (E) PLYWD PT-1 8' - 1" SSU SSU-1 2, 3, 7 112 STORAGE EP EP-1 EP EP-1 GWBWR PT-1 (E) CMU PT-1 (E) CMU PT-1 (E) CMU/GWBWR PT-1 (E) PLYWD PT-1 8' - 1" 2, 3, 7

FINISH NOTES
VARIES

DOOR SCHEDULE
D

OOR FRAME DETAIL

HARDWARE

GROUP REMARKSMARK TYPE WIDTH HEIGHT ELEV DEPTH MATERIAL COLOR

INT/EXT FINISH
LOUVER

SIZE HOUR MATERIAL FINISH
COLOR

INT/EXT HEAD JAMB JAMB THRESHOLD
101A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 6, 9 102A SINGLE 3' - 0" 7' - 0" A 0' - 1 3/4" HM PT-2 PT (E) HM PT PT-2 B2/A7.1 B3/A7.1 B3/A7.1 B4/A7.1 1, 4, 5, 6, 7, 9 102B SINGLE 3' - 0" 7' - 0" A 0' - 1 3/4" HM PT-2 PT (E) HM PT PT-2 B2/A7.1 B3/A7.1 B3/A7.1 B4/A7.1 1, 4, 5, 6, 7, 9 103A SINGLE 2' - 8" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 6, 9 104A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT (E) HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 4, 9 104B SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT (E) HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 4, 9 105A ROLL-UP COUNTER SHUTTER 5' - 4" 4' - 0" B 0' - 0 1/2" SS SS-1 FF SS FF SS-1 D4/A7.1 D4/A7.1 D4/A7.1 106A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT (E) HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 4, 5, 6, 9 106B ROLL-UP COUNTER SHUTTER 3' - 4" 4' - 0" B 0' - 0 1/2" SS SS-1 FF SS FF SS-1 D4/A7.1 D4/A7.1 D4/A7.1 108A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT (E) HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 4, 6, 9 109A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT (E) HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 4, 9 110A SINGLE 2' - 8" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 6, 9 111A SINGLE 3' - 0" 7' - 0" A 0' - 1 3/4" HM PT-2 PT (E) HM PT PT-2 B2/A7.1 B3/A7.1 B3/A7.1 B4/A7.1 1, 4, 5, 6, 7, 9 111B SINGLE 3' - 0" 7' - 0" A 0' - 1 3/4" HM PT-2 PT (E) HM PT PT-2 B2/A7.1 B3/A7.1 B3/A7.1 B4/A7.1 1, 4, 5, 6, 7, 9 112A SINGLE 3' - 0" 6' - 8" A 0' - 1 3/4" HM PT-2 PT HM PT PT-2 A2/A7.1 A3/A7.1 A3/A7.1 A4/A7.1 6, 9 E107A ROLL UP 4' - 6" 7' - 0" C 0' - 0 1/2" 8, 10
E107B ROLL UP 4' - 9" 7' - 0" C 0' - 0 1/2" 8, 10

DOOR NOTES
V.I.F.

V.I.F.

V.I.F. V.I.F.

VARIES
Not for Construction
For Council Approval
Re-Bid

SEE WALL TYPES
VARIES
RO

GYPSUM BOARD, SEE

FINISH SCHEDULE FOR
TYPE

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

WOOD HEADER

SEALANT (BOTH SIDES)

DOOR AS SCHEDULED
NEW H.M. DOOR FRAME

OR EXISTING DOOR
FRAME TO REMAIN.

REFRESH/REPAINT. SEE

DOOR SCHEDULE FOR

OCCURENCE
RO

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE

SEALANT (BOTH SIDES)

GYPSUM BOARD, SEE FINISH

SCHEDULE FOR TYPE
2X WOOD FRAMING
NEW H.M. DOOR FRAME OR
EXISTING DOOR FRAME TO REMAIN.

REFRESH/REPAINT. SEE DOOR

SCHEDULE FOR OCCURENCE

DOOR AS SCHEDULED

DOOR AS SCHEDULEDDOOR FRAME BEYOND
RO

FINISH FLOOR, SEE FINISH PLAN

EXISTING CMU WALL

DOOR AS SCHEDULED, SEE DOOR
SCHEDULE ON A6.1
SEALANT @ CORNERS TYP.

RO
EXISTING DOOR FRAME TO REMAIN.

REFRESH/REPAINT

DOOR AS SCHEDULED, SEE DOOR
SCHEDULE ON A6.1
EXISTING CMU WALL SEALANT @ CORNERS TYP.

RO
EXISTING DOOR FRAME TO REMAIN.

REFRESH/REPAINT
1 1/2"
GRAB BAR, SEE T-4 AND
D3/T-3

WAINSCOT, SEE FINISH

SCHEDULE

CEMENTITIOUS BACKER BOARD
3/4" PLYWOOD SUBTOP. PROVIDE

MOISTURE RESISTANT IN WET AREAS
EXISTING 1/2" SHEAR PANEL

ATTACH GRAB BAR THRU WALL WITH
MOUNTING SCREWS TO 2X6 WOOD

BACKING PLATE SECURELY

FASTENED BETWEEN STUDS AS

REQUIRED INTERIOR EXTERIOR
1/2"

DOOR AS SCHEDULED, SEE DOOR
SCHEDULE ON A6.1
RO
AT 1:12 SLOPE

EXPANSION JOINT

WEATHER STRIPPING

REMOVE EXISTING CONCRETE SLAB

AND REPLACE WITH NEW TO
ACHIEVE A 60" X 60" LEVEL
LANDING. SLOPE 2% AWAY FROM

BUILDING UNTIL IT CONFORMS TO

EXISTING POOL DECK SLAB

ALUMINUM THRESHOLD SET IN
MASTIC

FLOORING AS OCCURS
1/2" MAX.
1"
1 1/2"
MIN.
9"
MAX.
6"
MIN.
29"

SOLID SURFACE WHERE OCCURS,

SEE ROOM FINISH SCHEDULE

CONCEALED BRACKET AT OPEN
END AND 30" O.C. MAX

UNDERMOUNT SINK, SEE PLUMBING
2" X 3" @ 16" O.C.

FOUR 1/2" - MACHINED BOLTS

PER STUD

KNEE AND TOE CLEARANCES
PER 2016 CBC 11B-306.2
& 11B-306.3, SEE C1/T-4

WALL MOUNTED MIRROR

MIRROR FRAME

SEALANT

BACKSPLASH, SEE FINISH

SCHEDULE

FACE OF WALL
MIN.
27"

CMU WALL

WALL MOUNTED MIRROR

SOLID SURFACE COUNTERTOP, SEE

FINISH SCHEDULE
CHAMFERED EDGE, TYP.

EXISTING CMU WALL
0'-1 1/2"
NOTE:

GRAB BAR ASSEMBLY TO WITHSTAND A LOAD OF 250 POUNDS APPLIED AT ANY POINT IN ANY DIRECTION

FACE OF WALL FINISH

GRAB BAR FLANGE
+33" ABOVE FIN. FLOOR
+36" MAX. IF REQ'D BY W.C. TYPE
1 1/2" DIA. S.S. GRAB BAR WITH

CONCEALED MOUNTING ASSEMBLY
- ANCHOR PER MANUFACTURER'S

RECOMMENDATIONS
5/16" MIN. ROUND HEAD MACHINE
BOLT, 4" LONG, THRU TENON PLATE

INTO LEAD EXPANSION SHIELD
1 1/2"
A.F.F.
2'-6"

COUNTERTOP, SEE FINISH SCHEDULE
FOUR (4) 1/2" - MACHINED BOLTS

PER STUD
24"H X 21"W X 1 1/2" X 1/4" STEEL
ANGLE IRON AT ENDS AND 30" O.C.
- WELD TO 18" X 2" X 1/8" BAR -
FASTEN WITH 3/4" FLAT HEAD WOOD

SCREW TO COUNTERTOP

PLYWOOD SUB-SURFACE
CHAMFERED EDGE, TYP.

KNEE AND TOE CLEARANCES,
SEE D2/T-4
1'-8"

FIELD VERIFY (E) COUNTER OPENING HEIGHT
2'-10" MAX
1'-0"

NEW COUNTERTOP, SEE FINISH

SCHEDULE

ROLL-UP COUNTER SHUTTER
HEAD
JAMB

EXISTING WALL
ATTACH O.H. HOOD PER
MANUF.

RECOMMENDATIONS

SHUTTER HOOD

CURTAIN

EXISTING WALL

CURTAIN
GUIDE

ECKEFR AI
REN. 09/10/21
FEAT
ST

LF CAO I
L FEJ
C018223
.

O
AINR
ATZ
T
SNEC Y
DE CAR
THI
 
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

REVISED SCOPE

SUBMITTAL
12/14/22
PROJECT:

SHEET NUMBER:
200 E STREET, SANTA ROSA, CA 95404
707.544.3920 | www.jeffkatzarchitecture.com

DETAILS
200702
A7.1
JB
MK
SC

JOHNSON POOL HOUSE

REMODEL

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: 3" = 1'-0"A7.1
A2 INTERIOR DOOR - HEAD
SCALE: 3" = 1'-0"A7.1
A3 INTERIOR DOOR - JAMB
SCALE: 3" = 1'-0"A7.1
A4 INTERIOR DOOR - THRESHOLD
SCALE: 3" = 1'-0"A7.1
B2 EXTERIOR/INTERIOR DOOR - CMU HEAD
SCALE: 3" = 1'-0"A7.1
B3 EXTERIOR/INTERIOR DOOR - CMU JAMB
SCALE: 3" = 1'-0"A7.1
A1 GRAB BAR AT WOOD FRAMED WALL
SCALE: 3" = 1'-0"A7.1
B4 EXTERIOR DOOR - THRESHOLD
SCALE: 1" = 1'-0"A7.1
D1 RESTROOM ADA LAVATORY
SCALE: 3" = 1'-0"A7.1
B1 GRAB BAR AT CMU WALL
SCALE: 1" = 1'-0"A7.1
C2 RECEPTION/WORK COUNTER
SCALE: 1 1/2" = 1'-0"A7.1
D4 OVERHEAD COUNTER SHUTTER
Not for Construction
For Council Approval
Re-Bid
Not for Construction
For Council Approval
Re-Bid
Not for Construction
For Council Approval
Re-Bid
Not for Construction
For Council Approval
Re-Bid
Not for Construction
For Council Approval
Re-Bid
Not for Construction
For Council Approval
Re-Bid
OHP
T
J
M
PC
DS
LCP

DETAIL NUMBER DESIGNATION

SHEET ON WHICH DETAIL IS LOCATED
E1
3 SHEET NOTE REFERENCE1
M
M

SITE SYMBOLS LEGEND COMMUNICATION LEGEND

PANEL BOARD (SURFACE)

SWITCHBOARD OR MCC

POWER LEGEND

PANEL BOARD (FLUSH)

LOW VOLTAGE PANEL

LIGHTING CONTROL PANEL

LIGHTING LEGEND
OCCUPANCY SENSOR - CEILING MOUNTED.

PHOTOCELL - CEILING OR ROOF MOUNTED.

DAYLIGHT SENSOR - CEILING MOUNTED.

GRAPHICAL LOW VOLTAGE SWITCH.LV

ELECTRICAL ABBREVIATIONS

GENERAL NOTES

CONDUIT STUBOUT

CONDUIT RISING UP

CONDUIT DROP DOWN
#8

CONDUIT CONCEALED IN FLOOR, UNDERFLOOR,
CONDUIT CONCEALED IN WALLS OR CEILING.

CONDUIT RUN EXPOSED

OR BELOW GRADE

FLEXIBLE CONDUIT
HOMERUN TO PANEL AND CIRCUITS INDICATED. NUMBER
ADJACENT TO CIRCUIT DENOTES WIRE SIZE OTHER THAN #
12 FOR ALL
CONDUCTORS UNO.

GENERAL SYMBOLS LEGEND
A-1

TYPICAL

DESIGNATIONS TO

BE USED IN

CONJUNCTION WITH

CONDUIT SYMBOLS
NEW CONDUIT AND/OR CONDUCTOR LINE. SEE BELOW

FOR TYPICAL DESIGNATIONS
EMERGENCY BUG EYE FIXTURE.

SUBSCRIPT ADJACENT TO SWITCH INDICATES:

K = KEYED SWITCH
a,b,c etc. = MULTIPLE SWITCHES/CONTROL LEGS IN A GANGED BOX WITH A COMMON COVER PLATE.

LIGHTING FIXTURES. SEE FIXTURE SCHEDULE FOR
MODEL/PART NUMBERS AND ADDITIONAL DETAILS.

COORDINATE THE EXACT MOUNTING AND LOCATION OF ALL LIGHTING, SUPPORTS AND ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH-IN. SEE ARCH PLANS FOR EXACT GRID, FLUSH AND SURFACE MOUNTING LOCATIONS.

LUMINAIRE(S) POLE MOUNTED WITH ARM. TYPE AS NOTED.

TRANSFORMER
TELEPHONE BACKBOARD. 3/4'' PLYWOOD, LENGTH AND WIDTH

AS NOTED

A AMPERES

ADA AMERICANS WITH DISABILITIES ACT
A.F.F. ABOVE FINISHED FLOOR

AIC AMPS INTERRUPTING CURRENT
ALT. ALTERNATE

ATS AUTOMATIC TRANSFER SWITCH

BLDG BUILDING

C CONDUIT

CB CIRCUIT BREAKER

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CFL COMPACT FLUORESCENT LAMP

CKT CIRCUIT
C.O. CONDUIT ONLY
CONC. CONCRETE

CX CONNECT TO EXISTING CIRCUIT

CU COPPER
dBA DECIBELS
DIST. DISTRIBUTION
DWG. DRAWING

EM EMERGENCY SERVICE

ETC ET CETERA

EG EQUIPMENT GROUND

EPO EMERGENCY POWER OFF BUTTON

EWC ELECTRIC WATER COOLER

EX EXISTING

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FLA FULL LOAD AMPS

GD GARBAGE DISPOSAL

GFI GROUND FAULT INTERRUPTER

GND GROUND
HORIZ. HORIZONTALLY MOUNTED

HP HORSEPOWER

KCMIL THOUSAND CUBIC MILLIMITERS

KVA KILOVOLT-AMPERES

KW KILOWATTS

JB JUNCTION BOX

LTG LIGHTING

MCA MINIMUM CIRCUIT AMPS

MCC MOTOR CONTROL CENTER

MEP MECHANICAL, ELECTRICAL, PLUMBING

MIC MICROWAVE

MIN MINIMUM

MOP MAXIMUM OVERCURRENT PROTECTION

MTD MOUNTED
MTG. HT. MOUNTING HEIGHT

NIC NOT IN CONTRACT

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NL NIGHT LIGHT

NTS NOT TO SCALE

OC ON CENTER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED
P POLE

PB PULL BOX

PH PHASE

PIV POST INDICATOR VALVE

PNL PANEL

POC POINT OF CONNECTION

PVC POLYVINYL CHLORIDE

RCP REFLECTED CEILING PLAN

RECEPT RECEPTACLE

REF REFRIGERATOR

REQ'D REQUIRED

RGS RIGID GALVANIZED STEEL

SEC SECURITY

SHT SHEET
S.N. SOLID NEUTRAL

SPD SURGE PROTECTION DEVICE

SS STAINLESS STEEL

SWGR SWITCHGEAR

TC TERMINAL CABINET

TEL TELEPHONE
T.I. TENANT IMPROVEMENT
T.R. TAMPER RESISTANT

TV TELEVISION

TYP TYPICAL
U.C. UNDER COUNTER

UL UNDERWRITERS LABORATORY
U.N.O. UNLESS NOTED OTHERWISE

V VOLTS

WH WATER HEATER

W WATTS

WP WEATHERPROOF

XFMR TRANSFORMER

X EXISTING TO REMAIN

XD EXISTING TO BE DEMOLISHED

XR EXISTING TO BE RELOCATED

XL NEW LOCATION OF EXISTING ITEM

NEW HANDHOLE

NEW MANHOLE

1. ALL GROUNDING PER NEC.

2. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATION OF RECEPTACLES IN TEL/COM ROOMS PRIOR TO ROUGH-IN.

3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL OTHER DOCUMENTATION. COORDINATE WITH ALL OTHER TRADES FOR EQUIPMENT LOCATIONS.

4. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALL RECEPTACLES AND DEVICES.

5. COORDINATE WITH EQUIPMENT MANUFACTURER FOR LOCATIONS AND CONNECTIONS.

6. VERIFY ALL MECHANICAL EQUIPMENT LOCATIONS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN.

7. EACH BRANCH CIRCUIT THAT SUPPLIES NON-LINEAR LOADS INCLUDING COMPUTERS, COMMUNICATION RACKS, ETC. MUST HAVE A DEDICATED NEUTRAL.

8. MULTI-WIRE BRANCH CIRCUITS FOR GENERAL LOADS CAN INCLUDE UP TO THREE

PHASE CONDUCTORS WITH A SHARED NEUTRAL IN A RACEWAY IF A MULTI -POLE

BREAKER IS PROVIDED TO SIMULTANEOUS DISCONNECT ALL SINGLE POLE

CIRCUIT BREAKERS THAT SUPPLY INDIVIDUAL PHASE CONDUCTORS OF THE MULTI-WIRE CIRCUIT.

EXISTING HANDHOLE

EXISTING MANHOLE
P P
J

D DIMMER SWITCH

D DIMMER/OCCUPANCY SENSOR SWITCH

OCCUPANCY SENSOR SWITCH

S TOGGLE SWITCH
EMERGENCY LIGHTING FIXTURES. SEE FIXTURE SCHEDULE
FOR MODEL/PART NUMBERS AND ADDITIONAL DETAILS.

LUMINAIRE(S) POLE MOUNTED ON TOP. TYPE AS NOTED.

LIGHTED EXIT SIGN. TOP MOUNTED ON CEILING OR STEM MOUNTED.

SHADED SIDE INDICATES FACE. PROVIDE ARROWS TO MATCH
ARCHITECTURAL OR LIFE SAFETY PLANS.
#
SUBSCRIPT ADJACENT TO LIGHTING FIXTURE INDICATES:

L# = FIXTURE DESIGNATION
1,2,3 etc. = BRANCH CIRCUIT NUMBERS
a,b,c etc. = SWITCH-LEG REFERENCE
NL = NIGHT/SECURITY LIGHTING FIXTURE

LIGHTING LEGEND

COORDINATE THE EXACT MOUNTING AND LOCATION OF ALL LIGHTING, SUPPORTS AND ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH-IN. SEE ARCH PLANS FOR EXACT GRID, FLUSH AND SURFACE MOUNTING LOCATIONS.

S #
OHP

OHP EXISTING TO BE DEMOLISHED CONDUIT AND/OR
CONDUCTOR. SEE BELOW FOR TYPICAL DESIGNATIONS

OHPX X X

OHP EXISTING CONDUIT AND/OR CONDUCTOR LINE TO
REMAIN. SEE BELOW FOR TYPICAL DESIGNATIONS
OHP

UP - UNDERGROUND PRIMARY

US - UNDERGROUND SECONDARY

UC - UNDERGROUND COMMUNICATIONS

USL - UNDERGROUND STREET LIGHTING

OHP - OVERHEAD PRIMARY

OHS - OVERHEAD SECONDARY

OHC - OVERHEAD COMMUNICATIONS

NEW TRANSFORMER EXISTING TRANSFORMERT T

NEW MV SWITCH EXISTING MV SWITCHSW SW

NEW OH POLE EXISTING OH POLE

NEW OH TRANSFORMER EXISTING OH TRANSFORMER

DUPLEX QUAD DUPLEX
GFI
QUAD
GFI
DUPLEX

WITH USB
RECEPTACLE, NON-LOCKING TYPE, GROUNDING, 120V - 20A.

MOUNTED AT +18 AFF UNO. SHADED REPRESENTS ABOVE
COUNTER OR +42" AFF.

DUPLEX QUAD DUPLEX
GFI
QUAD
GFI
DUPLEX

WITH USB
SPLIT YOLK HALF CONTROLLED RECEPTACLE NON-LOCKING TYPE 120V-20A. TO BE LOCATED WITHIN 6' OF AN UNCONTROLLED RECEPTACLE. CONNECT SWITCH

LEG BETWEEN RELAY POWER PACK AND OCCUPANCY CONTROLS FOR AUTOMATIC SHUT OFF. CONTROLLED RECEPTACLES SHALL HAVE PERMANENT MARKING TO DIFFERENTIATE THEM FROM UNCONTROLLED RECEPTACLES. (CEC TITLE 24 SECTION 130.5(D)). PROVIDE FACEPLATE PER NEC 406.3(E).

CEILING MOUNTED DUPLEX OR QUAD RECEPTACLE,
NON-LOCKING TYPE, GROUNDING.

POWER FLOOR BOX.

WALL OR FLOOR POWER CONNECTION TO MODULAR FURNITURE.

VERIFY EXACT LOCATION WITH FURNITURE SUPPLIER.

JUNCTION BOX

WALL MOUNTED JUNCTION BOX
EQUIPMENT SIZES SHOWN ON PLANS ARE NOT EXACT. CONTRACTOR IS RESPONSIBLE FOR ENSURING EQUIPMENT CLEARANCES ARE MET BASED ON ACTUAL SIZE.

COORDINATE THE EXACT MOUNTING AND LOCATION OF ALL WIRING DEVICES AND ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH-IN. SEE ARCH PLANS FOR EXACT DEVICE LOCATIONS.

SPECIAL NEMA CONFIGURATION RECEPTACLE MOUNTED AT +18"
AFF UNO. SEE FLOOR PLANS FOR CONFIGURATION.

CEILING MOUNTED SPECIAL NEMA CONFIGURATION RECEPTACLE.

SEE FLOOR PLANS FOR CONFIGURATION.

CIRCUIT BREAKER CALLOUT

FUSE CALLOUT
- TRIP SIZE
- POLE
- FUSE SIZE
- POLE

NON-FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED)

FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED)
T
MOTOR
GROUND

CIRCUIT BREAKER
GFP

SPD SURGE PROTECTION DEVICE

GROUND FAULT PROTECTION

ENCLOSED CIRCUIT BREAKER

SINGLE LINE LEGEND

TC TIME CLOCK

KILOWATT-HOUR METER

FUSED SWITCH

MOTOR STARTER (NEMA SIZE AS NOTED)
CB

AUTOMATIC TRANSFER SWITCH

PANEL BOARD
2 2

M EXTERNALLY MOUNTED METER
175
3 150
3 M

TOGGLE TYPE FRACTIONAL HP MANUAL MOTOR STARTER WITH

THERMAL OVERLOADS (DELETED IF FOR DISCONNECT USE ONLY)
AND HANDLE GUARD/LOCK-OFF, 2 POLES (VERIFY WITH BRANCH
CIRCUIT).

COMBINATION FUSIBLE DISCONNECT SWITCH AND MOTOR STARTER, (NEMA SIZE AS NOTED), 3P, 600 VAC MAXIMUM RATING.

TRANSFORMER DELTA PRIMARY, WYE SECONDARY WITH kVA RATING

EPO - EMERGENCY POWER OFF BUTTON
S
M M
COMBINATION VOICE/DATA OUTLET MOUNTED AT 18'' UNO.

PROVIDE 3/4" C.O. TERMINATE IN ACCESSIBLE CEILING WITH
INSULATED BUSHING.

WALL MOUNTED VOICE OUTLET AT +18'' UNO.

PROVIDE 3/4" C.O. TERMINATE IN ACCESSIBLE CEILING WITH
INSULATED BUSHING.

COORDINATE THE EXACT MOUNTING OF ALL CABLE TRAY SUPPORTS AND ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH-IN.
12'' WIDE MONO-TRAY, 4'' DEEP (NOMINAL), 6'' RUNG SPACING.

TYPICAL UNO
12'' WIDE CABLE TRAY, 4'' DEEP (NOMINAL) TYPICAL UNO
WALL MOUNTED DATA OUTLET AT +18'' UNO.

PROVIDE 3/4" C.O. TERMINATE IN ACCESSIBLE CEILING WITH
INSULATED BUSHING.

CEILING MOUNTED DATA OR VOICE/DATA OUTLET.

WALL OR FLOOR VOICE/DATA CONNECTION TO MODULAR
FURNITURE. VERIFY EXACT LOCATION WITH FURNITURE
SUPPLIER.

FLOOR DATA OR VOICE/DATA OUTLET. VERIFY EXACT LOCATION WITH ARCHITECT.

SPEAKER - CEILING MOUNTED
A
N
TON

N A T H AN
S
O
N
Exp. 03/31/23

LATRICECLE
REE

REGISTEREDPROFESSIONALENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
S
AN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-117005-115

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED SCOPE
S

UBMITTAL
12/14/22

LEGEND NOTES
AND

ABBREVIATIONS
200702
E001
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
Not for Construction
For Council Approval
Re-Bid

1.0 INTENT

1.1 FURNISH AND INSTALL A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM IN A
CCORDANCE WITH PLANS AND SPECIFICATIONS.

1.2 ALL DRAWINGS ARE DIAGRAMMATIC IN NATURE AND THE REQUIRED INSTALLATION IS NOT LIMITED TO WHAT IS SHOWN. ALL APPURTENANCES NECESSARY TO PROVIDE A

COMPLETE AND OPERATIONAL SYSTEM MUST BE INCLUDED IN THE CONTRACTORS BID AND WORK.

2.0 GENERAL

2.1 THE CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ALL E
XISTING CONDITIONS WHICH MAY AFFECT HIS BID OR WORK. NO ALLOWANCES WILL

BE MADE FOR EXISTING CONDITIONS OR THE CONTRACTORS FAILURE TO ACCOMMODATE EXISTING CONDITIONS ON HIS BID.

2.2 IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN CLARIFICATION OF ANY

APPARENT CONFLICT OR INCONSISTENCY IN THE DRAWINGS, SPECIFICATION, OR DESIGN, PRIOR TO HIS BID AND IN WRITING WITH THE ENGINEER. OTHERWISE THE

CONTRACTOR ACCEPTS RESPONSIBILITY TO CORRECT (AT HIS COST) ANY SUCH ITEMS TO MEET THE INTENT AS INTERPRETED BY THE ENGINEER.

2.3 ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE MOST RECENT EDITIONS

OF THE NFPA, NATIONAL ELECTRIC CODE, IBC, APPLICABLE CITY AND STATE CODES AND ORDINANCES, THE AMERICANS WITH DISABILITIES ACT, E.P.A. REGULATIONS (INCLUDING EPACT 1992), AND UTILITY COMPANY REQUIREMENTS. THE FOREGOING

CODES AND REGULATIONS ARE REQUIREMENTS AND ARE INCORPORATED IN THIS SPECIFICATION FOR THIS WORK BY REFERENCE.

2.4 THE CONTRACTOR SHALL COORDINATE AND PROVIDE INFORMATION AS REQUIRED TO SERVICE REQUIRED AND MEET UTILITY REQUIREMENTS. IMMEDIATE COORDINATION W
ILL BE REQUIRED FOR MOST PROJECTS. FIELD COORDINATE ALL REQUIREMENTS WITH UTILITY Co. PRIOR TO TRENCHING.

2.5 REFER TO ARCHITECTURAL, MECHANICAL, CIVIL, STRUCTURAL, AND/OR EQUIPMENT

SUPPLIERS DRAWINGS AND SPECIFICATIONS FOR EXACT EQUIPMENT LOCATIONS, LOADS AND ADDITIONAL REQUIREMENTS. REPRESENTATIONS OF THE WORK SPECIFIC

TO THE OTHER DISCIPLINES IS SHOWN ON THE ELECTRICAL DRAWINGS FOR REFERENCE ONLY.
2 .6 THE CONTRACTOR ASSUMES RESPONSIBILITY FOR ALL EQUIPMENT HE SUPPLIES. ALL

EQUIPMENT SHALL BE INSTALLED STRICTLY PER MANUFACTURERS RECOMMENDATIONS. OTHERWISE THE CONTRACTOR ASSUMES RESPONSIBILITY (AT

HIS COST) TO CORRECT AND REMEDY ANY INSTALLATION NOT IN COMPLIANCE WITH

THE MANUFACTURES RECOMMENDATIONS AND INTENTIONS AS INTERPRETED BY THE ENGINEER.

2.7 ANY VARIANCE OR EXCEPTIONS TO THE DRAWINGS AND SPECIFICATIONS MUST BE REQUESTED AND APPROVED IN WRITING. INTERIM VERBAL APPROVALS WILL ONLY BE

PROVIDED WHEN THE ENGINEER DETERMINES THIS TO BE JUSTIFIED AND MUST BE CONFIRMED IN WRITING TO BE FINAL.

2.8 THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS, VARIANCES, AND APPROVALS, ETC. (AT HIS COST) WHICH MAY BE REQUIRED FOR COMPLETION OF THIS WORK.

2.9 PRIOR TO ROUGH-IN, THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL LIGHT FIXTURES AND WIRING DEVICES WITH ARCITECT/OWNER: TO INCLUDE MOUNTING HEIGHT AND LOCATIONS. ALL CONFLICTS SHALL BE REPORTED TO THE ENGINEER/ARCHITECT.

2.10 THE ELECTRICAL CONTRACTOR SHALL PROVIDE EQUIPMENT AND SUPPORT FOR PROGRESS AND FINAL INSPECTIONS. THIS INCLUDES COMPLETE ACCESS TO ALL EQUIPMENT. ADDITIONALLY A COMPLETE SET OF SPARE FUSES FOR ALL FUSES USED AND A 5% SUPPLY OF ALL LIGHT BULBS PROVIDED IN FIXTURES (TO A MAXIMUM OF 15 FOR EACH STYLE) SHALL BE PROVIDED TO THE OWNER AT FINAL INSPECTION.

2.11 RECONSTRUCTION
(TO INCLUDE TENANT IMPROVEMENTS)

ALL RECONSTRUCTION OF EXISTING FACILITIES AND EQUIPMENT SHALL REQUIRE

COMPLETE RENOVATION (MAKE GOOD AS NEW) FOR ALL EXISTING EQUIPMENT UPON

WHICH WORK IS PERFORMED OR EQUIPMENT WHICH IS AFFECTED BY THE WORK PERFORMED. THIS WILL INCLUDE THESE FOLLOWING REQUIREMENTS:

2.11.1 VERIFICATION OF EXISTING S.E.S. COMPLIANCE WITH NEC "GROUNDING" ARTICLES.

2.11.2 VERIFICATION OF CABLE SIZE AND AMPACITY OF EXISTING FEEDERS AND BRANCH CIRCUITS WITH NEC TABLES.

2.11.3 EXISTING LIGHT FIXTURES TO BE REUSED MUST BE CLEANED, RE-LAMPED, AND RESTORED TO "LIKE NEW" CONDITION.

2.11.4 EXISTING PANEL BOARDS, SWITCH BOARDS, AND TRANSFORMERS WHICH ARE

INCLUDED IN THE PROJECT WORK SHALL HAVE PREVENTATIVE MAINTENANCE

PERFORMED TO INCLUDE RE-TORQUING OF ALL LUGS, CLEANING AND INSPECTION.

2.11.5 VERIFY PROPER WORKING CONDITION OF ALL EXISTING EMERGENCY FIXTURES AND EXIT SIGNS. REPAIR OR REPLACE AS REQUIRED.

IN THE EVENT THAT INSPECTION REVEALS DISCREPANCIES AND/OR NONCOMPLIANCE

THE OWNER AND THE ENGINEER SHALL BE NOTIFIED IN WRITING, AND EQUIPMENT BROUGHT INTO COMPLIANCE.

3.0 MATERIALS AND METHODS

3.1 THE USE OF EMT IS ACCEPTABLE IN ACCORDANCE WITH NEC ARTICLE "ELECTRICAL M
ETALLIC TUBING". EMT SHALL NOT BE USED WHERE IT IS SUBJECT TO SEVERE PHYSICAL DAMAGE. EMT FITTINGS SHALL BE COMPRESSION TYPE. MINIMUM TRADE CONDUIT SIZE IS 1/2" AND 3/4" FOR HOME RUNS.

3.2 CONDUCTORS SHALL BE 600V COPPER (98 % CONDUCTIVITY). MINIMUM LINE VOLTAGE WIRE SIZE IS #12 A.W.G. #6 AND SMALLER SHALL HAVE THHN/THHW INSULATION. #4 AND LARGER SHALL HAVE XHHW/XHHW-2 INSULATION. ALL CONDUCTORS SHALL HAVE 90° RATED INSULATION. ALL 120V, 20A BRANCH CIRCUIT CONDUCTORS (#12) OVER 100' IN LENGTH TO BE #10'S MINIMUM. ALL 277V, 20A BRANCH CIRCUIT CONDUCTORS (#12) OVER 200' IN LENGTH TO BE #10'S MINIMUM.

3.3 WHEN SEPARATE BRANCH CIRCUIT NEUTRAL CONDUCTORS ARE USED WITH EACH

PHASE CONDUCTOR OR SYSTEMS FURNITURE IS INDICATED, THE MINIMUM NEUTRAL CONDUCTOR SIZE SHALL BE #10 A.W.G. STRANDED COPPER.

3.4 ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE. (MINIMUM 20 AMPS RATED FOR RECEPTACLES AND SWITCHES). HUBBELL, PASS & SEYMOUR, BRYANT, OR LEVITON ARE ACCEPTABLE. ALL SPECIAL RECEPTACLES AND GROUND FAULT PROTECTION DEVICES MUST BE PERMANENTLY MARKED WITH ENGRAVED COVER PLATES.

INDICATE USE AND CIRCUIT NUMBER.

3.5 COVER PLATES AND DEVICES SHALL BE PHENOLIC PLASTIC (WHITE OR COLOR

SELECTED BY ARCHITECT) IN OFFICE/COMMERCIAL/OR LIVING AREAS, AND

GALVANIZED STEEL IN WAREHOUSE/INDUSTRIAL/MANUFACTURING AREAS OR AREAS SUBJECT TO PHYSICAL ABUSE.

3.7 FLEXIBLE METAL CONDUIT (SEAL TITE FOR EXTERIOR APPLICATIONS) SHALL BE USED FOR CONNECTIONS TO EQUIPMENT SUBJECT TO VIBRATION (E.G. MOTORS) WITH A MAXIMUM DISTANCE OF 6 ft.

3.8 THE USE OF MC CABLE IS ACCEPTABLE (UPON OWNER NOTIFICATION AND APPROVAL) AND MAY BE USED IN ACCORDANCE WITH NEC ARTICLE "METAL-CLAD CABLE: TYPE MC", BUT LIMITED TO USE FOR CONCEALED BRANCH CIRCUITS ONLY. ADDITIONALLY M

C CABLE MAY NOT BE USED FOR HOME RUNS, OUTDOORS, AND MEDICAL/DENTAL E
NVIRONMENTS.

3.9 NON-METALLIC CONDUIT (MIN. SCHEDULE 40) MAY BE USED ONLY IN OR UNDER SLABS & IN CONCRETE OR MASONRY WALLS. MIN. 24" COVER REQUIRED FOR UNDERGROUND USE.

3.10 FUSES SHALL BE BUSSMAN, LITTLEFUSE, OR GOULD SHAWMUT.

3.11 CONDUCTORS WILL BE SOLID AND/OR STRANDED WITH INSULATION CONTINUOUSLY COLOR COATED UP TO AND INCLUDING SIZE #6 A.W.G. GROUNDING/BONDING CONDUCTORS SHALL BE U.L. LABELED ROPE STRAND.

3.12 CONNECTIONS OR SPLICES SHALL BE EXOTHERMIC WELD (CAD WELD OR THOMAS AND BETTS FUSEWELD) FOR GROUNDING/BONDING CONDUCTORS.

3.13 NEW CONDUCTORS SHALL BE CONTINUOUS. HYDRAULIC CRIMP SPLICES OR

CONNECTIONS ARE EXCEPTIONS AND REQUIRE SPECIFIC APPROVAL IN WRITING BY ENGINEER.

3.14 ALL CONDUIT SUPPORT SYSTEMS SHALL BE INSTALLED ON THE BUILDING STRUCTURE.

UNISTRUT, BEELINE, SUPERSTRUT STEEL CITY SPRING STEEL FASTENERS OR CADDY MOUNTING SYSTEMS ARE ACCEPTABLE. NO CONDUIT WILL BE SUPPORTED BY THE CEILING WIRES, TIE WIRE OR GRID SYSTEM. PERFORATED STRAPS OR OTHER PIPING

AND CONDUIT STRAPS ARE NOT
ACCEPTABLE SUPPORTS.
3 .15 ACCEPTABLE MANUFACTURES FOR SWITCH GEAR, DISTRIBUTION GEAR AND RELATED COMPONENTS ARE: SQUARE D, ACME TRANSFORMERS, GENERAL ELECTRIC, SIEMENS, AND CUTLER-HAMMER.

3.16 CONDUCTORS SHALL BE COLOR CODED FOR BRANCH CIRCUITS AND PHASE LEGS OF FEEDERS TO PANEL BOARDS, SWITCHBOARDS, ETC. IN ACCORDANCE WITH NEC AND LOCAL MUNICIPAL REQUIREMENTS. SPECIFIC REQUIREMENTS INCLUDE THE FOLLOWING:
· 120-V, 2-WIRE CIRCUIT: GROUNDED NEUTRAL-WHITE; UNGROUNDED LEG-BLACK.
· 208Y/120-V, 3-PHASE, 4-WIRE: GROUNDED NEUTRAL-WHITE; PHASE A-BLACK; PHASE B-RED; PHASE C-BLUE.
· 240/120-V, 3 WIRE, SINGLE PHASE CIRCUIT: GROUNDED NEUTRAL-WHITE; PHASE A-BLACK; PHASE B-RED.
· 240-V, DELTA, 3-PHASE, 3-WIRE: PHASE A-BLACK; PHASE B-RED; PHASE C-BLUE.
· 240/120-V, 3-PHASE, 4-WIRE, HIGH-LEG DELTA: GROUNDED
NEUTRAL-WHITE; HIGH LEG (208-V TO NEUTRAL)-ORANGE; PHASE A-BLACK; PHASE C-BLUE.
· 480Y/277-V, 3-PHASE, 4-WIRE: GROUNDED NEUTRAL-GRAY; PHASE A-BROWN; PHASE B-ORANGE; PHASE C-YELLOW.
· 480-V, DELTA, 3-PHASE, 3-WIRE: PHASE A-BROWN; PHASE B-ORANGE; PHASE C-YELLOW.
· EQUIPMENT GROUNDING CONDUCTORS-GREEN;ISOLATED
GROUNDS-GREEN WITH A YELLOW STRIPE.

3.17 ALL INSTALLATIONS WITHIN PLENUM RATED CEILING SPACE SHALL BE IN ACCORDANCE WITH NEC ARTICLE "WIRING METHODS" WITH REGARDS TO SMOKE DEVELOPMENT AND FLAME SPREAD.

3.18 ALL UNDERGROUND CABLE, PIPE AND CONDUITS SHALL BE DETECTABLE (METALLIC) OR HAVE A DETECTABLE UNDERGROUND LOCATION DEVICE INSTALLED WITH IT. THE RECOMMENDED DETECTABLE UNDERGROUND LOCATION DEVICE IS A #18 OR LARGER

COPPER TRACER WIRE SECURELY ATTACHED TO THE TOP OF ANY NON-METALLIC CABLE, PIPE OR CONDUIT AT 8'-0" 0/C AND SHALL HAVE A MINIMUM OF 12" OF TRACER WIRE ACCESSIBLE AT ALL ABOVE GRADE TERMINATIONS.

3.19 ALL HORIZONTAL UNDERGROUND CONDUIT RUNS (INCLUDING UNDER CONCRETE SLABS) SHALL BE A MINIMUM OF 24" BELOW GRADE.

3.20 ALL MATERIAL & DEVICES USED EXTERIOR OF THE BUILDING SHALL BE LISTED U.L.

FOR WATERPROOF APPLICATIONS.

4.0 SUBMITTALS

4.1 SUBMIT SAMPLES AND 6 SETS OF SHOP DRAWINGS AND SAMPLES FOR ALL E

QUIPMENT PRIOR TO ORDERING IN A TIMELY MANNER, SUBMITTALS SHALL INCLUDE

LIGHT FIXTURES (INCLUDING LIGHT POLES), SWITCHBOARDS, PANELBOARDS, BREAKERS, STARTERS, HVAC ELECTRICAL EQUIPMENT AND TRANSFORMERS.

4.1.1 SHOP DRAWINGS SHALL INCLUDE LAYOUT DIMENSIONS AND IDENTIFICATION

OF SPECIFIC EQUIPMENT FOR INSTALLATION, MINIMUM NEC CLEARANCES SHALL BE INDICATED.

4.1.2 THE CONTRACTOR SHALL INCLUDE COMPARISON DATA AND SAMPLES FOR

BOTH THE SUBSTITUTE AND SPECIFIED ITEMS WHEN SUBSTITUTIONS ARE PROPOSED. THE CONTRACTOR REMAINS RESPONSIBLE TO PROVIDE THE

ORIGINALLY SPECIFIED INSTALLATION IN ACCORDANCE WITH THE ORIGINAL DELIVERY DATE (AT HIS COST) WHEN SUBSTITUTIONS ARE NOT APPROVED.

4.2 THE CONTRACTOR SHALL SUBMIT COMPLETE AND ACCURATE "AS BUILT" DRAWING TO THE OWNER AND ENGINEER WITHIN 2 WEEKS OF OWNER ACCEPTANCE. PROVIDE 4 SETS OF BLUELINES OR REPRODUCIBLES. FAILURE TO COMPLY WILL RESULT IN

WITHHOLDING OF PAYMENTS DUE, AND ASSESSMENT OF CHARGES (AGAINST THE

CONTRACTOR) FOR AS-BUILT DEVELOPMENT BY THE ENGINEER AT THE CURRENT HOURLY RATE.

4.3 PROVIDE A LETTER TO THE OWNER AND ENGINEER CERTIFYING ALL EQUIPMENT AND TERMINATION'S ARE PROPERLY TORQUED. THIS CERTIFICATION SHALL BE EXECUTED

BY A LICENSED CONTRACTOR, AND WRITTEN CERTIFICATION PROVIDED ON COMPANY LETTERHEAD.

4.4 PROVIDE 2 COPIES OF ALL MANUFACTURER/SUPPLIER WARRANTIES AND GUARANTEES TO THE OWNER WITHIN 2 WEEKS OF FINAL ACCEPTANCE BY THE OWNER.

5.0 WARRANTY

5.1 THE CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND/OR WORKMANSHIP F

URNISHED BY HIM UNDER THIS CONTRACT FOR A PERIOD OF ONE YEAR FROM THE

DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER, UNLESS LONGER

WARRANTY PERIOD HAS BEEN REQUIRED BY BIDDING INSTRUCTIONS OR HAS BEEN INDICATED FOR SPECIFIC EQUI[PMENT OR SYSTEMS. ANY DEFECTS DEVELOPING

DURING THE WARRANTY PERIOD TRACEABLE TO MATERIALS OR WORKMANSHIP SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE.

5.2 THE OWNER RETAINS THE RIGHT TO REQUIRE REMOVAL AND INSTALLATION (AT ANY

TIME) OF ANY MATERIAL OR EQUIPMENT NOT IN COMPLIANCE WITH THE PROVISIONS AND STANDARDS OF THESE DRAWINGS AND SPECIFICATIONS. NO CLAIM FOR

ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK PERFORMED IN THIS REGARD.

5.3 THE CONTRACTOR AGREES TO TRANSFER ALL MANUFACTURER'S/SUPPLIER'S WARRANTIES AND GUARANTEES TO THE OWNER. THIS INCLUDES COMPLETION OF ALL DOCUMENTATION FOR THE MANUFACTURER/SUPPLIER.

6.0 DISTRIBUTION

6.1 PANELBOARDS (EXISTING): ADD CIRCUIT BREAKERS (FULL SIZED BREAKERS) AS R
EQUIRED FOR CIRCUITING. MATCH PRECISELY BRAND AND PROVIDE A.I.C. RATING AS INDICATED ON DRAWINGS. TANDEM AND PIGGY-BACK BREAKERS ARE NOT PERMITTED. ALL LUGS OR CONNECTORS TO BE 60°C RATED FOR PANEL LESS THAN OR EQUAL TO 100 AMPS AND 75°C FOR PANELS GREATER THAN 100 AMPS MINIMUM.

6.2 PANELBOARDS (NEW): SHALL BE RATED AS SHOWN ON DRAWINGS WITH PLATED COPPER BUSSING. PROVIDE NEMA ENCLOSURES AS REQUIRED TO SUITE THE ENVIRONMENT. BACK BOXES ENLARGED FOR DOUBLE NEUTRALS AND LUGS CAPABLE OF OVERSIZING ISOLATED GROUND AND NORMAL GROUND BUS. ALL LUGS OR CONNECTORS TO BE60°C RATED FOR PANEL LESS THAN OR EQUAL TO 100 AMPS AND 75°C FOR PANELS GREATER THAN 100 AMPS MINIMUM. PANELBOARD CABINET SHALL BE EQUIPPED WITH PIANO HINGES WITH DOOR IN DOOR CONSTRUCTION.

6.3 CIRCUIT BREAKERS SHALL BE SWITCH RATED AND AMBIENT COMPENSATED FOR ALL CIRCUITS. PROVIDE SWITCHED NEUTRALS ON ALL CIRCUIT BREAKERS FEEDING CLASS 1 AND CLASS 2 AREAS WITH NEUTRALS. GFCI ON CIRCUITS WITH NEUTRALS TO DEVICES ABOVE CLASSIFIED AREAS. ALL LIGHTING PANELS/CIRCUIT BREAKERS SHALL BE RATED FOR CONTINUOUS DUTY. HACR RATED BREAKERS SHALL BE INSTALLED FOR ALL HVAC CIRCUITS CONTAINING MULTIPLE MOTOR LOADS.

6.4 ALL EQUIPMENT (PANELS, DISCONNECT SWITCHES, STARTERS, ETC.) SHALL BE MARKED WITH BLACK OR RED ENGRAVERS STOCK TAGS EMBOSSED WITH 1/4" HIGH LETTERS DESCRIBING EACH ITEM. CONDUCTORS WILL BE MARKED AT ALL TERMINATION AND JUNCTION POINTS (PANELS, JUNCTION BOXES, SPLICES, ETC.)

WITH LABELS BEARING THE PANEL AND CIRCUIT NUMBER WHICH FEEDS EACH CONDUCTOR (PER NEC 210.4, 300.3).

6.5 ALL PANELBOARDS WILL HAVE TYPED DIRECTORY CARDS IDENTIFYING ALL CIRCUITS AND SPACES.

6.6 TRANSFORMERS 15 KVA AND ABOVE SHALL BE 150°C TEMPERATURE RISE ABOVE 40°C AMBIENT. ALL INSULATING MATERIALS TO BE IN ACCORDANCE WITH NEMA ST20-1972 STANDARDS FOR A 220°C UL COMPONENT RECOGNIZED INSULATION SYSTEM. SINGLE PHASE TRANSFORMERS 15 KVA THROUGH 167 KVA, AND THREE PHASE TRANSFORMERS THROUGH 45 KVA SHALL BE DESIGNED SO THEY CAN BE EITHER FLOOR OR WALL MOUNTED. THE TRANSFORMER SHALL BE LISTED BY UNDERWRITERS LABORATORY FOR SPECIFIED TEMPERATURE RISE. TRANSFORMERS 75 KVA AND

ABOVE SHALL BE DESIGNED FOR FLOOR INSTALLATION ONLY UNLESS NOTED OTHERWISE.

6.7 LABEL ALL PANELS/TRANSFORMERS/DISCONNECTS WITH "WARNING" - ELECTRICAL
E

QUIPMENT - DANGER - QUALIFIED PERSONNEL ONLY TO OPERATE ON OPEN E
QUIPMENT.

6.8 DISCONNECT SWITCHES WILL BE COMMERCIAL-DUTY, QUICK-MAKE, QUICK-BREAK, HORSEPOWER RATED, NEMA 1 INDOOR, NEMA 3R GASKETED, (4X) NEMA 12, OR NEMA 7 AS APPLICABLE WITH FUSES PER DRAWING.

6.9 MANUAL MOTOR STARTERS WITH THERMAL OVERLOADS WILL BE PROVIDED FOR FRACTIONAL HORSEPOWER MOTORS 1/2 HP OR GREATER. SQUARE 'D' CLASS 2510, 2511, 2512. AMBIENT COMPENSATED AS REQUIRED.

6.10 MAGNETIC MOTOR STARTERS WITH THERMAL OVERLOADS, (2) AUXILIARY CONTACT SWITCHES, INTERNAL LINE VOLTAGE TO 24 VOLT TRANSFORMER (250VA. MIN) WITH

PROPER PRIMARY/SECONDARY PROTECTION, AMBIENT COMPENSATED, RED RUNNING LIGHT, HAND-OFF-AUTO, ACROSS THE LINE STARTERS TO 25HP. WILL BE PROVIDED WITH EACH MOTOR AS SHOWN ON THE DRAWING (ONE HORSEPOWER TO 25 H.P.).

6.11 CONTROL PANELS SHALL HAVE A WITHSTAND RATING OF 10,000 AMPS FOR .5 SEC.

UNLESS INDICATED OTHERWISE ON THE DRAWINGS.

7.0 LIGHT FIXTURES

7.1 8.1 FURNISH AND INSTALL ALL LIGHTING FIXTURES COMPLETE WITH LAMPS, WHIPS A
ND ACCESSORIES. ALL RECESSED FIXTURES WILL BE RATED FOR USE IN ANY CEILING APPLICATIONS AND BE THERMALLY PROTECTED.

7.2 MOUNTING TYPE AND VOLTAGE OF FIXTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. (4) EARTHQUAKE CLIPS WILL BE INSTALLED ON EACH FIXTURE MOUNTED IN GRID OR FLANGE TYPE CEILINGS. FLUORESCENT FIXTURE LENSES WILL BE 100% ACRYLIC, .125" THICK MINIMUM.

7.3 ALL FIXTURES TO BE INSTALLED IN SYMMETRICAL MANNER FREE FROM LIGHT LEAKS AND DIRTY LENSES OR REFLECTORS.

7.4 ALL LAY-IN FIXTURES IN ACOUSTICAL CEILING SYSTEMS WILL BE INSTALLED PER IBC STANDARD. VERIFY WITH LOCAL BUILDING AUTHORITY.

8.4.1 SUPPORT FIXTURES PER IBC WITH TWO LOOSE SIZE #9 WIRES TO STRUCTURES ON OPPOSITE CORNERS AND 2 TAUGHT SIZE #9 WIRE TO

STRUCTURE AT CORNERS AND/OR FIXTURE SHALL BE FASTENED BY

SCREWS INTO T-BAR RUNNERS IN ACCORDANCE WITH LOCAL AUTHORITY HAVING JURISDICTION.

7.5 LAMPS SHALL CONFORM TO THE FOLLOWING:

A. 80 CRI (COLOR RENDERING INDEX) MINIMUM.

B. LED
B.A. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.

B.B. NRTL COMPLIANCE: LUMINAIRES FOR HAZARDOUS LOCATIONS SHALL

BE LISTED AND LABELED FOR INDICATED CLASS AND DIVISION OF HAZARD BY AN NRTL.

B.C. FM GLOBAL COMPLIANCE: LUMINAIRES FOR HAZARDOUS LOCATIONS

SHALL BE LISTED AND LABELED FOR INDICATED CLASS AND DIVISION OF HAZARD BY FM GLOBAL.

B.D. RECESSED FIXTURES: COMPLY WITH NEMA LE 4.

B.E. CRI OF 80. CCT OF 3500K UON.

B.F. RATED LAMP LIFE OF 50,000 HOURS.

B.G. LAMPS DIMMABLE FROM 100 PERCENT TO 0 PERCENT OF MAXIMUM LIGHT OUTPUT.

B.H. INTERNAL DRIVER.

B.I. NOMINAL OPERATING VOLTAGE AS INDICATED IN FIXTURE SCHEDULE

7.7 LIGHTING CONTACTORS/CONTROL PANELS - LIGHTING CONTACTORS/CONTROL PANELS SHALL HAVE A WITHSTAND RATING OF 5,000 AMPS FOR .5 SEC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS.

7.8 OCCUPANCY SENSORS

7.8.1 WALL- OR CEILING-MOUNTED, SOLID-STATE INDOOR OCCUPANCY SENSORS WITH A SEPARATE POWER PACK.

1. LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED

TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND
APPLICATION.

2. OPERATION: UNLESS OTHERWISE INDICATED, TURN LIGHTS ON

WHEN COVERAGE AREA IS OCCUPIED, AND TURN THEM OFF
WHEN UNOCCUPIED; WITH A TIME DELAY FOR TURNING LIGHTS
OFF, ADJUSTABLE OVER A MINIMUM RANGE OF 1 TO 15 MINUTES.

3. SENSOR OUTPUT: CONTACTS RATED TO OPERATE THE
CONNECTED RELAY, COMPLYING WITH UL 773A. SENSOR IS
POWERED FROM THE POWER PACK.

4. POWER PACK: DRY CONTACTS RATED FOR 20-A BALLAST LOAD AT 120- AND 277-V AC, FOR 13-A TUNGSTEN AT 120-V AC, AND FOR 1 HP AT 120-V AC. SENSOR HAS 24-V DC, 150-MA, CLASS 2 POWER SOURCE, AS DEFINED BY NFPA 70.

5. MOUNTING:

5.1. SENSOR: SUITABLE FOR MOUNTING IN ANY POSITION ON A STANDARD OUTLET BOX.

5.2. RELAY: EXTERNALLY MOUNTED THROUGH A 1/2-INCH (13-MM) KNOCKOUT IN A STANDARD ELECTRICAL ENCLOSURE.

5.3. TIME-DELAY AND SENSITIVITY ADJUSTMENTS: RECESSED AND CONCEALED BEHIND HINGED DOOR.

6. INDICATOR: DIGITAL DISPLAY, TO SHOW WHEN MOTION IS

DETECTED DURING TESTING AND NORMAL OPERATION OF
SENSOR.

7. BYPASS SWITCH: OVERRIDE THE "ON" FUNCTION IN CASE OF SENSOR FAILURE.

8. AUTOMATIC LIGHT-LEVEL SENSOR: ADJUSTABLE FROM 2 TO 200 FC (21.5 TO 2152 LUX); TURN LIGHTS OFF WHEN SELECTED
LIGHTING LEVEL IS PRESENT.

7.8.2 PER TYPE: CEILING MOUNTED; DETECT OCCUPANTS IN COVERAGE AREA BY THEIR HEAT AND MOVEMENT.

1. DETECTOR SENSITIVITY: DETECT OCCURRENCES OF 6-INCH-

MINIMUM MOVEMENT OF ANY PORTION OF A HUMAN BODY THAT
PRESENTS A TARGET OF NOT LESS THAN 36 SQ. IN.

2. DETECTION COVERAGE (ROOM): DETECT OCCUPANCY ANYWHERE IN A CIRCULAR AREA OF 1000 SQ. FT. WHEN MOUNTED ON A
96-INCH- HIGH CEILING.

3. DETECTION COVERAGE (CORRIDOR): DETECT OCCUPANCY WITHIN 90 FEET WHEN MOUNTED ON A 10-FOOT- HIGH CEILING.

7.8.3 ULTRASONIC TYPE: CEILING MOUNTED; DETECT OCCUPANTS IN

COVERAGE AREA THROUGH PATTERN CHANGES OF REFLECTED
ULTRASONIC ENERGY.

1. DETECTOR SENSITIVITY: DETECT A PERSON OF AVERAGE SIZE AND WEIGHT MOVING NOT LESS THAN 12 INCHES IN EITHER A

HORIZONTAL OR A VERTICAL MANNER AT AN APPROXIMATE
SPEED OF 12 INCHES/S.

2. DETECTION COVERAGE (SMALL ROOM): DETECT OCCUPANCY ANYWHERE WITHIN A CIRCULAR AREA OF 600 SQ. FT. WHEN
MOUNTED ON A 96-INCH- HIGH CEILING.

3. DETECTION COVERAGE (STANDARD ROOM): DETECT OCCUPANCY ANYWHERE WITHIN A CIRCULAR AREA OF 1000 SQ. FT. WHEN
MOUNTED ON A 96-INCH- HIGH CEILING.

4. DETECTION COVERAGE (LARGE ROOM): DETECT OCCUPANCY ANYWHERE WITHIN A CIRCULAR AREA OF 2000 SQ. FT. WHEN
MOUNTED ON A 96-INCH- HIGH CEILING.

5. DETECTION COVERAGE (CORRIDOR): DETECT OCCUPANCY ANYWHERE WITHIN 90 FEET WHEN MOUNTED ON A 10-FOOT- HIGH CEILING IN A CORRIDOR NOT WIDER THAN 14 FEET.

7.8.4 DUAL-TECHNOLOGY TYPE: CEILING MOUNTED; DETECT OCCUPANTS IN COVERAGE AREA USING PIR AND ULTRASONIC DETECTION METHODS.

THE PARTICULAR TECHNOLOGY OR COMBINATION OF TECHNOLOGIES

THAT CONTROL ON-OFF FUNCTIONS IS SELECTABLE IN THE FIELD BY OPERATING CONTROLS ON UNIT.

1. SENSITIVITY ADJUSTMENT: SEPARATE FOR EACH SENSING TECHNOLOGY.

2. DETECTOR SENSITIVITY: DETECT OCCURRENCES OF 6-INCH-

MINIMUM MOVEMENT OF ANY PORTION OF A HUMAN BODY THAT
PRESENTS A TARGET OF NOT LESS THAN 36 SQ. IN., AND DETECT

A PERSON OF AVERAGE SIZE AND WEIGHT MOVING NOT LESS
THAN 12 INCHES IN EITHER A HORIZONTAL OR A VERTICAL
MANNER AT AN APPROXIMATE SPEED OF 12 INCHES/S.

3. DETECTION COVERAGE (STANDARD ROOM): DETECT OCCUPANCY ANYWHERE WITHIN A CIRCULAR AREA OF 1000 SQ. FT. WHEN
MOUNTED ON A 96-INCH- HIGH CEILING.

7.8.5 COMPLY WITH ALL COMMISSIONING REQUIRED FOR TITLE 24 (CEC 2013)

8.0 TELEPHONE SYSTEMS

9.0 DATA/INFORMATION SYSTEMS

8.1 PROVIDE AND INSTALL A COMPLETE SYSTEM OF EMPTY RACEWAYS 3/4" E
MT MINIMUM WITH PULL STRAP/CORD. PROVIDE REQUIRED/REQUESTED INFORMATION TO TELEPHONE COMPANY PRIOR TO INSTALLATION.

7.6 DIMMERS AND SWITCHES

8.7.1 ALL DEVICES SHALL BE UL LISTED SPECIFICALLY FOR THE REQUIRED LOADS (I.E., INCANDESCENT, FLUORESCENT, LOW VOLTAGE, ELECTRONIC LOW VOLTAGE).

8.7.2 DIMMERS AND SWITCHES SHALL MEET OR EXCEED ANSI/IEEE STD.C62.41-1980

8.7.3 DIMMERS AND SWITCHES SHALL MEET UL 20 AND UL 1472.

8.7.4 DIMMER CONTROL SHALL BE LINEAR SLIDE. DIMMER SHALL PROVIDE A SMOOTH AND CONTINUOUS SQUARE LAW DIMMING CURVE.

8.7.5 DIMMERS SHALL UTILIZE AN LC FILTERING NETWORK TO MINIMIZE

INTERFERENCE WITH PROPERLY INSTALLED RADIO, AUDIO, AND VIDEO EQUIPMENT.

8.7.6 DIMMER CONTROL SLIDER SHALL BE CAPTURED.

8.7.7 FACEPLATE SHALL SNAP ON TO DEVICE WITH NO VISIBLE MEANS OF ATTACHMENT.

8.7.8 ACCEPTABLE MANUFACTURES FOR DIMMERS ARE LUTRON, LITHONIA, LEVITON AND PRESCOLITE, LIGHTOLIER OR PRIOR APPROVED EQUAL.

9.1 PROVIDE AND INSTALL A COMPLETE SYSTEM OF RACEWAYS (CABLE

TRAYS, J-HOOKS, CONDUIT SLEEVES) OF PREFERABLY OPEN
CONSTRUCTION WITH PULL LINE. RACEWAYS TO BE CONTINUOUS.

3.6 ALL CONDUCTORS TO BE CONCEALED EXCEPT, IN AREAS WITH CMU WALLS, TO SURFACE MOUNTED PANELS AND AT THE CEILING OF EXPOSED STRUCTURE AREAS.

CONDUITS WILL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING LINES.

2.11.6 ELECTRICAL CONTRACTOR SHALL PROVIDE FIELD VERIFIED PANEL SCHEDULE PRIOR TO START OF DEMO. TRACE CIRCUITS OF DEVICES EXISTING TO REMAIN

BACK TO PANEL AND PROVIDE AS A SUBMITTAL TO ELECTRICAL ENGINEER PRIOR TO DEMO. CIRCUITS OF DEMOLISHED DEVICES MAY BE LABELED SPARE UNTIL THEY ARE RE-ASSOCIATED IN NEW WORK.

ELECTRICAL SPECIFICATIONS
SOME SPECIFICATIONS MAY NOT BE USED FOR THIS PROJECT.

A
N
TON

N A T H AN
S
O
N
Exp. 03/31/23

LATRICECLE
REE

REGISTEREDPROFESSIONALENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
S
AN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-117005-115

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED SCOPE

SUBMITTAL
12/14/22

ELECTRICAL TI

SPEC NOTES
200702
E002
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
Not for Construction
For Council Approval
Re-Bid
(X)
P
OOL
EQUIP
200A, 120/240V, 3PH, 4W
M
200A
3P
G N
3P
100A
3P
125A
(X) MAIN SWITCH BOARD "MSB-1"
(X) XFMR

UTILITY

SERVICE

SINGLE LINE DIAGRAM
SCALE: NONE
1 E002
PANEL
P-1
MAIN
BLDG

GENERAL NOTES
A. ALL EQUIPMENT IS EXISTING TO REMAIN UNLESS NOTED
OTHERWISE.

B. ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL EXISTING
CONDITIONS. IF CONDITION IS DIFFERENT FROM THAT

INCLUDED IN THIS DRAWING, PROVIDE UPDATED

INFORMATION TO ELECTRICAL ENGINEER PRIOR TO
ROUGH-IN.

C. ELECTRICAL CONTRACTOR SHALL PROVIDE UPDATED

PANEL DIRECTORY FOR EACH PANEL WITH MODIFIED
CIRCUITS.

D. ELECTRICAL CONTRACTOR MUST PROVIDE NEW LABELS

ON ALL BRANCH PANELS WITH MODIFIED CIRCUITS
INDICATING "HIGH-LEG" 240V 3PH SYSTEM.

A
N
TON

N A T H AN
S
O
N
Exp. 03/31/23

LATRICECLE
REE

REGISTEREDPROFESSIONALENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
S
AN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-117005-115

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED SCOPE

SUBMITTAL
12/14/22

ELECTRICAL

SINGLE LINE

DIAGRAM
200702
E003
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
Demand Load (A): 95 A
Continuous 2 6572 VA 125.00% 33215 VA Demand Load (kVA): 39461 VA Non-Continuous 5 00 VA 100.00% 500 VA
Lighting 7 73 VA 125.00% 966 VA Connected Load (A): 78 A Receptacle 4 780 VA 100.00% 4780 VA Connected Load (kVA): 32625 VA Load Classification C onnected Load Demand Factor Estimated Demand Panel Totals Total Amps: 1 04 A 74 A 94 A
Total Load: 1 2517 VA 8857 VA 11250 VA
41 BUSSED SPACE - - 1 -- -- 1 -- BUSSED SPACE 42
39 HIGH LEG - NO 1-POLE LOADS - - 1 -- -- 1 -- HIGH LEG - NO 1-POLE LOADS 40 37 BUSSED SPACE - - 1 -- -- 1 -- BUSSED SPACE 38
35 BUSSED SPACE - - 1 -- -- 1 -- BUSSED SPACE 36
33 HIGH LEG - NO 1-POLE LOADS - - 1 -- -- 1 -- HIGH LEG - NO 1-POLE LOADS 34 31 EQUIPMENT / VEST RECEPTS 2 0 A 1 360 VA 0 VA 1 20 A SPARE 32 29 FIRST AID RECEPTS 2 0 A 1 360 VA 0 VA 1 20 A SPARE 30 27 HIGH LEG - NO 1-POLE LOADS - - 1 -- -- 1 -- HIGH LEG - NO 1-POLE LOADS 28 25 OFFICE RECEPTS 2 0 A 1 900 VA 0 VA 1 20 A SPARE 26
23 REFRIGERATOR 2 0 A 1 180 VA 0 VA 1 20 A SPARE 24
21 HIGH LEG - NO 1-POLE LOADS - - 1 -- -- 1 -- HIGH LEG - NO 1-POLE LOADS 22 19 GARBAGE DISPOSAL 2 0 A 1 500 VA 4429... 20
17 BREAK ROOM RECEPTS 2 0 A 1 720 VA 4429... 18
15 HIGH LEG - NO 1-POLE LOADS - - 1 -- 4429...
3 80 A EWH-2
16 13 SPARE 2 0 A 1 0 VA 4429... 14
11 HAND DRYER 2 0 A 1 500 VA 4429... 12
9 HIGH LEG - NO 1-POLE LOADS - - 1 -- 4429...
3 80 A EWH-1
10 7 STORAGE/RESTROOM/CLOSET RECEPTS 20 A 1 540 VA 0 VA 1 20 A SPARE 8 5 EXTERIOR LIGHTING 2 0 A 1 133 VA 500 VA 1 20 A HAND DRYER 6 3 HIGH LEG - NO 1-POLE LOADS - - 1 -- -- 1 -- HIGH LEG - NO 1-POLE LOADS 4 1 INTERIOR LIGHTING 2 0 A 1 640 VA 720 VA 1 20 A STORAGE / RESTROOM RECEPTS 2 CKT C ircuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes:

Enclosure: T ype 1 MCB Rating: 100
Mounting: Su rface Wires: 4 Bus Rating: 100
Supply From: P hases: 3 Mains Type: MCB 100A
Location: E QUIPMENT 108 Volts: 240/120V A.I.C. Rating: 10,000 Branch Panel: P-1
MSB

ELECTRICAL EQUIPMENT SCHEUDLE

EQUIPMENT PANEL CIRCUIT FLA MCA MOCP

CIRCUIT

CONDUCTORS VOLTAGE/PHASE-VA
EWH-1 P-1 10,12,14 56 A 70 A 80 A 1-1/4"C, 3#2, #2N, #8G 240 V/3-13286 VA EWH-2 P-1 16,18,20 56 A 70 A 80 A 1-1/4"C, 3#2, #2N, #8G 240 V/3-13286 VA ELECTRICAL CONTRACTOR SHALL PROVIDE FIELD VERIFIED PANEL SCHEDULE PRIOR TO START OF DEMO. TRACE CIRCUITS OF DEVICES EXISTING TO REMAIN BACK TO PANEL AND PROVIDE AS A SUBMITTAL TO ELECTRICAL ENGINEER PRIOR TO DEMO. CIRCUITS OF DEMOLISHED DEVICES MAY BE L ABLED SPARE UNTIL THEY ARE RE-ASSOCIATED IN NEW WORK.

Not for Construction
For Council Approval
Re-Bid
J
J

AREA OF DEMO
(X)P-1

AREA OF DEMO
1 1 1 1
1 1

STORAGE
101 WOMEN’S

SHOWER /

CHANGING
102 HWH
103

STORAGE
104

OFFICE /

LIFEGUARD
105

BREAK ROOM
106
ENTRY

VESTIBULE
107 EQUIPMENT
108
HWH
110

STORAGE
112
P-1HAND DRYER

HAND DRYER
7 7
11 6
2 2 P-1 - 16,18,20
P-1 - 10,12,14
(X)EWH-1
(X)EWH-2
CLOSET
109
1 1 1 1
1 GENERAL NOTES
A. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS
PRIOR TO ROUGH-IN.

B. VERIFY MOUNTING HEIGHTS OF ALL DEVICES WITH
ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN.

C. DEMO ALL WIRING DEVICES AND CIRCUITS BACK TO
NEAREST JUNCTION BOX SERVING AREA.

D. DEMO ALL LIGHTING FIXTURES AND CIRCUITS BACK TO
NEAREST JUNCTION BOX SERVING AREA.

E. ALL RECEPTACLES SHALL BE TAMPER RESISTANCE TYPE.

F. ALL CIRCUITS GO BACK TO PANEL P-1 UNO.

G. ELECTRICAL CONTRACTOR SHALL PROVIDE FIELD
VERIFIED PANEL SCHEDULE PRIOR TO START OF DEMO.

TRACE CIRCUITS OF DEVICES EXISTING TO REMAIN BACK

TO PANEL AND PROVIDE AS A SUBMITTAL TO ELECTRICAL
ENGINEER PRIOR TO DEMO. CIRCUITS OF DEMOLISHED

DEVICES MAY BE LABELED SPARE UNTIL THEY ARE RE-
ASSOCIATED IN NEW WORK.

A
N
TON

N A T H AN
S
O
N
Exp. 03/31/23

LATRICECLE
REE

REGISTEREDPROFESSIONALENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
S
AN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-117005-115

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED SCOPE

SUBMITTAL
12/14/22

ELECTRICAL

POWER PLAN
200702
E101
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: 1/8" = 1'-0"E101
1 POWER LEVEL 1 - DEMO
SCALE: 1/8" = 1'-0"E101
2 POWER LEVEL 1 PLAN

KEYED NOTES - POWER

NUMBER NOTE
1 ALL EXISTING POWER & DATA DEVICES ARE TO REMAIN
UNLESS NOTED OTHERWISE. ELECTRICAL CONTRACTOR TO

PROTECT EXISTING DEVICES, CONDUITS AND CIRCUITS
DURING CONSTRUCTION. COORDINATE ACCESS REQUIRED
FOR NEW CIRCUITS IN RENOVATED AREAS BACK TO PANEL P1
WITH ARCHITECT PRIOR TO START OF DEMO.

Not for Construction
For Council Approval
Re-Bid
D
D
D
D
M
M M
MD
PC
PC

STORAGE
101
WOMEN’S

SHOWER /

CHANGING
102

STORAGE
104

OFFICE /

LIFEGUARD
105

BREAK ROOM
106
ENTRY

VESTIBULE
107

EQUIPMENT
108
HWH
110

STORAGE
112
HWH
103
S1
S1 S1
L2E
L2E
L2E
L2 L2
L2
L2
L2 L2E
L2 L2 L2
L2L2L2E
L2E
L2
L3 L3 L2E
L2L2
S1
L3
L3
L5
L5
L5
L5
1 1
1 1
1 1 1
1 1 1
1 11
1 1
55 5 5
1 1
1 1
1 1
1 1
1 1
1 1
1 1
L2
1 L2
1 1 1
L2 L2 L2
1 L5
X1
X1
1 1
L2
L2
1 1
7'-0" AFF
7'-0" AFF
5 S1
5 5
S1 S1
8'-0" AFF
(TYP. 6)
X1
1 1
1 1
1 1
MEN’S

RESTROOM
111
MEN’S

SHOWER /

CHANGING
111

GENERAL NOTES
A. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS
PRIOR TO ROUGH-IN.

B. ALL BUILDING MOUNTED EXTERIOR FIXTURES ARE TO BE
CONTROLLED VIA TIMECLOCK AND PHOTOCELL.

C. ALL CIRCUITS GO BACK TO PANEL P-1 UNO.

A
N
TON

N A T H AN
S
O
N
Exp. 03/31/23

LATRICECLE
REE

REGISTEREDPROFESSIONALENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
S
AN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-117005-115

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED SCOPE

SUBMITTAL
12/14/22

LIGHTING

FLOOR PLAN
200702
E201
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: 1/8" = 1'-0"E201
1 RCP LEVEL 1

LIGHTING FIXTURE SCHEDULE
TAG DESCRIPTION MANUFACTURER MODEL LAMP TYPE LAMP COLOR TEMP. VOLTS/PHASE-VA L2 WET-LISTED, SURFACE MOUNTED 4" DIAMETER ROUND
DOWNLIGHT, TRIMLOCK, 1000 NOMINAL LUMENS, 80 CRI, 3500K,

DIMMABLE
GOTHAM

LIGHTING
IC04-35/10-LSS-50D OR

APPROVED EQUAL
LED 3500 K 120 V/1-9 VA
L2E WET-LISTED, SURFACE MOUNTED 4" DIAMETER ROUND
DOWNLIGHT, TRIMLOCK, 1000 NOMINAL LUMENS, 80 CRI, 3500K,

DIMMABLE WITH EMERGENCY BATTERY BACK-UP
GOTHAM

LIGHTING
IC04-35/10-LSS-50D OR

APPROVED EQUAL
LED 3500 K 120 V/1-9 VA
L3 WALL MOUNTED 2' BATHROOM VANITY, 2000 NOMINAL LUMENS, 80CRI, 3500K
BROWNLEE 5165-24-H16-35K OR

APPROVED EQUAL
LED 3500 K 120 V/1-16 VA
L5 4' SURFACE MOUNTED LED STRIP, 3000 NOMINAL LUMENS,
3500K, 80CRI

LITHONIA

LIGHTING
CLX-L48-3000LM-SFF-RDL-
120V-35K-80CRI OR

APPROVED EQUAL
LED 3500 K 120 V/1-20 VA
S1 WALL MOUNTED EXTERIOR WALL SCONCE WITH EXTERNAL

PHOTOCELL

LITHONIA

LIGHTING
WDGE2-LED-P2-40K-80CRI-
T1S OR APPROVED EQUAL
LED 4000 K 120 V/1-19 VA
X1 THERMO PLASTIC EXIT SIGN. PROVIDE ARROWS PER LIFE
SAFETY PLANS. PROVIDE WITH 90 MINUTE EMERGENCY
BATTERY BACK-UP.

LITHONIA

LIGHTING
LE-S-2-G-OR-E-EL-N OR

APPROVED EQUAL
LED 3500 K 120 V/1-5 VA

KEYED NOTES - LIGHTING

NUMBER NOTE
1 ALL EXISTING LIGHT FIXTURES & DEVICES ARE TO REMAIN
UNLESS NOTED OTHERWISE.

Not for Construction
For Council Approval
Re-Bid

EMERGENCY STATISTICS
D
escription Symbol Avg Max Min Max/Min Avg/Min
MEN RESTROOM 7.2 fc 17.3 fc 0.6 fc 28.8:1 12.0:1
WOMEN RESTROOM 6.2 fc 17.1 fc 0.7 fc 24.4:1 8.9:1

EMERGENCY INPUT SCHEDULE
Label Manufacturer Catalog Number Description
Lumens
per
Lamp
Wattage
L2
Gotham
Architectural
Lighting
ICO4 35/10 AR LSS 50D INCITO 4 INCH DOWNLIGHT,
ROUND, 3500K, 1000 LUMENS,
CLEAR, SEMI-SPECULAR, 50
DEGREE BEAM, CRI80
963 9.84
Avg Max/Min

TARGET LEVELS
40:1
40:1

1.0 fc

1.0 fc
L4
Lithonia
Lighting
BLWP 4 30L ADP LP835 BLWP 4FT 3000 NOMINAL

LUMENS, CURVED LINEAR
PRISMATIC LENS, 3500K CCT,
CRI80
3065 24.99

5.5 10.6

11.6 8.3

8.2 14.8

16.5 11.8

5.6 6.8

12.7 14.7

10.7 3.8

6.8 7.9

1.8 2.8

0.6 1.0

1.6 2.4

0.6 1.0

2.3 4.2

6.3 6.6

0.7 3.0

3.9 7.9

12.6 12.7

8.6 12.5

12.8 8.5

4.8 5.1

10.2 16.2

16.4 10.7

4.9 17.1

17.3 11.7

5.9 4.7

8.1 12.8

13.2 8.7

14.9 15.7

10.5 5.0

3.3 4.3

6.4 6.6

2.9 1.8

2.0 2.7

0.6 1.1

1.3 2.2

2.7 0.6

0.8 1.7

3.7 6.5

8.0 1.0

2.5 6.3

12.2 14.6

11.6 2.6

7.3 14.2

17.0 13.6

10.0 12.3

9.9 4.5

5.5 4.5

1.7 1.9

1.6 3.4

2.6 7.3

7.9 5.9

7.6 13.1

14.5 10.7

1.7 8.4

15.2 17.1

12.8 0.9

2.4 5.9

10.9 12.7

0.7 0.9

1.5 3.1

5.2 1.1

1.5 1.6

2.8 4.1

4.2 2.9

6.2 9.8

9.9 9.5

15.3 15.2

9.6 4.1

8.8 14.4

14.6 9.3

3.9 5.0

8.2 8.5

5.5 2.6

2.1 3.2

3.3 2.4

1.4 1.2

1.4 1.5

1.5 0.9

1.6 2.6

3.4 3.2

2.2 1.2

1.2 3.0

6.1 8.6

7.8 4.8

2.3 1.7

4.7 10.5

15.1 13.6

8.0 1.8

4.9 11.2

16.3 15.1

3.4 7.4

11.0 3.5
A
N
TON

N A T H AN
S
O
N
Exp. 03/31/23

LATRICECLE
REE

REGISTEREDPROFESSIONALENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
S
AN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-117005-115

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED SCOPE

SUBMITTAL
12/14/22

EM LIGHTING

PHOTOMETRICS
200702
E301
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
SCALE: 1/8" = 1'-0"E301
1 RCP LEVEL 1 PHOTOMETRICS
Not for Construction
For Council Approval
Re-Bid
DS
M
M
DS
M DS

NLIGHTING LOAD
277/120VAC DIMMING
■ BLK - 120VAC OR ORN - 277VAC
GRN
BLUE
WHT
BLK
BLUE

NOTE DESCRIPTION
16 AMP RELAY PACK WITH DIMMING CONTROL
16 AMP RELAY PACK FOR PLUG LOAD CONTROL

AUTOMATIC DIMMING CONTROL PHOTOCELL- CEILING MOUNT

WALL SWITCH OCCUPANCY SENSOR,
LOW VOLTAGE; ON / OFF / RAISE / LOWER CONTROL

SCHEMATIC OF TYPICAL WALL-MOUNT MOTION SENSOR - WIRIN G DIAGRAM 1 2
3 4
BL
UE
N H
M/D
1 2
3 WHT
■ BLK/ORN
BLUE
N H
4CONTINUE

AS REQ'D

SEE PLANS

CONTINUE

AS REQ'D

SEE PLANS
CONTROL WIRE - CAT5/6, 0-10V, OR LINE VOLTAGE
(PER MANUFACTURER RECOMMENDATIONS)5
5 5
5 5

BILL OF MATERIAL
N
PLUG

LIGHTING
GRN

OCCUPANCY SENSOR
*per section 130.1(C)

PLUG LOAD CONTROL
*per section 130.5 (D)

DAYLIGHT

HARVESTING
*per section 130.1(D)

SWITCH WITH ON/OFF

RAISE/LOWER
*per section 130.1(A)

RELAY MODULE WITH ON/OFF

DIMMING
*per section 130.1(B)

AUTOMATIC DEMAND

RESPONSE
*per section 130.1(E)

OCCUPANCY SENSOR
*per section 130.1(C)

PLUG LOAD CONTROL
*per section 130.5 (D)

DAYLIGHT

HARVESTING
*per section 130.1(D)

SWITCH WITH ON/OFF

RAISE/LOWER
*per section 130.1(A)

RELAY MODULE WITH ON/OFF

DIMMING
*per section 130.1(B)

AUTOMATIC DEMAND

RESPONSE
*per section 130.1(E)
Dab
1 N

SECONDARY DAYLIGHTNIG ZONE
277/120VAC DIMMING
GRN
BLUE
2 WHT
■BLK/ORN
BLUE
N H

CONTINUE

AS REQ'D

SEE PLANS
N

PRIMARY DAYLIGHTNIG ZONE
277/120VAC DIMMING
GRN
BLUE
2 CONTINUE

AS REQ'D

SEE PLANS

BLUE WHT
BLK
BLUE
N H
3 CONTINUE

AS REQ'D

SEE PLANS
4 WHT
*BLK/ORN
BLUE
N H

NOTE DESCRIPTION
16 AMP RELAY PACK WITH DIMMING CONTROL
16 AMP RELAY PACK FOR PLUG LOAD CONTROL
ON/OFF SWITCH WITH DIMMING1
2 3

NOTE DESCRIPTION
STANDARD RANGE 360° SENSOR-CEILING MOUNT4
AUTOMATIC DIMMING CONTROL PHOTOCELL- CEILING MOUNT5
CONTROL WIRE - CAT5/6, 0-10V, OR LINE VOLTAGE
(PER MANUFACTURER REQUIREMENTS)6
■ BLK - 120VAC OR ORN - 277VAC

SCHEMATIC OF TYPICAL CEILING-MOUNTED MOTION & DAYLIGH T - WIRING DIAGRAM 6 6
6 PL
UG

LIGHTING

LIGHTING
6 GRN

BILL OF MATERIAL
N
4 5
6 6
c
6 6

CONTINUE

AS REQ'D

SEE PLANS
4 5
6 6

1. REFER TO LIGHTING AND

POWER PLANS FOR QUANTITY

AND APPROXIMATE LOCATION

OF LIGHTING FIXTURES,

RECEPTACLES, DEVICES AND
CONTROLS.

2. WIRING CLASS AND TYPE CAN

VARY PER MANUFACTURER
AND CONTROL SYSTEM.

VERIFY ALL WIRING AND

CONTROLS WITH

MANUFACTURER PRIOR TO
INSTALLATION.

3. AUTOMATIC DAYLIGHTING

CONTROLS SHALL BE

INSTALLED ONLY IF THE TOTAL

COMBINED WATTAGE

INSTALLED IS GREATER THAN
120 WATTS AND IN ROOMS
THAT HAVE MORE THAN 24sq ft
OF GLAZING.

GENERAL NOTES

CEC REQUIREMENT NOTES

1. REFER TO LIGHTING AND

POWER PLANS FOR QUANTITY

AND APPROXIMATE LOCATION

OF LIGHTING FIXTURES,

RECEPTACLES, DEVICES AND
CONTROLS.

2. WIRING CLASS AND TYPE CAN

VARY PER MANUFACTURER
AND CONTROL SYSTEM.

VERIFY ALL WIRING AND

CONTROLS WITH

MANUFACTURER PRIOR TO
INSTALLATION.

3. AUTOMATIC DAYLIGHTING

CONTROLS SHALL BE

INSTALLED ONLY IF THE TOTAL

COMBINED WATTAGE

INSTALLED IS GREATER THAN
120 WATTS AND IN ROOMS
THAT HAVE MORE THAN 24sq ft
OF GLAZING.

GENERAL NOTES

CEC REQUIREMENT NOTES
c
a
b
a
b
b b
c
a a

SCHEMATIC OF TYPICAL CEILING-MOUNTED MOTION & DAYLIGHT
SCALE: NONE
1 E501

SCHEMATIC OF TYPICAL WALL-MOUNT MOTION SENSOR
SCALE: NONE
2 E501
A
N
TON

N A T H AN
S
O
N
Exp. 03/31/23

LATRICECLE
REE

REGISTEREDPROFESSIONALENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
S
AN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-117005-115

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED SCOPE

SUBMITTAL
12/14/22

ELECTRICAL

DETAILS
200702
E501
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
Not for Construction
For Council Approval
Re-Bid
A
N
TON

N A T H AN
S
O
N
Exp. 03/31/23

LATRICECLE
REE

REGISTEREDPROFESSIONALENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
S
AN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-117005-115

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED SCOPE

SUBMITTAL
12/14/22
TITLE 24 FORMS
200702
E601
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
Not for Construction
For Council Approval
Re-Bid
A
N
TON

N A T H AN
S
O
N
Exp. 03/31/23

LATRICECLE
REE

REGISTEREDPROFESSIONALENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
S
AN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-117005-115

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED SCOPE

SUBMITTAL
12/14/22
TITLE 24 FORMS
200702
E602
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
Not for Construction
For Council Approval
Re-Bid
A
N
TON

N A T H AN
S
O
N
Exp. 03/31/23

LATRICECLE
REE

REGISTEREDPROFESSIONALENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
S
AN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-117005-115

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED SCOPE

SUBMITTAL
12/14/22
TITLE 24 FORMS
200702
E603
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
Not for Construction
For Council Approval
Re-Bid
A
N
TON

N A T H AN
S
O
N
Exp. 03/31/23

LATRICECLE
REE

REGISTEREDPROFESSIONALENGIN

STATE OF CALIFORNIA
No. E 21090
9150 CHESAPEAKE DR, STE 220
S
AN DIEGO, CA 92123
www.ELENconsulting.com
Description: Date:

Project Number:

Drawn By:

Checked By:

Sheet Title:

Approved By:

BUILDING

DEPARTMENT

SUBMITTAL
08/05/22
PROJECT:
6353 DEL CERRO BLVD., SAN DIEGO, CA 92120
619.698.9177 | www.jeffkatzarchitecture.com
SHEET NUMBER:
005-117005-115

BUILDING

DEPARTMENT
RESUBMITTAL #1
09/16/22

REVISED SCOPE

SUBMITTAL
12/14/22
TITLE 24 FORMS
200702
E604
AN
AN
SP

JOHNSON POOL HOUSE

UPGRADES

CITY OF ROSEVILLE
100 D STREET
ROSEVILLE, CA 95678
Not for Construction
For Council Approval
Re-Bid
Project Manual for the
Johnson Poolhouse
Renovation Project (Re-bid)
February 2023
The latest edition of the City of Roseville Parks Construction Standards are incorporated by reference as a part of this Project Manual. The Parks Construction Standards are available at www.roseville.ca.us/parksintheworks.

Parks, Recreation & Libraries
316 Vernon Street, Suite 400
Roseville, California 95678
www.roseville.ca.us
Not for Construction
For Council Approval
Re-Bid
(916) 774-5505 • (916) 773-5595 Fax • (916) 774-5220 TDD • [email protected] • www.roseville.ca.us/parks

Notice to Bidders

DATE: February 2, 2023

TO: Prospective Bidders

FROM: Heather Buck, Park Development Project Manager

RE: Johnson Poolhouse Renovation Project (Re-bid)

Project Description: The City of Roseville is now accepting bid proposals for the Johnson Poolhouse Renovation Project (Re-bid). The scope of work for the base bid includes, but is not limited to: accessibility upgrades to the poolhouse and related mechanical, electrical, and plumbing upgrades.

Contract Documents: A Project Manual, including all Contract Documents and the Proposal forms for bidding this project, may be obtained online from the City of Roseville’s website at www.roseville.ca.us/business/procurement_services/bids_rfps . All communications relative to this project
shall be conducted through Public Purchase.

Potential bidders are advised to obtain all documents and specifications related to this project directly from the City of Roseville. The City of Roseville does not guarantee the accuracy of any forms, plans, or project manuals obtained through outside sources other than the City of Roseville. Furthermore, the City does not guarantee the distribution of any addendums or the accuracy of their content if obtained from a third party.

Bidders expressly assume the risk that their bid will be rejected from the use of project manuals or project plans obtained from third parties other than the City of Roseville.

Engineer’s Estimate: The engineer's estimate for construction of the base bid items is $450,000.00.

Pre-Bid Meeting: A job walk will be held at 10: 00 a.m. on Thursday, February 16, 2023 at 100 D Street, Roseville, CA 95678. This is not mandatory, but strongly encouraged to answer any questions. Bidders are expected to be familiar with the existing site conditions however, and may pose questions on any conditions they may discover that are not represented within the bid documents.

Questions: The deadline for submission of questions and clarifications regarding the Contract Documents is February 21, 2023 at 5:00 p.m. In order to meet the required timeline to issue add enda, questions will not be accepted after this date. Only Addenda issued by the City are binding. All questions shall be directed to the attention of Heather Buck via Public Purchase at https://roseville.ca.us/rfp .

Bid Deadline: Proposals will be received at the Office of the City Clerk, 311 Vernon Street, Roseville, California, until 3:00 p.m. February 28, 2023. The proposals will be publicly opened and read by the City Clerk or designee of the City of Roseville in the City Clerk’s Office at 3:05 p.m. on that same day.

The July 2021 edition of the City of Roseville Parks Construction Standards will be applicable to this project.

The successful bidder will be required to use the standards contained in the book for the construction of this project.

Parks, Recreation & Libraries
Park Development
316 Vernon Street, Suite 400
Roseville, California 95678

Not for Construction
For Council Approval
Re-Bid

Parks, Recreation & Libraries
Park Development
316 Vernon Street, Suite 400
Roseville CA 95678

Notice to the apparent low bidder for the Johnson Poolhouse Renovation Project (Re-bid)

In order to move forward with the award of this project, the City of Roseville requests that you submit the following documents:

1. A greement (two sets of originals, single-side print) with either:
 wet signatures from two corporate officers, or
 wet signature from one corporate office plus the corporate seal

2. Public Works Faithful Performance Bond – fully executed and notarized.

3. Public Works Labor and Materials Payment Bond – fully executed and notarized.

4. Insurance - fully executed and notarized.

5. CDBG Supplement to Contract for Construction Forms

The Agreement, bond forms and insurance requirements are contained in this Project Manual.

We request that all documents be received by March 10, 2023.

Please contact us if you are unable to meet this deadline.

Send completed forms to:

City of Roseville - Parks, Recreation & Libraries Department Attn: Heather Buck
316 Vernon Street, Suite 400
Roseville CA 95678

The Parks, Recreation & Libraries Department requires submittal of all of the above executed documents prior to City Council bid award.
916.774.5505 phone
916.774.5251 fax
www.roseville.ca.us
Not for Construction
For Council Approval
Re-Bid

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

TABLE OF CONTENTS

Pagination Notation
Notice to Contractors NTC
Instructions to Bidders INT
Proposal PROP
Insurance Broker Information Packet INS
General Conditions for Buildings and Grounds GC
Supplemental Conditions SC
Specifications SPEC
Drawings DRAW
Assembly Bill No. 626 AB 626

Not for Construction
For Council Approval
Re-Bid
Compliance with Economic Sanctions EO N-6-22
CDBG Supplement to Contract for Construction Appendix A NTC - 1

CITY OF ROSEVILLE

DEPARTMENT OF PARKS, RECREATION & LIBRARIES

Name of Project: Johnson Poolhouse Renovation (Re-bid)

NOTICE TO CONTRACTORS

NOTICE IS HEREBY GIVEN THAT sealed Proposal will be received at the Office of the City Clerk, 311 Vernon Street, Roseville, CA 95678, until 3:00 P.M. on February 28, 2023.

Late proposals will be rejected. No exceptions.

The Proposals will be publicly opened and read by the City Clerk or designee of the City of Roseville at 3:05 P.M. on February 28, 2023 at the Office of the City Clerk located at 311 Vernon Street, Roseville, CA 95678 for the following project:

Johnson Poolhouse Renovation (Re-bid) .

A pre-bid meeting will be held at 10:00 a.m. on February 16, 2023, at Johnson Pool, 100 D. Street, Roseville, CA 95678. This is not mandatory, but strongly encouraged.

A Project Manual, including all Contract Documents and the Proposal forms for bidding this project, may be obtained on-line from the City of Roseville’s website at https://www.roseville.ca.us/business/procurement_services/bids_rfps. All communications relative to this project shall be conducted through Public Purchase.

Bids shall be submitted on City’s Proposal Forms included in the Project Manual, plainly endorsed with the Bidder’s name together with signed acknowledgement of any and all addenda.

Proposal Forms shall be securely sealed in a suitable envelope marked with the name and address of the Bidder, and marked in capital letters on the front and back of the envelope as follows:

Not for Construction
For Council Approval
Re-Bid
NTC - 2
[NAME OF PROJECT]
(Name of Bidder)
(Address of Bidder)

Whether mailed or personally delivered, all bids shall be addressed to City of Roseville, Office of the City Clerk, 311 Vernon Street, Roseville, California, 95678.

Each bid must be accompanied by a Bid Guaranty in the form of a Certificate of Deposit, Certified or Cashier’s Check, Bidder’s Bond or Irrevocable Standby Letter of Credit in an amount equal to at least ten percent (10%) of the Bidder’s Grand Total Price. The Bid Guaranty will be retained by the City and applied to any and all damages sustained by the City in the event that the successful Bidder fails or refuses to enter into the Contract awarded to it and to furnish all required bonds and Certificates of Insurance. The City intends to award the Contract to the lowest responsible Bidder based on the Grand Total Bid Price for all components of the Project.

To the extent allowed by law, the City reserves the right to reject any and all bids and/or to waive any irregularities or informalities in any bid or in the bidding procedure. The City specifically reserves the right to not award the Contract after the opening of bids.

Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline of submission of bids only by written request for the withdrawal of the bid filed with City Clerk. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid by the submission deadline. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline for submission of bids, nor may any bid be withdrawn after the time fixed in the public notice for deadline for Not for Construction
For Council Approval
Re-Bid
NTC - 3
submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of City of Roseville and the City is under no obligation to return bids.

Bids will be examined and reported to the City Council within sixty (60) business days after the bid opening. Except as permitted by applicable law, no Bidder may withdraw its bid for a period of sixty (60) business days after the date of bid opening. Each Bidder will be notified of any award of the Contract by the City.

The City will affirmatively ensure non-discrimination on the basis of one or more of the following: race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, age, sexual orientation, or military and veteran status in the award and administration of contracts that it awards.

The City will affirmatively ensure that, in any Contract entered into pursuant to this Notice to Contractors, disadvantaged business enterprises will be afforded full opportunity to submit bids and will not be discriminated against on the grounds of sex, race, color, or national origin in consideration for an award.

This project is subject to Section 3 of the Housing and Urban Development Act of 1968 “Economic Opportunities to Low and Very-Low Income Persons and Business Concerns.” This project is also subject to federal Affirmative Action and Equal Opportunity requirements (E.O. 11246). Preference may be given to minority-owned and women-owned firms, and to bidders who subcontract to minority-owned and women-owned firms.

No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].

Not for Construction
For Council Approval
Re-Bid
NTC - 4
No contractor or subcontractor may be awarded a contract for public work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

At the time of award, the selected contractor shall be properly licensed in accordance with the laws of the State and the City of Roseville. Contractor shall possess a valid Class A or B license prior to award of Contract or other license qualifying the bidder to bid as a prime Contractor. Said license shall be maintained during the contract period. It is the Bidder’s and Contractor’s responsibility to obtain the correct Contractor’s licenses. Bidders shall be skilled and regularly engage in the general class or type of work called for under this contract.

The work is to be done in Placer County. Pursuant to California Labor Code Section 1773, the City has ascertained the General Prevailing Rate of Wages in the County in which the work is to be done to be as determined by the Director of Industrial Relations of the State of California. The Contractor is hereby made aware that information regarding prevailing wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm. The Contractor is required to post a copy of the applicable wage rates at the job site.

Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are set forth in the General Prevailing Wage Rates for this project, available at Prevailing Wage questions; please send your inquiries to [email protected]
This project shall be subject to monitoring and enforcement by the City and the Department of Industrial Relations (DIR), including the obligation to submit certified payroll Not for Construction
For Council Approval
Re-Bid
NTC - 5
records to the City and or their representing firm and directly to the DIR Compliance Monitoring Unit (CMU) at least monthly using the CMU’s eCPR system. Detailed information may be obtained on the State of California’s Department of Industrial Relations website, http://www.dir.ca.gov/publicworks/publicworks.html.

This project is federally-funded through the Community Development Block Grant program. The project is subject to federal labor standards and Davis-Bacon and Related Acts.

The payment of federal prevailing wages will be required. The current federal wage decision is September 2, 2022. The applicable wage decision will be determined ten days prior to bid opening. Should the federal wage for a given classification differ from the state prevailing wage, the higher of the two shall be paid. To document compliance, certified payrolls must be submitted each week and the City must be provided access to workers on site. Federal rules limit the number of apprentices that may be employed. Apprentices must be registered in a federally- recognized program. The effective federal wage decisions and posters informing workers of their rights must be posted at the job site where they are plainly visible and accessible to workers.

All bidders will be required to certify that they are not on the federal Consolidated List of Debarred, Suspended and Negligible Contractors.

All questions prior to the deadline for bid submissions shall be directed to the attention of Heather Buck via Public Purchase at
https://www.roseville.ca.us/business/procurement_services/bids_rfps. The deadline for submissions of questions and clarifications regarding the Contract Documents is seven (7) calendar days before the deadline for bid submissions. Only Addenda issued by City are binding.

Not for Construction
For Council Approval
Re-Bid
NTC - 6
___________________________________
City Clerk, City of Roseville

Dated: _____________________________
Published: __________________________

Not for Construction
For Council Approval
Re-Bid
INT - 1

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

INSTRUCTIONS TO BIDDERS
SECTION 1. GENERAL
1-1.01 GENERAL. These Instructions to Bidders form a part of the Contract Documents. Capitalized terms are defined in the General Conditions Section 1. 1-1.02 EXAMINATION OF PLANS, CONTRACT DOCUMENTS AND
SITE OF THE WORK. The Bidder shall examine carefully the site of the Work and all the Contract Documents, including these Instructions to Bidders, and shall inform itself of the conditions relating to the execution of the Work. Failure to do so will not relieve the successful Bidder of its obligation to enter into an Agreement and complete the Work in strict accordance with the Contract Documents. Conditions relating to the execution of the Work include the requirements of federal, state, and local laws, statutes and ordinances relative to the execution of Work, including, but not limited to, applicable regulations concerning prevailing wage rates, non-discrimination in the employment of labor, protection of the public, employee health and safety, and environmental protection.

The submission of a bid shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of Work to be performed, the quantities of materials to be furnished, and as to the requirements of all the Contract Documents.
1-1.03 EXISTING INFORMATION. Where the Department has made investigations of site conditions, including subsurface conditions in areas where Work is to be performed under the Contract, such investigations are made only for the purpose of study and design. City does not represent that such conditions as found in these investigations or inferences or conclusions drawn as a result of these investigations will represent actual site Not for Construction
For Council Approval
Re-Bid
INT - 2

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] conditions and hereby disclaims any liability as a result of Contractor’s or Bidder’s reliance on such investigations. City will presume that all Bidders have conducted their own site investigations, including investigations of subsurface conditions. Where such investigations have been made, Bidders or Contractors may, upon written request, inspect the records of the Department as to such investigations subject to the conditions set forth in these Instructions to Bidders. Such inspection of records may be made only at the location noted above. The records of such investigations are not a part of the Contract Documents and are shown solely for the convenience of the Bidder or Contractor. The City assumes no responsibility whatsoever with respect to the sufficiency or accuracy of the investigations made, the records thereof, or of the interpretations set forth therein or made by the City in its use thereof. The City makes no warranty or guarantee, either express or implied, that the conditions indicated by such investigations or records are representative of those existing throughout such areas, or any part thereof, or that unforeseen developments may not occur, or that materials other than, or in proportions different from those indicated, may not be encountered.

No information derived from such inspection of records of investigations or compilation thereof made by the City, the Department or from the Engineer, or his or her assistants, will in any way relieve the Bidder or Contractor from properly examining the site and making such additional investigations as it may elect, or from properly fulfilling the terms of the Contract.

Not for Construction
For Council Approval
Re-Bid
INT - 3

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 2: BID REQUIREMENTS
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder standard Proposal Forms, which, when filled out and executed may be submitted as the bid.

Proposals shall include all pages in the Project Manual with page numbers marked “PROP” plus the Addendum acknowledgment form (front sheet) from all Addenda received by the Bidder.

Proposals shall be removed from the Project Manual. The full Project Manual shall not be submitted with the proposal. Bids not presented on forms so furnished will be disregarded.

The Proposal and one (1) copy thereof shall be submitted as directed in the “ Notice to Contractors” under sealed cover plainly marked as a Proposal, and identifying the project to which the Proposal relates and the date of the bid opening therefor. Proposals which are not properly marked may be disregarded.

All blank spaces in the Proposal must be completed, as required, in ink. All price information shall be shown, clearly legible, in figures where required.

The Bidder shall sign the Proposal in the blank space provided therefor. If the Bidder is the sole owner, the Proposal shall be signed by the owner. If the Bidder is a corporation, the legal name of the corporation and its State of incorporation shall be set forth and the Proposal shall be signed by at least two officers authorized to sign contracts on behalf of the corporation.

If the Bidder is a partnership, the true name of the firm shall be set forth, the names and addresses of all partners shall be given and the Proposal shall be signed by a partner in the firm authorized to sign contracts on behalf of the partnership. If the Bidder is a joint venture, the Proposal shall be signed on behalf of each participating company by officers or other individuals who have the full and proper authorization to do so. If the Proposal is signed by an agent of the Bidder other than an officer of a corporation or a member of a partnership, a notarized Power of Not for Construction
For Council Approval
Re-Bid
INT - 4

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Attorney must be on file with the City prior to opening of bids or must be submitted with the Proposal. If requested by the City, the Bidder shall promptly submit evidence satisfactory to the City of the authority of the person signing the Proposal. 2-1.02 SUBMISSION OF BIDS. Bids must be submitted at the prescribed time and location specified in the Notice to Contractors. Any submission received after the prescribed time shall be rejected, regardless of whether or not bids are opened exactly at the prescribed time.

Any unauthorized conditions or qualifications entered on, or changes made to, the Proposal may render it invalid and may cause its rejection.

No telegraphic, telephonic, or facsimile or other electronically transmitted bids will be considered.
2-1.03 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS. Each Proposal shall list the name, address and Contractor license number of each Subcontractor to whom the Bidder proposes to subcontract portions of the Work in an amount in excess of one- half of one percent (0.5%) of its total bid, in accordance with Section 4100 to 4114, inclusive, of the Public Contract Code for the State of California. The Bidder shall list the Subcontractor’s license number and the portion of the Work that will be done by each Subcontractor. If the Bidder fails to specify a Subcontractor for any portion of the Work, the Bidder agrees to perform that portion of the Work itself, and represents that it is qualified to perform that portion of the Work itself. The Bidder's attention is invited to other provisions of the Public Contract Code related to the imposition of penalties for a failure to observe its provisions by using unauthorized Subcontractors or by making unauthorized substitutions. 2-1.04 CONTRACTOR’S LICENSING LAWS. Attention is directed to the Not for Construction
For Council Approval
Re-Bid
INT - 5

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] provisions of Business and Professions Code Chapter 9 of Division 3 concerning the licensing of Contractors.

All Bidders at the time of bid submittal shall be licensed as Contractors in accordance with the laws of this State. Any Bidder or Contractor not so licensed is subject to the penalties imposed by such laws. The form of Contractor's license required is stated in the Notice to Contractors, provided that the City makes no representation as to whether the State may require other or additional licenses. It is the Bidder's and Contractor's responsibility to obtain the correct Contractor's licenses. Bidders shall be skilled and regularly engaged in the general class or type of Work called for under this Contract.

All Bidders and Contractors, including Subcontractors, shall have a current City business license before undertaking any Work.
2-1.05 NONCOLLUSION DECLARATION. By submitting a bid, the Bidder represents and warrants that such bid is genuine and not a sham or collusive or made in the interest or on the behalf of any person therein named, and that the Bidder has not, directly or indirectly, included or solicited any other Bidder to put in a sham bid, or any other person, firm, or corporation to refrain from bidding, and that the Bidder has not in any manner sought collusion to secure the Bidder an advantage over any other Bidder.

Bidders shall submit a properly completed and executed “Noncollusion Declaration” in the form required by Public Contract Code Section 7106 and provided with the Proposal (PROP- 11).
2-1.06 DISQUALIFICATION, REMOVAL OR OTHER PREVENTION OF BIDDING. A bid may be rejected on the basis of a Bidder, any officer of such Bidder, or any employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified, Not for Construction
For Council Approval
Re-Bid
INT - 6

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] removed, or otherwise prevented from bidding on, or completing a federal, state, or local project because of a violation of law or a safety regulation.
2-1.07 PROPOSAL GUARANTY. All bids shall be accompanied by one of the following forms of Bidder's security: Cash, a cashier's check, a certified check, or a Bidder's bond executed by an admitted California surety insurer, made payable to the City of Roseville, or any other form of security deemed acceptable by the City Attorney. The security shall be in an amount equal to at least ten percent (10%) of the amount bid. A bid will not be considered unless one of the form of Bidder's security is enclosed with it.

A Bidder's bond shall conform to the City's bond form in the Proposal and shall be properly filled out and executed.
2-1.08 SCHEDULE OF BID PRICES. Bidders are directed to submit unit and lump sum prices for all Work set forth in the Contract Documents on the Proposal Form entitled “Schedule of Bid Prices.”
Unit prices and lump sum prices, as indicated, must be entered in the appropriate spaces provided in the Schedule of Bid Prices. If applicable, unit prices shall be multiplied by the quantities shown, and the total shall be inserted in the Amount column. In the event of any error or discrepancy between the unit price and the calculated amount, the unit prices shall govern.

The City may correct any mathematical errors apparent on the face of the bid.

The amounts shown in the Amount column must be added together in arriving at the Grand Total Bid Price.

Amounts for Allowance bid items must be entered in the exact amount in the Amount column.

The prices included within the Schedule of Bid Prices shall include all costs for labor, Not for Construction
For Council Approval
Re-Bid
INT - 7

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and all other costs necessary to perform the Work in accordance with the Contract Documents.

The Grand Total Bid Price shall be indicated in the Summary table form included with the Schedule of Bid Prices. The Grand Total Bid Price shall be the sum of the amounts bid for each of the designated portions of the Work, as more specifically described on the Schedule of Bid Prices form itself.

Full compensation for complying with the Contract Documents, including requirements of the Standard Specifications, the General Conditions, Supplemental Conditions, and all warranties, shall be considered included in the bid items and no additional compensation shall be allowed therefor.

Full compensation for completion of all work as shown on the plans, as specified in the Specifications, and as directed by the City, shall be considered included in the bid items and no additional compensation shall be allowed.

Bidders are strongly discouraged from submitting unbalanced bids. As used herein, the term “unbalanced bid” is defined as any bid that does not include a reasonable proportionate allocation of indirect costs and profit of each bid item indicated in the Schedule of Bid Prices.

The City reserves the right to reject any unbalanced bid if the City determines that there is a reasonable doubt that an acceptance of the bid will not result in the lowest ultimate cost to the City with regard to the work or a disproportionate distribution of contract funds.

The City reserves the right to delete any bid item in its entirety and/or significantly reduce the quantity of Work under a bid item. The City makes no representation that any Work under a bid item will be performed during the course of the Project or that the Work will be Not for Construction
For Council Approval
Re-Bid
INT - 8

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] performed at the quantities included in the Schedule of Bid Prices. As provided in the General Conditions, for any deleted Work, Contractor shall not be entitled to payment of the indirect costs and profit included for said bid item. All bid items shall be considered distinct and severable from the remaining bid items, and each Bidder acts at its peril if its bid is unbalanced.

The City shall compare bids on the basis of the Grand Total Bid Price, which includes the base bid and any alternates designated on the Schedule of Bid Prices. Alternates may or may not be awarded, or may be awarded in any combination, at the City’s discretion. 2-1.09 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to the time fixed in the Notice to Contractors for the opening of bids, provided that a request in writing, executed by the Bidder or its duly authorized representative, for the withdrawal of such bid is filed with the City Clerk. Facsimile and electronic mail requests are not acceptable. The withdrawal of a bid shall not prejudice the right of a Bidder to file a new bid. The withdrawal of any bid after the time fixed in the Notice to Contractors for the opening of bids will not be permitted.
2-1.10 ADDENDUM. Proposals shall include all costs and account for all Addenda issued prior to opening of bids. The Bidder is responsible for verifying that all issued Addenda have been received. An Addendum acknowledgment form for each Addendum shall be included as part of the Proposal submittal.
2-1.11 PUBLIC OPENING OF PROPOSALS. Proposals will be publicly opened and read at the time and place indicated in the Notice to Contractors. Bidders or their authorized agents are invited to be present.
2-1.12 TRENCHING AND EXCAVATION WORK. In accordance with the provisions of California Labor Code Section 6707, if the Work involves construction of a Not for Construction
For Council Approval
Re-Bid
INT - 9

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] pipeline, sewer, sewage disposal system, boring or jacking pits, or similar trenches or open excavations, which are five feet (5') or deeper, each bid submitted shall contain, as a bid item, adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life or limb, which shall conform to all applicable safety orders.

Not for Construction
For Council Approval
Re-Bid
INT - 10

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 3: EVALUATION OF BIDS
3-1.01 BID EVALUATION PROCESS. Bids will be evaluated to determine the apparent low Bidder. The apparent low Bidder will be determined on the basis of the Grand Total Bid Price, as shown in the Schedule of Bid Prices. If additive or deductive alternates are used in the Schedule of Bid Prices, the apparent low Bidder will be the Bidder with the lowest total of the bid prices for base contract items plus the alternates designated by the City as those that will be used for determining the lowest bid price. However, the City reserves the right to (1) not award any alternates or (2) award any combination of alternates.

In case of discrepancy between the total of the base contract items and any specified alternates and the stated Grand Total Bid Price, the total of the base contract items plus specified alternates shall prevail. Any mathematical errors that appear on the face of the bid will be corrected by the City and the City will use the mathematically corrected addition. For example, if the mathematical total of Bidder’s base contract items plus specified alternates equals $1,000,000, but the Bidder has written $1,250,000 as the Grand Total Bid Price, the City will consider $1,000,000 to be the Bidder’s Grand Total Bid Price for purposes of comparison to other Bidders and actual bid award. The City reserves its rights to reject or accept bids based on discrepancies between the stated Grand Total Bid Price and the actual mathematical total of the base contract bid items, plus specified alternates.
3-1.02 REJECTION OF IRREGULAR PROPOSALS. Proposals may be rejected in the City's sole discretion if they show any alterations of form, additions not called for, conditional bids, incomplete bids, erasures, or irregularities of any kind. However, the City reserves the right to waive any minor irregularities and informalities in any bid or in the bid procedure for any reason.

Not for Construction
For Council Approval
Re-Bid
INT - 11

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 3-1.03 COMPETITIVE BIDDING. If more than one proposal is offered by any individual, firm, partnership, corporation, association, or any combination thereof, under the same or different names, all such proposals may be rejected. A party who has quoted prices on materials or Work to a Bidder is not thereby disqualified from quoting prices to other Bidders, or from submitting a bid directly for the materials or Work.

All Bidders are put on notice that any collusive agreement to control or affect the awarding of this Contract is in violation of the competitive bidding requirements of the City Charter, State Contract Act and the Business and Professions Code and may render void any Contract let under such circumstances.
3-1.04 RELIEF OF BIDDERS. If the Bidder claims a mistake was made in its bid, the Bidder shall give the Department written notice within five (5) Days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. No relief from a claimed mistaken bid shall be granted unless such mistake clearly appears on the face of the bid submitted to the City. Claimed mistakes on backup worksheets, spreadsheets, computerized bidding programs, or any other similar calculative bidding mistake which is not apparent on the face of the bid shall not under any circumstance be considered as a basis for relief. The burden of proving the occurrence of a mistake entitling a Bidder to relief from its bid rests entirely on the Bidder. Relief from bids shall be in the City's sole discretion.

Not for Construction
For Council Approval
Re-Bid
INT - 12

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 4: AWARD AND EXECUTION OF CONTRACT
4-1.01 AWARD OF CONTRACT. The City reserves the right to reject any and all proposals and to award (or not award) any combination of bid items at its option. Any such award will be to the lowest responsible Bidder whose proposal complies with the requirements prescribed for the bid items awarded. Such award, if made, will be made within sixty (60) business days after the opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) business days after the opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred four (104) business days after the opening of the proposals. The above time periods within which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.
4-1.02 RETURN OF BIDDER’S SECURITIES. Within ten (10) Days after the award of the Contract, the City Clerk will return all Bidders' securities, other than Bidders' bonds, accompanying the proposals that are not to be further considered in making the award.

Retained Bidders' securities will be held until the Contract has been fully executed, after which all Bidders' securities, except Bidders' bonds and any Bidders' securities that have been forfeited, will be returned.
4-1.03 CONTRACT BONDS. The successful Bidder shall furnish two (2) Not for Construction
For Council Approval
Re-Bid
INT - 13

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] bonds in the form contained in the section entitled Insurance Broker Information Packet and Bonds. One (1) bond shall secure the payment of the claims of laborers, mechanics or materialmen employed on the Work under the Contract, and the other bond shall guarantee the faithful performance of the Contract.

Each of the two (2) bonds shall be in a sum equal to one hundred percent (100%) of the Contract Price. If the Contract Price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly. Sureties on each of said bonds shall be satisfactory to the City.

All alterations, extensions of time, extra and additional Work, and other changes authorized by the Standard Specifications, the General Conditions, the Supplemental Conditions or any part of the Contract may be made without securing the consent of the surety or sureties on the Contract bonds.

Furthermore, the successful Bidder shall furnish a certificate from the County Clerk as required by California Civil Code of Procedure Section 995.660(a)(3). 4-1.04 INSURANCE. At the time of the execution of the Contract, the Contractor shall, at its own expense, procure, and at all times during the prosecution of the Work maintain in full force and effect Worker's Compensation Insurance, and Liability Insurance as specified in the General Conditions. The Contractor shall provide a Certificate of Insurance in the form contained in the section entitled Insurance Broker Information Packet. 4-1.05 EXECUTION OF CONTRACT. The Contract shall be signed by the successful Bidder and returned, together with all the required Contract bonds and insurance certificates, within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City.

Not for Construction
For Council Approval
Re-Bid
INT - 14

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] If the Bidder is an individual, the Contract shall be executed personally by the Bidder. If the Bidder is a partnership, it is desirable that the Contract be executed by all of the partners, but it may be executed by one of them. If the Bidder is a corporation, it must be executed by two officers of the corporation consisting of (1) the chairman of the board, president or vice president; and (2) the secretary, assistant secretary, chief financial officer, treasurer or assistant treasurer, or by a person authorized by the corporation to execute written contracts on its behalf, and the corporate seal affixed thereto. In the alternative, a person other than an officer may sign the Contract, provided evidence satisfactory to the City is provided indicating the individual’s authority to bind the corporation. If the corporate seal is not affixed to the Contract, or if it is executed by a person other than officers, or only by one officer, there must be attached to the Contract a certified copy of a resolution of the corporation authorizing such officer or person to execute written contracts for and on behalf of the corporation. If the Bidder is a joint venture, the Contract must be executed on behalf of each participating firm by officers or other individuals who have the full and proper authorization to do so. 4-1.06 FAILURE TO EXECUTE CONTRACT. Failure of the lowest responsible Bidder, the second lowest responsible Bidder, or the third lowest responsible Bidder to execute the Contract and file acceptable bonds and insurance as provided within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City, shall be just cause for annulment of the award and forfeiture of the Bidder's security. The successful Bidder may file with the City Clerk a written notice, signed by the Bidder or Bidder's authorized representative, specifying that the Bidder will refuse to execute the Contract if presented to Bidder. The filing of such notice shall have the same force and effect as the failure of the Bidder to execute the Contract and furnish acceptable bonds within the time prescribed.

Not for Construction
For Council Approval
Re-Bid
INT - 15

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 5: BID PROTEST PROCEDURES
5-1.01 POLICY/PROCEDURES. It is the policy of the City to consider fully and adjudicate promptly protests filed by prospective Bidders relating to the City’s bidding procedure or award of the Contract. Protests shall be filed and processed in accordance with Section 4.12.150 of the Roseville Municipal Code. A Bidder’s failure to follow the bid protest procedures may result in rejection of the protest by the City.

Not for Construction
For Council Approval
Re-Bid

PROP - 1

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] PROPOSAL TO THE DEPARTMENT OF ________________________
Project:_______________________________________

Name of Bidder _________________________________ Business Phone ________________ Business Address _______________________________________________________________ Place of Business _______________________________________________________________ Contractor’s License No. ______________________________________ License Expiration Date_______________________________________ License Classification Type __________________________________________ DIR Registration No. _________________________________________ Type of business organization:
*If a Corporation, incorporated under the laws of the State of:

City of Roseville Business License No.

The undersigned Bidder herewith submits this Proposal and binds itself on award by the City of Roseville under this bid to execute a Contract in accordance with its bid and the Contract Documents.

The Notice to Contractors, Instructions to Bidders, Form of Agreement, Specifications, General Conditions, Supplemental Conditions, Contract Drawings, and Addenda, if any, are made part of this bid and all provisions thereof are hereby accepted, and all representations and warranties are required thereby are hereby affirmed.

The work to be done is described in the Bidding Documents entitled _______________ ____________________________________________________, City of Roseville, California.

This offer shall be irrevocable for a period of sixty (60) Days after the date on which bids are opened.

Not for Construction
For Council Approval
Re-Bid

PROP - 2

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] The undersigned Bidder understands that any clarification made to the above or any new and different conditions or information submitted on or with its Proposal, other than that requested, may render the bid non-responsive.

The undersigned, as Bidder, declares that the only persons or parties interested in this Proposal as principals are those named herein; that this Proposal is made without collusion with any other person, firm, or corporation; that the Bidder has carefully examined the location of the proposed Work, the attached Form of Agreement, and the plans, Specifications, and other Contract Documents; and agrees if this Proposal is accepted, that it will contract with the City of Roseville, in the form of a copy of the Agreement contained in the Project Manual, to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials specified in the Contract Documents, in the manner and time therein prescribed, and according to the requirements of the Director, as therein set forth, and that the Bidder will take in full payment therefore prices indicated in the Schedule of Bid Items, including all work modified by addendum numbers ________________. (IF NONE, STATE NONE).

Bids are required for all Bid Items. The amount of the Bid for comparison purposes will be the total of all items awarded.

The Bidder shall set forth for each item of work, in clearly legible figures, an item (“unit”) price and a total for the item in the respective spaces provided for this purpose in the Schedule of Bid Items.

The prices included within the Schedule of Bid Items include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and for all other costs necessary to perform the Work in accordance Not for Construction
For Council Approval
Re-Bid

PROP - 3

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] with the Contract Documents.

Accompanying this Proposal is _______________________________________________. (Notice: Insert the words “Cash $_________,” “ Cashier's Check,” “Certified Check,” or “Bidder's Bond,” as the case may be, in an amount equal to at least ten percent (10%) of the total of the Bid.)
The names of all persons interested in the foregoing Proposal as Principals, are as follows: ______________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________

If SOLE OWNER, execute here:

I sign as sole owner of the business named above:
_____________________________________________________________________________

If PARTNERSHIP, one or more partners sign here:

The undersigned certify that we are partners in the business named above and that we sign this bid with the full authority to do so:
____________________________________________________________________________ ____________________________________________________________________________

If CORPORATION, execute here:

Corporate Name: _______________________________________ Not for Construction
For Council Approval
Re-Bid

PROP - 4

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Incorporated under the laws of the State of ____________________________________ The undersigned certify that they sign this bid with the full and proper authorization so to do:

By
Signature of Authorized Official*

Title

Typewritten or Printed Name

By
Signature of Authorized Official*

Title

Typewritten or Printed Name

If JOINT VENTURE, execute here:

Joint Venture name composed of:

The undersigned certify that they sign this bid with the full and proper authorization so to do:

Signature of Authorized Official*

Title

Typewritten or Printed Name

Signature of Authorized Official*

Title

Typewritten or Printed Name

*If Bidder is a partnership or Joint Venture, give the full names of all partners and/or Joint Ventures in the space provided (use additional sheet if required). If Bidder is a corporation, two signatures are required as follows: (1) the Chairman, President, or Vice-President and (2) the Secretary, Assistant Secretary, Chief Financial Officer, Treasurer, or Assistant Treasurer. In the alternative, this Agreement may be executed by a single officer or a person other than an officer provided that evidence satisfactory to City is provided demonstrating that such individual is authorized to bind the corporation (example, a copy of a certified resolution from the corporation’s board or a copy of the corporation’s bylaws).

Not for Construction
For Council Approval
Re-Bid

PROP - 5

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] [LIST OF SUBCONTRACTORS FOLLOWS ON NEXT PAGE.]
Not for Construction
For Council Approval
Re-Bid

PROP - 6

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

LIST OF SUBCONTRACTORS

Contractor’s Name: _________________________________
The Bidder is required to furnish the following information in accordance with the provisions of Section 4100 and 4114, inclusive, of the Public Contract Code of the State of California. This list and information shall include all Subcontractors that perform work, provide labor or render services to the Bidder in connection with the Project in an amount in excess of one-half of one percent (0.5%) of the total amount of the Bidder Grand Total Price.

PORTION/

TYPE OF
WORK
% OF

CONTRACT
SUB-
CONTRACTOR’S
NAME

CONTRACTOR
LICENSE NO. DIR REG NO. BUSINESS ADDRESS
(CITY, STATE)

Not for Construction
For Council Approval
Re-Bid

PROP - 7

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

SECURITY FOR COMPENSATION CERTIFICATE
(Required by California Labor Code Section 1861)

TO: City Council
City of Roseville

I am aware of the provisions of Section 3700 of the Labor Code which require 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 of this Contract.

_________________________________
_________________________________
(Signature of Bidder)

_________________________________
_________________________________
Business Address
_________________________________
Telephone

Not for Construction
For Council Approval
Re-Bid

PROP - 8

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] BIDDER’S BOND
City Council of the City of Roseville

KNOW ALL MEN BY THESE PRESENTS:

That we ________________________________________________________________ ___________________________________________________________, as PRINCIPAL, and ______________________________________________________________________________ a, __________________________________________ and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Roseville in the penal sum of _______________________________________________ dollars ($________________), being at least TEN PERCENT (10%) OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City of Roseville, acting by and through the Public Works Director, for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, to the Director of the Department to which said Bid was submitted, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above-mentioned Bid to the City Council of the City of Roseville, as aforesaid, for certain construction specifically described as follows, for which Bids are to be opened at the Office of the City Clerk located at 311 Vernon Street, Roseville, California, on ____________________________, 20__ FOR

(Copy here the exact title of work as it appears on the Proposal.) Not for Construction
For Council Approval
Re-Bid

PROP - 9

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] NOW, THEREFORE, IF THE AFORESAID PRINCIPAL is awarded the Contract and, within the time and manner required under the Contract Documents, after the prescribed forms are presented for signature, enters into a written Contract, in the prescribed form, in accordance with the Bid, and files all insurance and two (2) Bonds with the Department, one (1) to guarantee Faithful Performance and the other to guarantee Payment for Labor and Materials, as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and effect.

IN WITNESS WHEREOF, we have hereunto set our hands and seals on this _____ day of _____________________, 20___.
______________________________(Seal)
______________________________(Seal)
______________________________(Seal)
Principal
______________________________(Seal)
______________________________(Seal)
______________________________(Seal)
Surety
__________________________________
__________________________________
Business Address
NOTE: To be considered complete, both the Principal and the Surety must sign this Bidder’s Bond. In addition, signatures of those executing for the Surety must be properly acknowledged.

Not for Construction
For Council Approval
Re-Bid

Project Johnson Poolhouse Renovation (Re-bid)

Contractor

SCHEDULE OF BID ITEMS

The bidder, in compliance with the published Notice to Contractors for the construction of accessibility upgrades to the poolhouse and related mechanical, electrical, and plumbing upgrades, and any other items necessary as shown on the Plans and Specifications; having examined the Plans and Specifications, any and all addenda, any related documents, and all of the sites of the proposed work, and being familiar with all the conditions surrounding the construction of the proposed project, including the availability of material, hereby proposes to furnish all labor, materials, and supplies, and to construct the project in accordance with the Contract Documents, within the time period set forth therein, and at the prices stated. This is a “Lump Sum Bid” project.

These prices are to include all labor, materials, supplies, and all other expenditures incidental to complete compliance to the Contract Documents.

The work to be included in the Contract shall be determined by the City prior to award of Contract.

The amount of the bid for comparison and award purposes shall be the total amount set forth in the “Total Lump Sum Bid,” which includes the base bid and any alternates designated on the Schedule of Bid Items . The City reserves the right to award none, al l or selected add alternates as the budget permits.

BASE BID:

Base bid includes all work as shown on the plans, project manual, and addenda to construct the Johnson Poolhouse Renovation Project.

Numerical Total Base Bid: $_________________________________________________

Written Total Base Bid: __________________________________dollars and__________

ADD ALTERNATES:

ADD ALTERNATE #1 – Removal and replacement of two overhead doors at entry vestibule as indicated on the Plans and in the Project Manual.

Numerical Total Additive Alternate #1 Bid:
$________________________________________________

Written Total Additive Alternate #1 Bid: ___________________________dollars and__________

PROP – 10A
Not for Construction
For Council Approval
Re-Bid

TOTAL LUMP SUM BID:

Total lump sum bid includes Lump Sum Base Bid plus Additive Alternate #1.

Numerical Total Lump Sum Bid: $_________________________________________________

Written Total Lump Sum Bid: __________________________________dollars and__________

The additions or deletions sheets (PROP 10 C-D) are required to be submitted with the proposal and shall be completed in their entirety . Failure to do so may be interpreted an as incomplete/non- responsive bid. This breakdown will not be considered for bid award but will be used during the contract in case of change orders.

Contractor Name (print or type): ____________________________________________

Signature (by authorized representative): _____________________________________

Date: _______________________ License No.: _________________ Class: _______

PROP – 10B
Not for Construction
For Council Approval
Re-Bid
PROP - 10
For Additions and Deletions Only
Contractor shall provide itemized costs as shown below for use during construction for additions or deletions only. Unit costs to be listed are based on the project plans, specifications, Parks Construction Standards and the Design & Construction Standards, unless otherwise noted. Items listed are not necessarily shown on the plans or identified in the Technical Specifications.

Item Description Unit Unit Cost
1 EC-2 Preservation of Existing Vegetation sf
2 EC-3 Hydraulic Mulch sf
3 EC-4 Hydroseeding sf
4 EC-6 Straw Mulch sf
5 EC-7 Geotextiles and Mats sf
6 EC-8 Wood Mulching sf
7 EC-10 Velocity dissipation device ea
8 EC-11 Slope Drains ea
9 EC-14 Compost Blanket sf
10 EC-16 Non-Vegetative Stabilization sf
11 SE-1 Silt Fence lf
12 SE-5 Fiber Rolls lf
13 SE-6 Gravel Bag Berm ea
14 SE-7 Street Sweeping and Vacuuming ea
15 SE-8 Sandbag Barrier lf
16 SE-9 Straw Bale Barrier lf
17 SE-10 Storm Drain Inlet Protection ea
18 TC-1 Stabilized construction entrance/exit ea
19 TC-3 Entrance/outlet tire wash ea
20 Site security fencing lf
21 Concrete walk sf
22 Remove and replace interior concrete slab sf
23 Steel picket fence ea
Johnson Poolhouse Renovation Project (Re-bid)
Association Stormwater Best Management Practice Handbook, latest edition. If not applicable to the Project, list n/a under unit cost column.

Items 1 through 19 are to be consistent with requirements detailed in California Stormwater Quality Not for Construction
For Council Approval
Re-Bid
C
PROP - 10
For Additions and Deletions Only (continued)
Item Description Unit Unit Cost
24 Sink ea
25 Lavatory ea
26 Shower ea
27 Toilet/water closet ea
28 Urinal lf
29 Remove and replace hot water heater ea
30 Floor mounted bench ea
31 Soap dish ea
32 Soap dispenser ea
33 Mirror sf
34 Toilet paper dispenser sf
35 Paper towel dispenser/receptacle sf
36 Remove plywood finish sf
37 Gypsum wallboard finish ea
38 Paint sf
39 FRP wainscot sf
40 Epoxy coating ea
41 L2 light ea
42 L3 light ea
43 L4 light ea
44 L5 light ea
45 S1 light ea
46 Exit sign ea
47 Electrical outlet ea
48 49
50 Johnson Poolhouse Renovation Project (Re-bid)
Not for Construction
For Council Approval
Re-Bid

PROJECT QUALIFICATIONS/EXPERIENCE SHEET
Project Name: _________________________________Company Name: _____________________________________ License Type: ________ The following shall be fully completed by the Contractor detailing previous experience which satisfies the project prerequisite. This prerequisite includes park/aquatic projects of similar size and scope to that of the current project and which has been completed by your company within the last three (3) years. This form shall be fully completed and submitted as a part of the Proposal/Bid Schedule. Failure to do so could be interpreted as an incomplete/non-responsive bid.

1. Project Name: _______________________________________________________________________ Acres _______ Location:___________________________ Owner: ___________________________________________________________ Contact Person: ___________________________________________ _________ Phone: (_____) ____________________ Contract Amount: $______________________________________ Year Completed _________________ ____________ Landscape Architect/Arch itect: ______________________________________________________________________ Phone: (_____) _________ _____________

Scope of Work
(check all those that apply):
___ Grading ___ Drainage ___ Irrigation ___ Asphalt Concrete Work ___ Concrete Forming ___ Concrete Flatwork ___ Special Concrete Finishing ___ Decomposed Granite Paving ___ Doors & Hardware ___ Fencing ___ Plumbing ___ HVAC ___ Framing/Drywall ___ Cabinetry ___ Lighting ___ Drinking Fountains ___ Masonry Block Work ___ E poxy Coating ___ Restroom Facilities ___ Landscaping ___ Other (specify) _________________________________________________________________________________________________________ ____

2. Project Name: _______________________________________________________________________ Acres _______ Location:___________________________ Owner: ___________________________________________________________ Contact Person: ___________________________________________ _________ Phone: (_____) ____________________ Contract Amount: $______________________________________ Year Completed _________________ ____________ Landscape Architect/Arch itect: ______________________________________________________________________ Phone: (_____) _________ _____________

Scope of Work (check all those that apply):
___ Grading ___ Drainage ___ Irrigation ___ Asphalt Concrete Work ___ Concrete Forming ___ Concrete Flatwork ___ Special Concrete Finishing ___ Decomposed Granite Paving ___ Doors & Hardware ___ Fencing ___ Plumbing ___ HVAC ___ Framing/Drywall ___ Cabinetry ___ Lighting ___ Drinking Fountains ___ Masonry Block Work ___ E poxy Coating ___ Restroom Facilities ___ Landscaping ___ Other (specify) _________________________________________________________________________________________________________ ____

3. Project Name: _______________________________________________________________________ Acres _______ Location:___________________________ Owner: ___________________________________________________________ Contact Person: ___________________________________________ _________ Phone: (_____) ____________________ Contract Amount: $______________________________________ Year Completed _________________ ____________ Landscape Architect/Arch itect: ______________________________________________________________________ Phone: (_____) _________ _____________

For 3

Bidding

Scope Scope
___ Grad___ Gr
___ Concret___ Concre
___ _ Plumbingumb
___ Drinking Foun Drinking Foun
_ Other (specify)her (specify
Not for Construction
For Council Approval
Re-Bid

PROP - 11

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

NONCOLLUSION DECLARATION TO BE EXECUTED BY

BIDDER AND SUBMITTED WITH BID

The undersigned declares:

I am the _________________ of ______________________, the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid. The Bidder has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, or to refrain from bidding. The Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other Bidder. All statements contained in the bid are true. The Bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a Bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the Bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on _____________________ [date], at _____________________________ [city], ________________ [state].

____________________________________
(Signature of Declarant)
Not for Construction
For Council Approval
Re-Bid

PROP - 12

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

DISQUALIFICATION QUESTIONNAIRE

The Bidder shall complete, under the penalty of perjury, the following questionnaire:

Has the Bidder, any officer of the Bidder, or any employee of the Bidder who has proprietary interest in the Bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
Yes______ No______
If the answer is yes, explain the circumstances in the following space.

NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________

Not for Construction
For Council Approval
Re-Bid

PROP - 13

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

ACKNOWLEDGEMENT OF INSURANCE AND BOND REQUIREMENTS

Included in the Bid Price is full compensation for the requirements set forth in the INSURANCE BROKER INFORMATION PACKET of the Project Manual.

Not for Construction
For Council Approval
Re-Bid

PROP - 14

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

DISCLAIMER OF WARRANTIES AND ACCURACY OF DATA

Although soil and site investigation reports have been obtained from sources believed to be reliable, no warranty expressed or implied is made regarding accuracy, adequacy, completeness, legality, reliability or usefulness of any information contained therein. These reports are subject to change at any time, may be incomplete, and/or may contain errors. This information is provided for informational purposes only. The City of Roseville provides this information on an “as is” basis. Warranties of any kind, express or implied, or statutory, including but not limited to the implied warranties of merchantability, and fitness for a particular purpose ARE DISCLAIMED to any party viewing these documents or to any third party.

The City of Roseville does not accept and expressly disclaims liability to any party viewing such information, or to any third party whatsoever, for any loss, damage, or injury (including incidental or consequential damages) whether such loss, damage, or injury is the result of negligence, willful or intentional misconduct, or any other cause.

I have read and acknowledged the above disclaimer and agree to hold harmless the City of Roseville on any theory of liability for any loss, damage or injury whether in contract, strict liability or tort arising in any way out of the use or contents of the released information or documents described above or the performance of the work called for herein.

Print Name Signature

Name of Business/Company/Corporation Date

Address Phone

Not for Construction
For Council Approval
Re-Bid

PROP - 15

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

END OF PROPOSAL
Not for Construction
For Council Approval
Re-Bid

1 [L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

A G R E E M E N T

THIS AGREEMENT, is made and entered into this _____ day of __________________, 20_____, by and between the City of Roseville, a municipal corporation, (“CITY”), and ______________________________________________, a ____________________________, (“CONTRACTOR”); and

W I T N E S E T H:

WHEREAS, the City Council of the CITY, at a meeting held on the ____day of __________________, 20_____, approved plans and specifications for the ______________________________________________________________________________ and directed the City Clerk to advertise for sealed proposals for doing said work and providing that bids be submitted on the _____ day of ________________, 20_____; and WHEREAS, the City Clerk, thereafter duly and regularly caused a notice to be published in the manner and for the time prescribed by law; and
WHEREAS, CONTRACTOR, pursuant to the provisions of said notice duly filed a bid with the City Clerk, a true copy of which bid is now on file in the office of the City Clerk, and is hereby referred to and by this reference made a part hereof as fully as if set forth at length herein; and
WHEREAS, all bids received pursuant to said notice were opened and examined and publicly declared at the time specified in said advertisement for bids and at a meeting of the City Council held on the _____ day of ___________________, 20_____, the Council found and Not for Construction
For Council Approval
Re-Bid

2 [L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] declared the bid of CONTRACTOR to be the lowest responsible bid and thereupon awarded a contract to CONTRACTOR to do the work referred to in the aforementioned specifications.

NOW, THEREFORE, the parties agree as follows:

1. THE WORK. CONTRACTOR agrees:
a. To do the work and furnish all the labor, materials, tools, supplies, equipment, superintendence, insurance, and bonds required for the _______________________ ______________________________________________________________________________ in accordance with the Contract Documents (the Work).
b. To do and perform the Work contemplated hereby in a good and workmanlike manner under the direction of and to the satisfaction of the Director of Public Works of the City of Roseville.

2. PAYMENT. CITY shall pay CONTRACTOR __________________________ _________________________________________ dollars ($________________) for the Work to be done under this Agreement in accordance with the Contract Documents.

3. CONTRACT DOCUMENTS. The complete Agreement between the parties hereto consists of the following documents:
a. The advertisement for bids (including the notice to bidders, instructions to bidders and proposals);
b. The accepted bid;
c. Plans and specifications (including general conditions, supplemental conditions, special provisions and construction details); d. Bonds and insurance required by the specifications; and Not for Construction
For Council Approval
Re-Bid

3 [L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] e. This contract.

All documents specified above are intended to operate so that any work called for in any one and not mentioned in the other, or vice versa, is to be executed the same as if mentioned in all said documents.

4. LIQUIDATED DAMAGES. In the event CONTRACTOR does not complete the Work within the time specified, CONTRACTOR agrees that CITY will suffer damages.

Inasmuch as the actual damages which would result from such breach by CONTRACTOR under this Agreement are uncertain, and would be impractical or extremely difficult to fix, CONTRACTOR agrees that it shall pay, or CITY shall deduct from CONTRACTOR’s fee, the amount of $________ per day as liquidated damages, in the event of such delay.

5. TIME OF COMPLETION. Time is of the essence of this Agreement.

CONTRACTOR shall complete all Work under the Contract Documents within _____ Days of the date of this Contract. CONTRACTOR shall begin work by the date specified in the “Notice to Proceed” letter and shall diligently prosecute all of the Work under this Contract in all parts and requirements as defined in the Contract Documents.

6. SERVICE OF NOTICE. Any notice required or permitted to be given under this Agreement shall be deemed given when (a) personally delivered to the recipient identified below; (b) mailed by registered or certified mail, return receipt requested, postage pre-paid, to the address specified below; or (c) sent by facsimile, with confirmation of receipt, to the facsimile number identified below.

CITY OF ROSEVILLE CONTRACTOR
______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ Not for Construction
For Council Approval
Re-Bid

4 [L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] CITY may also act through either its architect or construction manager if CITY expressly gives notice to CONTRACTOR, in writing, that CITY’s designee has authority to act for CITY in a specific capacity.

7. DISPUTES. Disputes arising from this Agreement will be determined in accordance with the Contract Documents and Public Contract Code Sections 10240-10240.13.

8. GOVERNING LAW. This Agreement shall be governed by and construed in accordance with the laws of the State of California.

9. INDEPENDENT CONTRACTOR. CONTRACTOR shall act as an independent contractor, and covenants and agrees that it will conduct itself consistent with such status, that it will neither hold itself out as, nor claim to be, an officer or employee of CITY by reason of this Agreement.

10. SUCCESSORS IN INTEREST. This Agreement shall be binding upon the heirs, successors, executors, administrators and assigns of the respective parties hereto.

11. MODIFICATION. This Agreement and each provision contained herein may be waived, amended, supplemented or eliminated only by mutual written agreement of the parties.

12. SEVERABILITY. If any of the provisions contained in this Agreement are for any reason held invalid or unenforceable, such holding shall not affect the remaining provisions or the validity and enforceability of the Agreement as a whole.

13. INTEGRATED AGREEMENT. This is an integrated agreement and contains all of the terms, considerations, understanding and promises of the parties. It shall be read as a whole.

14. CONTRACTORS LICENSE LAW. CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS’ STATE LICENSE Not for Construction
For Council Approval
Re-Bid

5 [L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

BOARD WHICH HAS JURISDICTION TO INVESTIGATE COMPLAINTS AGAINST

CONTRACTORS IF A COMPLAINT REGARDING A PATENT ACT OR OMISSION IS FILED WITHIN FOUR (4) YEARS OF THE DATE OF THE ALLEGED VIOLATION. A

COMPLAINT REGARDING A LATENT ACT OR OMISISON PERTAINING TO STRUCUTRAL DEFECTS MUST BE FILED WITHIN TEN (10) YEARS OF THE DATE OF THE ALLEGED VIOLATION. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE REFERRED TO THE REGISTRAR, CONTRACTORS’ STATE LICENSE BOARD, P.O.

BOX 26000, SACRAMENTO, CALIFORNIA 95826.

IN WITNESS WHEREOF, the City of Roseville, a municipal corporation, has authorized the execution of this Agreement in duplicate by its City Manager and attestation by its City Clerk under authority of Resolution No. _____, adopted by the Council of the City of Roseville on the ____day of _________________, 20_____, and CONTRACTOR has caused this Agreement to be duly executed.

CITY OF ROSEVILLE, a ___________________________, a
municipal corporation _____________________________

BY:______________________________ BY: __________________________ DOMINICK CASEY its: __________________________
City Manager
and
ATTEST:

BY: __________________________
its: __________________________

BY:______________________________

C ARMEN AVALOS
City Clerk

Not for Construction
For Council Approval
Re-Bid

6 [L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] APPROVED AS TO FORM:

BY: ______________________________

MICHELLE SHEIDENBERGER
City Attorney

APPROVED AS TO SUBSTANCE:

BY: ______________________________

Print Name:________________________

Title:______________________________

Not for Construction
For Council Approval
Re-Bid

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

INSURANCE BROKER INFORMATION PACKET
Project:_______________________________________

NOTICE TO CONTRACTOR:

For your convenience, this package contains the Requirements for Insurance and Bonds for this project, including the necessary City forms. You are required to return these forms in addition to the executed Contract within fifteen (15) calendar days after the award of the Bid, unless otherwise directed by City in writing. (See the Instructions to Bidders.)

Please insert the dollar amount of your accepted Bid into the blank on page INS-1 and present this entire package to your insurance broker if you are awarded the Bid.

Not for Construction
For Council Approval
Re-Bid
Johnson Poolhouse Renovation (Re-bid)

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

TABLE OF CONTENTS

Page
Notice to Insurance Broker INS 1
Insurance Requirements INS 2
Public Works Faithful Performance Bond INS 10
Public Works Payment Bond INS 13
Not for Construction
For Council Approval
Re-Bid

INS - 1

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

NOTICE TO INSURANCE BROKER

Your client has been awarded a bid by the City Council of the City of Roseville to perform a public works project known as ___________________________________________.

The Contract Conditions for that project require your client (“the Contractor”) to return certain evidence of insurance and bonds to the City Attorney of the City within fifteen (15) days after the Bid award, unless otherwise directed by the City in writing, or else the Bid award may be terminated and awarded to another company.

This package contains the information you will need as an insurance broker to provide the appropriate insurance and bonds to the City. The insurance coverages the Contractor needs are specified in the section entitled “Insurance Requirements.” Please note that, in addition to the insurance certificate itself, copies of several endorsements must be actually furnished.

Please refer to the Supplemental Conditions for modifications of the General Conditions, if any, and the requirements of this insurance packet.

Please use the standard City of Roseville Bond Forms provided in this package.

The Bonds required must each be in the penal amount of: $______________________.

Bonds must be sent to the following staff person:
________________________________
________________________________
________________________________

Insurance documents must be provided using one of the following methods:
a. By email to [email protected] and [email protected]

b. By fax to (770) 335-5727 and (916) 774-5461
After using one of these methods, please DO NOT send the insurance certificate(s) by mail.

When forwarding the documents, please refer to the project name so that the documents can be matched with the Contract for which they are submitted.

Thank you.

Not for Construction
For Council Approval
Re-Bid
Johnson Poolhouse Renovation (Re-bid)
City of Roseville, Parks, Recreation & Libraries

316 Vernon Street, Suite 400

Roseville, CA 95678
Heather Buck

INS - 2

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

INSURANCE REQUIREMENTS

The following sections are quoted from the General Conditions:
5-1.23 INSURANCE COVERAGE.

A. Evidence of Maintenance Required. The Contractor shall, at its expense, procure and at all times maintain in full force and effect at a minimum the insurance required by this section on all of its operations; and the Contractor shall not allow any Subcontractor to commence work until similar insurance required of the Subcontractor has been obtained and filed. An original Certificate of Insurance, and copies of all required endorsements, all in a form approved by the Risk Manager, evidencing all required coverage or policies shall be filed after the award of the bid and prior to approval of the Contract by the City Council. Contractor shall provide ten (10) days prior written notice to the City of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.

B. Qualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies acceptable to the City and licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.

C. Insurance Required.

INS - 3

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.

The Commercial General Liability insurance shall include the following, copies of which shall be provided:
a. Inclusion of the City of Roseville, and its officers, agents, employees, and volunteers, as additional insureds (except for workers’ compensation) as respects services or operations under the Contract. The additional insured endorsement for the general liability policy shall be at least as broad as the ISO CG 2010 10 01 combined with ISO CGL Endorsement CG 2037 10 01. Any other endorsement must be approved in writing by the City.

INS - 4

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.

2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), or if Contractor has no owned autos, Code 8 (hired) and Code 9 (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.

3. Workers' Compensation: In accordance with the provisions of the California Labor Code, Contractor is required to be insured against liability for Workers' Compensation or to undertake self-insurance. Statutory Workers' Compensation and Employers' Liability of at least One Million Dollars ($1,000,000) shall cover all Contractors staff while performing any work incidental to the performance or this Agreement.

4. Professional Liability: Professional Liability (Errors and Omission) Insurance appropriate to Contractor’s profession, with a limit of liability not less than One Million Dollars ($1,000,000) per occurrence or claim and Two Million Dollars ($2,000,000) aggregate to cover all design and engineering services rendered by Contractor pursuant to the Agreement. Coverage must commence from the first day that Contractor or any of its Subcontractors provided any design or engineering services in connection with the Project.

Not for Construction
For Council Approval
Re-Bid

INS - 5

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

5. Builder’s Risk/Course of Construction Insurance Is ____ OR Is Not ____ Required by Risk Management: The Contractor shall be responsible for all loss, damage or destruction whatsoever to the work called for by this Contract until the approval of a Notice of Completion or acceptance of the Work if no Notice of Completion is to be recorded.

The Contractor shall secure “ All Risk” type of builder's Risk Insurance of the type covering one hundred percent (100%) of the value of the work performed under this Contract (the value is presumed to be the Contract amount unless otherwise stated in Supplemental Conditions) and all materials, equipment, or other items to be incorporated therein while the same are located at the construction site, a bonded warehouse, or its place of manufacture. At any time, the policy shall cover the value of the work completed. The policy shall cover hazards including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.

The policies providing such insurance shall name the Ci ty as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.

Builder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of

3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.

INS - 6

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] pollutants, in limits not less than Two Million Dollars ($2,000,000). Contractor shall add the City and all parties required to be indemnified by Contractor as additional insured on all pollution liability policies.

7. Higher Coverage Limits: If Contractor maintains higher coverage limits than the amounts shown above, then the City requires and shall be entitled to coverage for the higher coverage limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

8. Claims Made Coverage: Liability insurance coverage may not be written on a “claims made” or modified occurrence basis. The Certificate of Insurance must clearly provide that the coverage is on an “occurrence” basis.
5-1.24 OTHER INSURANCE PROVISIONS.

A. The requirements of the Standard Specifications as to types and limits of insurance coverage to be maintained by the Contractor, and any approval of insurance by the City, are not intended to, and shall not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude the City from taking any other action available to it under any other provision of the Contract or law.

B. The City acknowledges that some insurance requirements contained in these Standard Specifications may be fulfilled by self-insurance on the part of the Contractor.

However, this shall not in any way limit liabilities assumed by Contractor under the Contract.

INS - 7

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.

C. The Contractor a grees to include in its contracts with all subcontractors the same requirements and provisions of this Contract, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor’s work. Furthermore, the Contractor shall require its subcontractors to agree to be bound to the Contractor and the City in the same manner and to the same extent as the Contractor is bound to the City under this Contract. Additionally, the Contractor shall obligate its subcontractors to comply with these same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of the City’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, the Contractor may insure subcontractor(s) under its own policy.

D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.

E. The limits of insurance required in this Contract may be satisfied by a combination of primary and excess insurance. Any excess insurance shall contain or be Not for Construction
For Council Approval
Re-Bid

INS - 8

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of the City (if agreed to in a written contract) before the City’s own insurance shall be called upon to protect it as a named insured.

F. The insurance procured by Contractor shall be subject to the approval of the City, but any acceptance of insurance certificates by the City shall in no way limit or relieve Contractor of its duties and responsibilities under the Agreement.

G. Contractor shall be responsible for all premiums, deductibles, and self- insured retention applicable to the insurance it is required to procure under the Contract. All deductibles or self-insured retentions over five hundred thousand dollars ($500,000) must be approved by the City, in writing. Contractor shall be responsible for all deductibles, self-insured retention payments, and/or increased premiums incurred if the City’s policies of insurance are forced to cover damages or respond to claims for which Contractor or its Subcontractors were obligated to provide insurance under the Contract.

H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.

I. Contractor’s indemnity obligations shall not be limited by these insurance provisions and shall survive the expiration of the Contract and the insurance provisions of the Contract shall likewise not be limited by the indemnity provisions of the Contract.

J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY

PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF
NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.

Not for Construction
For Council Approval
Re-Bid

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

PUBLIC WORKS

FAITHFUL PERFORMANCE BOND
(Project: ______________________________________________)

WHEREAS, the City of Roseville (“CITY”) has awarded a bid and contract to ___________________________________________________________________ as contractor (“PRINCIPAL”) for the public work described as __________________ _________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and

WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing its faithful performance; and

NOW, THEREFORE, we the undersigned PRINCIPAL and _________________ ____________________________, a _______________________________, admitted and duly authorized to transact business under the laws of the State of California, as SURETY (“SURETY”), are held and firmly bound unto the CITY or its successors and assigns in the sum of ____________________________________________________ dollars ($___________________) (which amount is not less than 100% of the AGREEMENT price) to be paid to the CITY or its successors and assigns; and for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns jointly and severally, firmly by these presents.

The condition of this obligation is such that if the PRINCIPAL, or its heirs, executors, administrators, successors or assigns, shall abide by, and in all respects promptly and faithfully perform the covenants, conditions and provisions in said AGREEMENT and any alteration thereof made as therein provided, notice of which alterations to Surety being hereby waived, on 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 indemnify and save harmless CITY, its officers, agents, employees, volunteers as therein stipulated, then this obligation shall be null and void; otherwise, this obligation shall be and remain in full force and effect.

As condition precedent to the satisfactory completion of the contract, the obligation of the PRINCIPAL and SURETY under this Bond shall remain in effect for a period of one (1) year after the completion and acceptance of the WORK. During that time, if the PRINCIPAL, its heirs, executors, administrators, successors or assigns fails to make full, complete and satisfactory repair and replacement or totally protect the CITY from any loss or damage made evident during that year which results from or is caused by either defective materials or faulty workmanship in the prosecution of the WORK, then the obligation shall remain in full force and effect. However, anything in Bond No. __________
Premium $_________
Not for Construction
For Council Approval
Re-Bid
Johnson Poolhouse Renovation Re-bid)

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] this paragraph to the contrary notwithstanding, the obligation of the SURETY shall continue so long as any obligation of the PRINCIPAL remains.

No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.

Whenever PRINCIPAL shall be and declared by CITY to be in default under the AGREEMENT, SURETY shall promptly remedy the default, or shall promptly do one of the follow at CITY’s election:

1. Undertake through its agents or independent contractors, reasonably acceptable to CITY, to complete the AGREEMENT in accordance with its terms and conditions and to pay and perform all obligations of PRINCIPAL under the AGREEMENT, including without limitation, all obligations with respect to warranties, guarantees, and the payment of liquidated damages.

2. Reimburse CITY for all costs CITY incurs in completing the AGREEMENT, and in correcting, repairing or replacing defects in materials or workmanship and/or materials and workmanship which do not conform to the specifications in the AGREEMENT.

SURETY’s obligations hereunder are independent of the obligations of any other surety for the performance of the AGREEMENT, and suit may be brought against SURETY and such other sureties, jointly and severally, or against any one or more of them, or against less than all of them without impairing CITY’s rights against the others.

No right of action shall accrue on this bond to or for the use of any person or corporation other than CITY or its successors or assigns.

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

[SIGNATURES NEXT PAGE]

Not for Construction
For Council Approval
Re-Bid

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the ____ day of __________________, 20___.

PRINCIPAL: SURETY:

BY:____________________________ BY:__________________________ PRINT NAME: ________________________ PRINT NAME: ______________________ PRINT TITLE: ________________________ PRINT TITLE:_______________________

AND MAILING ADDRESS:

BY: ___________________________ _____________________________ PRINT NAME: ________________________ ___________________________________ PRINT TITLE:_________________________ ___________________________________

(Notarization by Surety and copy of
Power of Attorney required.)
APPROVED AS TO FORM:

BY: ________
City Attorney
Not for Construction
For Council Approval
Re-Bid

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

PUBLIC WORKS

LABOR AND MATERIALS PAYMENT BOND
(Project: ______________________________________________)

WHEREAS, the City of Roseville (“CITY”), has awarded a bid and contract to ______________________________________________________________________ as contractor (“PRINCIPAL”), for the public work described as ____________________ ________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and

WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing payment of persons who provide labor and material; and

The condition of the obligation is such that if the PRINCIPAL, its subcontractors, heirs, executors, administrators, successors or assigns fails to pay any of the persons named in Section 8004 or 9100 of the Civil Code of the State of California, or the amounts due under the Unemployment Insurance Code of the State of California, or any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the PRINCIPAL and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, with respect to work or labor performed by any such claimant, that the SURETY will pay for the same, in an amount not exceeding the sum specified in this bond, and also, in case suit is brought upon the bond, shall pay reasonable attorneys’ fees, to be fixed by the Court.

This bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file a Stop Payment Notice pursuant to the provisions of Section 9350 et seq. of the Civil Code of the State of California, so as to give a right of action to them or their assigns in any suit brought upon this bond.

Bond No. __________
Premium $_________
Not for Construction
For Council Approval
Re-Bid
Johnson Poolhouse Renovation (Re-bid)

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.

IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the _____ day of __________________, 20__.

PRINCIPAL: SURETY:

AND MAILING ADDRESS:

(Notarization by Surety and copy of
Power of Attorney required.)
APPROVED AS TO FORM:

BY: ________
City Attorney
Not for Construction
For Council Approval
Re-Bid

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

CITY OF ROSEVILLE

GENERAL CONDITIONS

FOR

BUILDINGS AND GROUNDS

Not for Construction
For Council Approval
Re-Bid

GC – i

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

CITY OF ROSEVILLE

GENERAL CONDITIONS
FOR

BUILDINGS AND GROUNDS

SECTION 1: DEFINITIONS AND TERMS .................................................................... GC-1:1 1-1.01 GENERAL ...................................................................................................... GC-1:1 1-1.02 ACCEPTANCE .............................................................................................. GC-1:1 1-1.03 ADDENDUM .................................................................................................. GC-1:1 1-1.04 AS-BUILT DOCUMENTS, AS-BUILT DRAWINGS AND RECORD DOCUMENTS ................................................................................................ GC-1:1 1-1.05 ASSESSMENT ............................................................................................... GC-1:1 1-1.06 BENEFICIAL OCCUPANCY ...................................................................... GC-1:2 1-1.07 BID GUARANTY ........................................................................................... GC-1:2 1-1.08 BIDDER .......................................................................................................... GC-1:2 1-1.09 BIDDING DOCUMENTS ............................................................................. GC-1:2 1-1.10 CHANGE ORDER ......................................................................................... GC-1:2 1-1.11 CITY ................................................................................................................ GC-1:2 1-1.12 CITY ATTORNEY ........................................................................................ GC-1:2 1-1.13 CITY CLERK ................................................................................................. GC-1:2 1-1.14 CLAIM ............................................................................................................ GC-1:2 1-1.15 CONSTRUCTION SCHEDULE .................................................................. GC-1:3 1-1.16 CONTRACT OR AGREEMENT ................................................................. GC-1:3 1-1.17 CONTRACT CONDITIONS ........................................................................ GC-1:3 1-1.18 CONTRACT DOCUMENTS ........................................................................ GC-1:3 1-1.19 CONTRACT DRAWINGS ............................................................................ GC-1:3 1-1.20 CONTRACT PRICE ...................................................................................... GC-1:4 1-1.21 CONTRACT TIME ....................................................................................... GC-1:4 1-1.22 CONTRACTOR ............................................................................................. GC-1:4 1-1.23 DAY OR DAYS ............................................................................................... GC-1:4 1-1.24 DEPARTMENT ............................................................................................. GC-1:4 1-1.25 DIRECT COSTS ............................................................................................ GC-1:4 1-1-26 DIRECTOR. ................................................................................................... GC-1:6 1-1.27 EMERGENCY. .............................................................................................. GC-1:6 1-1.28 ENGINEER OR ARCHITECT ..................................................................... GC-1:7 1-1.29 FINAL COMPLETION ................................................................................. GC-1:7 1-1.30 FORCE ACCOUNT ....................................................................................... GC-1:7 1-1.31 GENERAL NOTES ........................................................................................ GC-1:7 1-1.32 INSTALLATION, INSTALL ........................................................................ GC-1:7 1-1.33 LABORATORY ............................................................................................. GC-1:7 1-1.34 LEGAL HOLIDAYS ...................................................................................... GC-1:7 1-1.35 LIQUIDATED DAMAGES ........................................................................... GC-1:7 1-1.36 NOTICE OF COMPLETION ....................................................................... GC-1:8 1-1.37 NOTICE TO PROCEED ............................................................................... GC-1:8 1-1.38 NOTICE OF TERMINATION ..................................................................... GC-1:8 Not for Construction
For Council Approval
Re-Bid

GC – ii

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 1-1.39 OVERHEAD ................................................................................................... GC-1:8 1-1.40 PREMISES ..................................................................................................... GC-1:9 1-1.41 PROFESSIONAL ENGINEER .................................................................... GC-1:9 1-1.42 PROJECT MANUAL .................................................................................... GC-1:9 1-1.43 PROPOSAL FORMS ..................................................................................... GC-1:9 1-1.44 REQUEST FOR INFORMATION (RFI). ................................................... GC-1:9 1-1.45 SAFETY .......................................................................................................... GC-1:9 1-1.46 SCHEDULE OF VALUES. ........................................................................... GC-1:9 1-1.47 SHOP DRAWINGS ...................................................................................... GC-1:10 1-1.48 SPECIFICATIONS ...................................................................................... GC-1:10 1-1.49 SUBCONTRACTOR ................................................................................... GC-1:10 1-1.50 SUBMITTALS ............................................................................................. GC-1:10 1-1.51 SUPPLEMENTAL CONDITIONS ............................................................ GC-1:10 1-1.52 SUPPLIER .................................................................................................... GC-1:10 1-1.53 WORK ........................................................................................................... GC-1:11 1-1.54 WORK SITE ................................................................................................. GC-1:11 1-1.55 WORKING DRAWINGS ............................................................................ GC-1:11 SECTION 2: CONTROL AND SCOPE OF THE WORK ............................................. GC-2:1 2-1.01 AUTHORITY OF DIRECTOR .................................................................... GC-2:1 2-1.02 INTENT OF CONTRACT DOCUMENTS .................................................. GC-2:1 2-1.03 EXAMINATION AND VERIFICATION OF CONTRACT
DOCUMENTS ................................................................................................ GC-2:2 2-1.04 CONTRACT DRAWINGS ............................................................................ GC-2:3 2-1.05 COORDINATION AND INTERPRETATION OF CONTRACT
DOCUMENTS ................................................................................................ GC-2:3 2-1.06 INDEPENDENT CONTRACTOR STATUS ............................................... GC-2:5 2-1.07 ORDER OF WORK ....................................................................................... GC-2:5 2-1.08 SUBMITTALS ............................................................................................... GC-2:5 2-1.08A SHOP DRAWINGS.................................................................................. GC-2:6 2-1.08B DESCRIPTIVE DATA ............................................................................ GC-2:7 2-1.08C SAMPLES ................................................................................................ GC-2:7 2-1.08D MANUALS, INSTRUCTIONS AND AFFIDAVIT ................................ GC-2:7 2-1.08E ALTERNATIVES................................................................................... GC-2:10 2-1.09 DISPOSAL OF MATERIAL OUTSIDE THE WORK SITE ................... GC-2:12 2-1.10 ACCESS TO THE WORK .......................................................................... GC-2:12 2-1.11 TEMPORARY UTILITIES ........................................................................ GC-2:12 2-1.12 UTILITY FACILITIES ............................................................................... GC-2:13 2-1.13 PRESERVATION AND CLEANING ........................................................ GC-2:14 2-1.14 LIMITATIONS ON WORK SITE AND PREMISES ............................... GC-2:14 2-1.15 DUST CONTROL ........................................................................................ GC-2:15 2-1.16 SANITATION .............................................................................................. GC-2:15 2-1.17 NIGHT WORK AND NORMAL WORKING HOURS............................ GC-2:15 2-1.18 LINES AND GRADES ................................................................................. GC-2:16 2-1.19 ARCHEOLOGICAL DISCOVERIES ....................................................... GC-2:17 2-1.20 PRESERVATION OF MONUMENTS ...................................................... GC-2:17 2-1.21 CONFORMITY WITH CONTRACT DOCUMENTS ............................. GC-2:18 Not for Construction
For Council Approval
Re-Bid

GC – iii

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 2-1.22 FINAL CLEANUP ....................................................................................... GC-2:18 2-1.23 AS-BUILT DOCUMENTS AND DRAWINGS ......................................... GC-2:18 2-1.24 SUPERINTENDENCE ................................................................................ GC-2:19 2-1.25 CHARACTER OF WORKER .................................................................... GC-2:20 2-1.26 INSPECTION ............................................................................................... GC-2:20 2-1.27 REMOVAL OF REJECTED AND UNAUTHORIZED WORK ............. GC-2:21 SECTION 3: CHANGES IN THE WORK ...................................................................... GC-3:1 3-1.01 CHANGES ...................................................................................................... GC-3:1 3-1.02 PROPOSED CHANGE ORDERS ................................................................ GC-3:2 3-1.03 EMERGENCY AND INDETERMINATE TYPE CHANGE ORDERS ... GC-3:3 3-1.04 EXECUTED CHANGE ORDER .................................................................. GC-3:3 3-1.05 CONTRACT PRICE ADJUSTMENT ......................................................... GC-3:3 3-1.06 FORCE ACCOUNT PAYMENT .................................................................. GC-3:5 3-1.06A LABOR ..................................................................................................... GC-3:6 3-1.06B MATERIALS ............................................................................................ GC-3:6 3-1.06C EQUIPMENT........................................................................................... GC-3:7 3-1.06D MARKUPS ............................................................................................... GC-3:8 3-1.06E RECORDS ................................................................................................ GC-3:9 3-1.07 COST REDUCTION PROPOSALS ........................................................... GC-3:11 SECTION 4: CONTROL OF MATERIALS ................................................................... GC-4:1 4-1.01 MATERIALS ................................................................................................. GC-4:1 4-1.02 PRODUCT AND REFERENCE STANDARDS .......................................... GC-4:2 4-1.03 SAMPLING AND TESTING OF MATERIALS ......................................... GC-4:2 4-1.04 CERTIFICATES OF COMPLIANCE ......................................................... GC-4:7 SECTION 5: LEGAL RELATIONS AND RESPONSIBILITY .................................... GC-5:1 5-1.01 LAWS TO BE OBSERVED .......................................................................... GC-5:1 5-1.02 HOURS OF LABOR ...................................................................................... GC-5:1 5-1.03 NONDISCRIMINATION ............................................................................. GC-5:2 5-1.04 PREVAILING WAGE ................................................................................... GC-5:3 5-1.05 REGISTRATION REQUIRED AS QUALIFICATION TO BID .............. GC-5:6 5-1.06 PAYROLL RECORDS .................................................................................. GC-5:7 5-1.07 SAFETY REQUIREMENTS ...................................................................... GC-5:10 5-1.08 SUBSURFACE EXCAVATIONS, NOTIFICATION ............................... GC-5:15 5-1.09 PUBLIC SAFETY ........................................................................................ GC-5:15 5-1.10 EMERGENCIES .......................................................................................... GC-5:17 5-1.11 APPRENTICES ........................................................................................... GC-5:18 5-1.12 FAIR LABOR STANDARDS ACT ............................................................ GC-5:18 5-1.13 WORKERS' COMPENSATION ................................................................ GC-5:19 5-1.14 AIR POLLUTION CONTROL AND ASBESTOS .................................... GC-5:19 5-1.15 USE OF PESTICIDES ................................................................................. GC-5:20 5-1.16 SOUND AND LIGHT CONTROL REQUIREMENTS ............................ GC-5:20 5-1.17 WEIGHT LIMITATIONS .......................................................................... GC-5:21 5-1.18 ENVIRONMENTAL CLEARANCES; MITIGATION MONITORING PROGRAMS; AND REGULATORY AGENCY PERMIT
Not for Construction
For Council Approval
Re-Bid

GC – iv

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] REQUIREMENTS ....................................................................................... GC-5:21 5-1.19 PERMITS AND LICENSES ....................................................................... GC-5:21 5-1.20 WATER POLLUTION ................................................................................ GC-5:22 5-1.21 PROTECTION AND USE OF PROPERTY .............................................. GC-5:23 5-1.22 RESPONSIBILITY FOR DAMAGE AND INDEMNIFICATION ......... GC-5:24 5-1.23 INSURANCE COVERAGE ........................................................................ GC-5:26 5-1.24 OTHER INSURANCE PROVISIONS ....................................................... GC-5:31 5-1.25 THIRD PARTY BENEFICIARY ............................................................... GC-5:33 5-1.26 COORDINATION AND ACCESS ............................................................. GC-5:33 5-1.27 OCCUPANCY BY THE DEPARTMENT PRIOR TO ACCEPTANCE .. GC-5:34 5-1.28 RIGHT TO OPERATE UNSATISFACTORY FACILITIES AND
EQUIPMENT ............................................................................................... GC-5:35 5-1.29 CONTRACTOR'S RESPONSIBILITY FOR THE WORK .................... GC-5:36 5-1.30 RESPONSIBILITY FOR UTILITIES ....................................................... GC-5:37 5-1.31 PROPERTY RIGHTS IN MATERIALS ................................................... GC-5:39 5-1.32 COURT ORDERED DELAY ...................................................................... GC-5:39 5-1.33 NO PERSONAL LIABILITY ..................................................................... GC-5:39 5-1.34 RIGHTS IN LAND AND IMPROVEMENTS ........................................... GC-5:40 5-1.35 ANTITRUST CLAIMS ................................................................................ GC-5:40 5-1.36 RIGHTS TO DRAWINGS, TECHNICAL DATA PATENTS ................. GC-5:40 5-1.37 PAYMENT OF TAXES ............................................................................... GC-5:41 5-1.38 GRATUITIES AND CONFLICT OF INTEREST .................................... GC-5:42 5-1.39 COOPERATION.......................................................................................... GC-5:43 5-1.40 DIGGING TRENCHES OR OTHER EXCAVATIONS .......................... GC-5:43 5-1.41 CONTRACTOR REGISTRATION ........................................................... GC-5:44 5-1.42 CITY OF ROSEVILLE ENCROACHMENT PERMITS AND
RIGHTS-OF-WAY ...................................................................................... GC-5:45 SECTION 6: PROSECUTION AND PROGRESS .......................................................... GC-6:1 6-1.01 SUBLETTING AND SUBCONTRACTING ............................................... GC-6:1 6-1.02 ASSIGNMENT ............................................................................................... GC-6:2 6-1.03 BEGINNING OF WORK .............................................................................. GC-6:2 6-1.04 PROGRESS SCHEDULE. ............................................................................ GC-6:3 6-1.05 SCHEDULE OF VALUES ............................................................................ GC-6:9 6-1.06 CITY’S RIGHT TO STOP WORK .............................................................. GC-6:9 6-1.07 TIME OF COMPLETION .......................................................................... GC-6:11 6-1.08 LIQUIDATED DAMAGES ......................................................................... GC-6:12 6-1.09 DELAYS AND EXTENSIONS TO THE WORK ...................................... GC-6:13 6-1.10 TERMINATION .......................................................................................... GC-6:18 6-1.10A TERMINATION OF AGREEMENT – CONVENIENCE OF CITY.. GC-6:18 6-1.10B TERMINATION OF AGREEMENT - FOR CAUSE .......................... GC-6:21 SECTION 7: ACCEPTANCE AND PAYMENT ............................................................ GC-7:1 7-1.01 ACCEPTANCE .............................................................................................. GC-7:1 7-1.02 SCOPE OF PAYMENT ................................................................................. GC-7:2 7-1.03 NOTICE OF POTENTIAL CLAIM ............................................................ GC-7:2 7-1.04 CLAIMS ......................................................................................................... GC-7:5 Not for Construction
For Council Approval
Re-Bid

GC – v

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 7-1.05 DISPUTE RESOLUTION PROCEDURE ................................................... GC-7:6 7-1.06 STOP PAYMENT NOTICES ....................................................................... GC-7:7 7-1.07 PROGRESS PAYMENTS ............................................................................. GC-7:7 7-1.08 PAYMENT FOR MATERIALS AND EQUIPMENT ON HAND ............. GC-7:9 7-1.09 RETENTION ON PROGRESS PAYMENTS ........................................... GC-7:11 7-1.10 FINAL PAYMENT ..................................................................................... GC-7:12 7-1.11 CLERICAL ERRORS ................................................................................. GC-7:14 7-1.12 WARRANTY ................................................................................................ GC-7:14 7-1.13 WARRANTY OF TITLE ............................................................................ GC-7:16

Not for Construction
For Council Approval
Re-Bid

GC – 1:1

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 1

DEFINITIONS AND TERMS

1-1.01 GENERAL. When the following abbreviations and terms or pronouns in place of them appear in the Contract Documents, the intent and meaning shall be interpreted as provided in this Section 1.
1-1.02 ACCEPTANCE. Formal Acceptance by resolution by the Roseville City Council of the Contract when completed in all respects in accordance with the Contract Documents and any modifications previously approved.
1-1.03 ADDENDUM. Written interpretation or revision to any of the Contract Documents issued by the City before the bid opening.
1-1.04 AS-BUILT DOCUMENTS, AS-BUILT DRAWINGS AND RECORD DOCUMENTS. As-Built Documents, As-Built Drawings and Record Documents are all contract documents modified to reflect changes during the construction phase. Specifically, As- Built Documents/Drawings are a revised set of drawings submitted by the Contractor upon Final Completion of a project. They reflect changes made in the Specifications and Working Drawings during the construction process, and show the exact dimensions, geometry, and location of all elements of the work completed under the Contract. Record Documents, on the other hand, are compiled by the Engineer or Architect based on the As-Built Documents/Drawings submitted by the Contractor. They reflect the Engineer or Architect’s concurring review of what changes were denoted, why they were made and where they occurred and create a record set of drawings.
1-1.05 ASSESSMENT. A cost imposed on the Contractor for non-compliance Not for Construction
For Council Approval
Re-Bid

GC – 1:2

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] with certain contractual requirements.
1-1.06 BENEFICIAL OCCUPANCY. The taking possession of a portion of the Work by the City for its use and/or occupancy on other than a temporary or emergency basis. 1-1.07 BID GUARANTY. The cashier’s, certified check, irrevocable standby letter of credit, deposit of securities, or Bidder’s Bond, accompanying the bid submitted by the Bidder, as a guaranty that the Bidder will enter into an agreement with the City for the performance of the Work, if the Agreement is awarded to Bidder, and the Bidder will submit the required Contract Bonds and Certificate of Insurance. Also referred to as the Bidder’s Security. 1-1.08 BIDDER. Individual, firm, partnership, limited liability company, corporation, joint venture, or any combination thereof, submitting a Proposal for the Work, acting directly, or through a duly authorized representative. 1-1.09 BIDDING DOCUMENTS. Includes the Notice to Bidders, Bidding Requirements, Contract Conditions, Drawings, and Addenda. 1-1.10 CHANGE ORDER. Any written order to the Contractor directing an addition, deletion, or modification of the Work, or an adjustment in the Contract Price or Contract Time provided in the Contract Documents and issued after the Agreement has been signed.
1-1.11 CITY. The City of Roseville.
1-1.12 CITY ATTORNEY. The City Attorney of the City.
1-1.13 CITY CLERK. The City Clerk of the City.
1-1.14 CLAIM. A separate demand by Contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (a) a time extension, including, without limitation, for relief for damages or penalties for delay assessed by Not for Construction
For Council Approval
Re-Bid

GC – 1:3

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] the City; (b) payment by the City of money or damages arising from work done by, or on behalf of, Contractor pursuant to the Contract Documents and payment for which is not otherwise expressly provided or to which Contractor is not otherwise entitled; and (c) payment of an amount that is disputed by the City.
1-1.15 CONSTRUCTION SCHEDULE. A list or graphic display of construction activities required for completing the Work, in a format required by the Contract Documents. The duration, start and finish date, and sequence of significant activities, critical path, float and milestones must be indicated in the Construction Schedule. 1-1.16 CONTRACT OR AGREEMENT. The written agreement relating to the Work to be performed, the labor, materials, and equipment to be furnished, and the payment to be made therefor. The Agreement/Contract is part of and incorporates all of the Contract Documents.
1-1.17 CONTRACT CONDITIONS. Includes the General Conditions, Supplemental Conditions, and Specifications.
1-1.18 CONTRACT DOCUMENTS. Includes those documents that form the basis of the Contract, including but not limited to, Bidding Documents, the Bid or Proposal, Contract Bonds, the Contract, all required insurance certificates or endorsements, all bonds, all required certifications or statements, Change Orders, any Contract Amendment, any City Standard which is incorporated by reference and these City of Roseville General Conditions for Buildings and Grounds.
1-1.19 CONTRACT DRAWINGS. The official drawings including plans, elevations, sections, detail drawings, diagrams, plated, General Notes, information and schedules thereon, or exact reproductions thereof, showing the location, character, dimension, and details Not for Construction
For Council Approval
Re-Bid

GC – 1:4

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] of the Work. The Contract Drawings include any drawings or plates bound within the Supplemental Conditions.
1-1.20 CONTRACT PRICE. The total compensation to be paid to the Contractor in accordance with the terms of the Agreement. 1-1.21 CONTRACT TIME. The number of Days, or portion thereof, allowed for completion of the Work, including all authorized time extensions. The effective date for commencement of the Work specified in the Notice to Proceed shall define the beginning of the Contract Time.
1-1.22 CONTRACTOR. Individual, firm, partnership, limited liability company, corporation, joint venture, or any combination thereof, who has entered into the Agreement with City.
1-1.23 DAY OR DAYS. Unless otherwise designated, Day or Days as used in the Contract Documents will be understood to mean calendar Day or Days. 1-1.24 DEPARTMENT. The Department for Contract Administration, as identified in the Supplemental Conditions.
1-1.25 DIRECT COSTS. Those cost items (including labor, materials, equipment and any subcontractor’s work) that are used in the actual performance of, and are specifically and uniquely attributable to the Work or changed Work. Direct Costs do not include Overhead. Direct Costs only include the following:

A. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include salaries and Not for Construction
For Council Approval
Re-Bid

GC – 1:5

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, health and retirement benefits, sick leave, vacation and holiday pay applicable thereto. Such employees may include superintendents and foremen at the site. The expenses of performing work after regular working hours, on Saturday, Sunday or legal holidays shall be included in the above only to the extent authorized by City in writing.

B. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and suppliers' field services required in connection therewith. All trade discounts, rebates and refunds and all returns from sale of surplus materials and equipment shall accrue to City, and Contractor shall make provisions so that they may be obtained.

C. Payments made by Contractor to the subcontractors for work performed by subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to Contractor and shall deliver such bids to City who will then determine which bids will be accepted. If a subcontract provides that the subcontractor is to be paid on the basis of cost of the work plus a fee, the subcontractor's cost of the work shall be determined in the same manner as Contractor's cost of the work. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable.

D. Costs of special consultants (including engineers, architects, testing laboratories, surveyors, and accountants) employed for services specifically, and only, related to the Work.

E. Supplemental costs including the following:

1. The proportion of necessary transportation, travel and subsistence Not for Construction
For Council Approval
Re-Bid

GC – 1:6

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] expenses of Contractor's employees incurred in discharge of duties connected with the Work.

2. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value of such items used but not consumed which remain the property of Contractor.

3. Rentals of all construction equipment and machinery and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof, all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work.

4. Sales, consumer, use or similar taxes related to the Work, and for which Contractor is liable, imposed by laws and regulations.

5. The cost of utilities (including the meter and all associated installation costs), fuel and sanitary facilities at the site.

6. Cost of premiums for additional bonds and insurance required because of changes in the Work.
1-1-26 DIRECTOR. Director of the Department for Contract Administration or his or her designee.
1-1.27 EMERGENCY. Any sudden generally unforeseen occurrence (such as a fire, flood, storm, earthquake, civil disorder, or other natural and/or man-made disaster) that has the potential to adversely affect the safety of life, the Work, and/or adjacent property; to interrupt contracts essential to the performance of the Work; and/or to cause catastrophic failure of City Not for Construction
For Council Approval
Re-Bid

GC – 1:7

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] equipment and/or facilities.
1-1.28 ENGINEER OR ARCHITECT. Professional Engineer or Architect designated for a particular project responsible for signing and sealing the permit drawings, interpretation of the drawings where ambiguities exist, review of requests for information, design Change requests and Shop Drawings, resolution of errors and omissions, and finalization of Record Documents.
1-1.29 FINAL COMPLETION. When the project has been completed according to the terms and conditions set forth in the Contract Documents. Final Completion is not the same as Acceptance.
1-1.30 FORCE ACCOUNT. Payment by force account shall mean payment on the basis of the Contractor’s time and materials.
1-1.31 GENERAL NOTES. The written instructions, provisions, conditions or other requirements appearing on the Contract Drawings and so identified thereon, which pertain to the performance of the Work.
1-1.32 INSTALLATION, INSTALL. Completely assembling, erecting, and/or connecting materials, parts, components, supplies, and related equipment specified or required for the completion of the Work.
1-1.33 LABORATORY. Established professional laboratories authorized by the City to test materials and Work involved in the Contract. 1-1.34 LEGAL HOLIDAYS. Those days designated as Federal holidays or declared by the City, or otherwise specified in the Contract Documents. 1-1.35 LIQUIDATED DAMAGES. The amount prescribed in the Contract Documents to be paid to the City or to be deducted from any payments due or to become due the Not for Construction
For Council Approval
Re-Bid

GC – 1:8

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Contractor for each day's delay in completing the whole or any specified portion of the Work beyond the time allowed in the Supplemental Conditions. 1-1.36 NOTICE OF COMPLETION. A legal notice filed by the City with the Placer County Recorder’s Office stating that construction has been completed and accepted by the City.
1-1.37 NOTICE TO PROCEED. A written notice given by the City to the Contractor fixing the date on which the Contract Time will commence to run. 1-1.38 NOTICE OF TERMINATION. Written notice from the City to the Contractor and/or its Surety terminating the Agreement, or a portion thereof, either for convenience of the City or for default due to the Contractor’s failure to perform its contractual obligations.
1-1.39 OVERHEAD. Business or administrative expenses (including but not limited to office expenses, administrative staff, rent, insurance, utilities) not chargeable to a particular part of the Work. The term “Overhead” shall include all of the following:

A. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor whether at the Work Site or in Contractor's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications, all of which are to be considered administrative costs covered by the Contractor's fee.

B. Expenses of Contractor's principal and branch offices other than Contractor's office at the site.

Not for Construction
For Council Approval
Re-Bid

GC – 1:9

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] C. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments.

D. Cost of premiums for all bonds and for all insurance whether or not Contractor is required by the Contract Documents to purchase and maintain the same, except as provided in section 1-1.25.

E. Other overhead or general expense costs of any kind. 1-1.40 PREMISES. Shall mean the area within construction easements, easements, rights of entry and City owned property which surrounds the Work Site, limited by the property lines thereof. In some cases Premises may coincide with the Work Site. 1-1.41 PROFESSIONAL ENGINEER. An engineer licensed by the Board of Registration for Professional Engineers, State of California. 1-1.42 PROJECT MANUAL. A book containing all Contract Documents. 1-1.43 PROPOSAL FORMS. The approved forms upon which the City requires that each Bidder submit its bid with regard to the Agreement. 1-1.44 REQUEST FOR INFORMATION (RFI). A document issued by the Contractor requesting information concerning the Contract Documents. 1-1.45 SAFETY. Includes the practice of identifying potential hazards, assessing their risk, taking corrective action where possible, including and providing control measures such as engineering design, written procedures, and the personal protective equipment for workers in order to eliminate or reduce the risk for exposure in the workplace. 1-1.46 SCHEDULE OF VALUES. The breakdown of the Contract Price that will serve as the basis for Contractor’s Applications of Payment. Any lump sum bid item Not for Construction
For Council Approval
Re-Bid

GC – 1:10

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] included within the Contract Price will be apportioned among values relating to specific components of the Work covered by said lump sum.
1-1.47 SHOP DRAWINGS. Drawings, plans, diagrams, schedules, and other data specifically prepared and submitted to the City by the Contractor, showing in detail: (a) the proposed fabrication and assembly of a special component of the Work; and (b) the Installation (form, fit and attachment details) of a special component of the Work. Shop Drawings shall be deemed to include Working Drawings, Product Data, literature, and applicable performance and test data.
1-1.48 SPECIFICATIONS. The technical Specifications for the Work prepared by the Director or an Engineer or Architect describing in detail the nature of the Work, its components, any performance standards, and how the Work is to be constructed. 1-1.49 SUBCONTRACTOR. Any individual, firm, partnership, limited liability company, corporation, joint venture, or combination thereof, other than employees of the Contractor, engaged by the Contractor to furnish services, labor, equipment and materials for a portion of the Work.
1-1.50 SUBMITTALS. Those documents required to be submitted by the Contractor for review by the City in accordance with the Contract Documents. 1-1.51 SUPPLEMENTAL CONDITIONS. The Supplemental Conditions are specific clauses modifying or supplementing these General Conditions. 1-1.52 SUPPLIER. Any individual, firm, partnership, limited liability company, corporation, joint venture, or combination thereof, other than employees of the Contractor, that supplies a tangible product as a portion of the Work, with services usually limited to delivery and/or required testing, and with manufacturing, fabrication, or production facilities located off Not for Construction
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Re-Bid

GC – 1:11

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] the Work Site.
1-1.53 WORK. The furnishing of all labor, and the furnishing and Installing of all materials, articles, supplies and equipment as specified, designated, or required by the Contract Documents.
1-1.54 WORK SITE. All or portion of the Premises that the Work is limited to as shown on the Contract Drawings or designated by the Director. Public streets are not included unless Work is being done within the street right-of-way. 1-1.55 WORKING DRAWINGS. Original drawings prepared by the Contractor and/or its Subcontractors or Suppliers, of any tier, illustrating Work required for construction that will not become an integral part of the completed Work. This includes, but is not limited to, drawings for temporary structures such as decking, bulkheads, excavation supports, utility support, groundwater control, forming, falsework, access roads, staging areas, staging plans, and diversion plans. A Working Drawing is one type of a Shop Drawing.

Not for Construction
For Council Approval
Re-Bid

GC – 2:1

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 2

CONTROL AND SCOPE OF THE WORK

2-1.01 AUTHORITY OF DIRECTOR. The Contract shall be performed in a manner satisfactory to the Director who shall decide all questions which may arise as to the quality or acceptability of materials furnished and Work performed and as to the manner of performance and rate of progress of the Work; all questions which may arise as to the interpretation of the Contract Documents; all questions as to the acceptable fulfillment of the Contract on the part of the Contractor; and all questions as to compensation. The Director shall have authority to enforce and make effective such decisions and orders in the event the Contractor fails to promptly carry out the same.
2-1.02 INTENT OF CONTRACT DOCUMENTS. The Contract Documents are complementary, and what is called for by one shall be as binding as if called for by all. The intent of the Contract Documents is to describe the details for the construction and completion of the Work. Where the Contract Documents describe portions of the Work in general terms, but not in complete detail, it is understood that only the best general practice shall be followed and that only materials and workmanship of the best quality are to be used. Any Work, materials, or equipment that are customarily provided, or that are reasonably inferable from the Contract Documents as being required to produce the intended result, shall be supplied, whether or not specifically called for. When words, which have a well-known technical or trade meaning are used to describe work, materials, or equipment, such words shall be interpreted in accordance with that meaning. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals, and do all the Work involved in executing the Contract in a Not for Construction
For Council Approval
Re-Bid

GC – 2:2

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] satisfactory and workmanlike manner.

Reference to standard specifications, manuals or codes of any technical society, organization or association, or to the laws or regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, laws, or regulations in effect on the first published date of the Notice to Contractors, except as may be otherwise specifically stated. However, no provision of any referenced standard specification, manual or code (whether or not specifically incorporated by reference in the Contract Documents) shall be effective to change the duties and responsibilities of City or Contractor, or any of their consultants, agents, or employees from those set forth in the Contract Documents, nor shall it be effective to assign to City, or City’s designated representative, any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to other provisions of the Contract Documents.

The Contract Documents are divided into parts, divisions, sections and articles for convenience, organization and reference. Generally, there has been no attempt to divide the Specifications sections into work performed by the various building trades, work by separate Subcontractors, or work required for separate facilities in the project. 2-1.03 EXAMINATION AND VERIFICATION OF CONTRACT
DOCUMENTS. The Contractor shall thoroughly examine and become familiar with all of the various parts of the Contract Documents and shall determine the nature and location of the Work, the general and local conditions (including applicable laws) and all other matters which can in any way affect the cost, progress or performance of the Work under this Agreement. Failure to make an examination necessary for this determination shall not release the Contractor from the obligations of the Agreement. No oral agreement or conversation with any officer, or employee Not for Construction
For Council Approval
Re-Bid

GC – 2:3

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] of the City, or with the City’s designated representative either before or after the execution of the Agreement, shall affect or modify any of the terms or obligations contained in the Contract Documents.
2-1.04 CONTRACT DRAWINGS. The Contract Drawings consist of general drawings and show such plans, elevations, sections, details and schedules as are necessary to give a graphic and pictorial description of the contemplated construction. All authorized alterations affecting the requirements and information given on the Contract Drawings shall be in writing.
2-1.05 COORDINATION AND INTERPRETATION OF CONTRACT
DOCUMENTS. All Contract Documents are essential parts of the Contract, and a requirement occurring in one is as binding as though occurring in all. They are intended to be complementary, and to describe and provide for a complete Work.

In the event of inconsistencies between requirements contained in different components of the Contract Documents, the precedence of the Contract Documents shall be as follows to resolve conflicts:

1. Change Orders

2. The Contract (including Addenda)

3. The Supplemental Conditions

4. Specifications

5. Contract Drawings

6. The General Conditions
Should it appear that the Work to be done or any of the matters relative thereto are not sufficiently detailed or explained in the Contract Documents, the Contractor shall submit a Not for Construction
For Council Approval
Re-Bid

GC – 2:4

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Request for Information (“RFI”) to the Director for such further explanations as may be necessary and shall conform to the written explanation given as if part of the Contract Documents. The decisions of the Director shall be final.

Contractor shall anticipate that it will be necessary to prepare and submit RFIs regarding the Contract Documents. The City will respond to each RFI by no later than fourteen (14) Days after receipt of the RFI, unless the RFI is of significant complexity. Furthermore, in the event that there are numerous RFIs pending, Contractor shall cooperate with the City in establishing a priority for responding to the RFIs, and potentially some RFIs may be responded to beyond the fourteen (14) Day period.

Each RFI prepared by Contractor shall be full and complete. Contractor shall prepare RFIs so as to not cause any delay to the progress of the Work and to not cause any impact to Contractor’s labor productivity in the field. Contractor shall not assert any Claims for delay or interference against the City if Contractor fails to timely submit any RFI to the City, after consideration of the response period allowed for by the City.

The response to an RFI shall not, by itself, constitute a writing that authorizes Contractor to perform any Work that causes an adjustment to either the Contract Price or the Contract Time.

If Contractor believes that any response to any RFI should constitute a compensable change, Contractor shall provide a Notice of Potential Claim as provided in Section 7-1.03, below.

Contractor’s failure to provide the required written notice shall constitute a waiver of the Contractor’s right to seek a compensable change based on the RFI response.

The Contractor shall examine all Contract Documents; shall verify all figures in the Contract Documents before laying out the Work; shall promptly notify the City of all errors, inconsistencies, and/or omissions that it discovers; and, in instances where such non- Not for Construction
For Council Approval
Re-Bid

GC – 2:5

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] conformities are discovered, shall obtain specific instructions in writing from the City before proceeding with the Work. Contractor’s performance of any Work affected by such non- conformities prior to the City’s decision shall be at the Contractor's risk. Any Work that is customarily provided or that is reasonably inferable shall not relieve the Contractor from performing such work at no additional expense and/or delay, and such Work shall be performed as if fully set forth in the Contract Documents.
2-1.06 INDEPENDENT CONTRACTOR STATUS. The Contractor shall independently perform all Work required by the Contract Documents and shall not be considered as an agent or employee of the City, nor shall the Contractor’s Subcontractors or employees be considered as subagents of the City.

The Contractor and Contractor’s Subcontractors shall be licensed in accordance with the laws of the State of California and as more particularly described in the bidding documents or elsewhere in the Contract Documents.
2-1.07 ORDER OF WORK. When required by the Contract Documents, the Contractor shall follow the sequence of operations set forth therein. Full compensation for conforming to such requirements will be considered as included in the prices paid for the various Contract items of work, and no additional compensation will be allowed therefor. 2-1.08 SUBMITTALS. It shall be the Contractor's responsibility to timely submit, so as to cause no delay in the Work, all Shop Drawings, descriptive data, manuals, instructions, affidavits, samples for the various trades as required by the Supplemental Conditions and Specifications, and offers of alternatives, if any. Such Submittals shall be checked and coordinated by the Contractor with the Work of other trades involved before they are submitted to the Director for examination.

Not for Construction
For Council Approval
Re-Bid

GC – 2:6

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] The Contractor shall deliver at least one (1) electronic copy of the Submittals to the Director, and one (1) hard copy if requested. Work requiring the submittal of working drawings, descriptive data or samples shall not begin prior to approval of said Submittal by the Director.

The time allowed for review of each Submittal will be as indicated in the Supplemental Conditions. Review time will start upon receipt of the Submittal by the Director and will end upon the Director's mailing of the Submittals to the Contractor. Defective, incomplete or partial Submittals will be returned to the Contractor unreviewed.

Submittals shall be made by a letter of transmittal that shall contain a list of all matter submitted and identification of all variations from the Contract Documents contained in the Submittal. The letter and all items accompanying the same shall be fully identified as to project name and location, Contractor's name, district, county, and Contract number, with ample cross- references to the Contract Documents, to facilitate identification of items and their location in the Work.

All Shop Drawings and supporting data, catalogs, schedules, shall be submitted as the instruments of the Contractor, who shall be responsible for their accuracy and completeness.

These Submittals may be prepared by the Contractor, Subcontractors, or Suppliers, but the Contractor shall ascertain that Submittals meet all of the requirements of the Contract Documents, while conforming to structural, space, and access conditions at the point of Installation. The Contractor shall check all Submittals before submitting them to the Director. 2-1.08A SHOP DRAWINGS. The Contractor shall submit an electronic copy (searchable PDF) of all Shop Drawings required by the Supplemental Conditions or Specifications, and one (1) hard copy, if requested by the Director. Shop Drawings shall also be provided separately in AutoCAD format using the latest version of AutoCAD. An electronic Not for Construction
For Council Approval
Re-Bid

GC – 2:7

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] copy will be returned to the Contractor either approved for use, as demonstrated by a stamp, or returned for correction and resubmittal. Materials, colors and/or samples will not be returned to the Contractor. Shop Drawings include any drawing, which requires execution by a draftsman as distinguished from printed matter. The size of Shop Drawings shall not exceed twenty-four inches (24”) by thirty-six inches (36”).
2-1.08B DESCRIPTIVE DATA. The Contractor shall submit an electronic copy (searchable PDF) of each set of manufacturer's brochures or other data required by the Supplemental Conditions or Specifications, and one (1) hard copy, if requested by the Director. The City will examine such Submittals and return either an electronic copy or a hard copy approved for use or returned for correction and resubmittal. 2-1.08C SAMPLES. The Contractor shall submit samples of articles, materials or equipment as required by the Supplemental Conditions or Specifications. The Work shall be in accordance with the approved samples. Samples shall be removed from City property when directed or may be incorporated in the Work if approved by the Director. Samples not removed by the Contractor will become the property of the City or, at the City's option, will be removed or disposed of by the City at the Contractor's expense. 2-1.08D MANUALS, INSTRUCTIONS AND AFFIDAVIT.

A. Manuals and Instructions. Where operation and maintenance manuals are required by the Supplemental Conditions, the Contractor shall submit two (2) sets of manuals, suitably bound, along with two (2) electronic copies in an approved format, to the Director within forty-five (45) Days after favorable review of the equipment or facilities. If operation and maintenance manuals are approved to be provided in PDF format, text shall be provided in searchable PDF format, making proper use of PDF for headings and heading levels, Not for Construction
For Council Approval
Re-Bid

GC – 2:8

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] paragraphs, tables, and lists. Submitted operation and maintenance manuals shall be a collected, organized, and indexed set of bookmarked PDF documents comprising each operation and maintenance manual that corresponds to a hardcopy binder. All manuals shall be marked to indicate the specific equipment furnished for this project and shall include at a minimum:

1. Equipment summa ry form

2. Cover/Title page

3. Table of contents

4. Operating procedures including start-up, shutdown, normal operation, all operating modes, emergency shutdown, and safety precautions

5. Lubrication instructions (if required)

6. Preventative maintenance procedures

7. Troubleshooting and corrective maintenance procedures

8. R einstallation instructions

9. Overhaul instructions (if applicable)

10. Parts identification list with exploded view and associated cross references

11. R ecommended spare parts list

12. Operator safety requirements

13. Electrical and control system wiring drawings, including panel wiring control (ladder) diagrams, logic diagrams, loop diagrams, and interconne ction diagrams

14. Panel layout and assembly drawings
Not for Construction
For Council Approval
Re-Bid

GC – 2:9

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

15. Mechanical drawings

16. Printouts of all software programs and configuration files

17. Factory and field test procedures and results
Operation and maintenance manuals for complex equipment shall also include:

18. Alternate specified operating modes

19. Emergency shutdown instructions

20. Normal shutdown instructions

21. Long term shutdown instructions
Operation and maintenance manuals for systems comprised of separate pieces of equipment shall include a system explanation of items 4, 7, 18, 19, 20, and 21 as well as the instructions for the separate pieces of equipment.

B. Affidavits. Where required in the Supplemental Conditions or Specifications, manufacturers of equipment shall provide field service as a part of this project.

Equipment shall not be considered ready for full time operation until after the authorized factory- trained and qualified manufacturer's representative for the specific equipment has checked and adjusted the equipment and certified by written affidavit that the equipment has been properly Installed, tested, adjusted, lubricated, and calibrated, and is ready for full time operation.

Acceptable affidavits shall be submitted prior to completion of the Work. Affidavits shall contain the following specific wording:
“ The (Name of Equipment) has been properly installed, tested, adjusted, lubricated, and calibrated, and is ready for full time operation. The installation has been inspected and has been found to be in conformance with our (the manufacturer's) standards and requirements.”
Not for Construction
For Council Approval
Re-Bid

GC – 2:10

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] No amplification, dilution, or modification of this specific wording will be permitted. 2-1.08E ALTERNATIVES. For convenience in designation in the Contract Documents, certain materials, articles, or equipment may be designated by a brand or a trade name or the name of the manufacturer together with catalog designation or other identifying information, hereinafter referred to generically as “designated by brand name.” Except in those instances where the product is designated to match others in use in a particular improvement, either completed or in the course of completion, an alternative material, article, or equipment which is of equal quality and of the required characteristics for the purpose intended may be proposed for use provided the Contractor complies with the following requirements:

A. The Contractor shall submit its proposal for an alternative in writing. Such request shall be made in ample time to permit review and approval without delaying the Work. The Contractor shall not be entitled to an adjustment of the Contract Time or an increase in the Contract Price based on any Contractor-proposed substitution.

B. No such proposal will be considered unless accompanied by complete information and descriptive data, necessary to determine the equality of the offered materials. The Contractor shall satisfy the Director as to the comparative quality, suitability, or performance of the offered material, articles, or equipment. In the event that the Director rejects the use of such alternative materials, articles, or equipment, then one of the particular products designated by brand name shall be furnished.

C. The burden of proof as to the quality and suitability of alternatives shall be upon the Contractor and it shall furnish all information necessary as required by the Director. The Director shall be the sole judge as to the quality and suitability of alternative articles or materials and such decisions shall be final. Where use of an alternative material Not for Construction
For Council Approval
Re-Bid

GC – 2:11

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] involves redesign of, or changes to, other parts of the Work, the cost and time required to effect such redesign or changes will be considered in evaluating the suitability of the alternative material. Cost of redesign by the City will be borne by the Contractor.

D. Whenever classification, rating or other certification by a body such as Underwriters Laboratories (UL) or the National Electrical Manufacturers Association (NEMA) is a part of the specification for any material, Contractor’s request for use of alternative articles or materials shall be accompanied by reports from the listed or equivalent independent testing Laboratory indicating compliance with the Contract Documents. The cost of all testing required to prove equality of the material proposed shall be borne by the Contractor. Approval of an alternative shall be only for the characteristics or use named in such approval, and shall not be used to change or modify any requirement of the Contract Documents.

E. At its election, the City reserves the right to consider any Contractor proposed substitution as a Cost Reduction Proposal under Section 3-1.07 of these General Conditions in the event that there is a significant savings resulting from the substitution.

The Director will examine, with reasonable promptness, such Submittals, and return of Submittals to the Contractor shall not relieve the Contractor from responsibility for deviations and alternatives from the Contract Documents, nor shall it relieve the Contractor from responsibility for errors in the Submittals. A failure by the Contractor to identify in its letter of transmittal material deviations from the Contract Documents shall void the Submittal and any action taken thereon by the Director. When specifically requested by the Director, the Contractor shall resubmit such Shop Drawings, descriptive data and samples as may be required.

If any mechanical, electrical, structural, or other changes are required for the proper Installation and fit of alternative materials, articles, or equipment, or because of deviations from Not for Construction
For Council Approval
Re-Bid

GC – 2:12

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] the Contract, such changes shall not be made without the approval of the Director and shall be made without additional cost to the City.
2-1.09 DISPOSAL OF MATERIAL OUTSIDE THE WORK SITE. Unless otherwise stated elsewhere in the Contract Documents, the Contractor shall, at its own cost and expense, make its own arrangements for disposing of materials outside the Work Site.

Except when material is to be disposed of at a landfill or recycling center, when any material is to be disposed of outside the Work Site, the Contractor shall first obtain written permission from the City to dispose of the material at the intended location. The City’s approval will be contingent upon the Contractor obtaining a written permit from the property owner on whose property the disposal is to be made. Prior to the disposal of any material at the intended location, the Contractor shall submit such permit or a certified copy thereof to the City, together with a written release from the property owner absolving the City from any and all responsibility related to the disposal of material on said property.

Disposal of Hazardous Materials must be done in accordance with all laws and regulations. Copies of all required regulatory documentation including copies of final manifests shall be supplied to the City.
2-1.10 ACCESS TO THE WORK. The Contractor shall satisfy itself that the jurisdictions through which its operations and haul routes pass will permit such operations with respect to the type of vehicle, laden weights, frequency and dimensions of loads, hours of operation and required traffic control. All necessary permits, licenses or bonds shall be obtained and paid for by the Contractor.
2-1.11 TEMPORARY UTILITIES. The Contractor shall make its own arrangements with utility companies for any temporary services it may require in performance of Not for Construction
For Council Approval
Re-Bid

GC – 2:13

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] the Work and shall pay all costs of these services directly to these utility organizations. 2-1.12 UTILITY FACILITIES. The Contractor shall protect from damage those utility facilities that are to remain in place, be Installed, relocated or otherwise arranged.

The Contractor’s attention is directed to the possible existence of facilities not shown, and of facilities in a location different from that, which is indicated. The Contractor shall take steps to ascertain the exact location of all facilities prior to doing any Work, which may damage such facilities or interfere with their service. Where the location of a facility is indicated or inferred from the presence of visible facilities such as buildings, meters, and junction boxes, the Contractor shall make such excavations and explorations as are necessary to ascertain the correct location. Unless provided for elsewhere in the Contract Documents, the cost of such excavations and explorations will be considered as a part of the cost of other items of Work and no additional payment will be made. Such excavations and exploratory Work shall not entitle the Contractor to an extension of time.

If the Contractor discovers underground facilities not indicated or inferred from the Contract Documents, the Contractor shall immediately give the Director written notification of the existence of those facilities. The Contractor shall determine the exact location of the underground facilities and the cost of the work will be paid for in accordance with the Contract Documents. The underground facilities shall be protected from damage as directed by the Director and the cost of that work will be paid for as extra work. The Contractor shall, if directed by the Director, repair any damage, which may occur to the underground facilities. The cost of that repair work, not due to the failure of the Contractor to exercise reasonable care, will be paid for as extra work. Damage due to the Contractor’s failure to exercise reasonable care shall be repaired at the Contractor’s cost and expense.

Not for Construction
For Council Approval
Re-Bid

GC – 2:14

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Where it is determined by the City that the rearrangement of an underground facility, the existence of which is not shown on the Contract Drawings, is essential in order to accommodate the Work, the City will provide for the rearrangement of such facility by other forces or, when so ordered by Change Order, such rearrangement shall be performed by the Contractor and will be paid for as provided under a Change Order.

The Contractor shall be responsible for the maintenance of all utility facilities placed by the Contractor in temporary locations, and all utilities within the construction area not required to be relocated but which are required to be shored or supported during the construction period.

The cost of such maintenance shall be borne by the Contractor, and no other compensation shall be due the Contractor for this Work.

The cost of providing and maintaining all necessary or required temporary structures, of making any necessary repairs, replacements, or similar operations, or furnishing indemnity or other bonds, if required, and all costs required by this Section shall be paid by the Contractor and shall be included in the prices bid in the schedule for other items of work. 2-1.13 PRESERVATION AND CLEANING. The Contractor shall clean up the Work at frequent intervals and at other times when directed by the Director. While finish Work is being accomplished, floors, Work areas and finished areas shall be kept clean, free of dust, construction debris and trash. Upon completion of the Work, the Contractor shall remove from the Premises its construction equipment and any waste materials not previously disposed of, leaving the Premises thoroughly clean and ready for final inspection. 2-1.14 LIMITATIONS ON WORK SITE AND PREMISES. The Contractor shall limit its construction operations to the Work Site unless otherwise shown on the Contract Drawings or specified. The Contractor shall perform no operation of any nature over or on the Not for Construction
For Council Approval
Re-Bid

GC – 2:15

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Premises except such operations as are authorized by the Contract Documents or as authorized by the Director.
2-1.15 DUST CONTROL. During the performance of all Work under this Contract, the Contractor shall assume all responsibility for dust control and shall furnish all labor, equipment, and means required to carry out proper and efficient measures wherever and whenever dust control is necessary to prevent the operations from producing dust damage and nuisance to persons and property. Any claims resulting from dust damage or nuisance shall be borne solely by the Contractor. The Contractor shall comply with all applicable Air Quality Act requirements.
2-1.16 SANITATION. The Contractor shall provide sanitary facilities for all persons working on the Work.
2-1.17 NIGHT WORK AND NORMAL WORKING HOURS. Normal
working hours at the construction site shall be between the hours of 7:00 a.m. and 7:00 p.m.

Monday through Friday. Legal holidays are excluded. Certain utility connections and street operations are anticipated to require night Work by the Contractor during low usage periods.

The Contractor may also be required to prosecute the Work at night if, at any time, the Director shall deem it necessary for the progress of the Work, or if emergencies arise. The Contractor shall promptly comply with any such requirements made in writing by the Director. The Contractor will also be permitted to Work at night if Contractor satisfies the Director of the need therefor, in order to maintain the required progress or protect the Work from the elements.

Certain activities are required to be performed at night for nominal progress of the Work and/or are specified to be performed at night by other portions of the Supplemental Conditions. When required, ordered, or permitted to Work at night, the Contractor shall provide sufficient and Not for Construction
For Council Approval
Re-Bid

GC – 2:16

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] satisfactory lighting and other facilities therefor. The Contractor shall receive no extra payment for night Work, if specified or if required to be performed during the normal progress of the Work, but compensation shall be considered as having been included in the price stipulated for the Work.

If Contractor performs work during weekends, holidays or any non-normal work hours, Contractor shall pay for required City Inspectors.
2-1.18 LINES AND GRADES. Unless otherwise provided in the Supplemental Conditions, the Contractor shall lay out all Work, including structures and pipelines, and shall be responsible for any errors resulting therefrom. In all questions arising as to proper location of lines and grades, the Director's decision will be final.

As part of the bid price for the construction of the improvements, the Contractor shall provide and be responsible for the layout of all Work on this project. The Contractor shall provide all necessary surveys, field staking, and positioning for the construction of all components at the proper alignment, elevations, grades, and positions, as indicated on the Contract Drawings and as required for the proper operation and function. The Contractor shall stake its Work area limits. Contractor shall perform all construction staking using a land surveyor licensed in the State of California. Contractor shall provide a staking plan prior to commencement of Work for the City’s review and maintain monuments, stakes, and marks, and shall update the plan as necessary. Director, or Director’s designated representative, may verify the field condition. Errors or inconsistencies in the Contract Documents discovered by the Contractor shall be reported to the Director within twenty-four (24) hours and prior to constructive forms or related improvements. Any work Installed with this requirement shall be subject to removal and replacement at the Contractor’s expense.

Not for Construction
For Council Approval
Re-Bid

GC – 2:17

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] The Contractor's lay-out shall be based on existing structures, property lines, survey control, and bench marks established by the City. All structures and pipeline connections shall be Installed based on actual elevation of existing structures to which connections are made.

The Contractor shall supply such labor as required, at no extra charge, to aid and assist the Director in checking location and grades of the Work as set by the Contractor if the Director desires to perform this checking. This shall include moving materials and equipment located between monuments and the construction Work.
2-1.19 ARCHEOLOGICAL DISCOVERIES. Upon discovery of prehistoric or historic artifacts, or other indicators or examples of cultural resources discovered during the course of site preparation, grading, excavation, construction or other development activities, all operations within fifty feet (50’) of the find shall cease until such time as the City provides the services of a qualified archeologist to evaluate the finds and recommend appropriate action.

Prehistoric materials can include flaked stone tools (e.g., projectile points, knives and choppers) or tool making debris of obsidian, chert, quartzite and other materials, culturally darkened soil (i.e., midden, which often contains heat affected rock, ash and charcoal, shellfish remains, and cultural materials), and stone milling equipment such as mortars, pestles and hand stones. Historic material may include wood, stone, concrete or adobe footings, walls and other structural remains; debris filled wells or privies; and deposits of wood, metal, glass, ceramics and other refuse.
2-1.20 PRESERVATION OF MONUMENTS. Any monuments or bench marks disturbed by construction operations shall be repaired per the City’s standard and promptly re-established by a registered land surveyor or civil engineer. A plat for each monument shall be furnished to the Director after the plat has been recorded with the Placer Not for Construction
For Council Approval
Re-Bid

GC – 2:18

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] County Recorder's Office at no additional cost to the City. The recorded plat shall serve as a record of the re-establishment of said existing survey points. 2-1.21 CONFORMITY WITH CONTRACT DOCUMENTS. Work and
materials shall conform to the lines, grades, cross sections, dimensions and material requirements, including tolerances, required by the Contract Documents. Although measurement, sampling and testing may be considered evidence as to such conformity, the City shall be the sole judge as to whether the Work or materials deviate from the Contract Documents. At its option, the City may elect to accept deviations from the Contract Documents with appropriate backcharge Assessments against the Contractor, and, if such an election is made, the City will provide written notice to the Contractor of such acceptance. 2-1.22 FINAL CLEANUP. Prior to final Acceptance of the Work, the Contractor shall thoroughly clean the Premises, remove all temporary structures built by or for the Contractor, and remove all equipment and surplus construction material and debris from the area. The entire project, before Acceptance by the City, shall be left in a neat and clean condition. All Work areas and temporary construction areas shall be returned to essentially the same conditions existing before the commencing of project construction. 2-1.23 AS-BUILT DOCUMENTS AND DRAWINGS. The Contractor shall maintain one set of the full size prints furnished by the City and mark thereon in color any deviations from plan dimensions, elevations, or orientations. Also, the Contractor shall locate on said prints, all underground facilities, such as piping, conduits and tanks by accurate field measurement from structure walls, corners, etc. The Contractor shall submit the prints and an electronic CD (searchable PDF or source file format such as AutoCAD) in good condition to the Director upon completion of the job as a condition of Acceptance of the project. Marked prints Not for Construction
For Council Approval
Re-Bid

GC – 2:19

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] shall be updated at least once each week and shall be available to the Director for review as to currency prior to developing partial payment estimates. After the completion of testing, but prior to Acceptance, the Contractor shall submit As-Built electrical drawings in color and an electronic CD showing all components and their wiring, and as specified in the Supplemental Conditions. 2-1.24 SUPERINTENDENCE. The Contractor shall supervise and direct the Work, which shall be performed in accordance with the requirements of the Contract Documents. The Contractor shall be solely responsible for implementation of all construction means, methods, techniques, sequences, and procedures and for coordination of all portions of the Work under the Agreement. The Contractor shall be solely responsible for the safety of its employees, Subcontractors of any tier, Suppliers, visitors to the Contractor, and other third parties associated with the Contractor.

The Contractor shall designate in writing before starting Work, an authorized representative who shall have the authority to represent and act for the Contractor.

When the Contractor is comprised of two (2) or more persons, firms, partnerships, or corporations functioning on a joint venture basis, said Contractor shall designate in writing before starting Work, the name of one authorized representative who shall have the authority to represent and act for the Contractor. Instances of misconduct, contract non-compliance, unsatisfactory performance, or incompetence by these personnel shall be grounds for the City to direct Contractor to dismiss them from the Project. Contractor shall immediately comply with the City’s request for dismissal, at no cost to the City, and shall designate a replacement, which shall be subject to approval by the City.

Said authorized representative shall be present at the site of the Work at all times while Work is actually in progress on the Contract. When Work is not in progress and during periods Not for Construction
For Council Approval
Re-Bid

GC – 2:20

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] when Work is suspended, arrangements acceptable to the Director shall be made for any Emergency Work that may be required.

Whenever the Contractor or its authorized representative is not present on any particular part of the Work where it may be desired to give direction, orders will be given by the Director, which shall be received and obeyed by the superintendent or foremen who may have charge of the particular Work in reference to which the orders are given.

Any order given by the Director, not otherwise required by the Supplemental Conditions to be in writing, will on request of the Contractor, be given or confirmed by the Director in writing.
2-1.25 CHARACTER OF WORKER. If any Subcontractor or person employed by the Contractor shall appear to the Director to be incompetent or to act in a disorderly or improper manner, he or she shall be removed immediately on the requisition of the Director, and such person shall not again be employed on the Work. 2-1.26 INSPECTION. The Contractor shall at all times permit the Director to inspect the Work or any part thereof. The Contractor shall maintain proper facilities and provide safe access for such inspection by the Director to all parts of the Work, and to the shops where the Work is in preparation. Work shall not be covered up until authorized by the Director and the Contractor shall be solely responsible for notifying the Director where and when such Work is in readiness for inspection and testing. Should any such Work be covered without authorization, it shall, if so ordered, be uncovered at the Contractor's expense.

Unless otherwise designated as normal working hours, whenever the Contractor intends to perform Work on Saturday, Sunday, or a Legal Holiday, the Contractor shall give notice to the Director of such intention forty-eight (48) hours prior to performing such Work, or such longer Not for Construction
For Council Approval
Re-Bid

GC – 2:21

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] period as may be specified so that the Director may make necessary arrangements.

The observation and/or approval of the workmanship or materials by the City shall not relieve the Contractor of any obligations to fulfill the requirements of the Contract Documents.

Workmanship and materials not meeting such requirements shall be corrected and unsuitable Work or material may be rejected, notwithstanding that such Work or materials have been previously observed and/or approved by the City, or payment therefor has been included in a progress estimate.

The City may order re-examination of questioned Work at any time before final Acceptance. If so ordered, the Contractor shall uncover the Work. If such work is found to be in accordance with the Contract Documents, the City will pay for the cost of uncovering, removing, recovering and replacing the parts removed; but if such Work so exposed or examined is not in accordance with the Contract Documents, the uncovering, removal, recovering and replacement shall be at the Contractor’s expense. Work that has been covered prior to observation by the City does not qualify as re-examined work; the City may order such work uncovered for observation without payment of any costs.
2-1.27 REMOVAL OF REJECTED AND UNAUTHORIZED WORK. All Work which has been rejected shall be remedied, or removed and replaced by the Contractor in a manner acceptable to the Director and no compensation will be allowed the Contractor for such removal, replacement, or remedial Work.

Any Work done beyond the lines shown on the Contract Drawings or established by the Director, or any Work done without written authority will be considered as unauthorized Work and will not be paid for. Upon order of the Director, unauthorized Work shall be remedied, removed, or replaced at the Contractor's expense.

Not for Construction
For Council Approval
Re-Bid

GC – 2:22

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Upon failure of the Contractor to comply promptly with any order of the Director made under this section, the Director may cause rejected or unauthorized Work to be remedied, removed, or replaced, and the costs thereof will be deducted from any moneys due or to become due the Contractor.

Not for Construction
For Council Approval
Re-Bid

GC – 3:1

[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 3

CHANGES IN THE WORK

3-1.01 CHANGES. The Director, without invalidating this Agreement and without notice to Contractor’s surety, may order changes in the Work, consisting of additions or deletions, or other revisions. The Contract Price and the Contract Time shall be adjusted accordingly. All such changes in the Work, including in the Contract Price and the Contract Time, shall be authorized only by Contract Change Order, signed by the Director.

If Contractor claims that performance of any work entitles it to additional compensation or to an extension of time for performance of the Work, Contractor shall provide written notice to the City of any such claim prior to undertaking such work. Contractor shall provide written notice of any anticipated impacts to the Contract Price or Contract Time within three (3) Days of discovering such impact, by submitting a Notice of Potential Claim described in Section 7-1.03 below, or notice of delay as described in Section 6-1.09 below. If the Director refuses to issue a Change Order for such work, Contractor shall perform that work if directed or obligated to do so and shall submit a complete and specific Claim for additional compensation and/or extension of time for performance within fifteen (15) Days after such work is performed, as described in Section 7-1.03 below. Failure to provide written notice of claims prior to undertaking such work, failure to provide a timely Notice of Potential Claim, or failure to submit timely a complete and specific Claim for additional compensation and/or extension of the time for performance, shall be deemed a waiver and abandonment of any such Claim. No Claim, dispute or controversy shall interfere with the progress or performance of the Work and the Contractor shall proceed with the Work as directed by the Director. Failure to so proceed shall amount to a Not for Construction
For Council Approval
Re-Bid

GC – 3:2

[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] default under this Agreement.
3-1.02 PROPOSED CHANGE ORDERS. The Contractor will be notified in writing of a proposed Change Order describing the intended change. Within fifteen (15) Days after receipt of a written request, the Contractor shall submit its proposed price to be added or deducted from the Contract Price due to the change and its estimate of the extent of the adjustment in the Contract Time, if any. The Contractor's proposed price to be added to or deducted from the Contract Price shall be supported by a detailed estimate of cost prepared by the Contractor, vendor or Supplier. The Contractor's proposed price submittal shall be accompanied by a statement of the time necessary for the changed Work, together with a description of how this time will be incorporated into the current Construction Schedule. The Contractor shall upon request by the Director permit inspection of its original Contract estimate, subcontract agreements or purchase orders relating to the change.

If agreement is reached on the adjustment in compensation as provided in Section 3-1.05, “Contract Price Adjustment,” of these General Conditions, the Contractor shall proceed with the Work as changed at the agreed price.

If the Contractor and the Director fail to agree as to the adjustment in compensation for the performance of the changed Work, the Contractor, upon written order from the Director, shall proceed immediately with the changed Work and the Contract Price shall be adjusted in accordance with Section 3-1.06, “Force Account Payment,” of these General Conditions.

If the Contractor fails to submit its cost estimate within such fifteen (15) Day period, the Contractor shall commence the Work as changed immediately upon receipt of written order of the Director, and the Contract Price will be adjusted in accordance with the Director's cost estimate for the changed Work.

Not for Construction
For Council Approval
Re-Bid

GC – 3:3

[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 3-1.03 EMERGENCY AND INDETERMINATE TYPE CHANGE
ORDERS. Changes in the Work made necessary by an Emergency, as determined by the Director, or changes of a kind where the extent of the Work cannot be determined until completed, may be authorized by the Director in writing. The Change Order shall state that it is issued pursuant to this Section 3-1.03. Upon receipt of an authorized Change Order or other written order of the Director, the Contractor shall proceed with the ordered Work and the Director will maintain a daily job record containing a detailed summary of all labor, materials and equipment required for the changed Work.

Within fifteen (15) Days after receiving a written request, the Contractor shall submit a detailed estimate of cost for the change and any requested change in Contract Time in the same manner as required for proposed Change Orders in Section 3-1.02 of these General Conditions. 3-1.04 EXECUTED CHANGE ORDER. A Contract Change Order signed by both the Director and the Contractor is an “executed Contract Change Order.” By signing the Contract Change Order, the Contractor agrees that the specified compensation constitutes full compensation for the changed Work, including payment for interruption, disruption, acceleration, extended Overhead, delay or any other “impact” claim or “ripple effect” claim.

The Contractor specifically understands and agrees that its execution of the Contract Change Order shall constitute a waiver of any right for the Contractor to claim any additional compensation with respect to the subject matter of the Contract Change Order. 3-1.05 CONTRACT PRICE ADJUSTMENT. If a Contract Change Order provides for an adjustment to the Contract Price, the amount of such adjustment shall be determined by one of the following methods, or a combination thereof, as determined by the City and in its sole discretion:

Not for Construction
For Council Approval
Re-Bid

GC – 3:4

[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] A. Lump sum. The Contractor and the City may agree on a lump sum amount for the Change Order. At the City’s request, the Contractor will provide pricing for the work. Maximum markups for Contract Change Orders paid for using lump sum pricing shall be paid for in the same manner and in the same amounts as markups for Force Account work, as described in Section 3-1.06 below.

B. Unit Prices. The unit prices set forth in the Contractor’s Schedule of Bid Prices will be utilized where they are applicable and acceptable to the City. The Contractor’s unit prices shall remain firm and shall not be subject to adjustment unless and until the actual quantity of work is increased or decreased by Contract Change Order in an amount greater than twenty-five percent (25%) from the estimated quantity indicated for such item. No markups will be given for Contract Change Orders paid for using unit prices.

Unit prices for new items included in the Contract Change Order but not included in the original bid shall be as mutually agreed upon or, in the absence of agreement, as determined by the City in the same manner as if the work were to be paid for on a Force Account basis, as described in Section 3-1.06 below.

C. Force Account. Where the City and the Contractor are unable to agree on lump sum pricing and if the City does not elect to utilize the unit prices in Contractor’s bid, or such unit prices are not applicable, the changed work will be performed and tracked by the Contractor as Force Account work, as described in Section 3-1.06 below. The City will pay for such work, including markups, properly attributable to the change in accordance with those Force Account provisions.

D. Eliminated Items. The City reserves the right to delete any bid item of Work in its entirety. The City makes no representation that any work under a bid item of Work Not for Construction
For Council Approval
Re-Bid

GC – 3:5

[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] will be performed, and all work may be subject to a Contract Change Order that deletes such work. Bid items are distinct and severable from the other bid items, and the Contractor shall not be entitled to any anticipated profit, unabsorbed Overhead, or other indirect expense attributable to the deleted item, except as provided immediately below with regard to Force Account mark- ups on the direct and verifiable costs incurred prior to the City’s order that deletes the work.

Should any bid item of Work be eliminated in its entirety and not accounted for as described immediately above and, in the absence of an executed Contract Change Order covering such elimination, payment will be made to the Contractor for actual direct and verifiable costs incurred in connection with such eliminated bid item if incurred prior to the date of notification in writing by the City of such elimination. If acceptable material is ordered by the Contractor for the eliminated item prior to the date of notification of such elimination by the City, and if orders for such material cannot be canceled, it will be paid for at the actual direct and verifiable cost to the Contractor. Actual direct costs shall include documented vendor shipping fees, Supplier restocking fees, if applicable, and Contractor handling costs directly related to the eliminated item(s). In such case, the material paid for shall become the property of the City and the actual cost of any further handling will be paid for by the City. If the material is returnable to the vendor and if the City so directs, the material shall be returned and the Contractor will be paid for the actual direct cost of charges made by the vendor for returning the material. The actual direct cost of handling returned materials will also be paid for by the City. The actual direct and verifiable costs to be paid by the City as provided herein will be computed in the same manner as if the work were to be paid for on a Force Account basis, including the application of Force Account mark-ups to said costs.
3-1.06 FORCE ACCOUNT PAYMENT. When Work performed pursuant to a Not for Construction
For Council Approval
Re-Bid

GC – 3:6

[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Change Order is to be paid for on a Force Account basis, the Contractor’s labor, materials and equipment used in the performance of such Work shall be subject to the approval of the City, and the compensation will be determined as set forth below in this section. 3-1.06A LABOR. The Contractor will be paid an amount based on the actual cost for the workers (including foremen when authorized by the Director) used in the actual and direct performance of the Work. All labor costs associated with Overhead, whether field or home office, are specifically excluded herein, as those labor costs are covered by the below mark-ups. The cost of labor, whether the employer is the Contractor, Subcontractor or other forces, shall include employer payments; assessment of benefits required by lawful labor union collective bargaining agreements; compensation insurance payments; contributions made to the State pursuant to the Unemployment Insurance Code; and for taxes paid to the Federal Government pursuant to the Social Security Act of August 14, 1935, as amended. No labor cost will be recognized at a rate in excess of the wages prevailing in the locality at the time the Work is performed, nor will the use of a labor classification, which would increase the cost, be permitted unless the Contractor establishes to the complete satisfaction of the Director the necessity for payment at a higher rate.
3-1.06B MATERIALS. Only materials furnished by the Contractor and necessarily used in the performance of the Work will be paid for. Such cost of materials may include the costs of procurement, transportation and delivery if necessarily incurred. If a cash or trade discount by the actual supplier is available to the Contractor, it shall be credited to the City.

If materials are procured by the purchaser by any method which is not a direct purchase from and a direct billing by the actual supplier to such purchaser, the cost of such materials shall be deemed to be the price paid to the actual supplier plus the actual costs, if any, incurred in the Not for Construction
For Council Approval
Re-Bid

GC – 3:7

[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] handling of such materials. If the materials are obtained from a supply or source owned wholly or in part by the purchaser, the cost of such materials shall not exceed the price paid by the purchaser for similar materials furnished from said source on Bid items or the current wholesale price for such materials delivered to the job site, less any discounts as provided herein, whichever is lower. If, in the opinion of the Director, the cost of materials is excessive, or if the Contractor fails to furnish satisfactory evidence of the cost to it from the actual supplier within sixty (60) Days after the date of delivery of the materials or within fifteen (15) Days after Acceptance of the Agreement, whichever occurs first, the cost of the materials shall be deemed to be the lowest current wholesale price at which similar materials are available in the quantities required, less any discounts provided herein. The Department reserves the right to furnish such materials required by the Change Order as it deems advisable, and the Contractor shall have no claim for cost or markups on material furnished by the Department. 3-1.06C EQUIPMENT. The Contractor will be paid an amount based on the actual cost for the use of equipment directly required and approved by the Director in the performance of the changed Work. No payment will be made for time while equipment is inoperative due to breakdowns or on Days when no Work is performed. In addition, the rental time shall include the time required to move the equipment to the Work from the nearest available source of such equipment, and to return it to the source. If such equipment is not moved by its own power, then loading and transportation costs will be paid. Moving time, loading and transportation costs will only be paid if the equipment is used exclusively on the changed Work during the time between move in and move out. Individual pieces of equipment having a replacement value of One Thousand Dollars ($1000) or less shall be considered to be tools or small equipment, and no payment will be made therefore. For equipment owned, Not for Construction
For Council Approval
Re-Bid

GC – 3:8

[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] furnished, or rented by the Contractor, no cost therefore shall be recognized in excess of the equipment rental rates published by Caltrans at the following website address:
http://www.dot.ca.gov/hq/construc/equipmnt.html. Equipment located at a Work Site and utilized on non-Force Account work shall not eligible for standby payment, and shall be charged on a Force Account basis only when solely performing pre-approved Force Account work tasks. 3-1.06D MARKUPS. When a Change Order increases the cost of the Work, the Contractor may add the following maximum markups to its actual costs of labor, materials, or equipment rental:
15 percent for labor;
10 percent for materials; and
5 percent for equipment rental.

The above markups include full compensation, covering the costs of all supervision, bonds, profit, Overhead, and other general expenses not specifically designated as a direct cost in Sections 3-1.06A through 3-1.06C above. The total payment (i.e., direct cost plus applicable markups) shall be deemed to be the actual cost of such work and shall constitute full compensation therefor. The Contractor specifically understands and agrees that such payment shall include any Contractor costs for interruption, disruption, and acceleration, extended Overhead, Change Order management, delay or other “impact” claim or “ripple effect” claim.

When work paid for on a Force Account basis is performed by forces other than the Contractor’s own forces, the maximum allowable mark-ups for the Subcontractors’ costs shall be fifteen percent (15%) for the cost of labor, ten percent (10%) for the cost of materials, and five percent (5%) for the cost of rented equipment. In these situations where the work is being performed by Subcontractors, the Contractor will only be entitled to an additional five percent Not for Construction
For Council Approval
Re-Bid

GC – 3:9

[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] (5%) mark-up and will not be entitled to receive the additional mark-ups specified in this section.

When a Change Order decreases the cost of the Work, the reduction in cost shall include a five percent (5%) markup on the estimated cost for furnishing the labor, materials and equipment, which would have been used on such Work, had the Change Order not been issued.

When a Change Order involves both added Work and deleted Work, the markup or markups to be used shall be as follows:

The actual costs of labor, materials, and equipment rental for added and deleted Work shall be calculated separately without adding markups. If the difference between the calculated costs for labor results in an increased cost, a markup of fifteen percent (15%) shall be applied to the increased cost. If the difference between the calculated costs of materials or equipment rental results in an increased cost, a markup of ten percent (10%) and five percent (5%) respectively, shall be applied to the increased costs of materials or equipment rental, as the case may be. If the difference between the calculated costs for labor, materials or equipment rental results in a decreased cost, a markup of five percent (5%) shall be applied to the decreased costs of labor, materials or equipment rental, as the case may be.

Contractor shall not add mark-ups on work perfor med and billed by City staff nor add mark-ups to successive iterations of proposed Change Order cost proposals returned to Contractor by the City due to incomplete or inaccurate information being originally submitted by the Contractor. If the Contract Price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly. 3-1.06E RECORDS. The Contractor shall maintain its records in such a manner as to provide a clear distinction between the direct costs of extra work paid for on a Force Account basis and the costs of other operations.

Not for Construction
For Council Approval
Re-Bid

GC – 3:10

[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] From the above records, the Contractor shall furnish the City completed daily extra work reports, on forms acceptable to the City, for each Day’s extra work to be paid for on a Force Account basis. The daily extra work reports shall itemize the materials used, and shall cover the direct cost of labor and the charges for equipment rental, whether furnished by the Contractor, Subcontractor, or other forces. The daily extra work reports shall provide names and identifications and classifications of workers, the hourly rate of pay and hours worked, and also the size, type, and identification number of equipment, and hours operated. Daily extra work and Force Account reports (actual or claimed) shall be signed by both the City’s and the Contractor’s representatives within twenty-four (24) hours of the performance of the work.

Valid copies of vendor’s invoices shall substantiate material charges. Such invoices shall be submitted with the daily extra work reports, or if not available, they shall be submitted with subsequent daily extra work reports. Should said vendor’s invoices not be submitted within sixty (60) Days after the date of delivery of the material or within fifteen (15) Days after the Acceptance of the Agreement, whichever occurs first, the City reserves the right to establish the cost of such materials at the lowest current wholesale prices at which said materials were available in the quantities, less any discounts.

The City will compare its records with the completed daily extra work reports furnished by the Contractor and make any necessary adjustments. When these daily extra work reports are agreed upon and signed by both parties, said reports shall become the basis of payment for the work performed, but shall not preclude subsequent adjustment based on a later audit by the City.

The Contractor’s cost records pertaining to Work paid for on a F orce Account basis shall be open to inspection or audit by representatives of the City during the life of the Agreement and for a period of not less than three (3) years after the date of Agreement completion and the Not for Construction
For Council Approval
Re-Bid

GC – 3:11

[[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Contractor shall retain such records for that period. Where payment for materials or labor is based on the cost thereof to forces other than the Contractor, the Contractor shall make every reasonable effort to insure that the cost records of such other forces will be open to inspection and audit by representatives of the City on the same terms and conditions as the cost records of the Contractor. If an audit is to be commenced more than sixty (60) Days after the date of Acceptance of the Agreement, the Contractor will be given fifteen (15) Days’ notice of the time when such audit is to begin.
3-1.07 COST REDUCTION PROPOSALS. The City encourages the Contractor to submit Cost Reduction Proposals whenever the Contractor identifies areas and/or instances in which there can be savings to the Work. Contractor may submit to the City, in writing, proposals for modifying the plans, Specifications or other requirements of the Agreement for the sole purpose of reducing the total cost of construction, including the time for completion of the Work. The City may consider such Cost Reduction Proposals and, if accepted, the Agreement will be equitably adjusted. The City has no obligation to consider or accept Cost Reduction Proposals.

Not for Construction
For Council Approval
Re-Bid

GC - 4:1

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 4

CONTROL OF MATERIALS

4-1.01 MATERIALS. The Contractor shall furnish all materials required to complete the Work, except materials that are designated in the Supplemental Conditions to be furnished by the City and materials furnished by the City in accordance with Section 3, “Changes in the Work,” of these General Conditions.

Unless otherwise specified in the Supplemental Conditions, materials furnished by the Contractor for incorporation into the Work shall be new. When the quality or kind of materials, articles, or equipment is not particularly indicated, then the quality or kind thereof shall be similar to those that are indicated.

Articles or materials to be incorporated in the Work shall be stored in such a manner as to insure the preservation of their quality and fitness for the Work, and to facilitate inspection.

All materials which do not conform to the requirements of the Contract Documents as determined by the Director, will be rejected whether in place or not. Rejected material shall be removed immediately from the site of the Work, unless otherwise permitted by the Director. No rejected material, the defects of which have been subsequently corrected, shall be used in the Work, unless approval in writing has been given by the Director. Upon failure of the Contractor to comply promptly with any order of the Director made under these provisions, the Director shall have the authority to cause the removal and replacement of rejected material and to deduct the cost thereof from any moneys due or to become due the Contractor.

Manufacturer's warranties, guaranties, instruction sheets and parts lists, which are furnished with certain materials incorporated in the Work, shall be delivered to the Director Not for Construction
For Council Approval
Re-Bid

GC - 4:2

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] before Acceptance of the Contract.

Unless otherwise designated in the Supplemental Conditions or Specifications, materials furnished by the City will be delivered to the job site. Materials furnished by the City that are designated in the Supplemental Conditions as available at locations other than the job site shall be hauled to the site of the Work by the Contractor at its expense, including any necessary loading and unloading that may be involved.

The Contractor will be held responsible for all materials furnished to it, and shall pay all demurrage and storage charges. City-furnished materials lost or damaged from any cause whatsoever shall be replaced by the Contractor. The Contractor will be liable to the Department for the cost of replacing City-furnished material and such costs may be deducted from any moneys due or to become due the Contractor.
4-1.02 PRODUCT AND REFERENCE STANDARDS. When descriptive catalog designations, including manufacturer's name, product brand name, or model number are referred to in the Contract Documents, such designations shall be considered as being those found in industry publications in effect on the day the Notice to Contractors for the Work is dated, except as may be otherwise stated.

When standards or test designations of the Federal Government, trade societies, or trade associations are referred to in the Contract Documents by specific date of issue, these shall be considered as part of the Contract. When such references do not bear a date of issue, the edition in effect on the day the Notice to Contractors for the Work is dated shall be considered as part of the Contract.
4-1.03 SAMPLING AND TESTING OF MATERIALS. Unless otherwise specified, all tests shall be performed in accordance with the methods used by the State Not for Construction
For Council Approval
Re-Bid

GC - 4:3

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Department of Transportation (Caltrans) and shall be made by the Director or his or her designated representative.

The State Department of Transportation has developed test methods for testing the quality of materials and Work. These test methods are identified by a California Test followed by the serial number. Copies of individual tests are available at the State Department of Transportation Laboratory, Sacramento, California, and will be furnished to interested persons upon request.

Whenever a reference is made in the Supplemental Conditions to a California Test by number, it shall mean the California test in effect on the day the Notice to Contractors for the Work is dated.

Whenever the Supplemental Conditions provide an option between two (2) or more test methods, the Director will determine the test method to be used.

Whenever a Supplemental Condition, manual, or test designation provides for test reports (such as certified mill test reports) from the manufacturer, copies of such reports, identified as to the lot of material, shall be furnished to the Director. The manufacturer's test reports shall supplement the inspection, sampling and testing provisions of this Section 4-1.03 and shall not constitute a waiver of the City's right to inspect. When material which cannot be identified with specific test reports is proposed for use, the Director may at his or her discretion, select random samples from the lot for testing. Testing specimens from the random samples, including those required for retest, shall be prepared in accordance with the referenced Supplemental Conditions and furnished by the Contractor at its expense. The number of such samples and test specimens shall be entirely at the discretion of the Director.

When requested by the Director, the Contractor shall furnish, without charge, samples of Not for Construction
For Council Approval
Re-Bid

GC - 4:4

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] all material entering into the Work, and no material shall be used prior to approval by the Director, except as provided in Section 4-1.04, “Certificates of Compliance,” of these General Conditions.

A. Inspection and Access for Testing. The Contractor shall provide safe access for the Director and his or her inspectors to adequately inspect the quality of Work and conformance with the General and Supplemental Conditions. The Contractor shall provide adequate lighting, ventilation, ladders and other protective facilities as may be necessary for the safe performance of inspections.

The Contractor shall submit samples or specimens of such materials to be furnished or used in the Work as the Director may require. The Contractor shall furnish the Director all necessary labor and facilities for such things as excavation in the compacted fill to depths required to take samples.

Inspections, tests, or favorable review by the Director or others shall not relieve the Contractor from its obligations to perform the Work in accordance with the requirements of the Contract Documents.

Work covered without the favorable review or consent of the Director shall, if required by the Director, be uncovered for examination at the Contractor's expense.

If the Engineer, Architect, or Director considers it necessary or advisable that covered Work be inspected or tested by others, the Contractor, at the Director's request, will uncover, expose or otherwise make available for observation, inspection or testing as the Director may require, that portion of the Work in question, furnishing all necessary labor, materials, tools, and equipment. If it is found that such Work is defective, the Contractor will bear all the expenses of such uncovering, exposure, observation, inspection and testing and of Not for Construction
For Council Approval
Re-Bid

GC - 4:5

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] satisfactory reconstruction. If, however, such Work is not found to be defective and the Work was not covered without favorable review of the Director, the Contractor will be allowed an increase in the Contract Price or an extension of the Contract Time, or both, to cover its costs directly attributable to such uncovering, exposure, observation, inspection, testing, and reconstruction and an appropriate Change Order shall be issued.

Whenever the Contractor varies the period during which Work is carried on each Day, the Contractor shall give due notice to the Director so that proper inspection may be provided. Any Work done in the absence of the Director may be subject to rejection. Proper facilities for safe access for inspection to all parts of the Work shall at all times be maintained for the necessary use of the Director and other agents of the City. Authorized representatives and agents of the Director shall be permitted access to inspect all Work and materials wherever it is required for preparation of progress reports, and the Contractor shall provide proper facilities for such access and inspection.

It is the Contractor's responsibility to supervise the Work and complete the project in accordance with the Contract Documents. In the course of managing that effort, the Contractor shall generate its own punch lists as deemed necessary. The Director may prepare punch lists for the Director's own use in communicating with the Contractor; however, the Director shall be under no obligation to prepare punch lists for the Contractor. In general, the Director will prepare punch lists only after the Contractor has given the Director written notice that the subject Work is completed and tested in accordance with the Contract Documents and is ready for operation and/or use and/or occupancy. Failure of the Director to include an item in a punch list shall not relieve the Contractor of its duty to satisfactorily complete all Work required by the Contract Documents.

Not for Construction
For Council Approval
Re-Bid

GC - 4:6

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Upon Final Completion of the construction Work and request by the Contractor, the Director will conduct a final inspection as a basis for recommending to the City that the Work be accepted.

B. Field and Materials Testing. Where the Supplemental Conditions require Work to be specially field tested or approved, it shall be tested only in the presence of the Director after timely notice of its readiness for inspection and test, and the Work after testing shall be covered up only upon the consent thereto of the Director.

The results of any tests made are for the information of the Director. Regardless of any test results, the Contractor is solely responsible for the quality of workmanship and materials and for compliance with the requirements of the Contract Drawings and Supplemental Conditions.

Except as specifically required under the Supplemental Conditions, all tests by the Director of materials furnished by the Contractor will be done in accordance with commonly recognized standards of national organizations. The Contractor shall furnish such samples of all materials as required by the Director without charge. No material shall be used unless it has been favorably reviewed by the Director.

Where such inspection and testing are to be conducted by an independent Laboratory or agency, the sample or samples of materials to be tested shall be selected by such Laboratory or agency, or the Director, and not by the Contractor.

C. Costs of Testing.

1. Initial Services: The City shall furnish and pay for all initial testing services required by the Contract Documents. When initial tests indicate non-compliance with the Contract Documents, the cost of initial tests associated with that non-compliance will be Not for Construction
For Council Approval
Re-Bid

GC - 4:7

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] deducted by the City from the balance owed the Contractor. The Contractor shall furnish samples of materials for testing as may be required by the Director. Such samples shall be furnished without cost to the City.

2. Retesting: When initial tests indicate non-compliance with the Contract Documents, all subsequent retesting occasioned by the non-compliance shall be performed by the same testing Laboratory and the cost thereof will be deducted by the City from the balance owed the Contractor. Contractor shall be billed for each additional test.

3. Contractor Convenience Testing: Inspection or testing performed exclusively for the Contractor's convenience shall be the sole responsibility of the Contractor.

4. Additional Tests and Inspections: When in the opinion of the Director additional tests or inspections are required because of the manner in which the Contractor executes its Work, such tests and inspections shall be paid for by the City, but will be deducted from the Contract Price. Examples of such tests and inspections are tests of materials substituted for previously accepted materials or substituted for specified materials, retests made necessary by failure of material to comply with the requirements of the Specifications, load tests made necessary because of portions of the structure not fully meeting Specifications or plan requirements, etc.
4-1.04 CERTIFICATES OF COMPLIANCE. A Certificate of Compliance shall be furnished prior to the use of any materials for which the Supplemental Conditions require that such a Certificate be furnished. In addition, the Director may permit the use of certain materials or assemblies prior to sampling and testing if accompanied by a Certificate of Compliance. The Certificate shall be signed by the manufacturer of the material or the manufacturer of assembled materials and shall state that the materials involved comply in all Not for Construction
For Council Approval
Re-Bid

GC - 4:8

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] respects with the requirements of the Supplemental Conditions. A Certificate of Compliance shall be furnished with each lot of such materials delivered to the Work and the lot so certified shall be clearly identified in the Certificate.

All materials used on the basis of a Certificate of Compliance may be sampled and tested at any time. The fact that material is used on the basis of a Certificate of Compliance shall not relieve the Contractor of responsibility for incorporating material in the Work which conforms to the requirements of the Contract Documents and any such material not conforming to such requirements will be subject to rejection whether in place or not.

The Department reserves the right to refuse to permit the use of material on the basis of a Certificate of Compliance.

The form of the Certificate of Compliance and its disposition shall be as directed by the Director.

Not for Construction
For Council Approval
Re-Bid

GC - 5:1

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] SECTION 5

LEGAL RELATIONS AND RESPONSIBILITY

5-1.01 LAWS TO BE OBSERVED. The Contractor shall keep informed of and observe, and comply with and cause all of its agents and employees to observe and comply with, all prevailing Federal and State laws, and rules and regulations made pursuant to said Federal and State laws, and county and municipal ordinances, and regulations, which in any way affect the conduct of the Contract. If any conflict arises between provisions of the Contract and any such law above referred to, the Contractor shall notify the Director at once in writing. To the fullest extent allowed by law, the Contractor shall defend, indemnify, and save and hold harmless the City or any of its officers, agents, employees, and volunteers against any claim or liability arising from or based on the violation of any such law, rule, or regulation, whether by itself or its agents or employees.
5-1.02 HOURS OF LABOR. Eight (8) hours labor constitutes a legal Day's work. The Contractor or Subcontractor shall, as a penalty to City, forfeit Twenty-five Dollars ($25) for each worker employed in the execution of the contract by the respective Contractor or Subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one (1) calendar day and forty (40) hours in any one (1) calendar week in violation of the provisions of the Labor Code, and in particular, Section 1810 to Section 1815, thereof, inclusive, except that Work performed by employees of Contractors in excess of eight (8) hours per day, and forty (40) hours during any one (1) week, shall be permitted upon public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than one and one-half (1-1/2) times the basic rate of pay, as provided in said Not for Construction
For Council Approval
Re-Bid

GC - 5:2

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Section 1815. In addition, Contractor and/or its Subcontractors may be required to pay double the basic rate of pay for all hours worked in excess of twelve (12) hours in any workday and under other circumstances. (See California Code of Regulations, Title 8, Sections 16100(c)(6) and (16200(a)(3)(F) and applicable Department of Industrial Relations prevailing wage determinations.)
5-1.03 NONDISCRIMINATION.

A. Attention is directed to Labor Code Section 1735, which reads as follows:
“ A contractor shall not discriminate in the employment of persons upon public works on any basis listed in subdivision (a) of Section 12940 of the Government Code, as those bases are defined in Sections 12926 and 12926.1 of the Government Code, except as otherwise provided in Section 12940 of the Government Code. Every Contractor for public works who violates this section is subject to all the penalties imposed for a violation of this chapter.” B. During the performance of this Contract, Contractor and its Subcontractor s shall not unlawfully discriminate against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status. The Contractor and Subcontractors shall insure that the evaluation and treatment of their employees and applicants for employment are free of such discrimination. The Contractor and Subcontractors shall comply with the provisions of the California Fair Employment and Housing Act (Government Code §12900, et seq.) and the applicable regulations promulgated thereunder (California Code of Regulations, Title 2, §7285.0 et seq.) and other applicable State and Federal regulations and City Not for Construction
For Council Approval
Re-Bid

GC - 5:3

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] policies pertaining to nondiscrimination and affirmative action which are incorporated into this Agreement by reference and made a part hereof as if set forth in full. The Contractor and its Subcontractors shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other agreement.

C. Contractor shall include the nondiscrimination and compliance provisions of this clause in all subcontracts to perform Work under the agreement. 5-1.04 PREVAILING WAGE. The Contractor and any Subcontractor shall comply with Labor Code Sections 1770 et seq. In accordance with said Section 1775 the Contractor and any Subcontractor under the Contractor shall, as a penalty, forfeit to the state or City not more than $200 for each calendar day or portion thereof, for each worker paid less than the prevailing rate as determined by the Director of Industrial Relations for the work or craft in which such worker is employed for under the Contract by the Contractor or by any Subcontractor under the Contractor.

The amount of the penalty shall be determined by the Labor Commissioner based on consideration of both of the following: (a) whether the failure to pay the correct rate of per diem wages was a good-faith mistake and, if so, whether the error was promptly and voluntarily corrected when brought to the attention of the Contractor or Subcontractor; and (b) whether the Contractor or Subcontractor has a prior record of failing to meet its prevailing wage obligations.

The penalty may not be less than forty dollars ($40) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, unless the failure of the Contractor or Subcontractor to pay the correct rate of per diem wages was a good faith mistake and, if so, the error was promptly and voluntarily corrected when brought to the attention of the Contractor or Subcontractor.

Not for Construction
For Council Approval
Re-Bid

GC - 5:4

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] The penalty may not be less than eighty dollars ($80) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, if the Contractor or Subcontractor has been assessed penalties within the previous three (3) years for failing to meet its prevailing wage obligations on a separate contract, unless those penalties were subsequently withdrawn or overturned.

The penalty may not be less than one hundred twenty dollars ($120) for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate, if the Labor Commissioner determines that the violation was willful, as defined in subdivision (c) of Section 1777.1 of the Labor Code.

If the amount due under this section is collected from the Contractor or Subcontractor, any outstanding wage claim under Chapter 1 (commencing with Section 1720) of Part 7 of Division 2 of the Labor Code against the Contractor or Subcontractor shall be satisfied before applying that amount to the penalty imposed on that Contractor or Subcontractor pursuant to this section.

The determination of the Labor Commissioner as to the amount of the pe nalty shall be reviewable only for an abuse of discretion.

In addition to said penalty, the difference between such stipulated prevailing w age rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the stipulated prevailing wage shall be paid to each worker by the Contractor or Subcontractor.

If a worker employed by a Subcontractor on a public works project is not paid the general prevailing per diem wages by the Subcontractor, the Contractor is not liable for any penalties described above unless the Contractor had knowledge of that failure of the Subcontractor to pay Not for Construction
For Council Approval
Re-Bid

GC - 5:5

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] the specified prevailing rate of wages to those workers or unless the Contractor fails to comply with all of the following requirements:

1. The contract executed between the Contractor and the Subcontractor for the performance of work on the public works project shall include a copy of the provisions of Sections 1771, 1776, 177.5, 1813, and 1815 of the Labor Code.

2. The Contractor shall monitor the payment of the specified general prevailing rate of per diem wages by the Subcontractor to the employees, by periodic review of the certified payroll records of the Subcontractor.

3. Upon become aware of the Subcontractor’s failure to pay its workers the specified prevailing rate of wages, the Contractor shall diligently take corrective action to halt or rectify the failure, including, but not limited to, retaining sufficient funds due the Subcontractor for work performed on the public works project.

4. Prior to making final payment to the Subcontractor for work performed on the public works project, the Contractor shall obtain an affidavit signed under penalty of perjury from the Subcontractor that the Subcontractor has paid the specified general prevailing rate of per diem wages to its employees on the public works project and any amount due pursuant to 1813 of the Labor Code.

Pursuant to Section 1775 of the Labor Code, the Division of Labor Standards Enforcement shall notify the Contractor on a public works project within fifteen (15) Days of the receipt by the Division of Labor Standards Enforcement of a complaint of the failure of a Subcontractor on that public works project to pay workers the general prevailing rate per diem wages.

Pursuant to the provisions of California Labor Code Section 1773, the City has obtained Not for Construction
For Council Approval
Re-Bid

GC - 5:6

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] the general prevailing rate of wages applicable to the categories of workers the City anticipates will be utilized for this project for straight time, overtime, Saturday, Sunday, and holiday Work.

The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of worker concerned or, if no collective bargaining applies, those holidays identified in Government Code Section 6700.

These wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm , which is
incorporated herein as a part of this Contract.

Pursuant to Labor Code Section 1773.2, the general prevailing w age rates set forth above, which forms a part of this Contract, shall be posted by the Contractor at a prominent place at the site of the Work.

Pursuant to Labor Code Section 1773.6 and California Code of Regulations Section 16204, Title 8, changes in general prevailing wage determinations shall apply to the project only if issued by the Director of Industrial Relations prior to the City’s bid issuance date.

The City will not recognize any claim for additional compensation because of the payment by the Contractor of any wage rate in excess of the prevailing wage rate set forth in the Contract. The possibility of wage increases is one of the elements to be considered by the Contractor in determining its Bid, and will not under any circumstances be considered as the basis of a claim against the City or Contract.

When both California and Federal prevailing wage rates apply, the Contractor and any Subcontractors shall pay their workers the higher of the two rates. The Contractor and any Subcontractors shall insert this clause in any lower tier contract. 5-1.05 REGISTRATION REQUIRED AS QUALIFICATION TO BID.

Not for Construction
For Council Approval
Re-Bid

GC - 5:7

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Pursuant to Labor Code Section 1771.1(b), notice is hereby given that a Contractor or Subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contractor for public work, as defined in Labor Code Sections 1720, et seq., unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5. It is not a violation of Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5.
5-1.06 PAYROLL RECORDS. The Contractor's attention is directed to the following provisions of Labor Code Section 1776. The Contractor shall be responsible for the compliance with these provisions by its Subcontractors.

A. The Contractor and each Subcontractor shall keep accurate and current payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by it in connection with the public work. Each payroll record shall contain or be verified by a written declaration that is made under penalty of perjury, stating both of the following:

1. The information contained in the payroll record is true and correct.

2. The employer has complied with the requirements of Section 1771, 1811, and 1815 for any work performed by his or her employees on the public works project.

B. The payroll records enumerated under subdivision (A) shall be available for inspection at all reasonable hours at the principal office of the Contractor on the following Not for Construction
For Council Approval
Re-Bid

GC - 5:8

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] basis:

1. A certified copy of an employee's payroll record shall be made available for inspection or furnished to such employee or his or her authorized representative on request.

2. A certified copy of all payroll records enumerated in subdivision (A) shall be made available for inspection or furnished upon request to a representative of the City, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards of the Department of Industrial Relations. The City reserves the right to withhold any progress payments to the Contractor in the event of noncompliance with the subsection.

3. A certified copy of all payroll records enumerated in subdivision (A) shall be made available upon request by the public for inspection or for copies thereof.

However, a request by the public shall be made through either the City, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. The public shall not be given access to such records at the principal office of the Contractor.

C. The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement or shall contain the same information as the forms provided by the Division.

D. Each Contractor shall file a certified copy of the records enumerated in subdivision (A) with the entity that requested the records within ten (10) Days after receipt of a written request.

E. Any copy of the records made available for inspection as copies and furnished upon request to the public or any public agency by the City, the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement shall be marked or Not for Construction
For Council Approval
Re-Bid

GC - 5:9

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] obliterated to prevent disclosure of an individual's name, address and social security number.

The name and address of the Contractor awarded the Contract or Subcontractor performing the Contract shall not be marked or obliterated. Any copy of records made available for inspection by, or furnished to, a joint labor-management committee established pursuant to the federal Labor Management Cooperation Act of 1978 (Section 175a of Title 29 of the United States Code) shall be marked or obliterated only to prevent the disclosure of an individual’s name and social security number. A joint labor-management committee may maintain an action in a court of competent jurisdiction against an employer who fails to comply with Section 1774. The court may award restitution to an employee for unpaid wages and may award the joint labor- management committee reasonable attorneys’ fees and costs incurred in maintaining the action.

An action under this subdivision may not be based on the employer’s misclassification of the craft of a worker on its certified payroll records. Nothing in this subdivision limits any other available remedies for a violation of this section.

F. The Contractor shall inform the City of the location of the records enumerated under subdivision (A), including the street address, city and county, and shall, within five (5) business days, provide a notice of a change of location and address.

G. The Contractor shall have ten (10) Days in which to comply subsequent to receipt of written notice requesting the records enumerated in subdivision (A). In the event that the Contractor or Subcontractor fails to comply within the ten (10) Day period, the Contractor shall, as a penalty to the State or City, forfeit twenty-five ($25) Dollars for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, these penalties shall be withheld from any progress payment or final payment then due. A contractor Not for Construction
For Council Approval
Re-Bid

GC - 5:10

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] is not subject to a penalty assessment pursuant to this section due to the failure of a Subcontractor to comply with this section.
5-1.07 SAFETY REQUIREMENTS. It is the intent of the parties that the City is not an exposing, creating, controlling, or correcting employer under California Labor Code Section 6400. In accordance with generally accepted construction practices and State law, the Contractor shall have the authority and be solely and completely responsible for conditions on the Work Site, including safety of all persons and property during performance of the Work.

Moreover, the Contractor shall be the controlling employer and has the authority and responsibility to enforce Work Site safety. The Contractor shall be responsible for conducting daily safety inspections and assuring all hazards and violations are abated. The Contractor is responsible for assuring that all Subcontractors adhere to the minimum Cal/OSHA safety requirements and that each Subcontractor has an effective Cal/OSHA IIPP (Illness and Injury Prevention Program) in place that specifically addresses all potential exposures, such as, but not limited to, fall protection, confined space, and trenching/shoring. These requirements shall apply continuously and not be limited to normal working hours. The Contractor shall be responsible for any delay costs or damages in the event the progress of Work is slowed or stopped due to a safety violation.

The Contractor shall designate a safety officer and have in place a health and safety plan in accordance with the laws of State of California and conduct safety meetings and document them in accordance with the law. The Contractor shall have the safety record available for inspection during working hours and shall submit job site safety meeting reports with each Application for Payment.

Prior to Contractor commencing construction project work on City property, Contractor Not for Construction
For Council Approval
Re-Bid

GC - 5:11

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] shall make available copies of its Health and Safety Plan (HASP) that meets or exceeds applicable Cal/OSHA regulations. The Contractor’s HASP shall also meet or exceed the requirements of any applicable City-wide or departmental specific Injury and Illness Prevention Programs (IIPP) and other HASP programs, procedures, and plans. Potentially applicable HASP programs, procedures, and plans include, but are not limited to, the following:

1. Bloodborne Pathogens Exposure Control Plan;

2. Confined Space Entry Procedure;

3. Electrical Safety Program (Lockout/Tagout);

4. Emergency Action Plans (Site Specific);

5. Fire Prevention Plans (Site Specific);

6. Hazardous Waste Operations Emergency Response Plan (or Equivalent);

7. Hazard Communication Program (SDS’s and Right- to-Know training);

8. Heat Illness & Prevention Plan;

9. Hearing Conservation Program;

10. Hot Work/Welding Procedure;

11. Job Hazard Analyses/Standard Operating Procedures;

12. Traffic Control & Flagging;

13. Excavation/Dig Safe Procedure;

14. Fall Protection Plan;

15. Personal Protective Equipment Plan;

16. Respirable Crystalline Silica Exposure Control Plan;

17. Respirator Program;

18. Soils Management Plan (for contaminated soils); and Not for Construction
For Council Approval
Re-Bid

GC - 5:12

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022]

19. Transite (Asbestos) Pipe Work Procedure.

Additionally, Contractor shall be responsible for complying with all City-wide and departmental specific safety requirements as identified in the Supplemental Conditions or presented at a pre-construction meeting.

Contractor shall inform C ity in advance of the quantity of chemical(s) to be used for the project and the total quantity of chemical(s) that will be brought onto City property. In addition, Contractor shall provide City with one copy of the Safety Data Sheet (SDS) for each chemical expected to be used to complete the project and for each chemical brought to the Work Site, regardless of whether such chemicals are ultimately used for the project.

The services of the Director in conducting construction review of the Contractor's performance is not intended to include review of the adequacy of the Contractor's Work methods, equipment, bracing or scaffolding, or safety measures, in, on, or near the construction site. If a City employee observes a safety violation, the City employee will report the violation to the Contractor who is then responsible for assuring the violation is abated.

The Contractor is hereby informed that Work on this project could be hazardous. The Contractor shall carefully instruct all personnel working in potentially hazardous Work areas as to potential dangers and shall provide such necessary safety equipment and instructions as are necessary to prevent injury to personnel and damage to property. Special care shall be exercised relative to Work underground.

All Work and materials shall be in strict accordance with all applicable State, City, County, and Federal Rules, Regulations, and Codes, and attention is drawn to the requirements of Cal/OSHA. The Contractor shall be solely responsible for compliance with all City, County and State blasting requirements and for any damages caused by its operations.

Not for Construction
For Council Approval
Re-Bid

GC - 5:13

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] To ensure compliance with California Labor Code Section 6705, the Contractor shall submit to the City, at least five (5) Days in advance of excavation of any trench five feet (5’) or more in depth, Working Drawings to the Director showing the design of shoring, bracing, sloping and other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If such Working Drawings vary from the shoring system standards established by the Cal/OSHA Construction Safety Orders of the Division of Industrial Safety, the plan shall be prepared and signed by a registered civil or structural engineer in the State of California. This in no way relieves the Contractor from the requirement of maintaining safety in all operations performed by the Contractor or the Contractor's Subcontractors and nothing in this section shall be deemed to allow the use of a shoring, sloping or protective system less effective than that required by the Cal/OSHA Construction Safety Orders of the Division of Industrial Safety Contractor’s Working Drawings shall be subject to approval insofar as the details affect the character of the finished Work and for compliance with design requirements applicable to the construction when specified or called for, but details of the design will be left to Contractor who shall be responsible for the successful construction of the Work. The City shall approve Working Drawings before any Work involving such drawings is performed. Approval and/or acceptance by the City or its designated agent only constitutes acknowledgment of the submission and does not constitute review or approval of the designs, design assumptions or criteria, completeness of submissions, applicability to areas of intended use, nor implementation of the plans, which are solely the responsibility of the Contractor and its registered engineer.

The Contractor shall perform its Work as not to expose personnel to, or to discharge into the atmosphere from any source whatever, smoke, dust, asbestos, toxic chemicals or other air Not for Construction
For Council Approval
Re-Bid

GC - 5:14

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] contaminants in violation of the laws, rules, and regulations of the governmental entities having jurisdiction and shall bear full and exclusive responsibility for any release of hazardous or non- hazardous chemicals or substances during the course of the Work. The Contractor shall immediately report any such release to the City. The Contractor shall be solely responsible for all claims and expenses associated with the response to, removal and remediation of the release, including, without limitation, payment of any fines or penalties levied against the City by any agency as a result of such release and shall defend, indemnify, and save and hold harmless the City, its officers, agents, employees, and volunteers from any claims arising from such release.

For purposes of this section only, the term “claims” shall include:

1. All notices, orders, directives, administrative or judicial proceedings, fines, penalties, fees, or charges imposed by any governmental agency with jurisdiction; and

2. Any claim, cause of action, or administrative or judicial proceeding brought against the City, its officers, agents, employees, and volunteers for any loss, cost (including reasonable attorneys’ fees), damage or liability, sustained or suffered by any person or entity, including the City.

If the performance of the Work creates any hazardous wastes, those wastes shall be properly disposed of according to federal, state, and local laws, at the expense of the Contractor.

The Contractor shall dispose of the wastes under its own EPA Generator Number. In no event shall the City be identified as the generator. The Contractor shall notify the City of any such hazardous wastes and the City reserves the right to a copy of the results of any tests conducted on the wastes, and, at its cost, to perform additional tests or examine those wastes, prior to disposition. The Contractor shall defend, indemnify, and save and hold harmless the City, its Not for Construction
For Council Approval
Re-Bid

GC - 5:15

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] officers, agents, employees, and volunteers from any claims arising from the disposal of the hazardous wastes, regardless of the absence of negligence or other malfeasance by the Contractor. Disposal of all Hazardous Materials must be done in accordance with all laws and regulations. Copies of required regulatory documentation including copies of final manifests shall be supplied to the City.

Contrac tors or Subcontractors removing one hundred or more square feet (100') of asbestos must be “Certified” in accordance with State law. All Work involving exposure to asbestos and all other hazardous materials shall be performed with protection of personnel in compliance with all applicable regulations and safety requirements including, but not limited to, California Code of Regulations Section 1529, Title 8.

Nothing in these General Conditions is to be construed to permit Work not conforming to governing codes. When Contract Documents differ from governing codes, the Contractor shall furnish and Install the higher standards called for without extra charge. 5-1.08 SUBSURFACE EXCAVATIONS, NOTIFICATION. The Contractor shall contact the regional notification center, “Underground Service Alert,” and schedule its Work to allow ample time for the center to notify its members and, if necessary, for any member to field locate and mark its facilities. Without limiting the foregoing, the Contractor’s attention is directed to Government Code Sections 4216 to 4216.9, and in particular Section 4216.2. 5-1.09 PUBLIC SAFETY. The Contractor shall assume all responsibility for public safety during the performance of its Work, and all costs arising therefrom shall be included in the Contract Price. Whenever the Contractor’s operations create a condition hazardous to traffic or to the public, it shall furnish, erect and maintain, at its expense, such fences, barricades, lights, signs, and other devices and take such other protective measures as are Not for Construction
For Council Approval
Re-Bid

GC - 5:16

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] necessary to prevent accidents or damage or injury to the public. The Contractor shall establish the pedestrian detours with comparable lighting to the original pedestrian areas. The Contractor shall arrange for such flaggers as are necessary to give adequate warning to traffic or to the public of any dangerous conditions affecting traffic. For Work in a public right-of-way, the Contractor shall comply with the rules and regulations of the State, County, or local agency that owns the right-of-way.

The Contractor shall promptly and fully comply with and carry out, and shall without separate charge therefor to the City, all safety and first aid requirements prescribed by all applicable Federal, State, and local laws and regulations, rules, and orders. The Work shall be done in a safe manner; and the Contractor shall safeguard the safety and health of its employees, Subcontractors, and the people of local communities. The Contractor shall also be reasonable for ensuring that its Subcontractors comply with the provisions of this section.

Upon the failure of the Contractor to comply with any of the requirements of this section, the City shall have the authority, but not the duty, to stop the Work until such failure is remedied.

The Contractor shall not be entitled to an adjustment of the Contract Time or an increase in the Contract Price due to any such suspensions.

When required by the Contract Documents, the Contractor shall construct, maintain, and remove detours for use of public traffic, without additional cost to the City, unless separate payment is specified in the Special Provisions.

The failure or refusal of the Contractor to construct and maintain detours at the proper time shall be sufficient cause for closing down the work until such detours are in satisfactory condition for use by public traffic.

Due care shall be exercised to avoid injury to existing improvements or facilities, utility Not for Construction
For Council Approval
Re-Bid

GC - 5:17

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] facilities, adjacent property and trees, shrubs, and other plants that are not to be removed.

Trees, shrubs and other plants that are not to be removed, and pole lines, fences, signs, survey markers and monuments, buildings and structures, conduits, pipe lines, sewer and waterlines, highway facilities, and any other improvements or facilities, under or above ground, that are within or adjacent to the work limit line shall be protected from injury or damage, and the Contractor shall provide and Install suitable safeguards to protect such objects from injury or damage. If such objects are injured or damaged by reason of the Contractor’s operations, they shall be replaced or restored at the Contractor’s expense. The facilities shall be replaced or restored to a condition as good as when the Contractor entered upon the Work Site, or as good as required by the Contract Documents if any such objects are part of the Work. The City may make or cause to be made such temporary repairs as are necessary to restore to service any damaged facility. The cost of such repairs shall be borne by the Contractor, and the costs may be deducted from any monies due or to become due to the Contractor under the Agreement.

The fact that any underground facilities is not shown on the Contract Drawings shall not relieve the Contractor of its responsibility pursuant to “Utility Facilities” in Section 2-1.12 elsewhere in the Contract Documents. It shall be the Contractor’s responsibility, pursuant thereto, to ascertain the location of such underground improvements or facilities, which may be subject to damage by reason of its operations.

Full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the Work involved in protecting or repairing property as specified in this section, shall be considered as included in the prices paid for the various Contract items of work and no additional compensation will be allowed therefor. 5-1.10 EMERGENCIES. In an Emergency affecting the safety of life, the Not for Construction
For Council Approval
Re-Bid

GC - 5:18

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Work, or adjoining property, the Contractor, without special instructions or authorization from the City, shall act at its discretion to prevent such threatened loss or injury. In such an Emergency, the Contractor may perform such additional work as is reasonably required. Any compensation claimed by the Contractor on account of Work performed to an Emergency shall be determined in accordance with the provisions relating to Force Account payment contained elsewhere in the Contract Documents.
5-1.11 APPRENTICES. Attention is directed to Labor Code Sections 1777.5, 1777.6 and 1777.7 and Title 8, California Code of Regulations Section 200 et seq. In accordance with Section 1777.5, the Contractor shall secure the necessary certificates and shall contribute to the apprenticeship fund or funds, a provided therein. The Contractor shall require each Subcontractor who will perform work or labor or render service to the Contractor in or about the construction of the work to fully comply with Sections 1777.5 and 1777.6 of the Labor Code. To insure compliance and complete understanding of the law regarding apprentices, and specifically the required ratio thereunder, each Contractor or Subcontractor should, where some questions exist, contact the Division of Apprenticeship Standards, , or one of its branch offices prior to commencement of Work on the public works Contract. Responsibility for compliance with this section lies with the prime Contractor.

It is State and City policy to encourage the employment and training of apprentices on public works Contracts as may be permitted under local apprenticeship standards. 5-1.12 FAIR LABOR STANDARDS ACT. Attention is invited to the fact that the City has been advised by the Wage and Hour Division, U.S. Department of Labor, that Contractors engaged in construction Work are required to meet the provisions of the Fair Labor Standards Act of 1958 and as amended (52 Stat. 1060).

Not for Construction
For Council Approval
Re-Bid

GC - 5:19

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 5-1.13 WORKERS' COMPENSATION. Pursuant to the requirements of Labor Code Section 1860, the Contractor will be required to secure the payment of workers' compensation to its employees in accordance with the provisions of Labor Code Section 3700.

Prior to the commencement of Work, the Contractor shall sign and file with the Director a certification in the following form:
“ I am aware of the provisions of Labor Code Section 3700 which require 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 of this Contract.”
5-1.14 AIR POLLUTION CONTROL AND ASBESTOS. The Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes which apply to any Work performed pursuant to the Contract, including any air pollution control rules, regulations, ordinances and statues, specified in Government Code Section 11017.

In the absence of any applicable air pollution control rules, regulations, ordinances or statutes governing solvents, all solvents, including but not limited to the solvent portions of paints, thinners, curing compounds, and liquid asphalt used on the project shall comply with the applicable material requirements of the applicable Air Quality Management District. All containers of solvent, paint, thinner, curing compound, or liquid asphalt shall be labeled to indicate that the contents fully comply with said requirements.

Unless otherwise provided in the Supplemental Conditions, material to be disposed of shall not be burned, either inside or outside the Premises.

The Contractor shall also comply with all rules, regulations, statutes and ordinances Not for Construction
For Council Approval
Re-Bid

GC - 5:20

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] regarding asbestos removal and disposal, including but not limited to, 42 U.S.C. Sections 7401, 7412 and 7601, 40 C.F.R. Part 61, Subpart M, and California Code of Regulations Section 1529, Title 8.

If the Contractor discovers that a building to be demolished or renovated contains asbestos containing material, the Contractor shall immediately cease Work and notify the City. 5-1.15 USE OF PESTICIDES. The Contractor shall comply with all local, state and federal rules and regulations of the Department of Food and Agriculture, the Department of Health, the Department of Industrial Relations and all other agencies which govern the use of pesticides required in the performance of the Work.

Pesticides shall include but shall not be limited to herbicides, insecticides, fungicides, rodenticides, germicides, nematocides, bactericides, inhibitors, fumigants, defoliants, desiccants, soil sterilants, and repellents.

Any substance or mixture of substances intended for preventing, repelling, mitigating, or destroying weed, insects, diseases, rodents, or nematodes and any substance or mixture of substances intended for use as a plant regulator, defoliant or desiccant shall be considered as pesticide.
5-1.16 SOUND AND LIGHT CONTROL REQUIREMENTS. The
Contractor shall comply with all local sound control, light control, and noise level rules, regulations and ordinances which apply to any Work performed pursuant to the Contract. Work shall not begin before 7 a.m. nor occur after 7 p.m., unless otherwise permitted by the City.

Each internal combustion engine, used for any purpose on the Work or related to the Work, shall be equipped with a muffler, in good working order, of a type recommended by the manufacturer. No internal combustion engine shall be operated on the project without said Not for Construction
For Council Approval
Re-Bid

GC - 5:21

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] muffler.
5-1.17 WEIGHT LIMITATIONS. Unless expressly permitted elsewhere in the Contract Documents, the Contractor shall not operate construction equipment or vehicles of any kind which, laden or unladen, exceed the maximum weight limits set forth in Division 15 of the Vehicle Code over completed or existing base, surfacing, pavement or structures. 5-1.18 ENVIRONMENTAL CLEARANCES; MITIGATION
MONITORING PROGRAMS; AND REGULATORY AGENCY PERMIT
REQUIREMENTS. The Department will obtain all environmental clearances and other authorizations necessary for this project as set forth in the Contract Documents. The Contractor shall comply with the provisions, including giving notices during construction when required, of said authorizations. In the event the obtaining of said authorizations delays completion of all or any portion of the Work, an extension of time determined pursuant to the provisions in Section 6-1.08, “Liquidated Damages,” of these General Conditions will be granted.

Contractor shall comply with: (1) all mitigation identified in the mitigation monitoring program (attached to and adopted as a component of the mitigated negative declaration or Environmental Impact Report) to mitigate impacts to protected natural resources; and (2) all related permit requirements issued by the regulatory agencies authorizing the project. Contractor shall defend, indemnify, and save and hold harmless the City, its officers, agents, employees, and volunteers from any fines, claims, suits, actions or regulatory sanctions of every name, kind and description brought forth, or on account of, damage to protected natural resources from or arising out of Contractor’s negligence or willful misconduct in the performance of this Agreement. 5-1.19 PERMITS AND LICENSES. The Contractor acknowledges and agrees that, prior to the submission of its bid for the Work, it fully familiarized itself with the Not for Construction
For Council Approval
Re-Bid

GC - 5:22

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] requirements of all applicable federal, state, county and municipal laws, codes, rules, and regulations, as well as the conditions of any required licenses and permits.

The Contractor shall procure all permits and licenses, including any applicable building permits (except those procured or to be procured by the City which are listed elsewhere in the Contract Documents), in coordination with the Director, pay all charges and fees, and give all notices necessary and incident to the due and lawful prosecution of the Work. Contractor shall be responsible for applying, paying all fees, and coordination for obtaining all permits for completion of the Work. All permits and licenses shall be obtained in sufficient time to prevent delays to the Work. Contractor will apply to the City for reimbursement for such permits costs.

Accordingly, Contractor should not include the anticipated costs for permits in its bid, as the necessary permit costs will be reimbursed by the City.

The California Environmental Quality Act (Public Resources Code, Section 21000 to 21177) may be applicable to permits, licenses and other authorizations which the Contractor must obtain from State or local agencies in connection with performing the Work. The Contractor shall comply with the provisions of that Act in obtaining such permits, licenses and other authorizations, and all permits, licenses and other authorizations shall be obtained in sufficient time to prevent delays to the Work.

The Contractor shall maintain the applicable Contractor’s license as identified in the Notice to Contractors and City business license for the duration of the Work. 5-1.20 WATER POLLUTION. The Contractor shall comply with all water pollution control rules, regulations, ordinances and statutes which apply to any Work performed pursuant to the Contract, including any water pollution control rules, regulations, and statutes, specified by the most current State of California NPDES General Permit for Stormwater Not for Construction
For Council Approval
Re-Bid

GC - 5:23

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Discharges Associated with Construction Activity.

The Contractor shall take all necessary precaution to protect streams, vernal pools, ponds, reservoirs, and lakes from pollution with fuels, oils, bitumen, calcium chloride, and other harmful materials as consistent with the law. Also, the Contractor shall conduct and schedule operations so as to avoid discharging pollutants, such as but not limited to: sediment and silt to the storm drain system. The storm drain system consists of all facilities that are designed to convey stormwater to the Waters of the State as defined in the California Water Code. The storm drain system includes, but is not limited to, all streets, gutters, drain inlets, roadside ditches, streams, vernal pools, ponds, and lakes. Care shall be exercised to preserve roadside vegetation beyond the limits of construction.
5-1.21 PROTECTION AND USE OF PROPERTY. The Contractor shall be responsible for and provide and maintain all proper temporary walkways, covered walkways, barriers, roads, guards, railings, lights, warning signs, and take precaution at all times to avoid injury or damage to any person or any property, and upon completion of the Work, or at other times as directed, restore Premises and adjacent property to a proper condition. In the event of such injury or damage, Contractor shall report such injury and damage to City within forty-eight (48) hours of occurrence.

The Contractor shall protect adjoining property and nearby buildings, including City buildings, City roads, and public streets or roads, from dust, dirt, debris, or the nuisance arising out of the Contractor's operations or storage practices, and, if ordered by the Director, the Contractor shall provide and Install suitable safeguards, approved by the Director, to protect such objects from damage. If such objects are damaged by reason of the Contractor's operations, they shall be replaced or restored at the Contractor's expense.

Not for Construction
For Council Approval
Re-Bid

GC - 5:24

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] If the Contractor damages any buildings, roads , utilities, or other property which belong to the City, or any Department or agency thereof, then the Director, at his or her option, may retain from the money due under the Contract an amount sufficient to insure repair of the damage.

The Director may make or cause to be made such temporary repairs as are necessary to restore to service any such damaged facility. The cost of such repairs shall be borne by the Contractor and may be deducted from any moneys due or to become due the Contractor under the Contract.
5-1.22 RESPONSIBILITY FOR DAMAGE AND INDEMNIFICATION.

The City of Roseville, its officers, agents, employees, and volunteers, including but not limited to the Director and his or her designee, shall not be answerable or accountable in any manner: for any loss or damage that may happen to the Work or any part thereof; for any loss or damage to any of the materials or other things used or employed in performing the Work; for injury to or death of any person, either workers or the public; or for damage to property from any cause which might have been prevented by the Contractor, its workers, or anyone employed by the Contractor or the Contractor's Subcontractors.

The Contractor shall be responsible for any liability imposed by law and for injuries to, or death of, any person including, but not limited to, workers and the public, or damage to property resulting from defects or obstructions, or from any cause whatsoever during the progress of the Work or at any time before its completion and final Acceptance.

To the fullest extent allowed by law, the Contractor shall defend (through counsel acceptable to the City), indemnify, and save and hold harmless the City, and its respective officers, agents, Subcontractors, employees, and volunteers, and the successors and assigns of Not for Construction
For Council Approval
Re-Bid

GC - 5:25

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] any of them, (hereinafter referred to as “Indemnitees”) from and against all claims, demands, liability, suits, actions, costs or expenses for any and all loss or damage, including but not limited to, personal injury, property damage, or economic loss, arising out of or resulting from allegations of (1) Contractor’s use of the City’s property or any activities or Work performed hereunder by the Contractor; (2) the Contractor’s performance of the Work under the Agreement; or (3) the Contractor’s breach of any provision of the Agreement. The duty of the Contractor to indemnify and save harmless includes the duties to defend as set forth in Civil Code Section 2778. The only exception to these provisions is that the Contractor’s obligations under this section will not apply to the extent that the claims, demands, liability, suits, actions, costs or expenses are caused by Indemnitees’ active negligence, willful misconduct, criminal acts, or for defects in design furnished by the Indemnitees, misconduct, criminal acts, or for defects in design furnished by the Indemnitees.

The Contractor waives any and all rights to any type of express or implied indemnity against the City, its officers, agents, employees, or volunteers.

The Contractor’s responsibility for such defense and indemnity obligations shall survive the termination or completion of this Contract for the full period of time allowed by law. The defense and indemnity obligations of this Contract are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Contract. The parties intend that the defense and indemnity obligations in this Contract shall be broadly construed.

Any person, firm or corporation that Contractor authorizes to Work on the City’s property including Subcontractors, shall be deemed to be an agent of the Contractor for purposes herein, shall be subject to all the applicable terms herein, and shall be within the scope of the Contractor’s indemnity obligation described herein.

Not for Construction
For Council Approval
Re-Bid

GC - 5:26

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] In addition to any remedy authorized by law, so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the Department may be retained by the City until disposition has been made of such suits or claims for damages.

The retention of money due the Contractor shall be subject to the following:

A. The City will give the Contractor thirty (30) Days’ notice of its intention to retain funds from any partial payment which may become due to the Contractor prior to Acceptance of the Contract. Retention of funds from any payment made after Acceptance of the Contract may be made without such prior notice to the Contractor.

B. No retention of additional amounts out of partial payments will be made if the amount to be retained does not exceed the amount being withheld from partial payments pursuant to Section 7-1.07, “Progress Payments,” of these General Conditions.

C. If the City has retained funds and it is subsequently determined that the City is not entitled to be indemnified and saved harmless by the Contractor in connection with matter for which such retention was made, the Department shall be liable for interest on the amount retained at the legal rate of interest for the period of such retention. 5-1.23 INSURANCE COVERAGE.

GC - 5:27

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] provide ten (10) days prior written notice to the City of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.

C. Insurance Required.

1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.

GC - 5:28

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Endorsement CG 2037 10 01. Any other endorsement must be approved in writing by the City.

Endorsements must include coverage for on-going and completed operations, which coverage shall be maintained for four (4) years following completion of the Project. Endorsements shall cover the City of Roseville, its officers, agents, employees, and volunteers. b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, cross- liability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss. d. Such insurance shall specifically cover the contractual liability of the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.

2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), or if Contractor has no owned autos, Code 8 (hired) and Code 9 Not for Construction
For Council Approval
Re-Bid

GC - 5:29

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.

5. Builder’s Risk/Course of Construction Insurance (If Required by Risk Management): The Contractor shall be responsible for all loss, damage or destruction whatsoever to the work called for by this Contract until the approval of a Notice of Completion or acceptance of the Work if no Notice of Completion is to be recorded.

GC - 5:30

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.

The policies providing such insurance shall name the City as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.

Builder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of

3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.

6. Pollution Coverage: Contractor shall procure pollution liability coverage or other insurance covering claims for bodily injury or property damage arising out of the abatement, removal, storage, transportation, or other exposure to hazardous materials or pollutants, in limits not less than Two Million Dollars ($2,000,000). Contractor shall add the City and all parties required to be indemnified by Contractor as additional insured on all pollution liability policies.

Not for Construction
For Council Approval
Re-Bid

GC - 5:31

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 5-1.24 OTHER INSURANCE PROVISIONS.

B. The City acknowledges that some insurance requirements contained in these Standard Specifications may be fulfilled by self-insurance on the part of the Contractor.

However, this shall not in any way limit liabilities assumed by Contractor under the Contract.

Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by City in writing. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.

C. The Contractor agrees to include in its contracts with all subcontractors the same requirements and provisions of this Contract, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor’s work. Furthermore, the Contractor shall require its subcontractors to agree to be bound to the Contractor and the City in the same manner and to the same extent as the Contractor is bound to the City under this Contract. Additionally, the Contractor shall obligate its subcontractors to comply with these Not for Construction
For Council Approval
Re-Bid

GC - 5:32

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of the City’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, the Contractor may insure subcontractor(s) under its own policy.

E. The limits of insurance required in this Contract may be satisfied by a combination of primary and excess insurance. Any excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of the City (if agreed to in a written contract) before the City’s own insurance shall be called upon to protect it as a named insured.

GC - 5:33

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] retention payments, and/or increased premiums incurred if the City’s policies of insurance are forced to cover damages or respond to claims for which Contractor or its Subcontractors were obligated to provide insurance under the Contract.

H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.

J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY

PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.
5-1.25 THIRD PARTY BENEFICIARY. No provisions in the Contract Documents shall in any way inure to the benefit any third party (including the public at large or any member thereof) so as to constitute such person a third party beneficiary of the Contract, or of any term or condition or other provision of the Contract or otherwise give rise to any cause of action in any person not a party to the Agreement, except as expressly provided elsewhere in the Contract Documents.
5-1.26 COORDINATION AND ACCESS. The Contractor acknowledges that the City may award, or has already awarded, other construction contracts for additional work or may perform additional work with its own forces and that such work may affect the Work under this Agreement. Additionally, the Contractor acknowledges that the State and other public and private agencies may be granted a right-of-entry by the City for the purpose of constructing Not for Construction
For Council Approval
Re-Bid

GC - 5:34

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] facilities within and adjacent to the Work Site. It is the obligation of the Contractor to coordinate its Work with the work of others working within or adjacent to the City’s property.

During performance of its Work, the Contractor shall not have exclusive access to or use of the work areas. The City may also require that certain facilities and areas be used concurrently by the Contractor and by other contractors working in the area. When two (2) or more contractors are employed on related or adjacent City work, each shall conduct its operations in such a manner as not to cause any unnecessary delay or hindrance to the other.

Each contractor shall be responsible to the other for all damage to any work, to persons or property caused to the other by its operations, and for loss caused the other due to any unnecessary delays or failure to finish the work within the time specified for completion.

If any party of the Contractor’s Work depends on the work of any other contractor and/or the City for proper execution and/or results, the Contractor shall promptly notify the City of any discrepancies and/or defects in said other work that would render its work unsuitable for proper execution and/or results prior to proceeding with the Contractor’s own Work. If it becomes necessary, the City will resolve coordination and access problems.

The Contractor and i ts representative in charge of the Work shall familiarize themselves with the City’s property and Work Site, and adjacent surroundings in the vicinity of said Wok, and any private or public operations on adjoining properties. 5-1.27 OCCUPANCY BY THE DEPARTMENT PRIOR TO
ACCEPTANCE. The City may at any time notify the Contractor in writing that it intends to take Beneficial Occupancy of any portion of the Work even though the Work may not be substantially complete. Unless the reason for the City’s taking Beneficial Occupancy is that the Contractor has not completed the Work (or portions thereof) in accordance with the Contract Not for Construction
For Council Approval
Re-Bid

GC - 5:35

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] Time, the City’s Beneficial Occupancy shall relieve the Contractor from its responsibility for maintenance, loss or damage to that portion of the Work for which the City has taken Beneficial Occupancy other than that resulting from the Contractor’s act or omission, negligence, willful misconduct or breach of warranty.

Should the Work (or portion thereof) not be completed in accordance with the Construction Schedule within the Contract Time (as adjusted under the terms of the Contract Documents), the City shall have the right, but not the obligation, to take Beneficial Occupancy of the Work. In such event, the Contractor shall not be entitled to any additional compensation on account of said occupancy by the City, nor shall the Contractor be relieved of any of its responsibilities under the Contract Documents, including, without limitation, Contractor’s obligation to complete the Work in accordance with the Construction Schedule.

Beneficial Occupancy shall not be deemed an Acceptance by the City either of the Work or of any portion thereof, nor will it relieve the Contractor of full responsibility for correcting defective Work or materials found at any time before the formal written Acceptance of the entire Contract by the Director or during the full warranty period after such Acceptance, as provided in Section 7-1.12, “Warranty,” of these General Conditions.

The City’s Beneficial Occupancy shall not relieve the Contractor of its responsibility to maintain all insurance and bonds required under the Contract Documents until the entire project is accepted by the City.
5-1.28 RIGHT TO OPERATE UNSATISFACTORY FACILITIES AND
EQUIPMENT. If, after Installation, the operation or use of the facilities or equipment to be furnished under this Contract proves to be unsatisfactory to the Director, the City shall have the right to operate and use such facilities or equipment until they can, without damage to the City, Not for Construction
For Council Approval
Re-Bid

GC - 5:36

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] be taken out of service for correction or replacement. Such period of use of the defective facilities or equipment, pending correction or replacement, shall in no way decrease the warranty period required for the acceptable corrected or replaced facilities or equipment. 5-1.29 CONTRACTOR'S RESPONSIBILITY FOR THE WORK. Except as otherwise provided herein, the Contractor shall have the charge and care of the Work and shall bear the risk of injury or damage to any part of the Work by the action of the elements or from any other cause whether arising from the execution or from the nonexecution of the Work until the Acceptance of the Contract by the Director. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the Work occasioned by any cause before its completion and Acceptance, and shall bear the expense thereof. In case of suspension of Work from any cause whatever, the Contractor shall be responsible for the Work and it shall also be responsible for all materials, and shall properly store them if necessary, and shall provide suitable drainage and erect temporary structures where necessary.

The Contractor will be relieved of responsibility for any injury or damage to the Work caused by the following:

A. An earthquake in excess of a magnitude of 3.5 on the Richter Scal e or a tidal wave, when the effect of such has been proclaimed a disaster or state of emergency by the Governor of the State of California or by the President of the United States, or was of such magnitude at the site of the Work as to have been sufficient to have caused a proclamation of disaster or state of emergency, had it occurred in a populated area.

B. Occupancy and use by the Department or the public prior to the completion of the entire project.

C. Acts of the Federal Government or the public e nemy.

Not for Construction
For Council Approval
Re-Bid

GC - 5:37

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] 5-1.30 RESPONSIBILITY FOR UTILITIES. The Contractor shall be responsible at its own cost for any and all Work, expense or special precautions caused or required by the existence or proximity of utilities encountered in performing the Work, including without limitation, repair of any or all damage and all hand or exploratory excavation required.

The Contractor is cautioned that such utilities may include communication cables or electrical cables which may be high voltage, and when working or excavating in the vicinity of such cables, or the ducts enclosing such cables, the Contractor shall undertake at its own cost any special precautions required. Suitable warning signs, barricades, and safety devices shall be erected as necessary or required.

However, if during the course of the Work the Contractor encounters utility I nstallations which are not shown or indicated in the Contract Documents or which are found in a location substantially different from that shown, and such utilities are not reasonably apparent from visual examination, then the Contractor shall promptly notify the Director in writing. Where necessary for the Work of the Contract, the Director shall issue a written order to the Contractor to make such adjustments, rearrangement, repair, removal, alteration, or special handling of such utility, including repair of the damaged utility. The Contractor shall perform the Work described in such written order, and compensation therefor will be made in accordance with Section 3 of these General Conditions relating to changes in the Work. Except for the items of cost specified in said Section 3, the Contractor shall receive no compensation for any other cost, damage, delay, interference, or hindrance to him or her due to the presence of such utility. If the Contractor fails to give the notice specified above and thereafter acts without instructions for the Director, then the Contractor shall be liable for any or subsequent to discovery thereof, and the Contractor shall repair and make good such damage at its own cost.

Not for Construction
For Council Approval
Re-Bid

GC - 5:38

[L:\agreement\form agreements\Project Manuals\buildings & grounds.docx; 3/8/2022] The precise location of underground facilities can only be determined by careful probing or hand digging in compliance with Article 6 of the Cal/OSHA Construction Safety Orders which states in part:
“Prior to opening an excavation, effort shall be made to determine whether underground installations, i.e., sewer, water, fuel, electric lines, etc., will be encountered, and if so, where such underground installations are located. When the excavation approaches the approximate location of such an installation, the exact location shall be determined by careful probing or hand digging, and, when it is uncovered, adequate protection shall be provided for the existing installation.” The location of known existing utilities and pipelines are shown on the Contract Drawings in their approximate locations. Some of the locations include multiple conduits. The Contractor shall exercise care in avoiding damage to those facilities which are to remain in service subsequent to the construction of the particular new facility involved and the Contractor will be held responsible for any repairs if damaged. The Contractor shall also exercise care in maintaining those pipes and facilities required for continuing operation of the existing facilities until such time as they can be abandoned. There is no guarantee that all utilities or obstructions are shown on the Contract Drawings or that the locations indicated are accurate.

Roseville City CouncilFebruary 1, 2023

Roseville City Council
February 1, 2023