Agenda packet — Roseville City Council, April 16, 2025 (part 10 of 27)

Footings recommended above may be designed for a maximum allowable bearing pressure of 3,000 pounds per square foot (psf) for dead-plus-live loads. This bearing capacity may be increased by one-third for the short-term effects of wind or seismic loading.

The maximum allowable bearing pressure is a net value; the weight of the footing may be neglected for design purposes. Footings located adjacent to utility trenches should have their bearing surfaces below an imaginary 1:1 (horizontal:vertical) plane projected upward from the bottom edge of the trench to the footing.

6.2 WATERSTOP
If a two-pour system is used for footings and slab, the cold joint between the exterior footing and slab-on-grade should be located at least 4 inches above adjacent finish exterior grade. If this is not done, then we recommend the addition of a waterstop between the two pours to reduce moisture penetration through the cold joint and migration under the slab. Use of a monolithic pour would eliminate the need for the waterstop.

6.3 REINFORCEMENT
The structural engineer should design footing reinforcement to support the intended structural loads without excessive settlement. Reinforce continuous footings with top and bottom steel to provide structural continuity and to permit spanning of local irregularities. At a minimum, design continuous footings to structurally span a clear distance of 5 feet.

6.4 FOUNDATION LATERAL RESISTANCE
Lateral loads may be resisted by friction along the base and by passive pressure along the sides of foundations. The passive pressure is based on an equivalent fluid pressure in pounds per cubic foot (pcf). We recommend the following allowable values for design. • Passive Lateral Pressure: 300 pcf
• Coefficient of Friction: 0.35
The above allowable values include a factor of safety of 1.5. Increase the above values by one-third for the short-term effects of wind or seismic loading. Passive lateral pressure should not be used for footings on or above slopes.

6.5 SETTLEMENT
Provided our report recommendations are followed and given the proposed construction (Section 1.3), we estimate total and differential foundation settlements to be less than approximately 1 and ¾ inches, respectively.

City of Roseville The Dry Creek Wastewater Treatment Plant Operations Building 4438.000.002 Geotechnical Exploration
Page | 15 May 10, 2023

7.0 SLABS-ON-GRADE

7.1 INTERIOR CONCRETE FLOOR SLABS

7.1.1 Minimum Design Section
We recommend the following minimum design.

1. Provide a minimum concrete thickness of 6 inches.

2. Place minimum steel reinforcing of No. 3 rebar on 18-inch centers each way within the middle third of the slab to help control the width of shrinkage cracking that inherently occurs as concrete cures.

The structural engineer should provide final design thickness and additional reinforcement for any structural loads, including traffic or rack loads.

7.1.2 Slab Moisture Vapor Reduction
When buildings are constructed with concrete slab-on-grade, water vapor from beneath the slab will migrate through the slab and into the building. This water vapor can be reduced but not stopped. Vapor transmission can negatively affect floor coverings and lead to increased moisture within a building. When water vapor migrating through the slab would be undesirable, we recommend the following to reduce, but not stop, water vapor transmission upward through the slab-on-grade.

1. Construct a moisture retarder system directly beneath the slab on-grade that consists of the following.
a. Vapor retarder membrane sealed at all seams and pipe penetrations and connected to all footings. Vapor retarders shall conform to Class A vapor retarder in accordance with ASTM E 1745, latest edition, “Standard Specification for Plastic Water Vapor Retarders used in Contact with Soil or Granular Fill under Concrete Slabs.” The vapor retarder should be underlain by:
b. 4 inches of clean crushed rock. Crushed rock should have 100 percent passing the ¾-inch sieve and less than 5 percent passing the No. 4 Sieve.

2. Use a concrete water-cement ratio for slabs-on-grade of no more than 0.50.

3. Provide inspection and testing during concrete placement to check that the proper concrete and water cement ratio are used.

4. Moist cure slabs for a minimum of 3 days or use other equivalent curing specified by the structural engineer.

The structural engineer should be consulted as to the use of a layer of clean sand or pea gravel (less than 5 percent passing the U.S. Standard No. 200 Sieve) placed on top of the vapor retarder membrane to assist in concrete curing.

City of Roseville The Dry Creek Wastewater Treatment Plant Operations Building 4438.000.002 Geotechnical Exploration
Page | 16 May 10, 2023

7.2 EXTERIOR FLATWORK
Exterior flatwork includes items such as concrete sidewalks, steps, and outdoor courtyards exposed to foot traffic only. Provide a minimum concrete flatwork thickness of 4 inches. Construct control and construction joints in accordance with current Portland Cement Association Guidelines.

7.3 TRENCH BACKFILL
Backfill and compact all trenches below building slabs-on-grade and to 5 feet laterally beyond any edge in accordance with 5.7.2.

8.0 RETAINING WALLS

8.1 LATERAL SOIL PRESSURES
Design proposed retaining walls to resist lateral earth pressures from adjoining natural materials and/or backfill and from any surcharge loads. Provided that adequate drainage is included as recommended below, design walls restrained from movement at the top to resist an equivalent fluid pressure of 60 pounds per cubic foot (pcf). In addition, design restrained walls to resist an additional uniform pressure equivalent to one-half of any surcharge loads applied at the surface.

Design unrestrained retaining walls with adequate drainage to resist an equivalent fluid pressure of 40 pcf plus one-third of any surcharge loads.

The above lateral earth pressures assume level backfill conditions and sufficient drainage behind the walls to prevent any build-up of hydrostatic pressures from surface water infiltration and/or a rise in the groundwater level. If adequate drainage is not provided, we recommend that an additional equivalent fluid pressure of 40 pcf be added to the values recommended above for both restrained and unrestrained walls. Damp-proofing of the walls should be included in areas where wall moisture would be problematic.

Construct a drainage system, as recommended below, to reduce hydrostatic forces behind the retaining wall.

8.2 RETAINING WALL DRAINAGE
Construct either graded rock drains or geosynthetic drainage composites behind the retaining walls to reduce hydrostatic lateral forces. For rock drain construction, we recommend two types of rock drain alternatives.

1. A minimum 12-inch-thick layer of Class 2 Permeable Filter Material (Caltrans Specification 68-2.02F) placed directly behind the wall, or

2. A minimum 12-inch-thick layer of washed, crushed rock with 100 percent passing the ¾-inch sieve and less than 5 percent passing the No. 4 sieve. Envelop rock in a minimum 6-ounce, nonwoven geotextile filter fabric.

City of Roseville The Dry Creek Wastewater Treatment Plant Operations Building 4438.000.002 Geotechnical Exploration
Page | 17 May 10, 2023
For both types of rock drains:

1. Place the rock drain directly behind the walls of the structure.

2. Extend rock drains from the wall base to within 12 inches of the top of the wall.

3. Place a minimum of 4-inch-diameter perforated pipe (glued joints and end caps) at the base of the wall, inside the rock drain and fabric, with perforations placed down.

4. Place pipe at a gradient at least 1 percent to direct water away from the wall by gravity to a drainage facility.

ENGEO should review and approve geosynthetic composite drainage systems prior to use.

8.3 BACKFILL
Backfill behind retaining walls should be placed and compacted in accordance with Section 5.6.

Use light compaction equipment within 5 feet of the wall face. If heavy compaction equipment is used, the walls should be temporarily braced to avoid excessive wall movement.

8.4 FOUNDATIONS
Retaining walls may be supported on continuous footings designed in accordance with recommendations presented in Section 6.1.

9.0 PAVEMENT DESIGN

9.1 FLEXIBLE PAVEMENTS
We obtained a representative bulk sample of the surface soil from the site and performed an R-value test to provide data for pavement design. The results of the test are included in Appendix B and indicate an R-value of 20, which we judged to be appropriate for design. Using estimated traffic indexes for various pavement loading requirements, we developed the following recommended pavement sections using Chapter 633 of the 2020 Caltrans Highway Design Manual (including the asphalt factor of safety), presented in the table below.

TABLE 9.1-1: Recommended Asphalt Concrete Pavement Sections

TRAFFIC INDEX

SECTION

ASPHALT CONCRETE
(inches)
CLASS 2 AGGREGATE BASE
(inches)
5 3 8
6 3½ 10
7 4 12
The civil engineer should determine the appropriate traffic indexes based on the estimated traffic loads and frequencies.

City of Roseville The Dry Creek Wastewater Treatment Plant Operations Building 4438.000.002 Geotechnical Exploration
Page | 18 May 10, 2023

9.2 RIGID PAVEMENTS
Use concrete pavement sections to resist heavy loads and turning forces in areas such as fire lanes or trash enclosures. Final design of rigid pavement sections and accompanying reinforcement should be performed based on estimated traffic loads and frequencies. We recommend the following minimum design sections for rigid pavements. • Use a minimum section of 6 inches of Portland Cement concrete over 6 inches of Caltrans Class 2 Aggregate Base.
• Concrete pavement should have a minimum 28-day compressive strength of 3,500 psi. • Provide minimum control joint spacing in accordance with Portland Cement Association guidelines.

9.3 SUBGRADE AND AGGREGATE BASE COMPACTION
Compact finish subgrade and aggregate base in accordance with Section 5.6. Aggregate Base should meet the requirements for ¾-inch maximum Class 2 AB in accordance with Section 26-1.02B of the latest Caltrans Standard Specifications.

10.0 LIMITATIONS AND UNIFORMITY OF CONDITIONS
This report presents geotechnical recommendations for design of the improvements discussed in Section 1.3 for the Dry Creek Wastewater Treatment Plan Operations Building project. If changes occur in the nature or design of the project, we should be allowed to review this report and provide additional recommendations, if any. It is the responsibility of the owner to transmit the information and recommendations of this report to the appropriate organizations or people involved in design of the project, including but not limited to developers, owners, buyers, architects, engineers, and designers. The conclusions and recommendations contained in this report are solely professional opinions and are valid for a period of no more than 2 years from the date of report issuance.

We strived to perform our professional services in accordance with generally accepted principles and practices currently employed in the area; there is no warranty, express or implied. There are risks of earth movement and property damages inherent in building on or with earth materials.

We are unable to eliminate all risks; therefore, we are unable to guarantee or warrant the results of our services.

This report is based upon field and other conditions discovered at the time of report preparation.

We developed this report with limited subsurface exploration data. We assumed that our subsurface exploration data are representative of the actual subsurface conditions across the site. Considering possible underground variability of soil and groundwater, additional costs may be required to complete the project. We recommend that the owner establish a contingency fund to cover such costs. If unexpected conditions are encountered, ENGEO must be notified immediately to review these conditions and provide additional and/or modified recommendations, as necessary.

Our services did not include excavation sloping or shoring, soil volume change factors, flood potential, or a geohazard exploration. In addition, our geotechnical exploration did not include work to determine the existence of possible hazardous materials. If any hazardous materials are encountered during construction, the proper regulatory officials must be notified immediately.

City of Roseville The Dry Creek Wastewater Treatment Plant Operations Building 4438.000.002 Geotechnical Exploration
Page | 19 May 10, 2023
This document must not be subject to unauthorized reuse, that is, reusing without written authorization of ENGEO. Such authorization is essential because it requires ENGEO to evaluate the document’s applicability given new circumstances, not the least of which is passage of time.

Actual field or other conditions will necessitate clarifications, adjustments, modifications or other changes to ENGEO’s documents. Therefore, ENGEO must be engaged to prepare the necessary clarifications, adjustments, modifications or other changes before construction activities commence or further activity proceeds. If ENGEO’s scope of services does not include on-site construction observation, or if other persons or entities are retained to provide such services, ENGEO cannot be held responsible for any or all claims arising from or resulting from the performance of such services by other persons or entities, and from any or all claims arising from or resulting from clarifications, adjustments, modifications, discrepancies or other changes necessary to reflect changed field or other conditions.

We determined the lines designating the interface between layers on the exploration logs using visual observations. The transition between the materials may be abrupt or gradual. The exploration logs contain information concerning samples recovered, indications of the presence of various materials such as clay, sand, silt, rock, existing fill, etc., and observations of groundwater encountered. The field logs also contain our interpretation of the subsurface conditions between sample locations. Therefore, the logs contain both factual and interpretative information. Our recommendations are based on the contents of the final logs, which represent our interpretation of the field logs.

City of Roseville The Dry Creek Wastewater Treatment Plant Operations Building 4438.000.002 Geotechnical Exploration
May 10, 2023

SELECTED REFERENCES
California Building Code. 2022.

California Geologic Survey. 2008. Special Publication 117A, Guidelines for Evaluating and Mitigating Seismic Hazards in California.

California Geological Survey. 2018. Earthquake Fault Zones – A Guide for Government Agencies, Property Owners / Developers, and Geoscience Practitioners for Assessing Fault Rupture Hazards in California: Special Publication 42 (SP42), available at https://www.conservation.ca.gov/cgs/Documents/Publications/SpecialPublications/SP_042.pdf California Department of Transportation (Caltrans). 2020. Highway Design Manual. Sacramento, California.

Division of Mines and Geology. 1997. Special Publication 117, Guidelines for Evaluation and Mitigating Seismic Hazards in California. Adopted March 13.

ENGEO. 2003. Geotechnical Report for Dry Creek Wastewater Treatment Plant, Cooling Towers, 1800 Booth Road, Roseville, California. February 5, 2003. Project No. 4438.5.051.01.

ENGEO. 2006. Geotechnical Report for Maintenance Facility Building, Dry Creek Wastewater Treatment Plant, 1800 Booth Road, Roseville, California. May 6, 2006. Project No. 4438.5.054.01.

ENGEO. 2008. Geotechnical Report for Wastewater Collection Division Shop, Building Expansion, Dry Creek Wastewater Treatment Plant, Roseville, California. October 24, 2008. Project No. 4438.505.402.

ENGEO. 2022. Foundation Exploration for Dry Creek Wastewater Treatment Facility, 1800 Booth Road, Roseville, California. August 11, 2022. Project No. 4438.000.001.

Field et al. 2015. Long-Term Time-Dependent Probabilities for the Third Uniform California Earthquake Rupture Forecast (UCERF3). Bulletin of the Seismological Society of America, Vol 105, No. 2A, pp. 511-543.

Gutierrez, C.I., California Geological Survey (CGS). 2011. Preliminary Geologic Map of the Sacramento 30’ x 60’ Quadrangle, California [map]. 1:100,000.

Nineteen Six Architects. 2023. Plans for Dry Creek Wastewater Treatment Plant, City of Roseville, 1800 Booth Road, Roseville, California. March 15, 2023.

Roberge, P. 2006. Corrosion Basics: An Introduction, 2nd Edition. National Association of Corrosion Engineers.

Structural Engineers Association of California (SEAOC). 1999. Recommended Lateral Force Requirements and Commentary (Blue Book).

City of Roseville The Dry Creek Wastewater Treatment Plant Operations Building 4438.000.002 Geotechnical Exploration
SELECTED REFERENCES (Continued)
May 10, 2023
Warren Consulting Engineers, Inc. 2022. Utility Survey for Dry Creek Wastewater Treatment Plant at 1800 Booth Road, City Of Roseville, Placer County, California. November 5, 2023.

Wills. 2015. CGS Map Sheet 48: Shear-wave velocity in Upper 30m of Surficial Geology (Vs30), https://maps-cnra-cadoc.opendata.arcgis.com/datasets/cadoc::cgs-map-sheet-48-shearwave-velocity-in-upper-30m-of-surficial-geology-vs30/about

FIGURES
FIGURE 1: Vicinity Map
FIGURE 2: Site Plan
FIGURE 3: Regional Geologic Map
FIGURE 4: Regional Faulting and Seismicity
0 1,000 2,000
FEET
COPYRIGHT @ 2023 BY ENGEO INCORPORATED. THIS DOCUMENT MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS WHATSOEVER, NOR MAY IT BE QUOTED WITHOUT THE EXPRESS WRITTEN CONSENT OF ENGEO INCORPORATED.

PATH: G:\DRAFTING\PROJECTS\4438\4438000002\GEOTECH\GEX\DRY CREEK WASTEWATER TREATMENT PLANT OPERATIONS BUILDING.APRX ORIGINAL FIGURE PRINTED IN COLOR LAYOUT: VICINITY USER: QLIANG
BASEMAP SOURCE: GOOGLE EARTH MAPPING SERVICE 2022
SCALE: AS SHOWN 1
FIGURE NO.

DRAWN BY: QRL CHECKED BY:MGB
PROJECT NO. : 4438.000.002

ROSEVILLE, CALIFORNIA

DRY CREEK WASTEWATER TREATMENT PLANT OPERATIONS BUILDING

VICINITY MAP
Atwell St
Junction Blvd
C
o
o
k
Riolo
R
d
line Rd
Pa
ml
e
r
s
o
n
D
r
Elefa St
Country
Cl
Junction Blvd
Central Ave
Booth Rd
Church St
V
e
r
n
o
n
S
t
Dawnridge Rd
HickorySt
Elm St
Grove St
Pleasant St
B
r
a
d
y
L
n
Circuit Dr
6th St
P
o
r
t
e
r
D
r
Fig St
Melody
L
n
R
ainie
r
Aly
5th St
Whyte Ave
Pfe Rd
Vineyard Rd
Atkinson St
Riv
e
r
sid
e
A
v
e
Main St
F
o
othills
Blvd
Cirby Way
Baseline Rd
Lower Dry
Creek
Outlook Dr
Butternut
Dr
Orlan
L
SITE
80 ROSEVILLE

TRAIN STATION
0 25 50
COPYRIGHT @ 2023 BY ENGEO INCORPORATED. THIS DOCUMENT MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS WHATSOEVER, NOR MAY IT BE QUOTED WITHOUT THE EXPRESS WRITTEN CONSENT OF ENGEO INCORPORATED.

FEET
PATH: G:\DRAFTING\PROJECTS\4438\4438000002\GEOTECH\GEX\DRY CREEK WASTEWATER TREATMENT PLANT OPERATIONS BUILDING.APRX ORIGINAL FIGURE PRINTED IN COLOR LAYOUT: SITE PLAN USER: QLIANG
BASEMAP SOURCE: NINETEENSIX ARCHITECTS, 2023, GOOGLE EARTH MAPPING SERVICE 2022 SCALE: AS SHOWN 2
FIGURE NO.

DRAWN BY: QRL CHECKED BY: MGB
PROJECT NO. : 4438.000.002

ROSEVILLE, CALIFORNIA

DRY CREEK WASTEWATER TREATMENT PLANT OPERATIONS BUILDING

SITE PLAN

PROJECT SITE
BORING WITH FILL THICKNESS (ENGEO, 2023)

ALL LOCATIONS ARE APPROXIMATE

EXPLANATION
Booth Rd
D
a
n
k
b
a
r
L
n
Dankbar Ln
B
e
d
ell L
n
B
e
d
ell L
n

EXISTING UNDERGROUND DUCT BANK
EXISTING UNDERGROUND DUCT BANK ABANDONED UNDERGROUND 6" SLUDGE LINE 2-B1
2-B3
6½ ft
2-B2
2 ft

ALL LOCATIONS ARE APPROXIMATE

EXPLANATION
COPYRIGHT @ 2023 BY ENGEO INCORPORATED. THIS DOCUMENT MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS WHATSOEVER, NOR MAY IT BE QUOTED WITHOUT THE EXPRESS WRITTEN CONSENT OF ENGEO INCORPORATED. 0 2,000 4,000
FEET
BASEMAP SOURCE: GUTIERREZ 2011
Qm1 LOWER MEMBER MODESTO FORMATION
Qr3 UPPER UNIT RIVERBANK FORMATION
Qtl TURLOCK LAKE FORMATION
Qr2 MIDDLE UNIT RIVERBANK FORMATION
PATH: G:\DRAFTING\PROJECTS\4438\4438000002\GEOTECH\GEX\DRY CREEK WASTEWATER TREATMENT PLANT OPERATIONS BUILDING.APRX ORIGINAL FIGURE PRINTED IN COLOR LAYOUT: GEOLOGIC USER: QLIANG
3 FIGURE NO.

DRAWN BY: XX CHECKED BY:MGB
SCALE: AS SHOWN
PROJECT NO. : 4438.000.002

ROSEVILLE, CALIFORNIA

REGIONAL GEOLOGIC MAP
SITE

DRY CREEK WASTEWATER TREATMENT PLANT OPERATIONS BUILDING

ALL LOCATIONS ARE APPROXIMATE

EXPLANATION
0 7.5 15
Miles
COPYRIGHT @ 2023 BY ENGEO INCORPORATED. THIS DOCUMENT MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS WHATSOEVER, NOR MAY IT BE QUOTED WITHOUT THE EXPRESS WRITTEN CONSENT OF ENGEO INCORPORATED.

BASE MAP SOURCE
PATH: G:\DRAFTING\PROJECTS\4438\4438000002\GEOTECH\GEX\DRY CREEK WASTEWATER TREATMENT PLANT OPERATIONS BUILDING.APRX LAYOUT: FAULT&SEISMICITY - 2020 USER: QLIANG

ORIGINAL FIGURE PRINTED IN COLOR
4 FIGURE NO.

DRAWN BY: QRL CHECKED BY:MGB
SCALE: AS SHOWN
PROJECT NO. : 4438.000.002

ROSEVILLE, CALIFORNIA

DRY CREEK WASTEWATER TREATMENT PLANT OPERATIONS BUILDING

REGIONAL FAULTING AND SEISMICITY MAP

ESRI, GEBCO, DELORME, NATURALVUE
COLOR HILLSHADE IMAGE BASED ON THE NATIONAL ELEVATION DATA SET (NED) AT 30 METER RESOLUTION U.S.G.S. QUATERNARY FAULT DATABASE, 2020
U.S.G.S. HISTORIC EARTHQUAKE DATABASE (1800-PRESENT)
U.S.G.S OPEN-FILE REPORT 96-705

GREAT VALLEY FAULT ZONE
MAGNITUDE 5-6
MAGNITUDE 6-7
MAGNITUDE 7+

EARTHQUAKE
QUATERNARY FAULTS 2020

BASED ON TIME OF MOST RECENT SURFACE

DEFORMATION
HISTORICAL (<150 YEARS), WELL

CONSTRAINED LOCATION
HISTORICAL (<150 YEARS), MODERATELY

CONSTRAINED LOCATION
HISTORICAL (<150 YEARS), INFERRED

LOCATION
LATEST QUATERNARY (<15,000 YEARS),

WELL CONSTRAINED LOCATION
LATEST QUATERNARY (<15,000 YEARS),

MODERATELY CONSTRAINED LOCATION
LATEST QUATERNARY (<15,000 YEARS),

INFERRED LOCATION
LATE QUATERNARY (<130,000 YEARS),

WELL CONSTRAINED LOCATION
LATE QUATERNARY (<130,000 YEARS),

MODERATELY CONSTRAINED LOCATION
LATE QUATERNARY (<130,000 YEARS),

INFERRED LOCATION

MIDDLE AND LATE QUATERNARY
(<750,000 YEARS), WELL CONSTRAINED

LOCATION

MIDDLE AND LATE QUATERNARY
(<750,000 YEARS), MODERATELY

CONSTRAINED LOCATION
UNDIFFERENTIATED QUATERNARY(<1.6

MILLION YEARS), WELL CONSTRAINED

LOCATION
UNDIFFERENTIATED QUATERNARY(<1.6

MILLION YEARS), MODERATELY

CONSTRAINED LOCATION
UNDIFFERENTIATED QUATERNARY(<1.6

MILLION YEARS), INFERRED LOCATION
SITE
SIERRA

SACRAMENTO

CALAVERAS
SONOMA
PLACER
SAN

FRANCISCO
MARIN

MARIPOSA
LASSEN
NAPA

MENDOCINO
MONO

TUOLUMNE
SOLANO

CONTRA COSTA
ALPINE

YOLO EL DORADO
YUBA
COLUSA

SAN JOAQUIN

ALAMEDA
NEVADA
BUTTE

STANISLAUS
SUTTER
AMADOR
LAKE
PLUMAS
GLENN

APPENDIX A

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SILTY SAND (SM), dark yellowish brown, medium dense, moist, fine- to coarse-grained sand, 34% non-plastic fines, trace fine rounded gravel [NATIVE]
[Expansion Index = 0]
Grades to approximately 25% fines, approximately 10% fine to coarse gravel, trace quartz fragments, contains mica
Grades to moderately cemented
SANDY ELASTIC SILT (MH), olive brown, hard, moist, high plasticity, 38% fine-to coarse-grained sand, iron and manganese oxidation, cemented inclusions
POORLY GRADED SAND (SP), light brown, medium dense,
slightly moist, fine- to medium-grained sand, approximately 5% fines, iron oxidation
Grades to dark yellowish brown, fine- to coarse-grained sand, contains mica
16 Blow Count/FootFines Content(% passing #200 sieve)Moisture Content(% dry weight)Dry Unit Weight(pcf)Unconfined Strength(tsf) *field approx Atterberg Limits
A. Hauger / MMG
Geo-Ex Subsurface
Solid Flight Auger
140 lb. Auto Trip
Liquid LimitPlastic Limit
DATE DRILLED:

HOLE DEPTH:

HOLE DIAMETER:

SURF ELEV (Roseville):
4/14/2023
Approx. 26½ ft.

4.0 in.

Approx. 135 ft.

DESCRIPTION
Log SymbolWater Level
Geotechnical Exploration
Operations Building
Dry Creek WWTP, Roseville, CA
4438.000.002
Depth in Feet
5 10
15 20
Sample Type
LOGGED / REVIEWED BY:

DRILLING CONTRACTOR:

DRILLING METHOD:

HAMMER TYPE:

LATITUDE: 38.737178 LONGITUDE: -121.317072
LOG OF BORING 2-B1
Elevation in Feet
130
125
120
115
Plasticity Index
LOG - GEOTECHNICAL W/ELEV. 4438.000.002 OPERATIONS BUILDING WWTP BORING LOGS.GPJ ENGEO INC.GDT 5/2/23 14 10.8
14 POORLY GRADED SAND (SP), light brown, medium dense,
slightly moist, fine- to medium-grained sand, approximately 5% fines, iron oxidation
Grades to very moist, approximately 5% fines
Boring terminated at depth of approximately 26½ feet.

Groundwater not observed.

Blow Count/FootFines Content(% passing #200 sieve)Moisture Content(% dry weight)Dry Unit Weight(pcf)Unconfined Strength(tsf) *field approx Atterberg Limits
A. Hauger / MMG
Geo-Ex Subsurface
Solid Flight Auger
140 lb. Auto Trip
Liquid LimitPlastic Limit
DATE DRILLED:

HOLE DEPTH:

HOLE DIAMETER:

SURF ELEV (Roseville):
4/14/2023
Approx. 26½ ft.

4.0 in.

Approx. 135 ft.

DESCRIPTION
Log SymbolWater Level
Geotechnical Exploration
Operations Building
Dry Creek WWTP, Roseville, CA
4438.000.002
Depth in Feet
25 Sample Type
LOGGED / REVIEWED BY:

DRILLING CONTRACTOR:

DRILLING METHOD:

HAMMER TYPE:

LATITUDE: 38.737178 LONGITUDE: -121.317072
LOG OF BORING 2-B1
Elevation in Feet
110
Plasticity Index
LOG - GEOTECHNICAL W/ELEV. 4438.000.002 OPERATIONS BUILDING WWTP BORING LOGS.GPJ ENGEO INC.GDT 5/2/23

1.2 4.5+*
16 116

7.7 37.9
11 15
55 50/6
40 40
SILTY SAND (SM), dark reddish brown, loose, very moist, fineto coarse-grained sand, 40% low plasticity fines, trace fine subangular gravel [FILL]
SANDY SILT (ML), dark yellowish brown, stiff, moist, low plasticity, approximately 40% fine-grained sand, cemented inclusions, iron oxidation [NATIVE]
SILTY SAND (SM), dark yellowish brown, loose, moist, fine- to coarse-grained sand, approximately 30% fines, trace fine rounded gravel
CLAYEY SAND (SC), dark reddish brown, medium dense, moist, fine- to coarse-grained sand, approximately 40% low plasticity fines, trace fine rounded gravel
SILTY SAND (SM), dark yellowish brown, medium dense, moist to slightly moist, fine- to medium-grained sand, approximately 30% fines, contains mica
SILT WITH SAND (ML), yellowish brown, hard, moist,
approximately 20% fine-grained sand, iron oxidation, weakly cemented
POORLY GRADED SAND (SP), light brown, medium dense,
slightly moist, fine- to medium-grained sand, approximately 5% non-plastic fines, iron oxidation, cemented inclusions, contains mica
Boring terminated at a depth of approximately 16½ feet.

Groundwater not observed.

HOLE DEPTH:

HOLE DIAMETER:

SURF ELEV (Roseville):
4/14/2023
Approx. 16½ ft.

4.0 in.

Approx. 136 ft.

DESCRIPTION
Log SymbolWater Level
Geotechnical Exploration
Operations Building
Dry Creek WWTP, Roseville, CA
4438.000.002
Depth in Feet
5 10
15 Sample Type
LOGGED / REVIEWED BY:

DRILLING CONTRACTOR:

DRILLING METHOD:

HAMMER TYPE:

LATITUDE: 38.737486 LONGITUDE: -121.317058
LOG OF BORING 2-B2
Elevation in Feet
135
130
125
120
Plasticity Index
LOG - GEOTECHNICAL W/ELEV. 4438.000.002 OPERATIONS BUILDING WWTP BORING LOGS.GPJ ENGEO INC.GDT 5/2/23

3.5*

4.5+*
112

10.3 13.9

12.7 31.8

11.8 11
20 16
90 18
35 SILTY SAND (SM), dark reddish brown, loose, very moist, fineto coarse-grained sand, approximately 40% low plasticity fines, trace fine subangular to rounded gravel [FILL]
Grades to moist, contains trace quartz fragments
CLAYEY SAND (SC), dark reddish brown, loose, moist, fine- to coarse-grained sand, 35% low plasticity fines, trace fine to coarse rounded gravel, rootlets [NATIVE]
[Expansion Index = 13]
SANDY LEAN CLAY (CL), olive brown, very stiff, moist, low plasticity, approximately 30% fine-grained sand, iron and manganese oxidation, contains mica
SANDY SILT (ML), dark yellowish brown, hard, moist, low plasticity, approximately 30% fine-grained sand, mica, weakly cemented
POORLY GRADED SAND (SP), light brown, medium dense,
slightly moist, fine- to medium-grained sand, approximately 5% fines, contains mica
Blow Count/FootFines Content(% passing #200 sieve)Moisture Content(% dry weight)Dry Unit Weight(pcf)Unconfined Strength(tsf) *field approx Atterberg Limits
A. Hauger / MMG
Geo-Ex Subsurface
Solid Flight Auger
140 lb. Auto Trip
Liquid LimitPlastic Limit
DATE DRILLED:

HOLE DEPTH:

HOLE DIAMETER:

SURF ELEV (Roseville):
4/14/2023
Approx. 26½ ft.

4.0 in.

Approx. 136½ ft.

DESCRIPTION
Log SymbolWater Level
Geotechnical Exploration
Operations Building
Dry Creek WWTP, Roseville, CA
4438.000.002
Depth in Feet
5 10
15 20
Sample Type
LOGGED / REVIEWED BY:

DRILLING CONTRACTOR:

DRILLING METHOD:

HAMMER TYPE:

LATITUDE: 38.737497 LONGITUDE: -121.317558
LOG OF BORING 2-B3
Elevation in Feet
135
130
125
120
Plasticity Index
LOG - GEOTECHNICAL W/ELEV. 4438.000.002 OPERATIONS BUILDING WWTP BORING LOGS.GPJ ENGEO INC.GDT 5/2/23

23.1 19
16 POORLY GRADED SAND (SP), light brown, medium dense,
slightly moist, fine- to medium-grained sand, approximately 5% fines, contains mica
Grades to dark yellowish brown
Grades to dark brown, very moist
Boring terminated at a depth of approximately 26½ feet.

Groundwater not observed.

HOLE DEPTH:

HOLE DIAMETER:

SURF ELEV (Roseville):
4/14/2023
Approx. 26½ ft.

4.0 in.

Approx. 136½ ft.

DESCRIPTION
Log SymbolWater Level
Geotechnical Exploration
Operations Building
Dry Creek WWTP, Roseville, CA
4438.000.002
Depth in Feet
25 Sample Type
LOGGED / REVIEWED BY:

DRILLING CONTRACTOR:

DRILLING METHOD:

HAMMER TYPE:

LATITUDE: 38.737497 LONGITUDE: -121.317558
LOG OF BORING 2-B3
Elevation in Feet
115
110
Plasticity Index
LOG - GEOTECHNICAL W/ELEV. 4438.000.002 OPERATIONS BUILDING WWTP BORING LOGS.GPJ ENGEO INC.GDT 5/2/23

APPENDIX B

LABORATORY TEST DATA
Liquid and Plastic Limits Test Report
Expansion Index Test Report
Unconfined Compression Test
Particle Size Distribution Report
R-Value Test Report
Analytical Results of Soil Corrosion

LIQUID AND PLASTIC LIMITS TEST REPORT
ASTM D4318
2-B1@6

SAMPLE ID TEST METHOD REMARKS
2213 Plaza Drive | Rocklin, CA 95765 | T: (916) 786-8883 | F: (888) 279-2698 | www.engeo.com PROJECT LOCATION:

PROJECT NO:

PROJECT NAME:

CLIENT:

REPORT DATE:

L. Schmitz
M. Gilbert
TESTED BY:

REVIEWED BY:

Operations Building WWTP
2-B1@6 6 See exploration logs 52 36
SAMPLE ID DEPTH (ft) MATERIAL DESCRIPTION LL PL PI
16 City of Roseville
4438.000.002 PH001
Roseville, CA
4/27/2023
PI: ASTM D4318, Wet Method
0 10
20 30
40 50
60 70
80 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140

PLASTICITY INDEX

LIQUID LIMIT
MH or OH
CH or OH
CL-ML ML or OL
CL or OL
Dashed Line indicates the approximate
upper limit boundary for natural soils

EXPANSION INDEX TEST REPORT
ASTM D4829
2-B1 at 2 feet

SAMPLE LOCATION
See exploration logs

SOIL DESCRIPTION

12.5 FINAL

MOISTURE

CONTENT
(%)

7.7 INITIAL

MOISTURE

CONTENT
(%)
120.1

INITIAL DRY

DENSITY
(pcf)

SAMPLE ID
2-B1@2 0

EXPANSION
INDEX
ASTM D4829
51-90
Very Low
21-50

EXPANSION INDEX POTENTIAL EXPANSION
0-20
REVIEWED BY: M. Gilbert
Above 130
CLIENT: City of Roseville
PROJECT NAME: Operations Building WWTP
Very High
Medium
Low
91-130 High
TABLE 1: CLASSIFICATION OF EXPANSIVE SOIL
2213 Plaza Drive | Rocklin, CA 95765 | T: (916) 786-8883 | F: (888) 279-2698 | www.engeo.com PROJECT NO: 4438.000.002 PH001
PROJECT LOCATION: Roseville, CA
REPORT DATE: 4/26/2023
TESTED BY: M. Ryan
2213 Plaza Drive | Rocklin, CA 95765 | T: (916) 786-8883 | F: (888) 279-2698 | www.engeo.com PROJECT NO: 4438.000.002 PH001
PROJECT LOCATION: Roseville, CA
REPORT DATE: 4/26/2023
TESTED BY: M. Ryan
REVIEWED BY: M. Gilbert
Above 130
CLIENT: City of Roseville
PROJECT NAME: Operations Building WWTP
Very High
Medium
Low
91-130 High
TABLE 1: CLASSIFICATION OF EXPANSIVE SOIL
ASTM D4829
51-90
Very Low
21-50

EXPANSION INDEX POTENTIAL EXPANSION
0-20

EXPANSION INDEX TEST REPORT
ASTM D4829
2-B3 at 4 feet

SAMPLE LOCATION
See exploration logs

SOIL DESCRIPTION

19.0 FINAL

MOISTURE

CONTENT
(%)

9.9 INITIAL

MOISTURE

CONTENT
(%)
110.2

INITIAL DRY

DENSITY
(pcf)

SAMPLE ID
2-B3@4 13

EXPANSION
INDEX

BEFORE TEST

TEST DATA
PROJECT NAME:

PROJECT NO: L. Schmitz
CLIENT:

LOCATION:
2213 Plaza Drive | Rocklin, CA 95765 | T (916) 786-8883 | www.engeo.com Operations Building WWTP Test Date: 4/27/23
Roseville, CA
City of Roseville Reviewed By: M. Gilbert
2-B2@2
2-B3@6
See exploration logs
See exploration logs
4438.000.002 PH001 Tested By:

4.14 1.76
Strain Rate (in/min) 0.050 0.050
Strain at Failure(%)
Test Remarks Low unconfined compressive strength caused by seams of sand in sample 2-B3@6

SPECIMEN DESCRIPTION
Specific Gravity (ASSUMED) 2.720 2.720
Undrained Shear Strength (psf) 1183.18 218.67
Unconfined Compressive Strength (psf) 2366 437
Height-To-Diameter Ratio 2.32 2.39
Height (in) 5.550 5.673
Diameter (in) 2.397 2.376
Dry Density (pcf) 115.9 111.5

UNCONFINED COMPRESSION TEST REPORT
(ASTM D2166)

SPECIMEN
2-B2@2 2-B3@6

SPECIMEN
Test Moisture Content (%) 16.01 12.66
Void Ratio 0.47 0.52
Saturation (%) 93.6 65.8
0 500
1000
1500
2000
2500

0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0
Corrected Compressive Stress (psf)
Axial Strain (%)
Compressive Stress vs. Axial Strain
2-B2@2 2-B3@6
= = =
= = =
= = =
2213 Plaza Drive | Rocklin, CA 95765 | T: (916) 786-8883 | F: (888) 279-2698 | www.engeo.com REPORT DATE: 4/26/2023
TESTED BY: L. Schmitz
REVIEWED BY: M. Gilbert
CLIENT: City of Roseville
PROJECT NAME: Operations Building WWTP
PROJECT NO: 4438.000.002 PH001
PROJECT LOCATION: Roseville, CA

REMARKS

CLASSIFICATION
USCS =
D10 Cu Cc
Soak time = 180 min
Dry sample weight = 828.2 g
Largest particle size ≥ No. 4 Sieve
* (no specification provided)
LL = PI =

COEFFICIENTS
D90 D85 D60
D50 D30 D15
ASTM D1140, Method B

PARTICLE SIZE DISTRIBUTION REPORT
SIEVE
SIZE

PERCENT
FINER
SPEC.*

PERCENT
PASS?
(X=NO)

SOIL DESCRIPTION
See exploration logs
#200 40

ATTERBERG LIMITS
PL =
SAMPLE ID:

1.5 [email protected]
% FINES

SILT CLAY
% +75mm
% GRAVEL % SAND

FINE COARSE
DEPTH (ft):

COARSE MEDIUM FINE
40 0
10 20
30 40
50 60
70 80
90 100
100 10 1 0.1 0.01 0.001

PERCENT FINER
GRAIN SIZE - mm.
6 in.
3 in.
2 in. 1 ½ in.
1 in.
¾ in.
½ in.
⅜ in.
#4
#10
#20
#40
#60#100
#140
#200
= = =
= = =
= = =
2213 Plaza Drive | Rocklin, CA 95765 | T: (916) 786-8883 | F: (888) 279-2698 | www.engeo.com REPORT DATE: 4/27/2023
TESTED BY: L. Schmitz
REVIEWED BY: M. Gilbert
CLIENT: City of Roseville
PROJECT NAME: Operations Building WWTP
PROJECT NO: 4438.000.002 PH001
PROJECT LOCATION: Roseville, CA

REMARKS

CLASSIFICATION
USCS = MH
D10 Cu Cc
PI: ASTM D4318, Wet Method
Soak time = 180 min
Dry sample weight = 247.2 g
Largest particle size < No. 4 Sieve
* (no specification provided)
LL = 52 PI = 16

COEFFICIENTS
D90 D85 D60
D50 D30 D15
ASTM D1140, Method B

PARTICLE SIZE DISTRIBUTION REPORT
SIEVE
SIZE

PERCENT
FINER
SPEC.*

PERCENT
PASS?
(X=NO)

SOIL DESCRIPTION
See exploration logs
#200 62.3

ATTERBERG LIMITS
PL = 36
SAMPLE ID:
6 2-B1@6
% FINES

SILT CLAY
% +75mm
% GRAVEL % SAND

FINE COARSE
DEPTH (ft):

COARSE MEDIUM FINE

62.3 0
10 20
30 40
50 60
70 80
90 100
100 10 1 0.1 0.01 0.001

PERCENT FINER
GRAIN SIZE - mm.
6 in.
3 in.
2 in. 1 ½ in.
1 in.
¾ in.
½ in.
⅜ in.
#4
#10
#20
#40
#60#100
#140
#200
= = =
= = =
= = =
2213 Plaza Drive | Rocklin, CA 95765 | T: (916) 786-8883 | F: (888) 279-2698 | www.engeo.com REPORT DATE: 4/26/2023
TESTED BY: L. Schmitz
REVIEWED BY: M. Gilbert
CLIENT: City of Roseville
PROJECT NAME: Operations Building WWTP
PROJECT NO: 4438.000.002 PH001
PROJECT LOCATION: Roseville, CA

REMARKS

CLASSIFICATION
USCS =
D10 Cu Cc
* (no specification provided)
LL = PI =

COEFFICIENTS
D90 1.8726 mm D85 1.3475 mm D60 0.3279 mm
D50 0.1882 mm D30 D15
ASTM D6913, Method A

PARTICLE SIZE DISTRIBUTION REPORT
SIEVE
SIZE

PERCENT
FINER
SPEC.*

PERCENT
PASS?
(X=NO)

SOIL DESCRIPTION
See exploration logs
¾ in.
⅜ in.
#4
#10
#20
#40
#60
#100
#140
#200
100
97 96
91 78
65 55
46 40
34 ATTERBERG LIMITS
PL =
SAMPLE ID:
2 2-B1@2
4 5 26 31
% FINES

SILT CLAY
% +75mm
% GRAVEL % SAND

FINE COARSE
DEPTH (ft):

COARSE MEDIUM FINE
34 0
10 20
30 40
50 60
70 80
90 100
100 10 1 0.1 0.01 0.001

PERCENT FINER
GRAIN SIZE - mm.
6 in.
3 in.
2 in. 1 ½ in.
1 in.
¾ in.
½ in.
⅜ in.
#4
#10
#20
#40
#60#100
#140
#200
= = =
= = =
= = =
2213 Plaza Drive | Rocklin, CA 95765 | T: (916) 786-8883 | F: (888) 279-2698 | www.engeo.com REPORT DATE: 4/26/2023
TESTED BY: L. Schmitz
REVIEWED BY: M. Gilbert
CLIENT: City of Roseville
PROJECT NAME: Operations Building WWTP
PROJECT NO: 4438.000.002 PH001
PROJECT LOCATION: Roseville, CA

REMARKS

CLASSIFICATION
USCS =
D10 Cu Cc
* (no specification provided)
LL = PI =

COEFFICIENTS
D90 2.1807 mm D85 1.5662 mm D60 0.3064 mm
D50 0.1806 mm D30 D15
ASTM D6913, Method A

PARTICLE SIZE DISTRIBUTION REPORT
SIEVE
SIZE

PERCENT
FINER
SPEC.*

PERCENT
PASS?
(X=NO)

SOIL DESCRIPTION
See exploration logs
⅜ in.
#4
#10
#20
#40
#60
#100
#140
#200
100
99 89
75 65
57 46
40 35

ATTERBERG LIMITS
PL =
SAMPLE ID:
4 2-B3@4
1 10 24 30
% FINES

SILT CLAY
% +75mm
% GRAVEL % SAND

FINE COARSE
DEPTH (ft):

COARSE MEDIUM FINE
35 0
10 20
30 40
50 60
70 80
90 100
100 10 1 0.1 0.01 0.001

PERCENT FINER
GRAIN SIZE - mm.
6 in.
3 in.
2 in. 1 ½ in.
1 in.
¾ in.
½ in.
⅜ in.
#4
#10
#20
#40
#60#100
#140
#200
2-B3@0-3

SAMPLE ID
See exploration logs 2-B3 at 0-3 feet

MATERIAL DESCRIPTION SAMPLE LOCATION

R-VALUE TEST REPORT
CTM 301
2213 Plaza Drive | Rocklin, CA 95765 | T: (916) 786-8883 | F: (888) 279-2698 | www.engeo.com TESTED BY:

REVIEWED BY:
4438.000.002 PH001
Operations Building WWTP
Roseville, CA
4/21/2023
M. Ryan
M. Gilbert
PROJECT LOCATION:

PROJECT NO:

R-VALUE 27 17 11
MOISTURE CONTENT (%) 10.8 12.0 12.9
REPORT DATE:

PROJECT NAME:

CLIENT: City of Roseville
DRY DENSITY (pcf)
0 124.8 122.3 120.1
20 TEST RESULT
R-VALUE AT EXUDATION PRESSURE OF 300 psi
EXPANSION PRESSURE (psf) AT EXUDATION PRESSURE OF 300 psi 0 0
SPECIMENS 1 2 3
EXUDATION PRESSURE (psi) 422 245 142
EXPANSION PRESSURE (psf) 0

R-VALUE

EXPANSION
PRESSURE 0
5 10
15 20
25 30
35 40
45 50
55 60
65 70
75 80
85 90
95 100
0 5
10 15
20 25
30 35
40 45
50 55
60 65
70 75
80 85
90 95
100
900 800 700 600 500 400 300 200 100 0
EXPANSION PRESSURE (psf)

R-VALUE
EXUDATION PRESSURE (psi)

www.engeo.com
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
SUMMARY OF WORK 01 11 00 - 1
SECTION 01 11 00 – SUMMARY OF WORK
PART 1 - GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 General Requirements apply to the work of this Section.

B. The work of this contract includes but is not limited to the following:

1. Provide and furnish all labor, material, equipment, transportation, and any additional Professional Engineering Services necessary for installation, on-site construction along with on-site utilities and improvements for:
a. Site improvements
b. Operations and Lab Building
C. Construction of one building square footages as listed:

1. 12,500+/- sf
a. Wood framed walls and roof
b. Slab on grade, steel vertical structure
c. Metal siding and CMU exterior walls.
d. Standing seam metal roof (sloped roofs) and single ply roofing (mechanical well) D. Construction of On-Site improvements consisting of; but not limited to the following:

1. General earthwork, grading and on-site utilities.

2. A.C. paving and concrete drives, curbs, gutters, ramps and walks as indicated.

3. Concrete block, plaster finished trash enclosures

4. Landscaping and irrigation.

E. Construction Phasing

1. Demolition Phase 1:
a. Demolition of existing Gazebo structure and selective demolition of existing site improvements, utilities and landscape areas in preparation for Construction Phase 2 New Operations and Lab building.

1. Existing Operations and Lab Building contains SCADA network and Operations Center – all (E) building functions to remain fully operational.

2. Note: fiber connection is temporarily transferred to Shop building, the connection will be re-routed to MDF room in (N) building.

3. Existing Operations and Lab Building Lobby access:
a. Lobby and exterior access shall remain accessible during construction, until demolition existing Operations and Lab Building.

4. New Operations and Lab Building lobby and exterior access to the lobby to be accessible prior decommissioning of existing Operations and Lab Building. b. Site Demolition

1. Refer to civil and architectural plans for extents and verify in field.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
SUMMARY OF WORK 01 11 00 - 2

2. Verify in field all utilities, including communication vaults; identify all required utility shut-offs and transfers required to maintain existing buildings and infrastructure fully operational. Scheduling of utility shut-offs and turnovers shall be coordinated and approved by the Owner 72 hours prior to execution.
c. Protection:

1. In addition to standard site protection procedures, coordinate requirements with the Owner for debris impact on evaporation bed basin.
d. Staging:

1. An additional staging/laydown area outside of project boundaries is anticipated to be available on site to the North of the project.

2. Construction Phase 1:
a. Construction of New Operations and Lab Building, tenant improvements and associated sitework and utilities.
b. Functionality of the existing Operations and Lab Building including access to the lobby shall be preserved until the Certificate of Occupancy is issued. c. Southern side shade awning – Contractor shall determine appropriate phase for installation of the southern awning.
d. The following shall be completed prior to Owner’s acceptance and Notice of Substantial Completion is issued:

1. Complete Lab/Operations building shall be ready for occupancy by staff and equipment being relocated from existing Operations and Lab Building. a. All building entries shall be accessible.

2. Certification of Lab operations by Owner’s Vendor
a. Laboratory systems and equipment to be fully completed and operational

1. Contractors schedule to accommodate up to 4 months for laboratory to be certified by ELAP (lab certification body)

2. Contractor shall provide 30-day prior notice to Owner of Laboratory readiness to be certified.

3. SCADA Network and Operations, MDF
a. To be fully completed and operational prior to demolition of (E) building.

3. Demolition Phase 2:
a. Demolition of Existing Operations and Lab Building and selective demolition of existing site improvements and utilities in preparation of construction for Phase 2 Construction Site Improvements.

1. New Operations and Lab Building access:
a. Building shall remain accessible during construction. b. Site Demolition

1. Refer to civil and architectural plans for extents and verify in field.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
SUMMARY OF WORK 01 11 00 - 3

1. In addition to standard site protection procedures, coordinate requirements with the Owner for debris impact on evaporation bed basin.
d. Staging:

1. An additional staging/laydown area outside of project boundaries is anticipated to be available on site to the North of the project.

4. Construction Phase 2:
a. Construction of site improvements, roadways, utilities and landscape areas.

F. Provide and furnish all labor, material and equipment necessary for site improvements, utilities along with all other alternate bid items approved and accepted for construction by the Owner.

G. Refer to these specifications and the Construction Drawings for detailed description of the work required.

1. All directives and/or changes that affect this project shall come from the Owner to the Architect prior to being included into the project.

H. Related work:

1. Documents affecting work of this Section and Divisions 2 through 49 of Specifications also include, but are not necessarily limited to, General Conditions, and Division 1 of these Specifications.

2. Notices, Instructions, Bid Forms, Agreements and other titled documents are listed in Division

0. I. Project Contractors:

1. All work shall be performed by California Licensed Contractors. a. The General Contractor shall coordinate all construction work and control the project and subcontractors, in accord with Contract Documents.

2. General Contractor's work shall also include but not be limited to the following, except as specifically noted, provide and pay for:
a. Water, heat, telephones, and utilities required for construction. b. Other facilities and services necessary for proper execution and completion of the work. c. Secure and pay for, as necessary for the proper execution and completion of work, and as applicable at the time of receipts of bills.
d. Give required notices.

3. Construction shall comply with codes, ordinances, rules, regulations, orders and other legal requirements of public authorities, which govern the performance of the work. Copies shall be retained at all times at the project site by the Construction Superintendent, refer to Section 01 41 00 – Regulatory Requirements and Section 01 42 00 – References.

4. Promptly submit written notice of any observed variances of Contract Documents from legal requirements for Architect's review and interpretation.

5. Enforce strict discipline and good order among employees. Do not employ unfit persons or persons not skilled in assigned task on the work.

J. Sustainability
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
SUMMARY OF WORK 01 11 00 - 4

1. This project is subject to the California Green Building Standards Code a. Refer to Division 1 and project specification sections for related requirements.

1.2 CONTRACT METHOD
A. Construct Work under a lump sum Contract or as defined in the proposal, addenda, and including alternates accepted by the Owner.

1.3 GENERAL CONTRACTOR USE OF PREMISES
A. Confine Operations at project site to areas permitted by:

1. Law

2. Ordinances

3. Permits

4. Contract Documents

5. Agencies having jurisdiction
B. Do not unreasonably encumber site with materials or equipment.

C. Do not load structure with weight that will endanger it.

D. General Contractor shall assume full responsibility for protection and safekeeping of products stored on premises.

E. Obtain and pay for use of any additional storage or work areas needed for operations.

PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION 01 11 00
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
SUMMARY OF WORK 01 11 00 - 5

THIS PAGE IS INTENTIONALLY BLANK
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
SUBSTITUTION & DEVIATION PROCEDURES 01 25 00 - 1
SECTION 01 25 00 SUBSTITUTION & DEVIATION PROCUDRES
PART 1 - GENERAL

1.1 WORK INCLUDED
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 General Requirements apply to the work of this Section.

B. Perform labor required to execute this work as indicated on the drawings, as specified herein and as necessary to complete the work required by project conditions, including but not limited to:

1. Ensure that specified products are furnished and installed in accordance with design intent by following procedures established herein for Substitution and Deviation requests for review by the Architect and their Engineers and consultants.

C. The following forms are included within the scope of this specification section, and shall be used as needed and/or required:

1. During Bidding Phase:
a. Substitution Request Form
1) Electronic File form will be supplied by Architect.
2) For all product substitutions, the General Contractor shall complete all sections of the form and provide for Architect’s review within the time frame allowed prior to bid date.
3) All related or supporting work that would be required to change must be identified in the Substitution Request.
a) Design and construction work and costs associated with a Substitution Request shall be included in the proposed substitution.
b) Design and construction work and costs associated with a proposed Substitution which are not identified at time of Architect’s acceptance of proposed substitution, but which are subsequently found to be required, shall be provided by the General Contractor at no additional cost to the Owner.

2. During Construction Phase:
a. Deviation Request Form
1) Electronic File will be supplied by Architect.
2) For all proposed deviations, the General Contractor shall complete all sections of the form and provide at the time of submittal Architect’s review and consideration. 3) All related or supporting work that would be required to change must be identified in the Deviation Request.
a) Design and construction work and costs associated with a Substitution Request shall be included in the proposed deviation.
b) Design and construction work and costs associated with a proposed Deviation which are not identified at time of Architect’s acceptance of proposed deviation, but which are subsequently found to be required, shall be provided by the General Contractor at no additional cost to the Owner.

1.2 QUALITY ASSURANCE
A. During Bidding:

1. Coordination of Substitution Requests:
a. General:
1) Prior to each Substitution Request, the General Contractor shall carefully review and coordinate all aspects of each item being proposed.
2) General Contractor shall verify that each item of the Substitution Request conform in all respects with the specified requirements.
3) General Contractor’s signature is required on each Substitution Request, which shall certify that required coordination of all items has been performed. 4) It shall be the General Contractor’s responsibility to ensure there is no conflict with other items and to notify the Architect in any case where the General Contractor’s Substitution Request may concern work by another Contractor or the Architect. The General Contractor is solely responsible for coordination of Substitution Requests among all related crafts performing the Work.
5) The review of the General Contractor’s Substitution Requests shall not relieve the General Contractor of responsibility for any error or of any obligation for accuracy of dimensions and details, for agreement with and conformity to the Contract, or responsibility to fulfill the Contract as prescribed. Nor shall such review be considered as approval of any deviation or conflict unless the Architect has been expressly advised of the same as set forth immediately above, and the Architect has expressly approved such deviation or conflict.
6) Proposed Substitutions shall not reduce the Sustainability Criteria requirements for project as identified in Division 1.

B. During Construction:

1. Coordination of Deviations:
a. General Contractor shall submit a request for Deviations when they deem it necessary to provide a complete submittal, and /or when minor changes are felt needed. 1) Deviations shall be minor in scope and shall not change manufacturers or assemblies. 2) Proposed Substitutions shall not reduce the Sustainability Criteria requirements for project as identified in Division 1.

PART 2 - PRODUCTS

2.1 SUBSTITUTIONS
A. General:

1. Use during Bidding.

2. Refer to specific Specification Sections for items not allowing a substitution.

B. Architect's and Owner’s review and acceptance required during bidding phase.

1. Contract is based solely on materials, equipment and construction industry standards listed or described in the bid documents (including addenda), and does not contemplate any substitutions.

2. Refer to required Substitution Request Form in this Section.

C. "Or equal" and/or “Equivalent”

1. Where this phrase occurs in the Contract Documents, it refers to a PRODUCT which is equivalent to the specified product in terms of chemical composition, color, finish, configuration, and performance standards, etc.; do not assume that the materials, equipment, or methods will be approved as equal/equivalent unless the item has been specifically so reviewed and approved for this Work.
a. Any product by a Manufacturer listed as an “Acceptable Manufacturer” is not necessarily considered an “Or Equal” or “Equivalent”. All proposed products which are not the specified product are subject to the equivalency criteria as noted above.

2. The decision of the Architect and Owner shall be final.

D. In making a request for substitution, the General Contractor shall provide the following in accordance with the Substitution Request Form and Bidding requirements set forth in this Section.

1. They have personally investigated proposed product or method, and determined that it is equal or superior in all respects to that specified, including size, chemical composition, color, finish, configuration, performance standards, functionality, compatibility with other assemblies and systems, etc.

2. They will provide the same warranty for the proposed substitution as for product or method specified.

3. They will coordinate installation of accepted substitution into work, making such changes as may be required for the work and all associated/supporting trades’ work to be complete in all respects at no additional cost to the Owner.
a. They shall waive all claims for additional costs related to the substitution which consequently or subsequently become apparent.

4. Cost data is complete and includes all related costs under their Contract.

5. Shall submit detail itemized cost statement showing labor, material installation, overhead and profit for each substitution being requested.

E. Substitutions will not be considered if:

1. Acceptance of substitution shall require substantial revision of Contract Documents by the Architect, Owner and/or their Consultants.

2.2 DEVIATIONS
A. General:

1. Use during Construction.

2. Refer to Specific Specification Sections for items not allowing a deviation.

B. Architect's and Owner’s review and acceptance required during construction phase.

1. Contract is based solely on materials, equipment and construction industry standards listed or described in the bid documents (including addenda), and review of proposed deviations shall be done with understanding that this is done to accommodate unforeseen conditions.

2. Refer to required Deviation Request Form included herein.

C. "Or equal" and/or “Equivalent”

1. Where this phrase occurs in the Contract Documents, it refers to a PRODUCT which is equivalent to the specified product in terms of chemical composition, color, finish, configuration, and performance standards, etc.; do not assume that the materials, equipment, or methods will be approved as equal/equivalent unless the item has been specifically so reviewed and approved for this Work.
a. Any product by a Manufacturer listed as an “Acceptable Manufacturer” is not necessarily considered an “Or Equal” or “Equivalent”; all proposed products which are not the specified product are subject to the equivalency criteria as noted above.

2. The decision of the Architect and Owner shall be final.

D. In making a request for deviation, the General Contractor shall provide the following in accordance with the Deviation Request Form.

2. They will provide the same warranty for the proposed deviation as for product or method specified.

3. They will coordinate installation of accepted deviation into work, making such changes as may be required for work and all associated/supporting trades’ work to be complete in all respects at no additional cost to the Owner.

4. They shall waive all claims for additional costs related to the deviation, which consequently or subsequently become apparent.

5. Cost data is complete and includes all related costs under their Contract.

6. Shall submit detail itemized cost statement showing labor, material installation, overhead and profit for each substitution.

E. Deviations will not be considered if:

1. They are indicated or implied on Shop Drawings or Project Data submittals without formal request submitted in accordance with this Section.

2. Acceptance of deviation shall require substantial revision of Contract Documents by the Architect, Owner and/or their Consultants.

3. The cost of additional submittal services for Architectural review or redesign is not compensated for by the Owner.

PART 3 - EXECUTION
Not Used
END OF SECTION 01 25 00

SUBSTITUTION

REQUEST
FORM
SUBSTITUTION REQUEST FORM 01 25 00SR - 8

SUBSTITUTION REQUEST FORM
TO: 19six Architects
PROJECT: Dry Creek Wastewater Treatment Plant Operations and Lab Building SPECIFIED ITEM:

Section No.:

Paragraph No.:

Description:

Proposed Substitution:

Reason for Substitution:

I. Information on changes to Drawings and/or Specifications which proposed Substitution will require:
provide written response below or attach responses if additional space is required.

1. Will changes to the building design, including engineering & detailing be caused by this Substitution?

2. What effect does Substitution have on other trades?

SUBSTITUTION

REQUEST
FORM
SUBSTITUTION REQUEST FORM 01 25 00SR - 8

3. What are the differences between proposed Substitution & specified item?

4. What are differences in product cost and delivery time?

5. What is manufacturers written warranties / guarantees of proposed Substitution?

II. Attach data which includes: product description, specifications, drawings, photographs, performance and test data required for evaluation of request; with applicable portions of data clearly identified.

III. Attach data which includes a description of changes to Contract Documents that proposed Substitution will require for its proper installation.

The undersigned certifies that the following paragraphs, unless modified by attachments, are correct:

1. The proposed Substitution does not affect dimensions shown on drawings.

2. The undersigned will pay for changes to the building design, including engineering design, detailing, and construction costs caused by the requested Substitution.

3. The proposed Substitution will have no adverse effect on other trades, the construction schedule, or specified warranty requirements.

4. Maintenance and service parts will be readily available for the proposed Substitution.

5. Finishes will not be altered
The undersigned further states that the function, appearance, and quality of the proposed Substitution are equivalent or superior to the specified item.

Submitted by:

Subcontractor Signature:

Subcontractor Name & Company (print):

SUBSTITUTION

REQUEST
FORM
SUBSTITUTION REQUEST FORM 01 25 00SR - 8
Address:

Date: Telephone:

General Contractor Signature:

General Contractor Name & Company (print):

Address:

Date: Telephone:

Attachments:

For use by Architect:
[ ] Accepted.
[ ] Not Accepted.
[ ] Accepted as noted.
[ ] Received too late.

By:

Date:

Remarks:

END OF DOCUMENT

SUBSTITUTION

REQUEST
FORM
SUBSTITUTION REQUEST FORM 01 25 00SR - 8

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DEVIATION

REQUEST
FORM
DEVIATION REQUEST FORM 01 25 01DR - 9

DEVIATION REQUEST FORM
Note: This form used during Construction phase only

TO: 19six Architects
PROJECT: Dry Creek Wastewater Treatment Plant Operations and Lab Building SPECIFIED ITEM:

Section No.:

Paragraph No.:

Description:

Proposed Deviation:

Reason for Deviation:

I. Information on changes to Drawings and/or Specifications which proposed Deviation will require: provide written response below or attach responses if additional space is required.

1. Will changes to the building design, including engineering & detailing be caused by this Deviation?

2. What effect does Deviation have on other trades?

3. What are the differences between proposed Deviation & specified item?

DEVIATION

REQUEST
FORM
DEVIATION REQUEST FORM 01 25 01DR - 10

4. What are differences in product cost and delivery time?

5. What is the manufacturer's written warranty and/or guaranty of proposed Deviation?

III. Attach data which includes a description of changes to Contract Documents that proposed Deviation will require for its proper installation.

The undersigned certifies that the following paragraphs, unless modified by attachments, are correct:

1. The proposed Deviation does not affect dimensions shown on drawings.

2. The undersigned will pay for changes to the building design, including engineering design, detailing, and construction costs caused by the requested Deviation.

3. The proposed Deviation will have no adverse effect on other trades, the construction schedule, or specified warranty requirements.

4. Maintenance and service parts will be readily available for the proposed Deviation.

5. Finishes will not be altered

6. Proposed deviation shall not alter required compliance with agencies having jurisdiction and/or code requirements.

The undersigned further states that the function, appearance, and quality of the proposed Deviation are equivalent or superior to the specified item.

Submitted by:

Subcontractor Signature:

Subcontractor Name & Company (print):

Address:

DEVIATION

REQUEST
FORM
DEVIATION REQUEST FORM 01 25 01DR - 11
Date: Telephone:

General Contractor Signature:

General Contractor Name & Company (print):

Address:

Date: Telephone:

Attachments:

For use by Architect:
[ ] Accepted.
[ ] Not Accepted.
[ ] Accepted as noted.
[ ] Received too late.

By:

Date:

Remarks:

END OF DOCUMENT

DEVIATION

REQUEST
FORM
DEVIATION REQUEST FORM 01 25 01DR - 12

THIS PAGE IS INTENTIONALLY BLANK
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CONTRACT MODIFICATION PROCEDURES 01 26 00 - 1
Section 01 26 00 - CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL

1.1 REQUIREMENTS INCLUDED
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Promptly implement change order procedures as required specified for review by the Architect.

1. Provide full written data required to evaluate changes.

2. Maintain detailed records of work done on time-and-material/force account basis.

3. Provide full documentation to Architect on request.

C. Designate in writing, names of authorized members of General Contractor's organization who are authorized to accept changes in Work, and who are responsible for informing others in General Contractor's employ of authorization of changes in Work.

D. Owner will designate person who is authorized to execute Change Orders.

1.2 RELATED REQUIREMENTS
A. Conditions of the Contract:

1. Methods of determining cost or credit to Owner resulting from changes in Work made on time-and-material/force account basis.

2. General Contractor's claims for additional costs.

1.3 DEFINITIONS
A. Proposal Request: See General Conditions & attached document.

B. Change Order: Written order to General Contractor, signed by Owner and Architect, amending Contract Documents as described.

1. Authorizes General Contractor to proceed with change altering Contract Sum, Contract Time or both.

1.4 CLARIFICATION documents for use by General Contractor and Architect; A. CLARIFICATON: Architect’s Supplemental Instructions

1. Clarification form is attached and part of this Section. a. Architect shall, at their discretion, provide supplemental instructions during the course of construction which can assist the General Contractor in their work, such instructions shall be in writing and/or graphical representation (supplemental drawings) and accompanied by the Clarification form.
b. Clarifications are intended to not increase or decrease the project costs, if the General Contractor determines that the project cost will change, then written notification will be required to be issued and approved by the Owner and Architect prior to implementation of the Clarification.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CONTRACT MODIFICATION PROCEDURES 01 26 00 - 2
c. Such change request shall be issued as a Proposed Change Order by the General Contractor for review and approval.

B. RFI: Contractors Request for Information/Interpretation

1. An RFI is a written request prepared by General Contractor asking the Architect to provide additional information they deem necessary to clarify an item which the General Contractor and/or their subcontractor feels is not clearly shown or called for in the Drawings or Specifications, or to address issues which have arisen due to field conditions.

2. The RFI shall reference all the applicable Contract Documents, including specification section, detail, page numbers, drawing numbers, and sheet numbers, etc. and shall be numbered sequentially.
a. The RFI shall include suggestions and/or interpretations of the issue raised by the RFI if possible.
b. An RFI cannot modify the Contract Sum and/or the Contract time.

3. The Architect and their consultants will respond to an RFI in reasonable promptness directly correlated to the complexity of the RFI.

1.5 COST REQUEST BULLETIN – CRB
A. Document: CRB

1. Whether referred to as Cost Request Bulletin, Proposal Request or Request For Proposal, they shall be interchangeable.

B. Owner, via Architect, may initiate changes by submitting a Cost Request Bulletin to the General Contractor. Request will include:

1. Detailed description of Change, Products, and location of change in Project.

2. Supplementary or revised Drawings and Specifications.

3. Projected time span for making change, and specific statement as to whether overtime work is, or is not, authorized.

4. Specific period of time during which requested price would be considered valid.

5. Such request is for information only, and is not an instruction to execute changes, nor to stop Work in progress.

C. Contractor may initiate changes by submitting written Proposal to Owner, via Architect containing:

1. Description of proposed changes.
a. Related contract drawing, detail, etc.
b. Related specification section and item

2. Statement of reason for requested changes.

3. Statement of effect on Contract Sum and Contract Time.

4. Statement of effect on work of separate contractors.

5. Documentation supporting any proposed change in Contract Sum or Contract Time, as appropriate.
a. Itemize list of material unit costs, taxes, profit, etc.

1.6 CONSTRUCTION CHANGE DIRECTIVE - CCD
A. In lieu of Cost Request Bulletin, the Architect may issue a Construction Change Authorization for General Contractor to proceed with a change for subsequent inclusion in a Change Order.

B. Authorization will describe changes in Work, both additions and deletions, with attachments of revised Contract Documents to define details of change, and will designate method of determining any change in Contract Sum and any change in Contract Time.

C. Owner and Architect will sign and date Construction Change Directive as authorization for General Contractor to proceed with changes after General Contractor has provided acceptable cost evaluation.

1.7 DOCUMENTATION OF PROPOSALS AND CLAIMS
A. Support each quotation for a lump-sum proposal and for each unit price which has not previously been established with sufficient substantiating data to allow Owner and Architect to evaluate quotation.

B. On request provide additional data to support time and cost computations. Submit data in itemized format, with breakdowns conforming to standard industry categories of work, and including the following:

1. Labor required.

2. Equipment required.

3. Products required.
a. Recommended source of purchase and unit cost.
b. Quantities required.

4. Taxes, insurance and bonds.

5. Credit for work deleted from Contract, similarly documented.

6. Overhead and profit.

7. Justification for any change in Contract Time.

C. Support each claim for additional costs, and for work done on time-and-material/force account basis, with documentation as required for lump-sum proposal, plus additional information:

1. Name of Owner's authorized agent who ordered the work, and date of order.

2. Dates and times work was performed, and by whom.

3. Time record, summary of hours worked, and hourly rates paid.

4. Receipts and invoices for:
a. Equipment used, listing dates and times of use.
b. Products used, listing of quantities.
c. Subcontracts.

D. Document requests for product substitutions shall be completed as specified in Division 1 for substitution, deviation and/or submittal procedures.

1. Substitution of any structural materials will require a Change Order form be processed.

1.8 CHANGE ORDERS - CO
A. Preparation/General:

1. General Contractor will prepare Change Orders for review by Owner and Architect.

2. Change Order form, see herein attached form CO.

3. Change Order will describe changes in Work, both additions and deletions, with attachments of revised Contract Documents to define details of change.

4. Change Order will provide accounting of adjustment in Contract Sum and in Contract Time.

B. Lump-Sum/Fixed Price Change Order

1. Content of Change Orders will be based on, either:
a. Owner's Cost Request Bulletin and General Contractor's responsive Proposal as mutually agreed between Owner and General Contractor.
b. General Contractor’s Proposal for change, as approved by Owner.

2. Owner and the Architect will sign and date Change Order as authorization for General Contractor to proceed with changes after General Contractor has provided acceptable cost evaluation.

3. General Contractor will sign and date Change Order to indicate agreement with terms therein.

C. Unit Price Change Order

1. Content of Change Orders will be based on, either:
a. Definition of scope of required changes.
b. General Contractor’s Proposal for change, as approved by Owner, and Architect. c. Continuous survey and monitoring by Owner’s Representative of all work.

2. Amounts of unit prices to be:
a. Any stated in Bid Form or Agreement.
b. Those mutually agreed upon between Owner and General Contractor.

3. When quantities of each item affected by Change Order can be determined prior to start of work:
a. Owner and the Architect will sign and date Change Order as authorization for General Contractor to proceed with Changes.
b. General Contractor will sign and date Change Order to indicate agreement with terms therein.

4. When quantities of items cannot be determined prior to start of work; and with pre-approval by the Owner and the Architect.
a. Owner will issue through the Architect a Construction Change Directive directing General Contractor to proceed with change on basis of unit prices, and will cite applicable unit prices.
b. General Contractor shall provide continuous on-site monitoring of all work and keeping records of all labor, materials and time required for completion. c. At completion of change, Owner and Architect shall review cost of such work based on unit prices and quantities used.
d. General Contractor shall submit documentation to establish number of units of each item as well as any claim for change in Contract Time.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CONTRACT MODIFICATION PROCEDURES 01 26 00 - 5
e. Owner and the Architect shall sign and date Change Order to establish change in Contract Sum and in Contract Time upon approval of General Contractor’s breakdown of costs and time frame.
f. General Contractor shall sign and date Change Order to indicate agreement with terms therein.

1.9 CORRELATION WITH CONTRACTOR SUBMITTALS
A. Periodically revised Schedule of Values and Request for Payment forms to record each change as a separate item of Work, and to record adjusted Contract Sum.

B. Periodically revise Construction Schedule to reflect each change in Contract Time.

1. Revise schedules to show changes for other items of work affected by changes.

C. Upon completion of work under Change Order, enter pertinent changes in Record Documents.

PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION 01 26 00
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CONTRACT MODIFICATION PROCEDURES 01 26 00 - 6

THIS PAGE IS INTENTIONALLY BLANK
CLARIFICATION # ###
Project: City of Roseville
1800 Booth Road, Roseville, CA 95747
Dry Creek Wastewater Treatment Plant
19six #: 210015.01
AHJ Name #: ###
Date: Click or tap to enter a date.

The Work noted on this form and attachments shall be carried out in accordance with the following clarifications issued in accordance with the Contract Documents without change to the Contract Sum or Contract Time.

Item #1: Brief Description Identifier Detailed description.

Attachments: List attachments
Distribution:

Name, Company
COST REQUEST BULLETIN # ###
Project: City of Roseville
1800 Booth Road, Roseville, CA 95747
Dry Creek Wastewater Treatment Plant
19six #: 210015.01
AHJ Name #: ###

Date: Click or tap to enter a date.

Please submit an itemized quote for the adjustment to Contract Sum and Contract Time for the following change in the Work. Be clear and complete to expedite approval. The scope of the Work will be modified only as herein specifically set forth and in all other respects remains unaltered. Your quotation is to be for the complete compensation and time extension including field and office overhead, profit, supervision and any other costs. You are not authorized to proceed with this change.

Item #1: Brief Description Identifier Detailed description.

Reason: Click or tap here to enter text.

Attachments: List attachments
Distribution:

Name, Company
CONSTRUCTION CHANGE DIRECTIVE # ###
Project: City of Roseville
1800 Booth Road, Roseville, CA 95747
Dry Creek Wastewater Treatment Plant
19six #: 210015.01
AHJ Name #: ###

Date: Click or tap to enter a date.

You are hereby directed to make the following change in this Contract. The scope of work will be modified only as herein specifically set forth and in all other respects remains unaltered.

Item #1: Brief Description Identifier Detailed description.

Reason: Click or tap here to enter text.

Back-up: Click or tap here to enter text.

Change in Contract Sum for this item: Choose an item. $ Value Change in Contract Time for this item: Choose an item. ### Days TOTAL OF CONSTRUCTION CHANGE DIRECTIVE $ Value
When signed by the Owner and the Architect and received by the Contractor, this document becomes effective IMMEDIATELY as a Construction Change Directive (CCD), and the Contractor shall proceed with the change(s) described above.

Signature by the Contractor indicates
the Contractor’s agreement with the
proposed adjustments in the Contract
Sum and Contract Time set forth in this
Construction Change Directive.
19six Architects

ARCHITECT

OWNER

CONTRACTOR
2237 Douglas Blvd, Suite 160
Address

Address

Address
Roseville, CA 95661

BY BY BY

DATE DATE DATE
CHANGE ORDER # ###
Project: City of Roseville Contractor: Enter Contractor Company Name 1800 Booth Road, Roseville, CA Contractor Street Address Dry Creek Wastewater Treatment
Plant
Contractor City, State & Zip Code
19six #: 210015.01
Owner #: ###
AHJ Name #: ###
Date: Click or tap to enter a date.

The scope of work will be modified only as herein specifically set forth and in all other respects remains unaltered.

Item #1: Brief Description Identifier Detailed description Reason: Click or tap here to enter text.

Back-up: Click or tap here to enter text.

Change in Contract Sum for this item: Choose an item. $ Value Change in Contract Time for this item: Choose an item.### Days Original Contract Choose an item.: $ Value
Contract Choose an item. prior to this Change Order: $ Value Contract Choose an item. is Choose an item. by this Change Order by: $ Value Contract Choose an item. will be Choose an item. to: $ Value Original Substantial Completion date: Click or tap to enter a date.

Completion date prior to this CO: Click or tap to enter a date.

New Completion date after this Change Order: Click or tap to enter a date.

Project or Document Name
Click or tap to enter a date.

Page 2 of 2 ends

Contractor and Owner acknowledge that the change in Contract Sum and Contract Time set forth above constitute the complete compensation and time extension for this change in the work including, but not limited to, Contractor's field and office overhead, profit and supervision and Owner's project expenses, inspection and administration costs.

Accepted by: Authorized by:

Date Date
(Print Name and Title) (Print Name and Title)
Enter Contractor Company Name Enter Owner Entity Name

CONTRACTOR OWNER

Recommend Approval by:

Click or tap to enter a date
Date

Choose an item., Choose an item.
(Print Name and Title)
19six Architects
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
SCHEDULE OF VALUES 01 29 73 - 1
SECTION 01 29 73 – SCHEDULE OF VALUES
PART 1 - GENERAL

1.1 DESCRIPTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 General Requirements apply to the work of this Section.

B. Submit a schedule of values to the Owner and Architect within 14 days after receiving written Notice to Proceed.

C. Upon request by Owner or Architect, support values given with data substantiating their correctness.

D. Use schedule of values only as basis for General Contractor’s application for payment.

E. Revise schedule of values at such time as trade contracts are finalized and/or at the time a Change Order is approved.

1.2 FORM OF SUBMITTAL
A. Submit typed schedule on AIA Form G703 – Most current adopted edition.

1. Format: Table of Contents of this Project Manual, with modifications as approved; identify each line item with number and title of major specification sections.

2. Include a separate line item amount for General Contractor overhead and profit.

3. Revise schedule to list change orders for each Application for Payment.

B. Use table of contents for this Specification as basis for format for listing costs of work specified in Divisions 2 thru 49.

1.3 PREPARING SCHEDULE OF VALUES
A. Make the sum of the costs listed on the original or revised schedule of values, equal to the total contract sum.

B. Separately itemize all approved Change Orders to adjust contract sum.

C. Do not include General Contractor mark-up of line items or trades with the individual line items or trades.

1. Include that mark-up as part of separate line item by itself.

PART 2 – PRODUCTS
Not Used
PART 3 – EXECUTION
Not Used
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
SCHEDULE OF VALUES 01 29 73 - 2
END OF SECTION 01 29 73

1.1 GENERAL
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 General Requirements apply to the work of this Section.

1.2 UNIT PRICES
A. Unless otherwise specified, all unit prices quoted in the Bid Form for additions to or deductions from the Work are the installed costs of products, including overhead and profit, taxes, and other costs, so that they are the complete price to the Owner. These unit prices shall not apply to Work which the General Contractor may elect to do or not to do, for the sake of their own convenience, nor shall they apply to Work required to be performed in order to correct errors committed by the General Contractor.

B. All unit prices shall be valid and in force during the life of the Contract and shall be reconciled with the Contract Sum, in accordance with the GENERAL CONDITIONS, before filing of the Notice of Completion.

1.3 APPLICATIONS FOR PAYMENTS
A. General: Submit notarized Applications for Payment to the Architect in accordance with the schedule established by the GENERAL CONDITIONS and the Agreement between the Owner and General Contractor.

B. Release of Liens: General Contractor shall submit with each Application for Payment a conditional lien release warranting that title to all Work, labor, materials and equipment covered by the invoice is free and clear of all liens, claims, security interests or encumbrances. With each subsequent Application for Payment, General Contractor shall submit notarized unconditional lien releases for the previous invoice.

C. Format and Data Required: Submit itemized applications typed on AIA Document G702-Most current adopted edition, "Application and Certificate for Payment", and Continuation Sheet G703- Most current adopted edition. Substitutions of this form will not be accepted.

1. Line items and dollar values shall be from the schedule of values accepted by the Architect; refer to Division 1 schedule of values requirements.

2. Include names, categories of Work, and amounts for Sub-contractors.

3. Overhead and profit shall be a line item each month for the General Contractor and Subcontractor on their G703 sheets.

D. Preparation of Application for Each Progress Payment: Substitutions of This Form will not be accepted.

1. Application Form (AIA Document G702- most current adopted edition, confirm with Architect):
a. Fill in required information, including that for Change Orders executed prior to the date submittal of application.
b. Fill in summary of dollar values to agree with the respective totals indicated on the Continuation Sheets.
c. Execute certification with the notarized signature of a person authorized to bind the contracting firm in such matters.

2. Continuation Sheets (AIA Document G703- most current edition, confirm with Architect):
a. Fill in total list of scheduled component items of Work, with item number and the schedule dollar value for each item.
b. Fill in the dollar value in each column for each scheduled line item when Work has been performed or products stored as approved. Round off values to nearest dollar, unless otherwise specified for the schedule of values.
c. At the end of the Continuation Sheets list each Change Order executed prior to the date of submission. List by Change Order number, description, and breakdown of costs as for an original component item of Work.

E. Substantiating Data for Progress Payments:

1. When substantiating data are required, submit suitable information as specified in Division 1 progress payment procedure requirements with a cover letter identifying:
a. Project.
b. Application number and date.
c. Detailed list of enclosures.

2. Submit one copy of data and cover letter for each copy of application.

F. Preparation of Application for Final Payment:

1. Fill in application form as specified for progress payments.

2. Use Continuation Sheets for presenting the final statement of accounting.

3. Full unconditional lien releases.

G. Submittal Procedure:

1. Submit Applications for Payment for review by Owner's On-Site Representative and certification by the Architect at the times stipulated in the Agreement.

2. Number: Six copies of each application with original wet signature on each.

1.4 CHANGE ORDERS
A. List all Approved Change Orders on AIA Document G702 – most current edition, confirm with Architect (in space provided).

B. Backup data submitted with Applications for Payment may be used as basis for approving or rejecting costs submitted in Change Orders.

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PROGRESS PAYMENT PROCEDURES 01 29-76 - 3
PART 2 - PRODUCTS
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PART 3 - EXECUTION
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END OF SECTION 01 29 76
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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PROGRESS PAYMENT PROCEDURES 01 29-76 - 4

1.1 PRINCIPAL WORK IN THIS SECTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 General Requirements apply to the work of this Section.

B. Coordinate the work of this Section with related trades.

C. Verify applicable dimensions, clearances and heights at the jobsite.

D. Furnish materials and perform labor required to execute this work as indicated on the drawings, as specified herein and as necessary to complete the work required by project conditions, including but not limited to:

1. Coordination of all aspects of construction, including, but not limited to; a. Construction
b. Testing
c. Inspections
d. Mockups

2. Coordination of all aspects of demolition

1.2 REFERENCE STANDARDS
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC), www.bsc.ca.gov current edition at time of permit issuance.

B. Title 24, California Code of Regulations, California Building Standards Commission .

C. ATBCB ADAAG - Americans with Disabilities Act Accessibility Guidelines, current version.

D. CBC Energy Code, California Code of Regulations, Title 24, Part 6, California Building Standards Commission.

E. Title 24, Chapter 11 – California Green Building Standards Code

1. Non-residential new construction
a. All occupancy types.

1.3 PERFORMANCE, TESTING AND INSPECTION
A. General:

1. Comply with manufacturer’s standards.

2. Comply with Building Code.

3. Comply with requirements of each specification section.

4. Comply with requirements of drawings.

1.4 SUBMITTALS AND MOCK-UPS
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PROJECT COORDINATION 01 31 13 - 2
A. Refer to Division 1 for substitution, deviation and/or submittal procedures.

B. Submit O&M (Operation and Maintenance) manuals in accordance with Division 1 requirements and as herein specified.

C. Refer to Division 1 for sustainability requirements.

D. Site mock-up: refer to “Mock-Up” heading of each specification section.

1.5 QUALITY ASSURANCE
A. Refer to Division 1 for quality control requirements.

1.6 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Refer to Division 1 for product delivery, storage and handling requirements.

1.7 JOB CONDITIONS
A. Coordinate that all components, substrates, backing, etc. provided by others are installed correctly before proceeding with installation, testing, mockups, inspections, etc. as required to comply with Contract requirements.

1.8 PROTECTION
A. Protect finish surfaces at all times from surfaces and material adjacent to them.

B. Finish work defaced with other materials on surface shall be replaced.

C. Protect work under this section from damage by other trades.

1.9 GUARANTEE / WARRANTY
A. Refer to Division 1 for closeout submittal procedures.

B. Refer to each specification section.

1.10 RELATED WORK/SECTIONS
A. Related work includes, but is not limited to the following:

1. Construction

2. Demolition
B. Related Sections include, but are not limited to the following:

1. All specification sections

1.11 OPERATION AND MAINTENANCE DATA
A. Coordinate that all documentation is submitted as part of project closeout.

B. Coordinate that commissioning is done and documented to illustrate compliance with design criteria.

C. Comply with Division 1 closeout submittal procedure requirements.

1.12 SEQUENCING AND SCHEDULING
A. Schedule work and sequence with all trades and commissioning personal, etc.

B. Schedule required testing, inspections, mockup fabrication, etc.

C. General Contractor shall coordinate slab vapor emission and PH testing of concrete floors and ensure that concrete treatment within criteria of finish flooring is complete prior to the installation of finish flooring as herein specified.

1.13 GENERAL SYSTEM DESCRIPTION
A. Duties of the General Contractor:

1. General Contractor shall maintain approved construction drawings, specifications, addendums, change orders and other documents supplied by Architect on site at all times.

2. Coordinate the work of all Subcontractors.

3. Establish on-site lines of authority and communication. a. Schedule and conduct construction progress meetings at intervals agreed upon in Bidding Documents, but not to exceed monthly.
1) Invited attendees shall include;
a) Owner
b) Architect
c) Subcontractors when needed to address specific issues. 2) General Contractor shall keep minutes of all construction progress meetings and submit to Owner and Architect within 72 hours for review and comment by Architect and Owner.
a) Meeting minutes shall be finalized prior to next meeting. 3) Refer to Section 01 31 19 Project Meetings
b. Submit construction schedule and schedule updates for review by the Architect and Owner at meetings and other times as directed by Division 1 – General Requirements.

4. Construction Schedules:
a. Submit construction schedule and required updates at intervals required by the Owner. b. Prepare detailed schedule of operations of all subcontractors/trades. 1) Provide list of subcontracts that state company name, address, phone number and specifications section of work.
c. Monitor construction schedules as work progresses:
1) Identify potential variances between scheduled probable completion dates. Submit schedule updates to Architect, once each month with each Application for Payment. 2) Recommend to Owner adjustments in schedule to meet required completion date, and submit schedule updates to Architect.
d. Observe work to monitor compliance with schedule.
1) Verify that labor and equipment are adequate for the work and the schedule.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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2) Verify that product deliveries are adequate to maintain schedule. 3) Report noncompliance to Owner, with recommendation for remedy. e. Comply with requirements of Division 1 – General Requirements.

5. Temporary Facilities:
a. Allocate space as available for each Subcontractor within construction area. b. Monitor use of temporary utilities.
c. Verify that adequate services are provided to comply with requirements for work and climatic conditions.
d. Verify proper maintenance and operation of temporary facilities. e. Administer traffic controls where construction operations infringe upon the normal flow of traffic about the site.
f. Refer to Division 1 for temporary facilities and controls requirements. g. Comply with requirements of Division 1 – General Requirements.

6. Cost Control:
a. Monitor and record actual costs, and estimates for completed work. b. Incorporate approved changes as they occur.
c. Maintain cost accounting records for authorized work. d. Develop and implement procedure for review and processing of applications for progress and final payments: Submit Applications for Payment to Architect for certification to Owner for payment.
e. Comply with requirements of Division 1 – General Requirements.

7. Changes:
a. Recommend necessary or desirable changes to Owner and Architect. b. Review Subcontractor's requests for changes and for substitutions; submit recommendation to Owner and Architect.
c. Process change orders to Subcontractors.
d. Comply with requirements of Division 1 – General Requirements.

8. Permits and Fees: Verify that Subcontractors have obtained required permits for inspections and for temporary facilities.

9. Interpretations of Contract Documents:
a. Consult with Architect to obtain interpretations.
b. Assist in resolution of questions which may arise.
c. Transmit written interpretations to concerned parties.

10. Administer processing of shop drawings, product data and samples.

11. Maintain reports and records at site:
a. Daily log of progress of work, available to Architect and Owner. b. Records
1) Contracts
2) Purchases
3) Materials and equipment records.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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PROJECT COORDINATION 01 31 13 - 5
4) Applicable handbooks, codes and standards.
c. Obtain information from Subcontractors, and maintain record documents. d. At completion of project, deliver all necessary records to Owner. e. Assemble documentation for handling of claims and disputes. f. Comply with requirements of Division 1 – General Requirements.

12. Verify that specified cleaning is done during progress of the work and at completion of project.

13. Start-up:
a. Direct and checkout of utilities, operational systems and equipment. b. Assist in the initial start-up and testing.
c. Record dates of start of operation of systems and equipment. d. Coordinate with Division 1 as to approved time to start warranty period for equipment put into service.
1) Provide to Owner written notice of proposed beginning of warranty period for equipment put into service for review and subsequent approval.

14. Substantial Completion:
a. Coordinate with Division 1 regarding approved process.

15. Final Completion:
a. Coordinate with Division 1 regarding approved process.

PART 2 – PRODUCTS
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PART 3 – EXECUTION
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END OF SECTION 01 31 13
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1.1 REQUIREMENTS INCLUDED
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 General Requirements apply to the work of this Section.

B. General Contractor shall schedule and administer pre-construction meeting, periodic progress meetings, and specially called meetings throughout progress of the work, and will:

1. Prepare & distribute agenda to all participants 48 hours prior to scheduled meeting.

2. Distribute written notice of each meeting four days in advance of meeting date.

3. Make physical arrangements for meetings.

4. Preside at meetings.

5. Record the minutes; include significant proceedings and decisions.

6. Reproduce and distribute copies of minutes within two working days after each meeting and distribute to:
a. Participants in the meeting.
b. Parties affected by decisions made at meeting.
c. Owner
d. Architect
C. Representatives of General Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of entity each represents.

D. Project Architect and/or representative of Architect may/shall attend meetings called by Owner to ascertain that Work is expedited consistent with Contract Documents and construction schedules.

1.2 PRE-CONSTRUCTION MEETINGS
A. Timing: Within 14 days after date of Notice to Proceed.

B. Location: Central site, convenient for all parties, approved by Owner.

C. Attendance:

1. Owner representatives.

2. Project Architect and/or representatives and their professional consultants, at Architect’s option.

3. General Contractor's Superintendent, Project Manager and Foreman.

4. Major Subcontractors.

5. Major suppliers.

6. Others as appropriate.

D. Suggested Agenda:

1. Use of Premises:
a. Site access
b. Site security
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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PROJECT MEETINGS 01 31 19 - 2
c. Utility hook-up point of connections (POC’s)
d. Site specific safety issues
e. Vehicular and pedestrian traffic
f. Emergency vehicle access (ambulance and fire)
g. Material delivery, staging/lay-down area(s)
h. Noise, dust control and SWPPP requirements
i. Other jurisdictional agency requirements
j. Hours of work
k. Project signage

2. Distribution of Project Directory including names, email addresses and phone numbers of all project participants.

3. Distribution of list of major subcontractors and suppliers.

4. Project Construction Schedule:
a. Timing of submission of Construction Schedule updates. b. 3-week look-a-head schedule.

5. Scheduling of subsequent Owner/Architect/General Contractor meetings.

6. Review of all forms of “change” documentation:
a. Architect’s Supplemental Instructions (ASI)
b. Architect’s Request for Clarification (ARC).
c. Request for Information (RFI).
d. Change Order (CO).
e. Construction Change Directive (CCD).
f. Proposal Request (PR).
g. Etc.

7. Review of all form templates included in Specifications:
a. Submittal Cover Sheet.

8. Pay Application:
a. Level of detail expected in the Schedule of Values to be included with each Pay Application.
b. Timing for submission of “pencil draft” of Pay Application for preliminary review by Project Inspector, Owner Representative and Architect.

9. Project Coordination
a. Critical work sequencing.
b. Major equipment deliveries and priorities.
c. Designation of responsible personnel.

10. Use of Newforma construction administration software:
a. Document routing protocols.
b. Submittal and RFI processes.
c. Information exchange website.

11. Distribution of Contract Documents.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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PROJECT MEETINGS 01 31 19 - 3

12. Procedures for maintaining Record Documents.

E. A separate pre-construction meeting shall be held for roofing and other items as identified in Divisions 2 through 49 sections.

1.3 PROGRESS MEETINGS AND SPECIALLY CALLED MEETINGS
A. General Contractor shall schedule regular periodic meetings, as required.

B. Owner or Architect may/shall hold specially called meetings as required by progress of work.

C. Location of meetings: Project field office of General Contractor; except as otherwise required.

D. Special technical meetings: Meetings will be held prior to beginning work under various technical specifications:

1. Called by Owner and/or Architect at their option.

E. Attendance:

1. General Contractor's project representative and job superintendent.

2. Project Architect, and their professional consultant as needed, at their option.

3. Subcontractors as appropriate to agenda.

4. Suppliers as appropriate to agenda.

5. Others.

F. Suggested Agenda:

1. Review and approval of minutes of previous meeting.

2. Review of work progress since previous meeting.

3. Field observations, problems, conflicts.

4. Problems which impede Construction Schedule.

5. Review of off-site fabrication, delivery schedules.

6. Corrective measures and procedures to regain projected schedule.

7. Revisions to Construction Schedule.

8. Progress, schedule, during succeeding work period.

9. Coordination of schedules.

10. Review submittal schedules; expedite as required.

11. Maintenance of quality standards.

12. Pending changes and substitutions.

13. Review proposed changes for:
a. Effect on Construction Schedule and on completion date. b. Effect on other contracts of Project.

14. Other business.

1.4 FINAL CLOSEOUT MEETING
A. Refer to Division 1 for protection and cleaning requirements.

PART 2 - PRODUCTS
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PROJECT MEETINGS 01 31 19 - 4
PART 3 - EXECUTION
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END OF SECTION 01 31 19
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CONSTRUCTION PROGRESS SCHEDULE 01 32 16 - 1
SECTION 01 32 16 – CONSTRUCTION PROGRESS SCHEDULE
PART 1 - GENERAL

1.1 DESCRIPTION:

A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 General Requirements apply to the work of this Section.

B. Within fifteen (15) days after award of the Contract, submit to the Architect estimated construction progress schedule for the Work, with sub schedules of related activities essential to its progress. Submit revised progress schedules periodically, and with monthly Applications for Payment.

1.2 FORMAT
A. Bar Chart or CPM Schedule: Prepare Progress Schedule as a horizontal bar chart with separate bar for each major portion of Work or operation, identifying first work-day of each week or as a network analysis system using the critical path method, as outlined in The Associated General Contractors of America (AGC) publication "The Use of CPM in Construction - A Manual for General Contractors".

B. Sequence, Scale and Size: Provide listing in the chronological order of the start of each item of Work. Prepare at a scale to provide space for notations and revisions. Make sheet size appropriate to the size of the project, in multiples of 8-1/2 x 11 inches.

1.3 CONTENT:

A. General: Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction. Coordinate content with Schedule of Values specified in Division 1.

B. Phases: Identify work of separate stages and other logically grouped activities. Provide sub-schedules for each stage of Work as required in Division 1 summary of work. Provide sub-schedules to define critical portions of the entire Schedule.

C. Items of Work: Identify each item by specification Section number. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month.

D. Required Submittals: Provide separate schedule of submittal dates for shop drawings, product data, and samples, and dates reviewed submittals will be required from Architect/Engineer.

Indicate decision date for selection of finishes or products.

1.4 REVISIONS TO SCHEDULES:

A. Indicate progress of each activity to date of submittal, and projected completion date of each activity. Identify activities modified since previous submittal, major changes in scope, and other identifiable changes. Provide narrative report to define problem areas, anticipated delays, and impact on Schedule. Report corrective action taken, or proposed, and its effect.

3.1 Submittals: After review, resubmit required revised data within ten (10) days. Submit revised Progress Schedules with each Application for Payment. Provide the number of opaque reproductions which General Contractor requires, plus two (2) copies which will be retained by the Architect and Owner.

3.2 Distribution: Distribute copies of reviewed Schedules to project site file, Subcontractors, suppliers, and other concerned parties. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in Schedules.

END OF SECTION 01 32 16
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SUBMITTAL PROCEDURES 01 33 00 - 1
SECTION 01 33 00 – SUBMITTAL PROCEDURES
PART 1 - GENERAL

1.1 WORK INCLUDED
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 General Requirements apply to the work of this Section.

B. Perform labor required to execute this work as indicated on the drawings, as specified herein and as necessary to complete the work required by project conditions, including but not limited to:

1. Ensure that specified products are furnished and installed in accordance with design intent by following procedures established herein for advance submittal of design data for its review by the Architect and their Engineers and consultants.
a. Refer to Division 1 for sustainability, commissioning, and O&M Manual submittal requirements.

C. The following forms are included within the scope of this specification section, and shall be used as needed and/or required:

1. Construction:
a. Submittal Cover Sheet
1) General Contractor shall fill in and provide with all submittals including proper numbering and subsequent numbering.

1.2 QUALITY ASSURANCE
A. Construction

1. Coordination of submittals:
a. General Contractor shall:
1) Prior to each submittal, carefully review and coordinate all aspects of each item being submitted.
2) Verify that each item of the submittal conform in all respects with the specified requirements.
3) Place their stamp and signature on each submittal, which shall certify that required coordination of all items has been performed and that the submittal is complete. 4) Make no changes to any submittal after it has been reviewed and the equipment or materials shall not deviate in any way except with written approval by the Architect.

Fabrication or other work performed in advance of approval shall be done entirely at the General Contractor’s risk.
5) Make it their responsibility to ensure there is no conflict with other submittals and to notify the Architect in any case where the General Contractor’s submittal may concern work by another General Contractor or the Architect.
a) The General Contractor is solely responsible for coordination of submittals among all related crafts performing the Work.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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b) The General Contractor shall verify that their Sub-Contractors’ submittals are complete in every way and meet the requirements of the Contract. b. The review of the General Contractor’s submittals shall not relieve the General Contractor of responsibility for any error or of any obligation for accuracy of dimensions and details, for agreement with and conformity to the Contract, or responsibility to fulfill the Contract as prescribed. Nor shall such review be considered as approval of any deviation or conflict unless the Architect has been expressly advised of the same as set forth immediately above, and the Architect has expressly approved such deviation or conflict. c. Minimum requirements for submittals are contained in these Specifications. Additional and/or project-specific requirements may be contained in the Contract. The General Contractor is responsible for identifying and providing all required submittals.

1.3 INFORMATION PROVIDED BY DESIGN TEAM
A. PDF format finish drawing files of site, floor and/or roof plans will be provided to General Contractor by Architect using the following process:

1. Written request for specific plans shall be submitted to Architect

2. Upon receipt of request, Architect will issue Electronic File Waiver to General Contractor to be signed and returned.

3. Upon receipt of signed Waiver, Architect will issue requested files via email or our FTP Site (Newforma Information Exchange) to General Contractor who will distribute as needed to their Subcontractors.

B. CAD base files may be provided to General Contractor by Architect using the following process:

1. Written request for specific plans shall be submitted to Architect. a. CAD files which will be made available upon request: Floor Plans, Roof Plans, Ceiling Plans, and Exterior Building Elevations.
b. Details / Detail sheets will not be made available.

2. Upon receipt of request, Architect will issue Electronic File Waiver to General Contractor to be signed and returned.

3. Upon receipt of signed Waiver, Architect will issue requested files via email or our FTP Site

4. (Newforma Information Exchange) to General Contractor who will distribute as needed to sub-contractors. Sub-contractors shall sign and return waiver to General Contractor prior to being issued the CAD files. Copies of the sub-contractor signed waivers shall be forwarded to Architect for their records.

PART 2 - PRODUCTS

2.1 SUBMITTALS / SHOP DRAWINGS
A. Construction:

1. General
a. Shop drawings shall be submitted with sufficient turn-around time to allow adequate time for review and re-submittal and re-review as needed.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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1) The General Contractor is solely responsible for monitoring the timing of submittals as related to the Construction Schedule, and delivery to the Architect for review. 2) Reviewed submittals will be returned to the General Contractor via email or Newforma Information Exchange.
a) One hard copy of reviewed full size shop drawings (as needed) will be returned via overnight courier or other physical delivery method. 3) No work shall proceed without prior review of shop drawings. a) Copies of all reviewed shop drawings shall be maintained on file at the job site at all times.
4) No materials or equipment associated with shop drawings requiring review shall be delivered to the job site or installed without Architect’s and their Engineer’s review. 5) Delay in work caused by late submittals, proceeding with work using un-reviewed shop drawings, or from the necessity of resubmittal shall not affect the contract terms of payment or time.
b. Format
1) Distribution:
a) All electronic submittals shall be submitted to the Architect by email or thru project management program/website, as directed by the Architect. i. If required otherwise by Owner, submittals could also be required to be submitted via email or another process to Owner.
2) Electronic:
a) All submittals – drawings and other content shall be submitted to Architect in PDF format.
i. One PDF file, which shall include the submittal cover sheet and all submittal pages, shall be provided per Submittal.
ii. One submittal shall be provided per specification section. 1 Separate submittals for individual components/items within a specification section will not be accepted.
iii. If required otherwise by Owner submittals could also be required to be submitted via email or another process to Owner.
3) Hard copies (Structural Steel, Storefront/Window Wall, or other large-format shop drawings only):
a. Printed drawings shall be provided when requested by the Architect.

1. Quantity: Two
b. Drawing sizes shall be full size for all plans and detail sheets, 30 x 42 unless approved otherwise by Architect.
c. Material samples:
1) Samples shall be submitted via overnight courier or other physical delivery method.

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2) Number of samples submitted shall be: 4 minimum
a) (4) Four samples includes one for Architect, one for Owner, one for General Contractor and one for subcontractor.
i. General Contractor shall provide additional samples if they need ones for others not herein listed.
b) Physical samples are required to be provided for any product review which includes color selection or review; color selection/review will not be made from digital files.

B. Submittal package:

1. General:
a. Each page in submittal and all samples shall bear the Submittal Number, in the format herein indicated.
b. A Stamp and signature shall appear on each submittal issued by General Contractor to signify they have provided an initial review to insure submittal is in compliance with contract documents and specifications, change orders, RFI’s, etc. and acceptable for distribution. Submittals which do not conform to this procedure will be returned unreviewed. c. Unless otherwise noted within individual specification sections, all portions or items required for the submittal of a section shall be submitted simultaneously in one submittal package under one submittal number. Submittals which do not conform to this procedure will be returned to General Contractor un-reviewed. d. Certain products which work as assemblies or which need to be coordinated, but which are specified under separate specification sections, will be required to be submitted concurrently; refer to the individual specification sections for additional information as to where this condition will apply. Submittals which do not conform to this procedure will be returned to General Contractor un-reviewed.

2. The following items shall be required in all submittal packages:
a. Cover Sheet Transmittal Form
1) As herein supplied or containing the same information and provided by General Contractor.
b. Deviation Request Form if applicable
1) This shall include marked up copy of original Specification section with all areas, items, etc. that deviate from what is being submitted.

3. When identified within a specification section, the following items, as defined below, shall be included in the submittal package:
a. Manufacturer Product & Technical Data
1) Manufacturer's data sheets containing product description, physical properties, performance characteristics, VOC Compliance (for items subject to VOC restrictions to meet CalGreen and LEED requirements), and testing compliance references.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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2) Product Data sheets should be annotated with the specific specification section and line item for which the product is being proposed.
b. Manufacturer MSDS Sheets
1) Manufacturer’s current Material Safety Data Sheet,
c. Manufacturer Installation Instructions
1) Document including manufacturer’s recommended preparation, installation and protection procedures.
d. Manufacturer and/or Contractor Warranty
1) Preliminary copy of manufacturer’s or installer’s additional warranty showing compliance with warranty requirements within a specification section. e. Installer / Applicator Qualifications and References 1) List of Projects meeting criteria indicated in specifications, along with contact names, phone numbers and email addresses for use by Architect and Owner. f. Manufacturer Approved/Trained/Certified Installer/Applicator 1) Copy of certificate, or letter from manufacturer showing compliance with criteria indicated in specifications.
g. Manufacturer Certifications
1) A certificate of compliance from recognized independent testing laboratory, regarding material requirements specified.
h. Manufacturer Test Reports
1) Test reports complying with specific requirements identified in each applicable Specification Section.
i. Weld Procedures
1) Document showing all weld types, materials and procedures applicable to the project. j. Mix Designs
1) All concrete mix designs proposed for use on the project, stamped by a licensed Civil Engineer, for review and approval; include test data used to establish proportions. k. Shop Drawings
1) Shop drawings shall include, but not be limited to:
a) Dimensioned and noted plans, elevations, sections and details as required to show all proposed construction; highlight those items which deviate from drawings and those which are added or deleted items.
b) Other items as noted in each specific Specification Section. l. Engineering Calculations
1) When required by specification section, provide engineering calculations, stamped and signed by a Civil Engineer licensed in the State of California.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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m. Panel Lifting Drawings
1) When required by specification section, provide engineered panel lift drawings and details, stamped and signed by a Civil Engineer licensed in the State of California. n. Isometric Drawing
1) 3-dimensional drawing of structural system.
o. Samples and Mockups
1) Three (3) minimum physical samples of specified products which illustrate materials, color, patterns, equipment, workmanship, etc. and which establish standards by which product(s) and/or work will be judged.
a) Sizes shall be of sufficient size to clearly illustrate functional characteristics of product and material and shall confirm to the list below unless otherwise noted within a specific Specification Section:
i. Flat or Sheet Products: Minimum 12"x12" square, maximum 24"x24" ii. Linear Products: Minimum 12", maximum 24" long
iii. Bulk Products: Minimum one pint, maximum one gallon iv. Tile: Full set to represent each color / color range v. Carpet: Size to show complete pattern
b) Quantity shall be sufficient to clearly illustrate the full range of finish, color, texture and pattern of the specified product.
i. When an exact finish, color, pattern, or texture is not indicated in the Contract Documents, the submittal shall include the manufacturer’s choice of colors for Architect’s review and selection.
2) When required by specifications, erect a mockup at Project site at location acceptable to Owner and Architect.
a) Mock up shall be either a “Product” mock-up or an “Assembly” mock-up, refer to individual specification sections for specific requirements. b) Construct the mockup complete, including work of all trades required in finished work.
c) Architect and Owner shall decide if mockup will be part of finish work. i. Items and assemblies which will be covered up by finish materials shall be separate and not part of finished building.
p. Other:
1) As noted and defined within individual Specification Sections.

C. The following items shall be required to be submitted as part of Project Closeout; refer to Division 1 project close-out requirements for additional information.

1. Operation & Maintenance Manuals

2. Warranties

3. Extra Material / Spare Parts

4. Training Requirements
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D. Deferred Submittals

1. The deferred submittals as indicated in contract documents and/or required by agencies shall be submitted to the appropriate agency by the General Contractor.

2. General Contractor shall provide complete coordination with all agencies.

3. The deferred submittals submitted to the agencies shall be approved by the Agencies Having Jurisdiction prior to purchase, fabrication and construction of said product/material.

E. Requirements for Different manufacturer and/or different Subcontractor.

1. The General Contractor shall provide re-submittal if product and/or Subcontractor is requested to be changed at General Contractor’s discretion.

2. Re-submittal initiated by the General Contractor shall not be acceptable unless authorized by the Architect, and such authorization shall include agreement by the General Contractor to pay Architect for their time to review new submittal.

3. Fee for this review shall be $350.00 per hour and payable upon Architect’s completion of this review.)
F. Requirements For Commissioning

1. Normal Submittals
a. The Commissioning Agent will review normal General Contractor submittals applicable to systems being commissioned for compliance with commissioning needs concurrently with A/E reviews.

2. Data for Commissioning
a. The Commissioning Agent will identify all specific information needed about each piece of commissioned equipment or system.
b. The General Contractor will include this information along with their normal submittals or include the required information with additional Commissioning submittals. c. The information requested will typically include detailed manufacturer installation and start-up, operating, troubleshooting and maintenance procedures, full details of any required tests, fan and pump curves, full factory testing reports, and full warranty information, including all responsibilities of the Owner to keep the warranty in force clearly identified. In addition, the installation and checkout materials that are actually shipped inside the equipment and the actual field checkout sheet forms to be used by the factory or field technicians shall be submitted for review by the Commissioning Agent.
d. The Commissioning Agent may also request further documentation necessary for the commissioning process, refer to Division 1 for commissioning requirements. e. The General Contractor may be required to provide this data prior to normal submittals.

PART 3 - EXECUTION

3.1 SUBMITTAL SUBMISSION REQUIREMENTS
A. Within 10 business days following the Notice to Proceed, the General Contractor shall submit a Schedule of Submittals showing the anticipated order and number of submittals and the anticipated dates the submittals will be provided for Architect’s review.

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B. Submittals shall be submitted to Architect after Notice to Proceed and at the earliest possible time to allow the most time possible for the Architect’s review, processing, routing and any subsequent resubmittals needed.

1. Standard turn-around for most submittals shall be 10 business working days, excluding weekends and holidays.
a. Submittals for items such as Structural Steel, Storefront, Window Wall and Flashing may take considerably longer than 10 business working days. b. If a significant number of submittals are provided by General Contractor to Architect at one time, discussions between General Contractor and Architect will determine submittal review priorities as standard 10 business working day turn-around times may not apply.

C. Submittal Routing

1. The time necessary for physical routing via: mail, delivery service, etc. including the day(s) sent and the day(s) received shall not be included in the review time by the Architect and/or their Consultants.

D. All submittals shall be accompanied by letter of transmittal addressed to Architect and include a Submittal Cover Sheet.

1. Cover sheet shall include Architect’s project number, Project name, General Contractor’s company name, subcontractor’s company name and submittal number formatted as specified below.

2. Cover sheet shall include index of items submitted, properly identified with Architectural Document Drawing Numbers, etc.

E. Submittal Numbering

1. Indicate Submittal section, number and revision number, in that order.

2. Numbering examples
a. First submittal for a given section:
1) First Submittal
Section Number Revision
03 30 00 01 00
2) Second Submittal
Section Number Revision
03 30 00 01 01
3) Third Submittal and not requiring a resubmittal
Section Number Revision
03 30 00 01 02
Note: The submittal number must stay the same for all subsequent resubmittals of a submittal package. The only number that changes is the Revision number. b. When allowed by the Architect, a subsequent submittal for same section number but different item would look like this:
1) First initial Submittal
Section Number Revision
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03 30 00 02 00
2) Second Submittal
Section Number Revision
03 30 00 02 01
3) Third Submittal and not requiring a resubmittal
Section Number Revision
03 30 00 02 02
F. Architect shall review submittals for conformance with design concepts of project and review by Architect covers only such conformance.

1. Effort will be made by Architect to discover any errors, but responsibility for accuracy and correctness of all submittals shall be the General Contractor’s.

G. Review of submittals will be general and shall not relieve General Contractor from responsibility for proper fitting and construction of Work, nor from furnishing materials and work required by Contract, which may not be indicated on submittals when reviewed.

H. No portion of Work requiring submittals shall be commenced until Architect has reviewed submittal.

1. All such portions of Work shall be in accordance with reviewed submittals.

3.2 SEQUENCE OF SUBMITTALS
A. FIRST SUBMITTAL

1. The General Contractor shall provide first submittal package review by Architect and their Consultants.
a. Unless otherwise noted within individual specification sections, all portions or items required for the submittal of a section shall be submitted simultaneously in one submittal package under one submittal number. Submittals which do not conform to this procedure will be returned un-reviewed.
b. Certain products which work as assemblies or which need to be coordinated, but which are specified under separate specification sections, will be required to be submitted concurrently; refer to the individual specification sections for additional information as to where this condition will apply. Submittals which do not conform to this procedure will be returned to un-reviewed.

B. FIRST RESUBMITTAL (Second overall submittal)

1. The General Contractor shall submit a modified submittal based upon comments derived from “First Submittal.”
a. Resubmittals shall address all comments from the Architect, and their Consultants.

Resubmittals shall consist of only those portions of the original submittal that have been returned and marked “REVISE AND RESUBMIT” or “REJECTED” and for which the resubmittal is required.
b. Resubmittal of Shop Drawings necessitated by required corrections shall not be a cause for extension of time. The General Contractor shall direct specific attention in writing or City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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on resubmitted Shop Drawings, Product Data or Samples, to revisions other than the corrections requested on previous submittals.
c. Revised submittal shall maintain same products and manufacturers from “First Submittal” unless requested otherwise by Architect.
d. The first resubmittal review by Architect shall be deemed to be the last. If subsequent submission is required for this specific item, it is due to General Contractor’s failure to provide an accurate resubmittal. In this case, the Architect shall consider review of the second resubmittal as an additional service.
1) The General Contractor is responsible for the Architect’s review costs for each resubmittal in excess of the first resubmittal. These costs will be back charged to the General Contractor by the Owner.

C. SECOND RESUBMITTAL (Third overall submittal)

1. The General Contractor shall provide this “Second Resubmittal” only if requested by Architect and/or Architect’s consultant.

2. If this “Second Resubmittal” is initiated by the General Contractor, it shall not be acceptable unless authorized by the Architect, and such authorization shall include agreement by the General Contractor to pay Architect for their time to review resubmittal. a. A retainer of $750.00 shall be paid prior to Architect’s review. b. A fee for this review shall be at $250.00 per hour and payable upon Architect’s completion of this review.)
END OF SECTION 01 33 00
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SECTION 01 41 00 – REGULATORY REQUIREMENTS
PART 1 - GENERAL

1.1 PRINCIPAL WORK IN THIS SECTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 General Requirements apply to the work of this Section.

B. This section and related attachments are for general use and specific use as herein indicated, as herein specified and as necessary to complete the work required by project conditions, including but not limited to:

1. References to:
a. Building Codes and Regulations.
1) All construction shall be in accordance with:
a) All applicable codes & all local regulations & local agencies having jurisdiction. b) The Americans with Disabilities Act.
c) State and Federal Regulations and Agencies having jurisdiction.

C. The General Contractor shall obtain and maintain at the project site a copy of the referenced codes as deemed necessary to complete the work.

1.2 REFERENCE STANDARDS
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC) www.bsc.ca.gov current edition at time of permit issuance.

1. Part 1 – California Administrative Code - (CAC)

2. Part 2 - Volume 1 & 2 - California Building Code – (CBC)

3. Part 3 – California Electrical Code – (CEC)

4. Part 4 – California Mechanical Code – (CMC)

5. Part 5 – California Plumbing Code – (CPC)

6. Part 6 – California Energy Code –(CEC)

7. Part 7 – (No longer published, refer to Title 8)

8. Part 8 – California Historical Building Code

9. Part 9 – California Fire Code (CFC)

10. Part 11 – California Green Building Standards Code

11. Part 12 – California Referenced Standards Code
B. Current California Code of Regulations (CCR), Office of Administrative Law www.oal.ca.gov/CCR.htm

1. Title 8, CCR, Industrial Regulations, Subchapter 6. Elevator Safety Orders

2. Title 19 CCR, Public Safety
C. ATBCB ADAAG - Americans with Disabilities Act Accessibility Guidelines, current version.

D. NFPA: Including, but not limited to the following; editions as listed, unless jurisdiction recognizes another edition:

1. 2022 NFPA 10 Standard for Portable Fire Extinguishers

2. 2022 NFPA 12 Standard on Carbon Dioxide Extinguishing Systems

3. 2022 NFPA 12A Standard on Halon 1301 Fire Extinguishing Systems

4. 2022 NFPA 13 Installation of Sprinkler Systems

5. 2020 NFPA 13E Recommended Practice for Fire Department Operations in Properties Protected by Sprinkler and Standpipe Systems

6. 2024 NFPA 14 Installation of Standpipe, Private Hydrant and Hose Systems

7. 2022 NFPA 15 Standard for Water Spray Fixed Systems for Fire Protection

8. 2024 NFPA 17 Dry Chemical Extinguishing Systems

9. 2024 NFPA 17A to a UL 300 for Class I Hood Fire Suppression System. (Wet Chemical Extinguishing Systems)

10. 2021 NFPA 18 Standard on Wetting Agents

11. 2022 NFPA 18A Standard on Additives for Fire Control and Vapor Mitigation

12. 2022 NFPA 20 Installation of Stationary Pumps for Fire Protection

13. 2023 NFPA 22 Water Tanks for Private Fire Protection

14. 2022 NFPA 24 Installation of Private Fire Service Mains and Their Appurtenances

15. 2023 NFPA 25 Inspection, Testing, Maintenance of Water-Based Fire Protection Systems

16. 2024 NFPA 30 Combustible and Flammable Liquids Code

17. 2024 NFPA 30A Code for Motor Fuel Dispensing Facilities and Repair Garages

18. 2022 NFPA 72 National Fire Alarm Code

19. 2024 NFPA 75 Standard for the Protection of Information Technology Equipment

20. 2024 NFPA 76 Standard for the Fire Protection of Telecommunications Facilities

21. 2022 NFPA 80 Standard for Fire Doors and Other Opening Protectives

22. 2022 NFPA 80A Recommended Practice for Protection of Buildings from Exterior Fire Exposures

23. 2023 NFPA 85 Boiler and Combustion Systems Hazards Code

24. 2023 NFPA 86 Standard for Ovens and Furnaces

25. 2024 NFPA 90A Standard for the Installation of Air-Conditioning and Ventilating Systems

26. 2024 NFPA 90B Standard for the Installation of Warm Air Heating and Air-Conditioning Systems

27. 2024 NFPA 101 Life Safety Code

28. 2022 NFPA 110 Standard for Emergency and Standby Power Systems

29. 2022 NFPA 2001 Clean Agent Fire Extinguishing Systems

1.3 DATES OF CODES
A. Except where a specific date of issue is mentioned herein, references to specifications issued by the above named and other organizations shall mean the edition current on the date of the issuance of project permit.

1.4 MISCELLANEOUS REQUIREMENTS
A. OSHA Requirements

1. General Contractor must comply with all standards and requirements of the occupational safety and health administration.
a. Notify Owner immediately of items not complying.

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PART 2 - PRODUCTS
Not used
PART 3 - EXECUTION
Not used
END OF SECTION 01 41 00
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THIS PAGE IS INTENTIONALY BLANK
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SECTION 01 42 00 - REFERENCES
PART 1 - GENERAL

1.1 PRINCIPAL WORK IN THIS SECTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 General Requirements apply to the work of this Section.

B. This section and related attachments are for general use and specific use as herein indicated as herein specified and as necessary to complete the work required by project conditions, including but not limited to:

1. References to:
a. Standards
b. Associations
c. Definitions
d. Abbreviations
e. Miscellaneous items are intended to provide a central location for reference. 1) This section shall provide assistance with definitions.

C. The General Contractor shall obtain and maintain at the project site a copy of the referenced standards as deemed necessary to complete the work.

1.2 REFERENCE STANDARDS
A. Refer to Section 01 41 00 – Regulatory Requirements

1.3 ASSOCIATIONS
A. Associations shall include, but not be limited to:

1. AA Aluminum Association www.aluminum.org

2. AABC Associated Air Balance Council

3. AAC Aluminum Anodizers Council

4. AAMA American Architectural Manufacturers Association www.aamanet.org

5. AAN American Association of Nurserymen

6. AASHTO American Association of State Highway and Transportation Officials www.transportation.org

7. AATCC American Association of Textile Chemists and Colorists

8. AAU Amateur Athletic Union

9. ABMA American Boiler Manufacturers Association www.abma.com

10. ACIL American Council of Independent Laboratories

11. ACPA American Concrete Pipe Association

12. ADA/ ADAAG Americans with Disabilities www.usdoj.gov/crt/ada/adahom1.htm Act Accessibility Guidelines www.access-board.gov

13. ADC Air Diffusion Council

14. AFPA American Forest and Paper Association
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15. AGA American Gas Association www.aga.org

16. AGC Associated General Contractors of America www.agc.org

17. AGMA American Gear Manufacturers Association www.agma.org

18. AHA American Hardboard Association

19. ACI American Concrete Institute www.aci-int.org

20. AHAM Association of Home Appliance Manufacturers

21. AI Asphalt Institute

22. AIA American Institute of Architects www.aia.org

23. AIHA American Industrial Hygiene Association

24. AIMA Acoustical and Insulating Materials Association

25. AISC American Institute of Steel Construction www.aisc.org

26. AISI American Iron and Steel Institute www.steel.org

27. AITC American Institute of Timber Construction

28. ALI Associated Laboratories, Inc.

29. ALSC American Lumber Standards Committee

30. AMCA Air Movement and Control Association

31. ANSI American National Standards Institute www.ansi.org

32. AOSA Association of Official Seed Analysts

33. APA American Plywood Association www.apawood.org

34. API American Petroleum Institute www.api.org

35. APWA American Public Works Association www.apwa.net

36. ARI Air-Conditioning and Refrigeration Institute

37. ARMA Asphalt Roofing Manufacturers Association

38. ASA Acoustical Society of America www.asa.aip.org

39. ASC Adhesive and Sealant Council

40. ASCE American Society of Civil Engineers www.asce.org

41. ASHRAE American Society of Heating, Refrigerating, and Air-Conditioning Engineers www.ashrae.org

42. ASME American Society of Mechanical Engineers(ASME), www.asme.org

43. ASPA American Sod Producers Association (ASPA)

44. ASPE American Society of Plumbing Engineers (ASPE), www.aspe.org

45. ASSE American Society of Sanitary Engineering (ASSE), www.asse- plumbing.org

46. ASTM American Society For Testing & Materials www.astm.org

47. ATIS Alliance for Telecommunications Industry Solutions

48. AWG American Wire Gage

49. AWI Architectural Woodwork Institute www.awinet.org

50. AWPB American Wood Preservers Bureau www.awpa.com

51. AWS American Welding Society www.aws.org

52. AWWA American Water-Works Association www.awwa.org

53. AWPA American Wood Protection Association

54. AWPI American Wood Preservers Institute www.awpai.com

55. BHMA Builder’s Hardware Manufacturers Association www.buildershardware.com

56. BIA Brick Industry Association

57. BIFMA The Business and Institutional Furniture Manufacturer’s Association

58. BSI Building Stone Institute
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59. CAGI Compressed Air and Gas Institute

60. CALTrans State of California, Department of Transportation

61. CAUS Color Association of the United States

62. CBHF Bureau of Home Furnishings and Thermal Insulation, State of California, Dept. of Consumer Affairs

63. CBSC California Building Standards Commission (California Code of Regulations, Title 24) www.bsc.ca.gov

64. CBM Certified Ballast Manufactures

65. CCC Carpet Cushion Council

66. CCMTC California Concrete Masonry Technical Committee

67. CDA Copper Development Association

68. CFFA Chemical Fabrics and Film Association, Inc.

69. CGA Compressed Gas Association

70. CISCA Ceilings & Interior Systems Construction Association www.cisca.org

71. CISPI Cast Iron Soil Pipe Institute

72. CLFMI Chain Link Fence Manufacturing Institute

73. CPSC Consumer Product Safety Commission

74. CRA California Redwood Association www.calredwood.org

75. CRI Carpet and Rug Institute

76. CRSI Concrete Reinforcing Steel Institute www.crsi.org

77. CS Commercial Standard

78. CSA Canadian Standards Association

79. CSI Construction Specifications Institute www.csinet.org

80. CSSB Cedar Shingle and Shake Bureau

81. CTI Ceramic Tile Institute www.ctioa.org

82. DFPA Douglas Fir Plywood Association now known as
American Plywood Association www.apawood.org

83. DHI Door Hardware Institute

84. DIPRA Ductile Iron Pipe Research Association

85. DLPA Decorative Laminate Products Association

86. DSA Division of the State Architect www.dsa.ca.gov

87. EIA Electronic Industries Association

88. EIMAEIFS Industry Manufacturers Association

89. EJMA Expansion Joint Manufacturers Association

90. ETL Electrical Testing Laboratory

91. FCI Fluid Controls Institute

92. FCICA Floor Covering Installation Contractors Association

93. FGMA Flat Glass Marketing Association

94. FM Factory Mutual Research Corporation www.fmglobal.com

95. FS Federal Specifications www.fss.gsa.gov/pub/fedspecs/search.cfm

96. FSC Forest Stewardship Council

97. FTI Facing Tile Institute

98. GA Gypsum Association

99. GANA Glass Association of North America
100. GIS Germany Institute for Standardization
101. HEI Heat Exchange Institute
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102. HI Hydronics Institute
103. HMA Hardwood Manufacturers Association
104. HMMA Hollow Metal Manufacturers Association (Division of NAAMM) www.naamm.org/hmma
105. HPVA Hardwood Plywood and Veneer Association
106. HUD U.S. Dept of Housing and Urban Development
107. IAPMO International Association of Plumbing and Mechanical Officials 108. IBD Institute of Business Designers
109. ICC International Code Council www.iccsafe.org
110. ICC-ES International Code Council Evaluation Service 111. ICEA Insulated Cable Engineers Association
112. ICBO International Conference of Building Officials www.iccsafe.org 113. ICRI International Concrete Repair Institute www.icri.org 114. IEC International Electro-technical Commission
115. IEEE Institute of Electrical and Electronics Engineers www.ieee.org 116. IESNA Illuminating Engineering Society of North America www.iesna.org 117. IFAI Industrial Fabrics Association International
118. IGCC Insulating Glass Certification Council
119. ILI Indiana Limestone Institute of America
120. IMIAC International Masonry Industry All-Weather Council 121. IMSA International Municipal Signal Association
122. IPCEA Insulated Power Cable Engineers Association www.icea.net 123. IPEMA International Play Equipment Manufacturers Association 124. IRI Industrial Risk Insurers
125. ISA Instrument Society for Measurement and Control 126. ISO International Standards Organization
127. JICS Joint Industry Conference Standards
128. KCMA Kitchen Cabinet Manufacturers Association
129. LEED Leadership in Energy and Environmental Design www.usgbc.org/LEED 130. LIA Lead Industries Association, Inc.
131. LPI Lightning Protection Institute
132. LSGA Laminators Safety Glass Association
133. MBMA Metal Building Manufacturers Association www.mbma.com 134. MCAA Mechanical Contractors Association of America 135. MFMA Maple Flooring Manufacturers Association
136. MIA Marble Institute of America
137. ML/SFA Metal Lath/Steel Framing Association (Division of NAAMM) 138. MMSA Materials and Methods Standards Association
139. MSS Manufacturer’s Standardization Society of the Valve and Fitting Industry www.mss-hq.org
140. NAA National Arborist Association
141. NAAMM National Association of Architectural Metal Manufacturers www.naamm.org 142. NAIMA North American Insulation Manufacturers Association 143. NAPA National Asphalt Pavement Association
144. NBFU National Board of Fire Underwriters (American Insurance Assn.) www.nbfu.com
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145. NCAA National Collegiate Athletic Association
146. NCCA National Coil Coaters Association www.coilcoating.org 147. NCMA National Concrete Masonry Association
148. NCPI National Clay Pipe Institute
149. NCRPM National Council on Radiation Protection and Measurements 150. NCSBCS National Conference of States on Building Codes and Standards www.NCSBCS.org
151. NCSPA National Corrugated Steel Pipe Association
152. NECA National Electrical Contractors Association
153. NEI National Elevator Industry, Inc. www.neii.org
154. NEMA National Electrical Manufacturers Association www.nema.org 155. NES National Evaluation Service www.icc-es.org
156. NETA International Electrical Testing Association
157. NFPA National Fire Protection Agency www.nfpa.org
158. NHLA National Hardwood Lumber Association
159. NISD National Institute of Steel Detailing www.nisd.org 160. NIST National Institute of Standards and Technology 161. NLGA National Lumber Grades Authority
162. NOFMA National Oak Flooring Manufacturers Association 163. NOMMA National Ornamental and Miscellaneous Metals Association 164. NPA National Particleboard Association
165. NPCA National Paint and Coatings Association
166. NRB National Research Board, Council Of American Building Officials 167. NRCA National Roofing contractors Association
168. NRMCA National Ready-Mix Concrete Association
169. NSF National Sanitation Foundation www.nsf.org
170. NSSEA National School Supply and Equipment Association 171. NSWMA National Sanitation and Waste Management Association 172. NTMA National Terrazzo and Mosaic Association
173. NWWDA National Wood Window and Door Association
174. OSHA Occupational Safety and Health Administration www.osha.gov 175. OSHPD Office of Statewide Health Planning and Development 176. PATMI Power Actuated Tool Manufacturer’s Institute, Inc. 177. PCA Portland Cement Association www.cement.org
178. PCI Pre-stressed Concrete Institute www.pci.org
179. PDCA Painting and Decorating Contractors of America 180. PDI Plumbing and Drainage Institute
181. PEI Porcelain Enamel Institute
182. PS Product Standard of National Bureau of Standards 183. RFCI Resilient Floor Covering Institute
184. RIS Redwood Inspection Service
185. RMA Rubber Manufacturers Association
186. SAMA Scientific Apparatus Makers Association
187. SDI Steel Deck Institute
188. SIGMA Sealed Insulating Glass Manufacturers Association 189. SFM State Fire Marshal
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190. SGCC Safety Glazing Certification Council
191. SJI Steel Joist Institute
192. SMA Screen Manufacturers Association
193. SMA Stucco Manufacturers Association
194. SMACNA Sheet Metal and Air Conditioning Contractors, Association www.smacna.org 195. SPIB Southern Pine Inspection Bureau
196. SPR Simplified Practice Recommendation
197. SPRI Single-Ply Roofing Institute
198. SSMA Steel Stud Manufacturers Association www.ssma.com 199. SSPC Steel Structures Painting Council www.sspc.org 200. SSPMA Sump and Sewage Pump Manufacturers Association 201. STI Steel Tank Institute
202. SWI Steel Window Institute
203. SWPA Submersible Wastewater Pump Association
204. SWRI Sealant, Waterproofing and Restoration Institute www.swrionline.org 205. SWRCB California Environmental Protection Agency, State Water Resources Control Board Water Quality (Stormwater Prevention Plan) 206. TCNA The Tile Council of North America, Inc. www.tileusa.com 207. TIMA Thermal Insulation Manufacturers Association
208. TPI Truss Plate Institute
209. UL Underwriters Laboratories, Inc. www.ul.com
210. UNI Uni-Bel PVC Pipe Association
211. USGBC United States Green Build Council
212. USP United States Pharmacopoeial Convention
213. USPHS United States Public Health Service www.usphs.gov 214. USDA United States Department of Agriculture
215. USTC & TBA United States Tennis Court and Track Builders Association 216. VWDI Vinyl Window and Door Institute
217. WA Wall Coverings Associations
218. WCLIB West Coast Lumber Inspection Bureau www.wclib.com 219. WCMA Window Covering Manufacturers Association
220. WCRSI Western Concrete Reinforcing Steel Institute 221. WH Warnock Hersey International, Inc.
222. WI Woodwork Institute
223. WLPDIA Western Lath, Plaster, Drywall Industries Association 224. WPS Welding Procedures Specifications
225. WRI Wire Reinforcement Institute
226. WSC Water Systems Council
227. WSFI Wood and Synthetic Flooring Institute
228. WWPA Western Woods Product Association www.wwpa.org 229. W.I. Woodwork Institute Manual of Millwork www.woodworkinstitute.com

1.4 DATES OF STANDARDS
A. Except where a specific date of issue is mentioned herein, references to specifications issued by the above named and other organizations shall mean the edition current on the date of the issuance of project permit.

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1.5 DEFINITIONS
A. The following are used in specifications and documents in addition to Division 1 as herein defined:

1. Accepted Equal or Accepted Equivalent:
a. Reviewed and accepted by the Architect as being equal in quality, utility and appearance and within the Design Intent of the documents, but shall not in any way change or delete the original intent of the documents.

2. Approved:
a. As accepted by the Architect, (shop drawings & Submittals shall be reviewed for design intent but shall not be approved.

1. Does not include review for items changed but not specifically noted by Contractor.

3. Approved Equal / Approved Equivalent:
a. As accepted by the Architect, (shop drawings & Submittals shall be reviewed for design intent but shall not be approved.

1. Does not include review for items changed but not specifically noted by Contractor.

4. As Required:
a. As required by referenced standards, existing project conditions, Contract Documents or regulatory requirements.

5. Directed:
a. As instructed by the Architect and/or Owner in writing.

6. Documents:
a. Includes:

1. Drawings

2. Project Manual/Specifications

3. Owner/Contractor Contract

4. Addendums

5. Supplemental Documents in accordance with project manual / specifications.

7. Drawings:
a. Drawn representation of the scope of work.

8. Furnish (materials):
a. To supply and deliver to the project site in new condition ready for installation and in operable and new condition.

9. Geotechnical Engineer
a. A Civil or Geotechnical Engineer licensed in the State of California, who is retained and paid by the Owner to perform services as specified in the Contract Documents.

10. Indicated:
a. As shown, noted on the drawings and/or specifications or scheduled in the drawings.

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11. Install (service or labor):
a. Anchor, fabricate, connect and/or fasten in place and adjust for use and/or place or apply in proper position & location and/or establish in place for use or service. b. To place in final position, complete, anchored, connected, and in operable condition with respect to required codes and/or governing agency requirements.

12. Project Manual:
a. Is the volume which includes the; Bidding Requirements, Contract Forms, Conditions of the Contract and the Specifications.

13. Provide:
a. To furnish, install and fabricate complete.

14. Shall:
a. To be construed as ‘mandatory’.

15. Site:
a. Area to be occupied by the Project.
b. Any portion directly outside exterior face of exterior walls.

16. Similar:
a. Shall be interpreted in its general sense and not as necessarily meaning identical, and all details shall be worked out in relationship to their location and to their connection with other parts of the work.

17. Owner:
a. The Owner of the project, or their authorized agent / on-site representative.

18. Testing Agency:
a. An organization other than the Testing Laboratory retained and paid by the Contractor to perform tests and reports on whether or not designated items of Work comply with the requirements of the Contract Documents.

19. Testing Laboratory:
a. An independent commercial testing organization, retained and paid by the Owner to perform tests and report on Work as specified in the Contract Documents, and as otherwise required.

1. General Contractor shall pay for Testing when they have not provided the appropriate time prior to testing being required to be done.

1.6 ABBREVIATIONS
A. The following is a reference list including basic abbreviations included in Project manual and/or drawings including, but not limited to;

1. Refer also to drawings and individual specifications for additional abbreviations. & and
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
REFERENCES 01 42 00 - 9
L Angle
@ at
CL Centerline
Ø Diameter
# Number
(E) Existing
(F) Future
(N) New
ACOUST Acoustical
ACP Asphalt Concrete Paving
ADA Americans with Disabilities Act
ADDL Additional
ADO Automatic Door Opener
ADJ Adjustable
A.F.F. Above Finish Floor
A.F.G. Above Finish Grade
AGGR Aggregate
ALUM Aluminum
APPROX Approximate
ARCH Architectural
ASSY Assembly
AV Audio Visual
BD Board
BITUM Bituminous
BKG Backing
BLDG Building
BLKG Blocking
BM Beam
BMP Best Management Practices
B.O. Bottom of / Back of
BR Backer Rod
BTWN Between
CAB Cabinet
CASAM Cold Applied Self Adhering Waterproof
Membrane
CBC California Building Code
CFCI Contractor Furnished Contractor Installed
CFOI Contractor Furnished Owner Installed
CJ Control Joint
CLG Ceiling
CLR Clear
CMU Concrete Masonry Unit
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
REFERENCES 01 42 00 - 10
CNTR Counter
C.O. Cased Opening
COL Column
CONC Concrete
CONT Continuous
CORR Corridor
CR Card Reader
CTR Center
CTSK Countersunk
CUST Custodial
CW Cold Water
DBL Double
DEG Degree
DEPT Department
DF Drinking Fountain
DIA Diameter
DIM Dimension
DISP Dispenser
DN Down
D.O. Door Opening
DR Door
DS Downspout
DTL Detail
DWG Drawing
E East
EA Each
EJ Expansion Joint
EL Elevation
ELEC Electrical
ELEV Elevator
EMER Emergency
ENCL Enclosure
EQ Equal
EQUIP Equipment
ETC Et Cetera
EW Each Way
EXP Expansion
EXT Exterior
FA Fire Alarm
FD Floor Drain
FND Foundation
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
REFERENCES 01 42 00 - 11
FE Fire Extinguisher and Bracket Mount with
Signage
FEF Fire Extinguisher and Fully Recessed Cabinet
with Signage
FES Fire Extinguisher and Semi- Recessed Cabinet
with Signage
F.F. Finish Floor
FIN Finish
FHC Fire Hose Cabinet
FLG Flooring
FLR Floor
FM Floor Mounted
F.O. Face of
FRP Fiber Reinforced Plastic
FT Foot or Feet
FTG Footing
FURR Furring
FURN Furniture
GA Gauge
GALV Galvanized
GC General Contractor
GD Garbage Disposal
GLB Glue Laminated Beam
GR Grade
GSM Galvanized Sheet Metal
GYP Gypsum
HB Hose Bibb
HC Hollow Core
HDWR Hardware
HT Height
HM Hollow Metal
HOR Horizontal
HVAC Heating, Ventilating, and Air Conditioning
I.D. Inside Diameter
i.e. Example
INSUL Insulation
INT Interior
IOR Inspector of Record
IT Information Technology
JT Joint
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
REFERENCES 01 42 00 - 12
KIT Kitchen
LAB Laboratory
LAM Laminate
LAV Lavatory
LT Light / Lighting
LTWT Lightweight
LVL Laminated Veneer Lumber
MATL Material
MAX Maximum
MECH Mechanical
MFGR Manufacturer
MIN Minimum
MISC Miscellaneous
M.O. Masonry Opening
MTD Mounted
MTL Metal
N North
N/A Not Applicable
NIC Not in Contract
NOM Nominal
NTS Not To Scale
O/ Over
O.C. On Center
O.D. Outside Diameter
OF Overflow
OFCI Owner Furnished Contractor Installed
OFOI Owner Furnished Owner Installed
OPNG Opening
OPP Opposite
PLAM Plastic Laminate
PL Plate
PLYWD Plywood
PR Pair
PROP Property
PSF Pounds per Square Foot
PSI Pounds per Square Inch
PSL Parallel Strand Lumber
PT Pressure Treated
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
REFERENCES 01 42 00 - 13
PV Photovoltaic
RAD Radius
RD Roof Drain
REF Reference
REFR Refrigerator
REINF Reinforcement/Reinforcing
REQD Required
RM Room
R.O. Rough Opening
RWL Rain Water Leader
S South
SAABM Spray Applied Air Barrier Membrane
SCHED Schedule
SF Square Foot/Feet
SHTG Sheathing
SHWR Shower
SIM Similar
SMS Sheet Metal Screws
SPEC Specification
SS Stainless Steel
STD Standard
STL Steel
STOR Storage
STRL Structural
T Tread
TBD To Be Determined
TEL Telephone
TEMP Temporary
T&G Tongue and Groove
T.O. Top of
TS Tube Steel
TV Television
TYP Typical
UC Under Counter
UL Underwriters Laboratory
UON Unless Otherwise Noted
VERT Vertical
VEST Vestibule
VIF Verify in Field
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
REFERENCES 01 42 00 - 14
W West
W/ With
WC Water Closet
WDW Window
WH Water Heater
W.O. Where Occurs
W/O With Out
WRB Water Resistant Barrier
WT Weight

1.7 MISCELLANEOUS REQUIREMENTS
A. Prior Use or Occupancy

1. Refer to Division 1 for closeout submittal procedures.

B. Lines &Levels

1. Before starting work, locate all general reference points. a. Take such steps as are necessary to prevent their dislocations or destruction. b. If disturbed or destroyed, replace as directed.
c. Employ competent surveyor to lay out work; be responsible for its accuracy.

C. As-Built – Record Drawings

1. Scope of contractors responsibilities, refer to, but not limited to:
a. Individual specification sections.
b. Division 1 – General Requirements
c. Refer to Division 1 for substitution, deviation and/or submittal procedures. d. Refer to Division 1 for closeout submittal procedures.

D. Workmanship

1. Refer to individual specification sections

2. Refer to Division 1 general requirements

3. Refer to Division 1 for quality control requirements.

4. All work involved in this project shall reflect the best possible workmanship. a. Any work which is not of the best workmanship shall be corrected or redone as is required for approval by the Architect, at no additional cost to the Owner.

5. No trade should apply any finishes or materials to any surfaces until they feel that the surfaces are ready to receive the finish or material and produce the best possible workmanship. a. Any trade who does apply the finish or materials to surfaces that are not ready shall remove and correct their work as well as prepare the existing surfaces involved at no additional cost to the Owner.

E. Vendor and Sub-Contractors
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
REFERENCES 01 42 00 - 15

1. General Contractor shall provide Architect with a complete list of subcontractors and principal vendors including addresses and telephone numbers. List each under heading of subcontractor category and/or vendor type.

2. The General Contractor is responsible for determination and coordination of union and/or nonunion project affiliation. a. General Contractor shall prepare and adhere to the Contract Construction Schedule based on required Contract time of completion. In the event of termination by parties hereto, all work performed and materials furnished shall be fairly allocated and apportioned in accordance with good construction practices.

F. Termination by Owner

1. Refer to but not limited to; General Conditions.

G. Warranties:

1. Refer to individual specification sections.

2. Refer to Division 1 for closeout submittal procedures.

H. Maintenance Manuals:

1. Refer to individual specification sections.

2. Refer to Division 1 for closeout submittal procedures.

I. Other items not herein listed;

1. Refer to but not limited to:
a. Refer to Division 1 for closeout submittal procedures.

PART 2 - PRODUCTS
Not used
PART 3 - EXECUTION
Not used
END OF SECTION 01 42 00
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
REFERENCES 01 42 00 - 16

1.1 PRINCIPAL WORK IN THIS SECTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Coordinate the work of this Section with all trades.

C. Verify applicable dimensions, clearances and heights at the jobsite.

1. Control quality of installation of materials & systems.

2. Control quality of construction.

3. Control quality of site demolition.

1.2 REFERENCE STANDARDS
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC) www.bsc.ca.gov current edition at time of permit issuance.

B. Title 24, California Code of Regulations, California Building Standards Commission.

C. ATBCB ADAAG - Americans with Disabilities Act Accessibility Guidelines, current version.

D. CBC Energy Code, California Code of Regulations, Title 24, Part 6, California Building Standards Commission.

E. Title 24, Chapter 11 – California Green Building Standards Code

1. Non-residential new construction:
a. All occupancy types.

1.3 PERFORMANCE, TESTING AND INSPECTION
A. General:

1. Comply with manufacturer’s standards.

2. Comply with Building Code.

3. Job site inspections shall be done as herein specified and as listed in drawings.

4. Testing shall be done as herein specified and as listed in drawings.

5. Comply with requirements of specific Specification Section and/or Drawings.

1.4 SUBMITTALS AND MOCK-UPS
A. Refer to Division 1 for substitution, deviation and/or submittal procedures.

1. Coordinate with each specific Specification Section.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
QUALITY CONTROL 01 45 00 - 2
B. Refer to Division 1 for sustainability requirements.

C. Mock-ups:

1. Shall be reviewed and approved in field by Architect.

1.5 QUALITY ASSURANCE
A. Refer as herein indicated and as indicated in each specific Specification Section.

B. Hazardous materials:

1. It is illegal to manufacture, sell or use products containing asbestos in the United States. a. These specifications rely on the product manufacturers and distributors to insure that the products they manufacture and/or distribute comply with all statutes and regulations governing their products.
b. It is understood that there has not been any testing or inspection done to confirm any hazardous materials of the specified products to confirm compliance with these statutes and regulations by the Architect.
c. Therefore, these specifications are done not knowingly including any specified products or materials which contain asbestos and/or any other hazardous material. d. Any materials suspected of containing hazardous materials shall be brought to the attention of Owner.

1.6 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Refer to Division 1 for product delivery, storage and handling requirements.

1.7 JOB CONDITIONS
A. Refer as indicated in each specific Specification Section.

B. Field-verify that all components, substrates, backing, mock-ups, etc. provided by others are installed correctly before proceeding with installation of products as herein specified.

1.8 PROTECTION
A. Protect finish surfaces at all times during testing.

1.9 RELATED WORK/SECTIONS
A. Related work includes, but is not limited to the following:

1. Project construction.

2. Project site demolition.

3. Testing & inspection by others.

B. Related Sections include, but are not limited to the following:

1. Division 1.

2. All Drawings and Specification Sections.

1.10 SEQUENCING AND SCHEDULING
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
QUALITY CONTROL 01 45 00 - 3
A. General Contractor shall schedule all testing & inspections and coordinate attendance by Architect, Owner, and others.

B. Schedule required testing, prior to the installation of materials, components, etc.

1.11 TESTING AND INSPECTIONS
A. Testing required by Testing Agent / Testing Agency shall be done in accordance with Division 1 Testing Laboratory service requirements and as indicated in the Contract Documents.

B. Testing required by General Contractor shall be done in accordance with this Section and each specific Specification Section requiring field testing and/or inspection.

C. Geotechnical Engineer:

1. Services of a Geotechnical Engineer are required for Work specified in various individual Specification Sections and/or as indicated in drawings and Division 1 Testing Laboratory service requirements.

1.12 GENERAL SYSTEM DESCRIPTION
A. Observation and Supervision:

1. The Architect and Owner or their appointed representatives will review the Work for design intent at appropriate stages, and the Contractor shall provide facilities and access to the Work at all times as required to facilitate this review.
a. Owner:
1) The Owner shall have access to the Work wherever it is in preparation or progress for ascertaining that work is in accordance with the Contract Documents. The General Contractor shall provide facilities, hard hats, and access and shall provide assistance for sampling or measuring materials.
2) The Owner will notify the Architect and Engineers of Record, and call to the General Contractor‘s attention all observed failure of work and/or material not conforming to Contract Documents.
b. General Contractor:
1) Shall comply with all requirements of the Contract Documents (Drawings, Specifications, Owner’s General Conditions and Owner–General Contractor Contract).

He shall supervise and direct the Work and maintain a competent superintendent on the job who is authorized to act in all matters pertaining to the Work. The General Contractor’s superintendent shall also inspect all materials as they arrive for compliance with the Contract Documents. He shall reject defective work or materials immediately upon performance or delivery.

B. Testing Laboratory services:

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
QUALITY CONTROL 01 45 00 - 4

1. Refer to Division 1 for Testing Laboratory service requirements.

C. Field testing not done under Division 1:

1. By General Contractor as required per Drawings and or Specifications.

D. Inspections:

1. Done by product and/or system manufacturer’s approved representative for products/systems requiring Inspections.

E. Observations:

1. Done by product and/or system manufacturer’s approved representative for products/systems requiring observations for general compliance.

F. Mock-ups:

1. Reviewed for acceptance by Architect and Owner as indicated in specific Specification Sections.

G. Mock-ups

1. Reviewed for acceptance by Architect and Owner as indicated in specific Specification Sections.

1.13 MAINTENANCE
A. Refer to each specific Specification Section for which products and/or assemblies will require follow-up maintenance and/or adjustment after project is complete and has been occupied for a given period of time.

PART 2 – PRODUCTS
Not Used
PART 3 - EXECUTION

3.1 INSPECTION/EXAMINATION
A. Verification of Conditions:

1. Examine areas and conditions under which work is to be performed.

2. Identify conditions detrimental to proper or timely completion of work and coordinate with General Contractor to rectify.

3.2 COORDINATION
A. Refer to Division 1 for project coordination requirements.

B. General Contractor shall coordinate work as herein specified, in accordance with drawings and as required to complete scope of work with all related trades.

3.3 TESTING, INSPECTIONS AND OBSERVATIONS
A. General
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
QUALITY CONTROL 01 45 00 - 5

1. Product manufacturer inspections and observations shall be done by authorized representative & observed by General Contractor.

2. The General Contractor shall be responsible for scheduling all required tests and inspections. a. Notify the Owner and Architect 48 hours in advance of scheduled performance of any work requiring testing or inspection.

3. The General Contractor shall provide access to Work to be tested, facilitate inspections, observations, tests and furnish incidental labor and facilities.

4. The General Contractor shall orchestrate inspections of work performed, and construction of mock-ups with Architect and Owner.

5. Re-Inspection & Testing
a. The General Contractor shall pay for:
1) Tests of materials, inspections, and certifications required by Specifications. 2) Testing, adjusting, and balancing of equipment and systems required by Specifications.
3) Re-tests or re-inspections, if required, and tests or inspections required to established Contractor error or missing test data required by Specifications. 4) Uncovering of work in accordance with Division 1 cutting and patching requirements. 5) Additional tests directed by the Architect or Owner which establish that materials and installation do not comply with the Contract Document.

6. Testing & Inspection Reports and Certifications
a. A copy of each General Contractor provided testing, inspection, observation report or certification shall be provided to each of the following:
1) Owner
2) Architect
3) General Contractor
B. General Contractor testing shall be done in accordance with individual Specification Sections and manufacturer’s requirements.

3.4 PROTECTION AND CLEAN UP
A. Refer to Division 1 for protection and cleaning requirements.

B. General Contractor shall keep the work areas in a clean and safe condition so their testing and inspection services do not interfere with the work of others.

C. General Contractor shall protect work and materials of others testing and protect the installed work and materials of other trades.

D. Perform testing in accordance with listed requirements, industry standards and also as indicated in drawings and other specification sections.

E. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no cost to the Owner.

F. After completion of work in this section, remove all equipment and implements of service, and debris.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
QUALITY CONTROL 01 45 00 - 6

1. Leave entire area in a neat, clean, acceptable condition.

END OF SECTION 01 45 00
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
TESTING LABORATORY SERVICES 01 45 29 - 1
SECTION 01 45 29 – TESTING LABORATORY SERVICES
PART 1 - GENERAL

1.1 PRINCIPAL WORK IN THIS SECTION:

A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 General Requirements apply to the work of this Section.

B. Coordinate the work of this Section with General Contractor.

C. Furnish materials and perform labor required to execute this work as indicated on the drawings, as specified herein and as necessary to complete the work required by project conditions, including but not limited to:

1. Field inspections.

2. Field testing.

3. Laboratory testing.

D. Owner will employ and pay for services of an independent testing laboratory to perform specified testing unless otherwise specified to be performed and/or paid for by others.

1.2 REFERENCE STANDARDS
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC) www.bsc.ca.gov current edition at time of permit issuance.

B. (CCR) Title 24, (CBSC) Chapter 11 – California Green Building Standards Code

1. Non-residential new construction:
a. All occupancy types.

C. ATBCB ADAAG - Americans with Disabilities Act Accessibility Guidelines, current version.

D. American Society For Testing and Materials (ASTM), www.astm.org

1. ASTM – E329 Standards of Recommended Practice for Inspection and Testing Agencies for Concrete and Steel as used in Construction.

1.3 PERFORMANCE, TESTING AND INSPECTION
A. General:

1. Comply with Building Code.

2. Job site inspections shall be done as herein specified.

3. Testing shall be done as herein specified.

4. Comply with requirements of specific Specification Section and/or Drawings.

1.4 SUBMITTALS
A. Testing Agent / Agency shall submit schedule list of all testing to Owner, Architect and General Contractor.

1.5 QUALITY ASSURANCE
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
TESTING LABORATORY SERVICES 01 45 29 - 2
A. Refer to Section 01 45 00 - Quality Control.

B. Testing Agent/Agency shall have been in business for five (5) years providing inspection services for projects of similar size and complexity.

C. Laboratory is not authorized to release, revoke, alter or enlarge on requirements of Contract Documents, or to perform any duties of General Contractor and/or Subcontractors.

1.6 PROTECTION
A. Protect finish surfaces at all times from surfaces and material adjacent to them.

1.7 RELATED WORK/SECTIONS
A. Related work includes, but is not limited to the following:

1. Construction by others.

2. Site demolition by others.

3. Testing by General Contractor.

4. Inspections by product/system manufacturers.

B. Related Sections include, but are not limited to the following:

1. Section 01 81 13 – Project Sustainability Requirements

2. Section 01 45 00 – Quality Control

3. Section 01 74 19 – Construction Waste Management and Disposal/Recycling C. Related Documents include, but are not limited to the following:

1. Section 00 72 00 – General Conditions

1.8 SEQUENCING AND SCHEDULING
A. Schedule testing with General Contractor.

B. Schedule required testing, prior to the installation of materials, components, etc.

C. General Contractor’s Responsibilities

1. Refer to Section 01 45 00 Quality Control.

1.9 TESTING AGENT
A. Company: TBD

1. Address: TBD

2. Address: TBD

3. Website: TBD

4. Phone number: TBD
B. The Owner reserves the right to change testing laboratories if the need arises.

1.10 GENERAL SYSTEM DESCRIPTION
A. Testing and inspection performed by Testing Agent/Agency shall include, but not be limited to:

1. Refer to drawings and specifications.

2. Refer to Agency approved Special Testing and Inspections form.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
TESTING LABORATORY SERVICES 01 45 29 - 3

3. Refer to Geotechnical Report

4. Roofing; refer to specification Section 07 54 00.

PART 2 - PRODUCTS:

Not Used
PART 3 - EXECUTION

3.1 INSPECTION/EXAMINATION
A. Verification of Conditions:

1. Examine areas and conditions under which testing and inspection is to be performed.

2. Identify conditions detrimental to proper or timely completion of testing and/or inspection and coordinate with General Contractor to rectify.

3.2 COORDINATION
A. Refer to Section 01 31 13 – Project Coordination.

B. General Contractor shall coordinate work as herein specified, in accordance with drawings and as required to complete scope of work with all related trades is ready for testing and/or inspection.

3.3 TESTING
A. General

1. Testing required by General Contractor shall be done in accordance with Section 01 45 00 - Quality Control and specific sections requiring field testing and/or inspection.

2. Testing Agent/Agency tests shall be in conformance with requirements of the Contract Documents.
a. Refer to project Structural Tests as indicated in Contract Documents and approved Agency Special Inspections and Testing form.

3. Testing and inspection in connection with earthwork shall be under the direction of the Owner’s consulting Geotechnical Engineer, referred to hereinafter as the “Geotechnical Engineer”.

4. Testing and inspection of construction materials and workmanship shall be done by a qualified laboratory, referred to hereinafter as the “Testing Laboratory”. a. The Testing Laboratory shall be under direction of a Civil Engineer registered in the State of California to oversee the work / items being tested and shall conform to, but not be limited to the requirements of ASTM E329, and shall be employed by the Owner.

B. Laboratory Duties:

1. General: Comply with ASTM E329 "Standards of Recommended Practice for Inspection and Testing Agencies for Concrete and Steel as Used in Construction". Cooperate with Architect, Engineer and Contractor; provide qualified personnel after due notice. Perform specified inspections, sampling and testing of materials and methods of construction. Verify compliance with specified standards. Ascertain compliance of specified materials with City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
TESTING LABORATORY SERVICES 01 45 29 - 4
requirements of Contract Documents. Promptly inform Architect and Engineer of observed irregularities or deficiencies of work or products.

2. Reports and Additional Testing:
a. Submit one (1) pdf copies of each report each to the Owner, Architect and General Contractor.

C. Testing Laboratory:

1. Services of a Testing Agent / Agency are required for Work specified in various individual Specification sections and/or as indicated in drawings.

2. General Contractor’s Responsibilities:
a. Cooperate with Testing Laboratory personnel.
b. Furnish copies of product test reports as specified. c. Furnish incidental labor and facilities:
1) To provide access to Work to be tested.
2) To obtain and handle samples at the Project site or at the source of the product to be tested.
3) To facilitate inspections and tests.
4) For storage and curing of test samples.
d. Notify the Owner's Representative sufficiently in advance of operations to allow 48 hours minimum for Testing Laboratory assignment of personnel and scheduling of tests. e. If tests or inspections cannot be performed after such notice, reimburse the Owner for the Testing Laboratory personnel and travel expenses incurred.

D. Geotechnical Engineer:

1. Services of a Geotechnical Engineer are required for Work specified in various individual specification sections and/or as indicated in drawings.

3.4 PROTECTION AND CLEAN UP
A. Refer to Section 01 74 00 – Protection and Cleaning.

B. Testing agent/Agency shall keep the work areas in a clean and safe condition, so their testing and inspection services do not interfere with the work of others.

C. Testing agent/Agency shall protect work and materials of others testing and protect the installed work and materials of other trades.

D. Perform testing in accordance with listed requirements, industry standards and also as indicated in drawings and other specification sections.

E. In the event of damage, immediately notify the Owner.

F. After completion of testing and/or inspection remove all equipment and implements of service, and debris.

1. Leave entire area in a neat, clean, acceptable condition.

END OF SECTION 01 45 29
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 1
SECTION 01 50 00 – TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL

1.1 WORK INCLUDED
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 General Requirements apply to the work of this Section.

B. The General Contractor is responsible for all costs associated with temporary utilities during construction.

C. Temporary facilities and controls required for this Work include, but are not necessarily limited to:

1. Temporary utilities including, but not limited to;
a. Gas
b. Water
c. Electricity
d. Telephone

2. Field office.

3. Sanitary facilities.

4. Fencing of construction area.

5. Protective fencing for existing vegetation

6. Parking of vehicles.

7. Egress plan.

1.2 RELATED WORK
A. Utility hookups: pertinent Specification Sections.

PART 2 - PRODUCTS

2.1 TEMPORARY UTILITIES
A. General: Furnish water, gas and electricity required during construction and extend temporary service lines to construction areas for use of all Subcontractors.

B. Temporary water:

1. General Contractor may connect a temporary line to the existing water service lines at the site.

2. The General Contractor shall be responsible to verify all existing conditions associated with a water connection.

3. Connections to existing water service lines shall be coordinated with and accepted by the Project Inspector.

4. Water used in construction must comply with Section 16 of the Standard Construction Specifications.

5. Provide ample supply of potable water for all purposes of construction at point convenient to Project. Pipe water from source of supply to all points where water will be required.

6. Provide sufficient hose to carry water to every required part of construction and allow use of water facilities to Subcontractors engaged on Work.

C. Temporary electricity:

1. The General Contractor shall arrange for and shall install power service from electrical service provider service lines, or shall provide a portable generator.

2. Electric service: Construct all temporary electric facilities and maintain in accordance with Division of Industrial Safety "Electrical Safety Orders" (ESO), Public Utilities Commission "Rules of Overhead Line Construction" (G.O. 95), and CAL-OSHA. Materials, devices and equipment used for these facilities shall be in good and safe condition but need not be new.

D. Temporary heating: Provide heat, ventilation, fuel and services as required to protect all work and materials and to keep humidity down to extent required to prevent corrosion of any metal and to prevent dampness or mildew which is potentially damaging to materials and finishes. In addition, provide heat and ventilation prior to and during following work operations:

1. Where applicable: At all times during placing, setting and curing of concrete, provide sufficient heat and protection to insure heating of spaces involved to not less than 50ºF.

2. From beginning of application of drywall and during setting and curing period, provide sufficient heat to produce temperature in spaces involved of not less than 55ºF.

3. For period of 7 days previous to placing of interior finish materials and throughout application of finish painting and laying of resilient flooring materials, provide sufficient heat to product temperature of not less than 60ºF.

4. After finishing trades are complete and until final acceptance of Work, provide temperature of not less than 60ºF.

E. Telephone:

1. Maintain telephone in field office for use by Architect and Owner as well as General Contractor.

2. Provide and pay for telephone installation and service for field office. Maintain service for duration of operations under this Contract. Provide gongs, horns or remote control devices so that telephones may be heard throughout construction site.

3. General Contractor shall not have access to phones on site and therefore, shall arrange for their own pager or portable phone if needed for on-site communication.

F. Fax Machine:

1. Maintain fax machine in field office for use by Architect and Owner as well as General Contractor.

2. Provide and pay for fax machine telephone service installation and service for field office.

Maintain service for duration of operations under this Contract. Provide gongs, horns or remote control devices so that telephones may be heard throughout construction site.

2.2 FIELD OFFICE
A. General Contractor shall provide at least one temporary field office for use by himself, their Subcontractors, and the Architect.

2.3 SANITARY FACILITIES
A. The General Contractor will provide proper, adequate, sanitary toilet facilities for use of all workers employed on Project, in accordance with State and Local health departments.

2.4 TEMPORARY CONSTRUCTION, EQUIPMENT AND PROTECTION
A. Provide, maintain and remove upon completion of Work, all temporary rigging, trench plates, scaffolding, hoisting equipment, rubbish chutes, ladders, barricades, lights and all other protective structures or devices necessary for safety of workers and public property as required to complete all Work.

B. Walkways and barricades: Provide pedestrian walkway protection and wood barricades conforming to Jurisdiction standards and requirements.

C. Temporary fencing: Provide chain link fencing enclosures around unfenced areas of the site as required to protect pedestrians until project is complete.

D. Protection: Protect all workers and equipment from power lines and maintain safe distances and protective devices as required by Industrial Safety Commission and CAL-OSHA.

E. Temporary construction and equipment: All temporary construction and equipment shall conform to all regulations, ordinances, laws and other requirements of State and other authorities having jurisdiction, including insurance companies, with regards to safety precautions, operation and fire hazard.

F. Pumping: Provide and maintain pumping facilities, including power for keeping site, excavations and structures free of accumulations of water at all times, whether from underground seepage, rainfall, drainage or broken lines. Pond discharge to get rid of sediment prior to discharge into storm drain.

G. Damage or theft: Protect work and materials to be used on Project from damage or loss due to elements, theft, vandalism, malicious mischief, or other causes. General Contractor shall be held responsible for such damages or loss which he shall remedy at their expense.

H. Provide fencing to maintain means of egress in and out of building and site.

2.5 PARKING OF VEHICLES
A. General Contractor shall be responsible for job site vehicle parking of their Subcontractor's vehicles.

PART 3 - EXECUTION

3.1 MAINTENANCE AND REMOVAL
A. Maintain all temporary facilities and controls as long as needed for safe and proper completion of Work; remove all such temporary facilities and controls as rapidly as progress of Work will permit.

END OF SECTION 01 50 00
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 4

1.1 PRINCIPAL WORK IN THIS SECTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Coordinate the work of this Section with related trades.

C. Verify applicable dimensions at the job site for placement of temporary signage.

D. Wood framing, including posts, sheathing.

E. Finishing, including painting of substrate and letters and numerals for signage.

F. Framing hardware.

G. Concrete Footings with integral gravel base.

H. Disposal of sign assembly after Owner occupation of building.

1.2 QUALITY ASSURANCE
A. Lumber and plywood source quality control: Provide materials graded under one of the following:

1. Rules 17, Standard Grading Rules for West Coast Lumber, current edition - WCLIB.

2. Standard Grading Rules for Western Lumber, current edition - WWPA.

3. Plywood Specification and Grade Guide of American Plywood Association, current edition - APA.

B. Grade mark each piece of lumber. Marking must be done by recognized agency. Lumber Manufacturer's Association Certificates may be accepted in lieu of such grade and trademarks.

C. Plywood sheathing: Each panel shall be legibly identified as to type, grade and species by APA grade, comply with PS-1 (ANSI A199.1).

1.3 SUBMITTALS
A. Refer to Division 1 for substitution, deviation and/or submittal procedures.

B. List of materials: Submit list of materials proposed to be used including posts, sheathing & hardware.

C. Submit: Shop drawings of sign & anchorage. Sign layout shall indicate character sizes, style & spacing, type.

1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Division 1 product delivery, storage and handling requirements.

B. Provide, ship to project site, and install.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
TEMPORARY PROJECT SIGNAGE 01 58 13 - 2
PART 2 - PRODUCTS

2.1 FRAMING LUMBER
A. Lumber: Coast Region Douglas Fir (DF), unless otherwise noted. Lumber designated DF South by WWPA not acceptable. All lumber new with no re-use.

1. Grades not less than following:
a. Posts: No. 1, Pressure treated Douglas fir - free of heart center. b. Plywood: Group II Exterior APA 303 Siding EXT, Smooth Face.

B. All wood other then plywood shall be pressure treated, per building code, Chapter 23 and shall bear an AWPB stamp for P.T.D.F.

1. Wood posts set into ground.
a. Treat all cut ends of P.T.D.F. with approved preservative.

2.1 ROUGH HARDWARE
A. FASTENERS: Galvanized for exterior use, in accordance with ASTM A153. Select fasteners for the fastening of the plywood substrate sign to the support posts.

1. Standard bolts and nuts: Carriage head type, ASTM A307, Grade A.

2. Plain washers: Round, general assembly grade carbon steel, FS FF-W-92.

3. Lock washers: Helical spring type carbon steel, FS FF-W-84.

2.2 SIGNAGE DESIGN
A. General

1. Size of sign panel: 4'-0" x ¾” thick x 8'-0" long

2. Supporting Posts: 4" x 4" x 10'-0"
B. Sign design:

1. General:
a. Refer to Drawings detail.

2. Characters:
a. Style: Helvetica
b. Type: Capitals
c. Border: Install characters, logos, etc. such that an equal clear border of 2" occurs around perimeter.
d. Character height::
1) Project Name: 4" tall x two lines & spaced to span sign width 2) Project Address: 3" tall x full width of sign less perimeter clearance 3) Owner, Architect & General Contractor name: 2" tall
4) Owner, Architect & General Contractor address: 1-1/2" tall e. Line spacing:

3. Color:
a. Background: TBD
b. Characters: Jet Black
c. Paint Type: Alkyd Enamel
d. Finish: High Gloss
PART 3 – EXECUTION

3.1 INSTALLATION
A. General:

1. Install posts straight, true, level, plumb, and place 4'-0" into 12" diameter x 3'-8" deep concrete footing. - extend 4" of post into clean gravel at base of footing.

2. Fasten sign panel to posts with (3) carriage bolts each post & spaced evenly from bottom of sign to top.

3. Install sign assembly such that top of posts are located 2" below top of sign panel & 2" measured from side of sign panel.

B. Bracing:

1. Provide temporary bracing sufficient to keep structure stable, plumb, and in line until completed.

END OF SECTION 01 58 13
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
TEMPORARY PROJECT SIGNAGE 01 58 13 - 4

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City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
PRODUCT DELIVERY, STORAGE & HANDELING REQMTS. 01 66 00 - 1 SECTION 01 66 00 PRODUCT DELIVERY, STORAGE AND HANDELING REQUIREMENTS PART 1 - GENERAL

1.1 PRINCIPAL WORK IN THIS SECTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Coordinate the work of this Section with related trades.

C. Transport, deliver, handle and store materials and equipment at the site in a manner to prevent the intrusion of foreign matter or moisture, and to prevent damages. In all cases comply with:

1. Material and equipment manufacturer's instructions regarding temperature limitations.

2. Other environmental conditions, which are required to maintain the original quality of the materials and equipment.

3. Minimize packaging materials to maximum extent possible while still ensuring protection of materials during delivery, storage, and handling.

D. Packaging:

1. Provide packaged material in manufacturer's original containers with seals unbroken and labels intact until incorporating into the work.

2. Deliver materials in recyclable or in reusable packaging such as cardboard, wood, paper, or reusable blankets, which will be reclaimed by supplier or manufacturer for recycling. a. Reusable Blankets: Deliver and store materials in reusable blankets and mats reclaimed by manufacturers or suppliers for reuse where program exists or where program can be developed for such re-use.
b. Pallets: Where pallets are used, suppliers shall be responsible to ensure pallets are removed from site for re-use or for recycling.
c. Corrugated Cardboard and Paper: Where paper products are used, recycle as part of construction waste management recycling program, or return to material’s manufacturer for use by manufacturer or supplier.
d. Sealants, Paint, Primers, Adhesives, and Coating Containers: Return to supplier or manufacturer for re-use where such program is available.

3. Unacceptable Packaging Materials: Polyurethane, polyisocyanate, polystyrene, polyethylene, and similar plastic materials such as “foam” plastics and “shrink-fit” plastics.

4. Wrapped or bundled material shall bear the name of the manufacturer and the product.

E. Remove all damaged or otherwise unsuitable material and equipment promptly from the site.

F. Storing:

1. Delineate locations for lay down, recycling, and disposal areas; using paved areas for staging activities. Construction staging and materials storage will be at areas agreed with by Owner.

2. Locate storage piles, stacks or bins so as to avoid being disturbed and barricade to protect from damage of any kind.

3. Store all materials and equipment:

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
PRODUCT DELIVERY, STORAGE & HANDELING REQMTS. 01 66 00 - 2 a. In accordance with manufacturer's instructions.
b. Above grade.
c. Properly protected from weather and construction activities.

G. Protection:

1. Protect all finished surfaces, including jambs and soffits of all openings used as passageways or through which materials and equipment are handled.

2. Protect all finished floor surfaces in traffic areas before moving any material and equipment over these finished surfaces.

H. Maintain clean and unmarred all finished surfaces to the date of acceptance. Repair of damage shall be made to the satisfaction of the Architect and Owner.

I. Consult individual specification sections for additional specific product handling and protection requirements.

J. Safeguards:

1. During construction General Contractor shall provide safeguards in accordance with, but not limited to CBC Chapter 33.

1.2 RELATED SECTIONS
A. Refer to Division 1 for construction waste management and disposal/recycling requirements.

B. Refer to Division 1 for sustainability requirements
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION 01 66 00
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
FIELD ENGINEERING 01 71 23 - 1
SECTION 01 71 23 – FIELD ENGINEERING
PART 1 - GENERAL

1.1 DESCRIPTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Provide and pay for field engineering services required for Project.

1. Survey Work required in execution of Project.

2. Land Surveyor, Civil, or other professional engineering services specified, or required to execute Contractor’s construction methods.

C. Provide field staking of site improvements; identify existing survey reference points and property line corner stakes indicated on Drawings, as required.

D. Locate and be aware of all existing on-site utility lines and improvements.

E. Comply with all conditions of the Contract.

1.2 QUALIFICATIONS OF SURVEYOR OR ENGINEER
A. Qualified state registered professional engineer or registered land surveyor, acceptable to General Contractor, Owner and Architect.

B. A registered professional engineer of discipline required for specific service on Project, licensed in State of California.

1.3 SUBMITTALS
A. Refer to Division 1 for substitution, deviation and/or submittal procedures.

B. Submit name, address and California license of surveyor and professional engineer for Architect’s and Owner’s review.

C. At substantial completion of project, submit for review by the Owner and Architect, Certificate documentation to verify accuracy of field engineering work.

1. Submit certificate signed by registered engineer or surveyor certifying that elevations and locations of improvements are in conformance, or non-conformance, with Contract Documents. a. If Contractor should fail to meet technical or design requirements embodied in this document and on the applicable plans, they shall make necessary readjustments until all work is deemed satisfactory as determined by the Architect and Owner. b. No deviation from the specifications shall be made except upon written approval of the Architect and Owner.

3.1 SURVEY REFERENCE POINTS
A. Existing basic horizontal and vertical survey reference points for Project are those designated on Drawings.

B. Locate and protect survey reference points prior to staking site work, and preserve all permanent reference points during construction.

1. Make no changes or reallocations without prior written notice to Owner or Architect for review and interpretation.

2. Report to Owner when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations.

3. Require surveyor to replace Project survey reference points which may be lost or destroyed.

Establish replacements based on original survey control.

3.2 PROJECT SURVEY REQUIREMENTS
A. Establish and safeguard minimum of two permanent benchmarks on project site, referenced to data established by survey reference points. Record locations, with horizontal and vertical data, on Project Record Documents.

B. Establish and maintain lines and levels, locate and layout, by instrumentation and similar appropriate means, but not limited to, the following:

1. Site improvements:
a. Stakes for grading, fill and topsoil placement.
b. Utility slopes and invert elevations.

2. Batter boards for structures.

3. Building foundation, column locations and floor levels, as required for specific conditions.

4. Controlling lines and levels required for mechanical and electrical trades.

C. From time to time or at Owner’s request, verify layouts by same methods.

D. Preserve and protect all on-site underground utilities lines and existing on-site improvements in the area of construction.

3.3 RECORDS
A. Maintain complete, accurate log of all control and survey work as it progresses.

B. On completion of foundations and major site improvements, prepare certified survey showing all dimensions, locations, angles, and elevations of construction.

C. Incorporate all revisions, new work, etc. into record drawings.

END OF SECTION 01 71 23
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CUTTING AND PATCHING 01 73 29 - 1
SECTION 01 73 29 – CUTTING AND PATCHING
PART 1 - GENERAL

1.1 PRINCIPAL WORK IN THIS SECTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Verify applicable dimensions, clearances and heights at the jobsite.

C. Demolition:

1. Coordinate the work of this Section with related trades. a. Refer to Section 02 41 13 – Selective Site Demolition & Protection D. Furnish materials and perform labor required to execute this work as indicated on the drawings, as specified herein and as necessary to complete the work required by project conditions, including but not limited to:

1. Execute cutting, fitting or patching of work, require to:
a. Make parts fit properly.
b. Make flatwork, paving, etc. fit properly.
c. Uncover work to provide for installation of ill-timed work. d. Remove and replace work not conforming to requirements of Contract Documents. e. Remove and replace defective work.
f. Remove samples of installed work as specified for testing. g. Do not endanger any work by cutting or altering work or any part of it. h. Cut existing flatwork, paving, etc. to fit properly with new work.

2. In addition to Contract requirements, upon written instructions of Architect:
a. Uncover work to provide for Architect’s and/or Inspector’s observation of covered work. b. Remove samples of installed materials for testing, when required.

3. The Contractor with structural responsibility within their scope of work shall solely execute structural cutting and patching required for this project.

4. Cutting:
a. Minor cutting will be performed by both the General and Trade Subcontractors where required for the execution of their work. Locations of all trade cutting (core boring, etc.) shall be reviewed and approved by the General Contractor, Owner and Inspector where required.

5. Patching:
a. Minor patching will be performed by both the General and Trade Subcontractors where required for the execution of their work. Locations of all trade cutting (core boring, etc.) shall be reviewed and approved by the General Contractor, Owner and Inspector where required.

1.2 REFERENCE STANDARDS
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CUTTING AND PATCHING 01 73 29 - 2
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC) www.bsc.ca.gov current edition at time of permit issuance.

B. Title 24, California Code of Regulations, California Building Standards Commission C. ATBCB ADAAG - Americans with Disabilities Act Accessibility Guidelines, current version.

D. CBC Energy Code, California Code of Regulations, Title 24, Part 6, California Building Standards Commission
E. Title 24, Chapter 11 – California Green Building Standards Code

1. Non-residential new construction:
a. All occupancy types.

F. American Concrete Institute (ACI), www.aci-int.org
G. American Institute of Steel Construction (AISC), www.aisc.org H. American Iron and Steel Institute (AISI), www.steel.org I. American National Standards Institute (ANSI), www.ansi.org J. American Society of Mechanical Engineers (ASME) www.asme.org K. American Society For Testing and Materials (ASTM), www.astm.org L. American Welding Society (AWS), www.aws.org
M. American Water-Works Association (AWWA), www.awwa.org N. Factory Mutual (FM), www.fmglobal.com
O. National Electrical Manufacturers Association (NEMA), www.nema.org P. National Fire Protection Agency (NFPA), www.nfpa.org Q. Occupational Safety and Health Administration (OSHA), www.osha.gov R. Sheet Metal and Air Conditioning Contractors, Association (SMACNA), www.smacna.org S. Sealant, Waterproofing and Restoration Institute (SWRI), www.swrionline.org T. US Environmental Protection Agency, www.epa.gov

1.3 PERFORMANCE, TESTING AND INSPECTION
A. General:

1. Comply with manufacturer’s standards.

2. Comply with Building Code.

3. Job site inspections shall be done as herein specified and as listed in drawings.

4. Testing shall be done as herein specified and as listed in drawings.

1.4 SUBMITTALS
A. Refer to Division 1 for substitution, deviation and/or submittal procedures.

B. Submit Manufacturer’s data and shop drawings.

1. Prior to cutting which affects structural safety, submit written notice to Architect and Structural Engineer requesting consent to proceed with cutting.

2. Prior to cutting which affects Aesthetics, submit written notice to Architect requesting consent to proceed with cutting.

C. Submit 48-hour advance written notice to Architect and Owner. and designating time work will be uncovered.

1.5 QUALITY ASSURANCE
A. Refer to Division 1 for quality control requirements.

B. Contractor / Installer/ Fabricator shall have been in business for five (5) years providing/installing/finishing projects of similar size and complexity.

C. Patching of openings that are cut in any fire rated walls or membranes shall be sealed tightly using approved materials only.

1. Verify that fire rating envelopes are maintained or inspections provided prior to concealing work.

2. Cutting and patching, if required by Agencies to verify adequacy of protection after concealment, shall be performed at no additional cost or time extension to the Owner.

D. Stipulations:

1. Should conditions of work or schedule indicate change of materials or methods, submit written recommendation to Architect and Owner. including:

2. Conditions indicating change.

3. Recommendations for alternative materials or methods.

4. SUBMITTALS as required for substitutions.

5. Quotations of charges or credits.

1.6 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Refer to Division 1 for product delivery, storage and handling requirements.

1.7 JOB CONDITIONS
A. Field-verify that all components, substrates, backing, etc. provided by others are installed correctly before proceeding with installation of products as herein specified.

1.8 PROTECTION
A. Protect finish surfaces at all times from surfaces and material adjacent to them.

B. Finish work defaced with other materials on surface shall be replaced.

C. Protect work under this section from damage by other trades.

1.9 GUARANTEE / WARRANTY
A. Refer to Division 1 for closeout submittal procedures.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CUTTING AND PATCHING 01 73 29 - 4
B. Furnish initial one (1) year written warranty signed by General Contractor agreeing to repair and/or replace work (patching) which has failed as a result of defects in materials or workmanship.

1. Upon notification of Owner within the warranty period, such defects shall be repaired and replaced at no cost to the Owner.

1.10 RELATED WORK/SECTIONS
A. Related Sections include, but are not limited to the following:

1. Refer to Division 1 for sustainability requirements.

2. Refer to Division 1 for construction waste management and disposal/recycling requirements.

3. Divisions 2 through 49.

B. Related Documents include, but are not limited to the following:

1. Refer to Division 1 for General Conditions.

1.11 OPERATION AND MAINTENANCE DATA
A. Submit as part of project closeout.

1. Refer to Division 1 for closeout submittal procedures.

1.12 SEQUENCING AND SCHEDULING
A. Schedule work and sequence with General Contractor.

B. Schedule required testing, prior to the installation of materials, components, etc.

C. Each Subcontractor shall make the field measurements necessary for their work and be responsible for its accuracy.

1. Should any structural difficulties prevent a Subcontractor or tradesman from installing their material properly, the General Contractor shall be promptly notified so that the Architect may be consulted as to how best to resolve the difficulty.

2. Cutting into the walls and floors, if necessary, shall be carefully and neatly performed and then be repaired in an approved manner.

3. The Architect and Structural Engineer shall be consulted in all cases where cutting into a structural portion of the building is either desirable or necessary so that satisfactory reinforcement or other work may be provided or installed.

D. Patching of all exposed architectural finishes shall be performed under the supervision of the General Contractor, but executed by the affected finish trade Subcontractor.

1. Cutting and patching of existing architectural finishes shall be minimized to the extent possible through careful routing and placement of new work.

2. The Architect shall have the authority to reject substandard or unacceptable patching.

E. General Contractor shall coordinate slab vapor emission and PH testing of concrete floors which have been sawn cut to remove portions of slab and ensure that concrete treatment within criteria of finish flooring is complete prior to the installation of finish flooring as herein specified.

1.13 VAPOR EMISSION AND ALKALINITY CONTROL COMPLIANCE
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CUTTING AND PATCHING 01 73 29 - 5
A. Refer to Section 07 28 00 – Concrete Slab Vapor Emission Control Treatment

1.14 GENERAL SYSTEM DESCRIPTION
A. Refer to drawings typically for scope of cutting and patching.

B. Cut and patch as require to complete scope of work.

1. Concrete slab on grade:
a. Refer to drawings and details.
b. Saw cut floor to remove extent of slab, but not damage existing vapor barrier. 1) Replace /patch damaged vapor Barrier.
a) Refer to Concrete Notes on structural drawings.
c. Sawn cut extent/widths shall be done as indicated and at a minimum to provide room to allow room to drill and install dowels into existing slab prior to install of new concrete. d. Sawn cut extents of concrete/masonry shall be done to an extent necessary to remove piping, conduit, etc.
e. If water or moisture is discovered at sub base notify Architect immediately. f. Schedule:
1) Construction:
a) Drill holes and install rebar dowels.
i. Refer to structural drawings for typical criteria.
a. Minimum standards, unless noted otherwise:

1. Length” 12”

2. Spacing: 12”

3. Size:
a. 4” thick slab: 1/2” diameter
b. 5” thick slab: 5/8” diameter
c. 6” thick slab: 3/4” diameter
b) Install waterstop bar at side of sawn cut concrete face, typical. i. Refer to Section 03 15 13 – Hydrophilic Waterstops and Specialty Waterproofing
c) Vapor Barrier:
i. Replace and repair any damaged vapor barrier membrane including taping new to existing.
ii. Refer to Concrete Notes on structural drawings and Section 03 30 00 – CastIn-Place Concrete. d) Place new concrete
i. Refer to Concrete Notes on structural drawings and Section 03 30 00 – CastIn-Place Concrete. 2) Demolition:

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CUTTING AND PATCHING 01 73 29 - 6
a) Schedule:
i. Remove concrete only.
a. Refer to Section 02 41 19 – Selective Building Demolition & Protection b. Refer to drawings.

2. Exterior Concrete Paving:
a. Refer to drawings and details.
b. Saw cut concrete to remove extent of paving, but not damage existing sub base. c. Sawn cut extent/widths shall be done as indicated and at a minimum to provide room to drill and install dowels into existing slab prior and reinforcing at new extent to place new concrete.
d. Sawn cut extents of concrete/masonry shall be done to an extent necessary to remove piping, conduit, etc.
e. If water or moisture is discovered at sub base notify Civil Engineer, Owner and Architect immediately.
f. Schedule:

1. Construction:
a. Drill holes and install rebar dowels.

1. Refer to structural drawings for typical criteria.
a. Minimum standards, unless noted otherwise:

1. Length” 12”

2. Spacing: 12”

3. Size:
a. 4” thick slab: 1/2” diameter
b. 5” thick slab: 5/8” diameter
c. 6” thick slab: 3/4” diameter
d. 7” thick slab: 7/8” diameter
e. 8” thick slab: 1” diameter
b. Install reinforcing:.

1. Refer to civil and structural drawings
c. Place new concrete and finish

1. Refer to drawings

2. Refer to Section 32 13 13 – Concrete Paving

2. Demolition:
a. Schedule:

1. Remove concrete, drill and install dowels, reinforcing and place new concrete and finish as indicated in drawings.
a. Refer to civil and structural drawings
b. Refer to Section 02 41 13 – Selective Site Demolition & Protection City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CUTTING AND PATCHING 01 73 29 - 7

3. Exterior Concrete Flatwork:
a. Refer to drawings and details.
b. Saw cut concrete to remove extent of flatwork, but not damage existing sub base. c. Sawn cut extent/widths shall be done as indicated and at a minimum to provide room to drill and install dowels into existing flatwork prior and reinforcing at new extent to place new concrete.
d. Sawn cut extents of concrete/masonry shall be done to an extent necessary to remove piping, conduit, etc.
e. If water or moisture is discovered at sub base notify Civil Engineer, Owner and Architect immediately.
f. If water or moisture is discovered at sub base notify Civil Engineer, Owner and Architect immediately.
g. Schedule:

1. Construction:
a. Drill holes and install rebar dowels.

1. Refer to structural drawings for typical criteria.
a. Minimum standards, unless noted otherwise:

1. Length” 12”

2. Spacing: 12”

3. Size:
a. 4” thick slab: 1/2” diameter
b. 5” thick slab: 5/8” diameter
c. 6” thick slab: 3/4” diameter
b. Install reinforcing:.

1. Refer to Civil Drawings and structural drawings
c. Place new concrete

1. Refer to Section 32 13 13 – Concrete Paving

2. Demolition:
a. Schedule:

4. Exterior Asphalt Paving:
a. Refer to drawings and details.
b. Saw cut asphalt to remove extent of paving, but not damage existing sub base. c. Sawn cut extent/widths shall be done to allow room to drill and install dowels into existing slab prior to install of new concrete.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CUTTING AND PATCHING 01 73 29 - 8
d. Sawn cut extents of concrete/masonry shall be done to an extent necessary to remove piping, conduit, etc.
e. Schedule:

1. Construction:
a. Refer to Civil and Architectural drawings.
b. Place new asphalt

1. Refer to Section 32 12 16 – Asphalt Paving

2. Refer to Civil drawings.

2. Demolition:
a. Schedule:

1. Remove asphalt and place new asphalt and finish as indicated in drawings. a. Refer to Civil and Structural drawings
b. Refer to Section 02 41 13 – Selective Site Demolition & Protection c. Refer to Section 32 12 16 – Asphalt Paving
PART 2 - PRODUCTS

2.1 MATERIALS
A. Materials for replacement of work removed: comply with specifications for type of work to be done.

2.2 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the General Contractor subject to the approval of the Architect Owner.

PART 3 - EXECUTION

3.1 INSPECTION/EXAMINATION
A. Verification of Conditions:

1. Examine areas and conditions under which work is to be performed.

2. Identify conditions detrimental to proper or timely completion of work and coordinate with General Contractor to rectify.

B. Surface:

1. Examine and verify that receiving conditions of substrate have no defects or errors, which would result in poor or potentially defective application or cause latent defects in workmanship.

C. Inspect existing conditions of work, including elements subject to movement or damage during cutting and patching.

D. After uncovering work, inspect conditions affecting installation of new products.

3.2 COORDINATION
A. Refer to Section 01 31 13 – Project Coordination.

B. General Contractor shall coordinate work as herein specified, in accordance with drawings and as required to complete scope of work with all related trades.

3.3 PREPARATION
A. Prepare work, substrates, etc. in accordance with manufacturer’s recommendations.

B. Provide shoring, bracing and support as required to maintain structural integrity of work.

C. Provide protection for other portions of work.

D. Provide protection from elements.

E. Each Subcontractor shall make the field measurements necessary for their work and be responsible for its accuracy.

2. Cutting into the walls and floors, if necessary, shall be carefully and neatly performed and then be repaired in an approved manner.

3.4 INSTALLATION
A. General:

1. Perform work in accordance with manufacturer’s recommendations, as herein specified and in accordance with drawings.
a. Proceed and provide cutting and patching as herein specified and as indicated in drawings.

B. Performance:

A. Execute fitting and adjustment of products to permit finished installation to comply with specified tolerances and finishes.

B. Perform cutting and demolition by methods which will prevent damage to other work, and will provide proper surfaces to receive installation of repairs and new work.

C. Patching of openings that are cut in any fire rated walls or membranes shall be sealed tightly using approved materials only.
a. Verify that fire rating envelopes are maintained or inspections provided prior to concealing work. Cutting and patching, if required by Agencies to verify adequacy of protection after concealment, shall be performed at no additional cost or time extension to the Owner.

3.5 PROTECTION AND CLEAN UP
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CUTTING AND PATCHING 01 73 29 - 10
A. Refer to Division 1 for protection and cleaning requirements.

B. Subcontractor will keep the work areas in a clean and safe condition so their rubbish, waste, and debris do not interfere with the work of others.

C. Protect work and materials of this Section prior to and during installation, and protect the installed work and materials of other trades.

D. Clean adjacent surfaces free of caulking or sealant with mechanical action or solvent as necessary, avoiding damage to other materials.

E. Perform work in accordance with manufacturer’s recommendations, as herein specified and in accordance with drawings.

F. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no cost to the Owner.

G. After completion of work in this section, remove all erection equipment and implements of service, and debris.

1. Leave entire area in a neat, clean, acceptable condition.

H. Provide Guarantee/Warranties and Bonds as required in this specification section and as listed in Division 1 closeout submittal procedures.

I. Provide record drawings in accordance with Division 1 closeout submittal procedures.

J. Close out, on-site inspection will be at the discretion of the Architect after he receives the General Contractor’s Notice of “Certificate of Substantial Completion”.

END OF SECTION 01 73 29
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
PROTECTION AND CLEANING 01 74 00 - 1
SECTION 01 74 00 – PROTECTION AND CLEANING
PART 1 - GENERAL

1.1 REQUIREMENTS INCLUDED
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Coordinate the work of this Section with related trades.

1. Execute protection and cleaning daily, during progress of Work, and at completion of Work, as required by General Conditions and specifications.

2. Building: Keep areas of work in building free from accumulated debris, rubbish and waste materials as work progresses.

3. Site: Keep areas of work within site free from accumulated debris, rubbish and waste materials as work progresses.

4. Protect work and materials of each Section prior to and during installation, and protect the installed work and materials of other trades.

5. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no cost to the Owner.

6. After completion of work in this Section, remove all equipment, tools, cleaning supplies, etc. from site.

7. Provide product information, instruction manuals & warrantees.

D. Coordinate protection and cleaning with each specific specification section.

E. Coordinate protection and cleaning with demolition work.

1.2 REFERENCE STANDARDS
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC) www.bsc.ca.gov current edition at time of permit issuance.

B. Title 24, California Code of Regulations, California Building Standards Commission.

C. ATBCB ADAAG - Americans with Disabilities Act Accessibility Guidelines, current version.

D. CBC Energy Code, California Code of Regulations, Title 24, Part 6, California Building Standards Commission.

E. Title 24, Chapter 11 – California Green Building Standards Code

1. Non-residential new construction:
a. All occupancy types.

F. National Demolition Association, www.demolitionassociation.com

1.3 QUALITY ASSURANCE
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
PROTECTION AND CLEANING 01 74 00 - 2
A. Refer to Division 1 for quality control requirements.

B. General Contractor shall have been in business for Five (5) years providing/installing/finishing similar size projects and complexity.

1.4 DISPOSAL REQUIREMENTS
A. Conduct cleaning and disposal operations to comply with codes, ordinances, regulations, and anti-pollution laws.

B. Disposal operations shall be in compliance with General Contractor’s Construction Waste Management plan as approved by the Owner.

1. Refer to Division 1 for construction waste management and disposal/recycling requirements.

1.5 RELATED WORK/SECTIONS
A. Related work includes, but is not limited to the following:

1. All construction.

B. Related Sections include, but are not limited to the following:

1. Refer to Division 1 for sustainability requirements.

2. Refer to Division 1 for construction waste management and disposal/recycling requirements.

3. Division 2-49.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Cleaning and Maintenance Products:

1. Provide data on manufacturers’ recommended maintenance, cleaning, refinishing and disposal procedures for materials and products.
a. Where chemical products are recommended for these procedures, provide documentation to indicate that no component present in the cleaning product at more than 1% of the total mass of the cleaning product is a carcinogen or reproductive toxicant as defined in the lists in this specification section.
b. For purposes of reporting, identification of product VOC contents shall not be limited to those regulated under Clean Air Act (CAA) but shall also include compounds exempted from the CAA definition and listing of VOCs.
c. California EPA and local air district definitions of VOCs based on CAA are not sufficient as they exempt compounds based on non-reactivity for outdoor air pollution control but still important for indoor air quality.
d. Avoid cleaning products containing alpha-pinene, d-limonene or other unsaturated carbon double bond alkenes due to chemical reactions with ozone to form aldehydes, acidic aerosols, and ultra-fine particulate matter in indoor air.

1. The State of California Department of General Services has published specifications for Environmentally Preferable Janitorial Chemicals and a list of cleaning/maintenance products meeting these specifications. Both are available on the internet at:

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
PROTECTION AND CLEANING 01 74 00 - 3
a. http://www.ciwmb.ca.gov/greenbuilding/Specs/Janitorial.doc b. http://www.resd.dgs.ca.gov/BPM/lists.htm
B. These procedures are for final General Contractor cleaning of the project prior to substantial completion and for provided materials and products as required by the specific specification sections.

C. Use only those cleaning materials and methods recommended by manufacturer of surface material to be cleaned and which will not damage surfaces.

D. Use cleaning materials only on surfaces recommended by cleaning material manufacturer.

2.2 CHEMICALS OF CONCERN
A. Chemicals of Concern include but are not limited to those chemicals listed below as toxic air contaminants, carcinogens, teratogens, reproductive toxins, and chemicals with established Chronic Reference Exposure Levels (REL):

B. Carcinogens: Chemicals listed as probable or known human carcinogens in the latest published edition of the following two lists:

1. California Environmental Protection Agency, Air Resources Board (ARB), list of Toxic Air Contaminants (California Air Toxics).http://www.arb.ca.gov/toxics/summary/summary.htm.

2. California Environmental Protection Agency, Office of Environmental Health Hazard Assessment (OEHHA), Safe Drinking Water and Toxic Enforcement Act of 1986 (Proposition 65). http://www.oehha.ca.gov/prop65/prop65_list/Newlist.html.

C. Reproductive Toxicants: Chemicals known to cause reproductive toxicity including birth defects or other reproductive harm in the latest published edition of the following list: California Environmental Protection Agency, Office of Environmental Health Hazard Assessment (OEHHA), Safe Drinking Water and Toxic Enforcement Act of 1986 (Proposition 65). http://www.oehha.ca.gov/prop65/prop65_list/Newlist.htm.

Chemicals with established Chronic Reference Exposure Levels (REL): Chronic RELs have been developed for 65 hazardous airborne substances as of January 2001. A chronic REL is an airborne concentration level that would pose no significant health risk to individuals indefinitely exposed to that level. RELs are based solely on health considerations, and are developed from the best available data in the scientific literature. The California Environmental Protection Agency, Office of Environmental Health Hazard Assessment (OEHHA) establishes and publishes RELs.

D. Chronic Reference Exposure Levels for organic chemicals with possible indoor sources, based on the California OEHHA list.

1. Do not use any of the chemicals listed in the list.

2. The most recent list may be found at: http://www.oehha.org/air/chronic_rels/allChrels.html PART 3 – EXECUTION

3.1 DURING CONSTRUCTION & DEMOLITION
A. Construction work, cleaning and protection refer also to the following section and the most restrictive shall govern:

1. Refer to Division 1 for construction waste management and disposal/recycling requirements.

B. Demolition work, cleaning and protection refer also to the following sections and the most restrictive shall govern;

1. Refer to Division 1 for construction waste management and disposal/recycling requirements.

2. Section 02 41 13 – Selective Site Demolition & Protection.

3. Section 02 41 19 – Selective Building Demolition & Protection.

C. Execute periodic cleaning to keep Work, site and adjacent properties free from accumulations of waste materials, rubbish and windblown debris, resulting from construction operations.

D. Provide on-site containers for collection, disposal and/or recycling of waste materials, debris and rubbish in compliance with General Contractor’s Construction Waste Management Plan as approved by Owner.

1. Refer to Division 1 for construction waste management and disposal/recycling requirements.

E. Protect material and work as recommended by manufacturer, drawings and as specified.

1. Clean adjacent surfaces free of caulking or sealant with mechanical action or solvent as necessary, avoiding damage to other materials.

2. Remove masking tape immediately after tooling joints, leaving finished work in neat and clean condition.

3. Clean all surfaces, materials, etc. free of dust and dirt.

4. Clean up and leave premise broom clean and vacuum cleaned; clean adjoining work spotted or otherwise defaced by work of this Section.

F. Moisture Protection:

1. Moisture Stains:
a. Materials with evidence of moisture damage, including stains, are not acceptable, including both stored and installed materials;

1. Immediately remove from site and properly dispose.

2. Take special care to prevent accumulation of moisture on installed material and within packaging during delivery, storage, and handling to prevent development of molds and mildew on packaging and on products.
b. Immediately remove from site and properly dispose of materials showing signs of mold and signs of mildew, including materials with moisture stains. c. Replace moldy materials with new, undamaged materials. d. Mitigate and remove all mold and mildew discovered.

2. Ducts:
a. Seal ducts during transportation, delivery, and construction to prevent accumulation of construction dust and construction debris inside ducts.

3. Protect interior materials from water intrusion or penetration; where interior products not intended for wet applications are exposed to moisture, immediately remove from site and dispose of properly.

4. Protect installed products using methods that do not support growth of molds and mildews. a. Immediately remove from site materials with mold and materials with mildew.

1. Clean interior spaces prior to start of finish painting and continue cleaning on as-needed basis until painting is finished.

2. Schedule operations so that dust and other contaminants resulting from cleaning process will not fall on wet or newly coated surfaces.

3.2 FINAL CLEANING
A. Employ skilled workers for final cleaning.

B. Comply with specific requirements as indicated in each specification section.

C. Comply with applicable regulatory requirements during the conduct of cleaning, disposal and recycling operations and in compliance with General Contractor’s Construction Waste Management Plan as approved by Architect and Owner.

D. Use cleaning materials which will not create hazards to health or property or cause damage to products or Work.

1. Refer to Table 1, Part 2 as herein specified for disallowed chemicals.

E. Use cleaning materials and methods recommended by the manufacturers of the products to be cleaned and as described in Part 2 of this specification section.

1. Most restrictive shall govern.

F. Cleaning:

1. Using cleaning and maintenance products as described in Part 2 of this Section and as specifically required per each applicable specification section, including, but not limited to; a. General:

1. Remove dust, dirt, grease, stains, fingerprints, labels, spilled and spattered, and other foreign materials from interior and exterior surfaces exposed to view.

2. Polish transparent and glossy surfaces to a clear shine.

3. Vacuum dust and dirt from all surfaces.
b. Flatwork and Paving:

1. Clean hard surface flatwork and paving.

2. Power wash all exposed flatwork and paving.
a. Stained and/or polished finish floors shall be cleaned and polished in accordance with related specification section for floor finish.

3. Demolition – unless otherwise noted, all flatwork and paving shall be demolished as indicated in drawings and/or specified.
a. Refer to Section 02 41 13 – Selective Site Demolition & Protection c. Flooring:

1. Clean hard surface finish flooring, such as, but not limited to; tile, stone, VCT, linoleum, cork, hardwood, etc., in accordance with manufacturer’s cleaning, polishing and maintenance recommendations.

2. Broom, vacuum and wet mop all exposed concrete floors. a. Stained and/or polished finish floors shall be cleaned and polished in accordance with related specification section for floor finish.

3. Vacuum carpeted and soft surfaces with high efficiency particulate arrestor (HEPA) vacuum.
a. Final cleaning shall be “Vacuum Clean”.
d. Walls:

1. Clean surface of finish wall materials in accordance with manufacturer’s cleaning and maintenance recommendations.

2. Remove all fingerprints, scuff marks, etc. from painted gypsum board. a. Repaint all area’s that cannot be cleaned to like new appearance.

3. Demolition – unless otherwise noted, all walls shall be demolished as indicated in drawings and/or specified.
a. Refer to Section 02 41 19 – Selective Building Demolition & Protection e. Ceilings:

1. Clean surface of finish wall materials in accordance with manufacturer’s cleaning and maintenance recommendations.

2. Remove all fingerprints, scuff marks, etc. from painted gypsum board. a. Repaint all area’s that cannot be cleaned to like new appearance.

3. Demolition – unless otherwise noted, all ceilings shall be demolished as indicated in drawings and/or specified.
a. Refer to Section 02 41 19 – Selective Building Demolition & Protection f. Exterior Wall Glazing:

1. Wash and shine glazing and mirrors to be free of streaks. g. Interior Wall Glazing:

1. Wash and shine glazing and mirrors to be free of streaks. h. Electrical Fixtures:

1. Clean surface of finish lighting fixtures to be free of dust, finger prints etc. to a new appearance.

2. Clean out debris, bugs, etc. which have accumulated inside fixture lens.

3. Vacuum and wipe insides of electrical and low voltage panels, racks and cabinetwork. i. Fixtures:

1. Clean equipment and fixtures to sanitary condition.

2. Demolition – unless otherwise noted, all fixtures shall be removed and disposed of as indicated in drawings and/or specified.
a. Refer to Section 02 41 19 – Selective Building Demolition & Protection b. Refer to Section 02 41 13 – Selective Site Demolition & Protection City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
PROTECTION AND CLEANING 01 74 00 - 7
j. HVAC and ventilation system and components:

1. If ducts were not sealed during construction, and contain dust or dirt, clean ducts using HEPA vacuum immediately prior to Substantial Completion and prior to using ducts to circulate air.

2. Replace all air filters installed at air handling units and ducts before and during construction.

3. Oil film on sheet metal shall be removed before shipment to site. a. However, ducts shall be inspected to confirm that no oil film is present.

1. Remove oil using cleaning and maintenance products as described in Part 2 of this Section.

4. Demolition – unless otherwise noted, all ductwork, brackets, etc. shall be removed and disposed of as indicated in drawings and/or specified. a. Refer to Section 02 41 19 – Selective Building Demolition & Protection

5. Demolition – Ductwork: unless otherwise noted, all ductwork, brackets, etc. shall be removed and disposed of as indicated in drawings and/or specified. a. Refer to Section 02 41 19 – Selective Building Demolition & Protection

6. Demolition –HVAC units: refer to drawings for scope of removal of units. a. Refer to Section 02 41 19 – Selective Building Demolition & Protection

2. Recycled materials:
a. Remove and properly recycle materials removed during construction work, refer also to;

1. Refer to Division 1 for construction waste management and disposal/recycling requirements and as described in General Contractor’s Construction Waste Management Plan as approved by the Owner.
b. Demolition - Remove and properly recycle materials removed during demolition work, refer also to;

1. Waste management program, refer to;
a. Refer to Division 1 for construction waste management and disposal/recycling requirements and as described in General Contractor’s Construction Waste Management Plan as approved by the Owner.

3. Demolished materials:
a. Remove and properly dispose of all demolished materials during demolition work, refer also to;

1. Section 02 41 13 – Selective Site Demolition & Protection

2. Section 02 41 19 – Selective Building Demolition & Protection

3. Refer to Division 1 for construction waste management and disposal/recycling requirements and as described in General Contractor’s Construction Waste Management Plan as approved by the Architect and Owner.

4. Waste materials:

1. Refer to Division 1 for construction waste management and disposal/recycling requirements and as described in General Contractor’s Construction Waste Management Plan as approved by the Owner.
b. Demolition - Remove and properly dispose and recycle all materials during demolition work, refer also to;

1. Refer to Division 1 for construction waste management and disposal/recycling requirements and as described in General Contractor’s Construction Waste Management Plan as approved by the Owner.

2. Section 02 41 13 – Selective Site Demolition & Protection

3. Section 02 41 19 – Selective Building Demolition & Protection

5. Exterior:
a. Clean site and roof areas of sticks, rubbish, and other debris. b. Broom and power wash all flatwork and paving.
c. Clean all finish paving materials such as brick, interlocking pavers, etc. in accordance with the specific manufacture.
d. Broom-clean exterior paving.
e. Rake clean ground surfaces.
f. Coordinate cleaning, protection and maintenance with all Division 2 sections.

G. Prior to final inspection or Owner occupancy, General Contractor shall conduct inspection of sight-exposed interior and exterior surfaces, and all work areas, to verify that entire Work is clean.

END OF SECTION 01 74 00
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CONSTRUCTON WASTE MGMT. & DISPOSAL-RECYCLING 01 74 19 - 1 SECTION 01 74 19 – CONSTRUCTION WASTE MGMT. AND DIPOSAL-RECYCLING PART 1 - GENERAL

1.1 PRINCIPAL WORK IN THIS SECTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Coordinate the work of this Section with related trades.

C. Verify applicable dimensions, clearances and heights at the jobsite.

1. Construction Waste Management Plan

1.2 REFERENCE STANDARDS
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC) www.bsc.ca.gov current edition at time of permit issuance.

B. ATBCB ADAAG - Americans with Disabilities Act Accessibility Guidelines, current version.

C. Title 24, Chapter 11 – California Green Building Standards Code:

1. Non-residential new construction:
a. All occupancy types.

1.3 PERFORMANCE, TESTING AND INSPECTION
A. General:

1. Comply with manufacturer’s standards.

2. Comply with Building Code.

3. Comply with “Construction Waster Management Plan”.

B. Construction Monitoring/Observations by others:

Item Name of Test Performance Results By Whom
As indicated in Waste
Management Plan
Const. Waste
Management
Comply As herein indicated and in
Waste Management Plan
document

1.4 SUBMITTALS
A. Refer to Division 1 for substitution, deviation and/or submittal procedures.

B. Submit O&M (Operation and Maintenance) manuals in accordance with Division 1 requirements and as herein specified.

C. Refer to Division 1 for sustainability requirements.

1.5 QUALITY ASSURANCE
A. Refer to Division 1 for quality control requirements.

B. Contractor / Installer / Fabricator shall have been in business for five (5) years providing/installing/finishing projects of similar size and complexity.

C. Regulatory Requirements: Comply with all applicable federal, state, and local ordinance and regulation requirements for recycling and waste management.

D. Disposal Sites, Recyclers, and Waste Management Processors: Use only facilities properly permitted by State and Local authorities.

E. Construction Waste Management Plan

1. The General Contractor shall prepare a Construction Waste Management Plan and submit to the Owner and Architect for review within 21 days after the date of the Notice to Proceed.

2. The Construction Waste Management Plan shall identify the means and methods by which the Contractor will achieve the project’s recycling goals.

3. Make any revisions to the Construction Waste Management Plan per Architect’s review comments. Submit the revised plan to the Owner and Architect for final approval.

F. Implementation of Construction Waste Management Plan:

1. Designate an on-site party responsible for instructing workers and implementing the Construction Waste Management Plan.

2. Distribute copies of the Construction Waste Management Plan to the job site foreman, superintendent, and each subcontractor.

3. Include Waste Management and recycling in worker orientation.

4. Provide instruction on appropriate separation, handling, recycling and salvaging methods to be used by all parties at the appropriate stages of the work at the site.

5. Prominently display Construction Waste Management Plan. If on-site separation is used, clearly mark all containers and areas on site dedicated to each type of recyclable material.

6. Include waste management and recycling discussion in pre-fabrication meetings with subcontractors and fabricators.

7. Also include discussion of waste management and recycling in regular job meetings and job safety meetings conducted during the course of work at the site.

1.6 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Refer to Division 1 for product delivery, storage and handling requirements.

B. Salvage Materials: Provide protective handling and storage as required for all items identified for salvage and reuse by the Owner.

C. Recyclable Waste: Remove all recyclable materials, as identified in the Waste Management Plan, from the work location to approved containers daily. Failure to remove waste materials will be considered cause for withholding payment.

D. Provide containers as required to comply with Construction Waste Management Plan and to prevent contamination of materials, including protection from rain and snow as applicable.

E. Replace loaded containers with empty ones as demand requires.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CONSTRUCTON WASTE MGMT. & DISPOSAL-RECYCLING 01 74 19 - 3 F. Handling: Deposit all materials in the containers in a clean (no mud, adhesives, solvents, petroleum contamination), debris-free condition. Do not deposit contaminated materials into the containers until such time as such materials have been cleaned.

G. If contamination chemically combines with the material so that it cannot be cleaned, do not deposit into the containers.

1.7 JOB CONDITIONS
A. Environmental Requirements: Transport waste materials from the Work Area to the recycle containers and carefully deposit in the containers in a manner to minimize noise and dust. Close container covers immediately after materials are deposited. Do not place recyclable waste materials on the ground adjacent to a container.

B. Existing Conditions: Coordinate with “Instructions to Bidders” and Supplementary Conditions”.

1.8 PROTECTION
A. Protect finish surfaces at all times from work under this section.

1.9 GUARANTEE / WARRANTY
A. Refer to Division 1 for closeout submittal procedures.

1.10 RELATED WORK/SECTIONS
A. Related work includes, but is not limited to the following:

1. Demolition.

B. Related Sections include, but are not limited to the following:

1. Refer to Division 1 for sustainability requirements.

2. Refer to Division 1 for quality control requirements.

3. Refer to Division 1 for closeout submittal procedures.

4. Refer to Division 1 for protection and cleaning requirements.

5. Section 02 41 13 – Selective Site Demolition & Protection.

6. Section 02 41 19 – Selective Building Demolition & Protection.

1.11 SEQUENCING AND SCHEDULING
A. Schedule work and sequence with General Contractor.

1.12 DEFINITIONS
A. Waste Materials: Construction materials that are excess to the contract requirements and which cannot be effectively used in the Work.

B. Salvaged (or Reused) Materials:

1. Construction materials recovered from existing buildings or construction sites and reused in other buildings or new building.

2. Common salvaged materials include structural beams and posts, flooring, doors, cabinetry, brick and decorative items.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CONSTRUCTON WASTE MGMT. & DISPOSAL-RECYCLING 01 74 19 - 4 C. Recyclable Waste: Waste materials that are existing on-site or are generated during the construction process that can be recycled/remanufactured into another material.

D. Categories of Salvageable or Recyclable waste include the following, but are not limited to;

1. General:
a. Cardboard:
1) Clean, corrugated cardboard such as used for packaging, etc. b. Chemical Waste:
1) Includes petroleum products, bituminous materials, salts, acids, alkalis, herbicides, pesticides, organic chemicals and inorganic chemicals.
c. Co-Mingled:
1) Several types of construction waste that are combined in a single container. 2) Co-mingling of recycling waste must be approved by the identified recycling facility. d. Hazardous Waste:
1) Any substance whose handling and/or disposal is regulated as hazardous waste by local, state or federal authorities.
e. Paper Goods:
1) Office paper: Includes any paper, such as manufacturer instructions, specification sheets, files, correspondence, packaging, stiffeners, etc. 2) Newsprint: Shredded or whole newspaper goods.
f. Plastic:
1) Beverage containers, packaging materials (such as polystyrene “peanuts” and expanded polystyrene), containers (other than those used for hazardous materials), vinyl products, etc.
g. Sanitary Wastes:
1) Garbage: Refuse and scraps resulting from preparation, cooking, distribution or consumption of food.
2) Sewage: Domestic sanitary sewage.
h. Source Separated:
1) Materials that are separated on-site by Category.
i. Other:
1) Any additional materials identified on-site to be valued for salvage, reuse, or recycling by the Contractor and Owner.

2. Site:
a. Asphalt, Concrete, rock, brick
1) Concrete, brick, rock, broken up asphalt pavement, clay, and other inert (non-organic) materials.
b. Fill - Inert:

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CONSTRUCTON WASTE MGMT. & DISPOSAL-RECYCLING 01 74 19 - 5 1) A permitted facility that accepts inert waste such as asphalt and concrete exclusively. c. Landfill – Class III and soil:
1) A landfill that accepts non-hazardous waste such as household, commercial, and industrial waste, including construction, remodeling, repair and demolition operations.
d. Land Clearing Debris:
1) Solid Waste Generated from land clearing operations, such as stumps, woody debris, limbs and brush, clean soil, etc.
2) Does not include rock, concrete or chemically treated landscape timbers. e. Vegetation - Existing:
1) Includes sod, shrubs, plants, and trees that will be disturbed or removed during construction.

3. Building:
a. Concrete & Masonry
1) Concrete, clay, and other inert (non-organic) materials. b. Carpet and padding:
1) Face fiber, backing, padding and carpet cushion scrap. c. Fabric:
1) Uncontaminated fabric scraps.
d. Glass:
1) Includes glass beverage containers, glazing and recyclable glass building materials. e. Gypsum Wallboard:
1) Excess drywall construction materials including cuttings, other scrap and excess materials.
f. Insulation:
1) Rigid foam, batt and loose fill insulation materials. g. Metals:
1) Metal Ferrous and Non-ferrous including;
a. Iron
b. Steel
c. Copper
d. Brass
e. Aluminum
2) Note: Includes beverage containers, packaging materials (such as metal banding) fencing, reinforcing bar, wiring, plumbing, etc.
h. Paints:

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CONSTRUCTON WASTE MGMT. & DISPOSAL-RECYCLING 01 74 19 - 6 1) Unused portions of paints, primers and coatings applied on site. i. Rubber:
1) Uncontaminated rubber scraps, including but not limited to recycled-content rubber flooring, rubber edging, tires that are no longer serviceable, etc. j. Wood – clean & untreated:
1) Dimensional lumber
2) Wood edging
3) Wood shipping pallets
4) Wood misc. components/materials
k. Wood – clean & engineered products:
1) Plywood
2) Oriented strand board
3) Masonite
4) Particleboard
5) Manufactured trusses and beams
6) Glue-laminated timbers.
7) Rough sawn lumber/timber

4. Exclusions:
a. As herein listed

1.13 GENERAL SYSTEM DESCRIPTION
A. The Construction Waste Management goal for this project is:

1. Minimum of percentage of total Project waste shall be diverted from landfill.

B. The Contractor shall develop a Waste Management Plan as defined in this Section and submit for review by the Owner and Architect.

C. Contractor shall implement procedures to minimize the creation of construction and demolition waste on the job site. As many of the waste materials as economically feasible shall be reused, salvaged or recycled. Waste disposal in landfills shall be minimized.

D. The Contractor shall provide and submit documentation throughout construction that waste management, recycling and re-use of recyclable and re-useable materials are being maximized.

PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS
A. Products are acceptable to use as intended for waste management work.

2.2 MATERIALS
A. As necessary by contractor to complete their work and used for the purpose of demolition, etc. as herein specified and additionally as indicated in contract documents.

2.3 OTHER MATERIALS
A. Provide other materials, not specifically described but required for complete and proper demolition activities, as selected by the General Contractor subject to the approval of the Architect.

2.4 CONSTRUCTION WASTE MANAGEMENT PLAN
A. References for Additional Information:

1. California State Agency Buy Recycled Campaign, The Department of General Services and the California Integrated Waste Management Board www.ciwmb.ca.gov/buyrecycled/stateagency

2. Refer to Division 1 for sustainability requirements.

B. Construction Waste Management Plan:

1. Contractor shall develop a construction waste management plan indicating proposed methods for collection, segregation, and removal of all construction wastes and debris produced by the work of this Contract.

2. Those waste materials produced during the course of this Contract that can be recycled costeffectively, shall be.

3. The Waste Management Plan shall include, at a minimum, the following:
a. Provide an analysis of jobsite waste to be generated, including types and quantities. b. Provide strategies for salvage, reuse, or recycling for a minimum of all materials listed below. Include additional waste materials that are deemed cost-effective to salvage, reuse or recycle. See “Definitions” above for material categories. c. Provide documentation to justify decision not to recycle any items listed below. d. Contractor may choose on-site separation or co-mingled with off-site separation.

1. Method chosen shall be documented.
e. Show compliance with applicable State and Local ordinances and regulations. f. Identify and document construction waste haulers and recyclers which will handle the designated material.
g. Include participation in and procedures for recycling/re-use program. h. Include participation in and procedures for rebate programs. i. Identify materials that are not recyclable or otherwise conservable that must be disposed of in a landfill or other means acceptable under governing State and Local regulations. j. Indicate any instances where compliance with requirements of this Section does not appear to be possible and request resolution from Owner.

4. Contractor shall submit Construction Waste Management Plan for review and approval as part of Submittal process.

5. Review of Contractor’s Waste Management Plan shall not relieve Contractor of responsibility for control of pollutants and other environmental protection measures.

C. Waste Materials: The following materials shall be salvaged and/or recycled according to this specification and the other specific product specifications.

1. Strategies for salvage and recycling shall be identified in the Waste Management Plan as required.

2. Salvage Materials: Identify materials existing on site that are candidates for salvage and reuse, either on this Project or through sale or donation to local organizations.

3. Recyclable Materials: Materials including, but not limited to the following shall be considered for salvage or recycling.
a. Schedule: Applies to all waste materials produced during the course of this Contract, as listed in drawings and as specified in other sections to include, but not be limited to:
1) General:
a. Cardboard
b. Paper Goods
c. Chemical Waste
d. Co-Mingled materials
e. Hazardous Waste
f. Plastic
g. Sanitary Wastes
h. Source Separated Materials
i. Other material valued for salvage, reuse and/or recycling 2) Site:
a. Sand
b. Asphalt
c. Concrete
d. Masonry
e. Brick
f. Rock
g. Rebar
h. Fill - Inert:
i. Landfill – Class III and soil
j. Land Clearing Debris
k. Vegetation - Existing
3) Building:
a. Concrete
b. Precast concrete
c. Masonry
d. Brick
e. Rebar
f. Glass
g. Gypsum board
h. Insulation
i. Metal
j’ Paint
k. Rubber
l. Wood – clean and untreated
m. Wood – clean & engineered products
4) Exclusions:

1. All waste materials that cannot be recycled, due to contamination, lack of recycling facilities or salvage options or high-cost.

D. Delivery Receipts: Maintain copies of all delivery receipts for waste materials sent to permitted waste materials processors or recyclers that indicate the location and name of firm accepting recyclable waste materials, types of materials, net weights of each type, which materials have been recycled, and date of delivery.

E. Maintain working copy of Construction Waste Management Plan at site for review by Owner, Architect and all Trades involved in Project.

F. Participation in Recycling/Re-Use and/or Rebate Programs: Rebates, Tax Credits, and other savings obtained for recycled or re-used materials shall accrue to the General Contractor.

PART 3 - EXECUTION

3.1 INSPECTION/EXAMINATION
A. Verification of Conditions:

1. Examine areas and conditions under which work is to be performed.

2. Identify conditions detrimental to proper or timely completion of work and coordinate with General Contractor to rectify.

3.2 COORDINATION
A. Refer to Division 1 for project coordination requirements.

1. General Contractor shall coordinate work as herein specified, in accordance with drawings and as required to complete scope of work with all related trades.

3.3 PREPARATION
A. Prepare work in accordance with Waste Management Plan.

3.4 INSTALLATION/IMPLEMENTATION
A. General:

1. Perform work in accordance with manufacturer’s recommendations, as herein specified and in accordance with drawings.

B. Waste Management

1. General: Implement waste management procedures in accordance with Construction Waste Management Plan as approved by Owner. Maintain procedure throughout the life of this Contract.

2. On-Site Source Separation (when this method is used by the General Contractor). Separate, store, protect, and handle at the project site all identified recyclable and salvageable waste products to prevent contamination of materials and maximize recycling and salvage of City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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CONSTRUCTON WASTE MGMT. & DISPOSAL-RECYCLING 01 74 19 - 10 materials. Clearly label all recycling containers and list acceptable and unacceptable materials.

3. Collection: Arrange for timely pickups from the site or deliveries to approved recycling facilities of designated waste materials to keep construction site clear and prevent contamination of recyclable materials. Maintain records accessible to the Owner for verification of construction waste materials recycling.

4. Delivery Receipts: Keep and maintain records of all deliveries to recycling facilities and all pickups of waste materials at the site by others as specified above.

5. Salvage and Re-use: Identify salvage and re-use options for all materials that are deemed to be re-usable, but will not be re-used on this Project.

6. Non-Recyclable Waste: Collect and segregate non-recyclable waste for delivery to a permitted landfill site.

7. Hazardous Waste: Control and dispose of hazardous waste in accordance with local, state, and federal regulations.

3.5 PROTECTION AND CLEAN UP
A. Refer to Division 1 for protection and cleaning requirements.

B. Subcontractor will keep the work areas in a clean and safe condition so their rubbish, waste, and debris do not interfere with the work of others.

C. Protect work and materials of this Section prior to and during installation, and protect the installed work and materials of other trades.

D. Perform work in accordance with manufacturer’s recommendations, as herein specified and in accordance with drawings.

E. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no cost to the Owner.

F. After completion of work in this section, remove all erection equipment and implements of service, and debris.

1. Leave entire area in a neat, clean, acceptable condition.

G. Provide Guarantee/Warranties and Bonds as required in this specification section and as listed in Division 1 closeout submittal procedures.

H. Refer to Division 1 for closeout submittal procedures.

I. Close out, on-site inspection will be at the discretion of the Architect after he receives the General Contractor’s NOTICE of “Certificate of Substantial Completion”.

END OF SECTION 01 74 19
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SECTION 01 78 00 – CLOSEOUT SUBMITALS
PART 1 - GENERAL

1.1 PRINCIPAL WORK IN THIS SECTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. General Contractor shall furnish materials and perform labor required to execute this work as indicated on the drawings, as specified herein and as necessary to complete the work required by project conditions, including but not limited to:

1. As-Built Documents: (Record of As-Built conditions during construction) a. Keeping and recording of progress As-Built Drawings and Specifications during construction.
1) Includes record keeping for site demolition work
b. Distribution of Draft As-Built Drawings and Specifications at project closeout for review by Architect and Owner.
c. Distribution to Architect and Owner of final As-Built drawings and Specifications once contractor has addressed all comments by Owner and Design team.

2. O & M Manuals:
a. Compilation of O&M Manuals in hard copy format and distribution to the Owner and Architect as a Submittal for review and comment.
b. Application of Architect and Owner revisions and re-submittal for final review. c. Upon reviewed approval, issuance of finalized O&M manuals in the following formats:
1) One (1) PDF File
2) One (1) hard copy set

3. Project Closeout
a. Punch Lists / Corrective Construction:
1) Initiate project closeout by providing a comprehensive list of all items to be completed and corrected.
b. Testing, Inspections and adjusting:
1) Perform all tests and inspections in accordance with plans and specifications. c. California Energy Code Compliance:
1) Observe all testing, document and complete all forms for compliance. d. Commissioning and Balancing:
1) Check all mechanical equipment, electrical lighting, etc. for compliance with design, codes and standards.
e. Operation, Maintenance and System Demonstration:

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1) Train Owner personnel in operation and maintenance of all equipment, mechanical equipment, hardware, etc.
f. Green Building Standards, California:
1) Document that all required, specified and indicated California Green Building Standards have been addressed.
2) All documentation shall be included in O&M manual.
g. Warrantees / Guarantees / Bonds:
1) Before final payment, furnish to the Owner, through the Architect, all written warranties of work and equipment installed under the contract. 2) Obtain specified bonds.
h. Insurance
1) Notify the Owner of any changes in insurance coverage requirements. i. CALGreen Documentation:
1) Provide documentation as covered in Division 1 sustainability requirements and in individual sections.
j. Certificate of Occupancy:
1) Obtain this and similar releases that permit the Owner’s full and unrestricted use. k. Extra Stock & Spare parts
l. Final Cleaning
m. Keying and Keying Schedule
n. Certificates, Affidavits and Records
o. Agency related submittals

1.2 REFERENCE STANDARDS
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC) www.bsc.ca.gov current edition at time of permit issuance.

B. Title 24, California Code of Regulations, California Building Standards Commission C. ATBCB ADAAG - Americans with Disabilities Act Accessibility Guidelines, current version.

D. CBC Energy Code, California Code of Regulations, Title 24, Part 6, California Building Standards Commission
E. Title 24, Chapter 11 – California Green Building Standards Code

1. Non-residential new construction:
a. All occupancy types.

1.3 PARTIAL OCCUPANCY
A. The Owner has the right to use or occupy the building or any part thereof, or to use equipment installed under the contract, prior to final acceptance.

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B. Substantially completed portions of Work shall be designated and authorized with Certificate of Substantial Completion (AIA Document G704) for Owner’s occupancy prior to completion of entire Work.

1. Refer to document herein attached.

2. Owner shall use or occupy the building site following issuance of Certificate of Substantial Completion (AIA Document G704).

C. Owner will occupy designated areas for purpose of installing Owner-furnished items.

D. Contractor shall allow:

1. Access for Owner personnel.

2. Owner use of parking facilities.

E. Upon occupancy the following shall be provided by General Contractor unless otherwise approved and contracted to be provided by Owner;

1. Maintenance

2. Security

3. Insurance

1.4 AS-BUILT DRAWINGS / DOCUMENTS
A. As-Built Drawings / Documents

1. General:
a. Show materials, size and depth from surface of said installations, as well as line followed b. In addition the General Contractor shall keep accurate record of all dimensioned items including such things as walls, ceilings, etc., where installed items differ in location from where dimensioned on the Drawings.
c. Do not permanently conceal any work until required information has been recorded. d. Ensure entries are complete and accurate.
1) All information entered on As Built documents during course of project shall be neat, legible and emphasized by drawing "clouds" around changed items. Format of changed items on drawings shall be acceptable to Architect. 2) Actual information must be entered in documents, just a note as to the ASI, RFI number, etc. is not acceptable.
3) All symbols and designations used in preparing As Built documents shall match those used in Contract Drawings and Specifications.
e. Keep record information current (within 7 days) with construction progress. f. Label each document “Progress As-Built Documents” in large, neat, printed letters and store separate from those used for construction.
g. Architect and their consultants will not release electronic files to any parties unless agreed upon in writing.
1) Architect shall issue waiver release of liability form for signatures prior to release of any electronic files agreed upon.

2. Documentation:

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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a. As-Built Conditions: Maintain on the construction site, one hard copy set of the following to record as-built conditions, (which record actual revisions to the work to generate final As-Built documents), including, but not limited to;
1) Drawings
2) Specifications / Project Manual
3) Addenda
4) Requests for Information (RFIs)
5) Architects Supplemental Instructions (ASIs)
6) Construction Change Directives (CCDs)
7) Change orders (CO) and other modifications to the contract 8) Reviewed shop drawings, product data & samples
9) Manufacturer’s instruction for assembly, installation, operation and maintenance. 10) Storm Water Pollution Prevention Plan
11) Mock ups
b. Underground Work: At the time of installation General Contractor shall record, to scale where possible or by figured dimensions, installed locations of all underground or concealed work, including but not limited to:
1) Plumbing
2) Electrical
3) HVAC
4) Low voltage
5) Controls
6) Fire alarm
c. Site demolition: During demolition, record conditions of found items and/or items discovered to differ from design understanding documentation, including but not limited to:
1) Utilities & termination points
2) Line voltage cabling and conduits
3) Low voltage cabling and conduits
4) Abandoned utilities, man holes, etc.

3. Standards
a. Drawings:
1) Legibly mark and record the following kinds of actual construction (as-built) information including, but not limited to:
a) Changes made by Change Orders, CCD’s, RFI's, ASI's, verbal confirmations and other modifications described in these Specifications, General Conditions, Addenda, and Owner accepted non-conforming work during the construction period.
b) Locations of Work buried under and outside the building, such as plumbing, gas, sewer and electrical lines and conduits.
c) Locations of significant Work concealed inside the building whose general locations have been changed from those shown on the Contract Documents.

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d) Locations of items, not necessarily concealed, which have been changed with the Owner’s prior acceptance, from the location shown on the Contract Documents. i. Locate main runs of piping, conduit, ductwork, and similar items by dimensions.
ii. Locate other items either by dimensions or in relation to spaces within the building.
iii. Note any changes to grades and or elevation changes. iv. Furnish additional drawings as necessary for clarification of relocated work by General Contractor.
v. Record deviations from the sizes, locations, and other features of installation shown in the Contract Documents.
a. Establish locations of underground Work by dimension to column lines or walls, locating turns, and by referenced centerline and invert elevations and rates of fall.
vi. Indicate field changes in dimensions and detail.
e) Exact dimensioned location of all utilities underground within the construction limit lines inside and outside the building.
f) Depth of various elements of the foundation in relation to the ground level. g) Locate and dimension all work including stubs for future connections, with reference to permanent landmarks or buildings and indicate depth below finish grade.
b. Project Manual / Specifications:
1) Note all manufacturers, model numbers, quantities, etc. which have been changed and/or added.
2) Legibly mark and record at each product section a description of the actual products installed, including the following:
a) Manufacturer’s name, product model & number, finish & color b) Product substitutions or alternates utilized.
c) Changes made by addenda and modifications.

4. Preliminary As-Built Documents – Review/Preliminary
a. At time of acceptance of the Work and prior to final payment, formalize the Progress AsBuilt Documents (drawings and specifications) kept during the course of construction to prepare and issue a “Preliminary As-Built Documents" package consisting of drawings, specifications, and other items necessary in PDF format. 1) PDF file(s) shall be supplied to Owner and Architect on a CD / DVD or uploaded to the Williams + Paddon FTP site (Newforma Information Exchange).

5. Final As-Built Documents – Final Submission
a. After incorporating Owner, Architect and Project Consultants review comments and prior to final payment, formalize the Documents (drawings and specifications) to prepare a "Final As-Built Documents" package consisting of drawings, specifications, and other items necessary in PDF format.

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1) PDF file(s) shall be supplied to Owner and Architect on a DVD or uploaded to the 19six Architects FTP site (Newforma Information Exchange). b. Additionally, General Contractor will deliver one (1) hard copy of the Final As-Built Documents to the Owner.
c. Sign and date package of “Final As-Built Documents” and submit them to the Owner and Architect at time of final acceptance of the Work.
d. Contract shall not be deemed to be completed, nor shall final payment become due until the above requirements have been complied with.

1.5 O & M (Operation and Maintenance) MANUALS
A. General:

1. All items with moving parts shall be included in the O & M Manuals.

2. All electrical and low voltage items/devices shall be included in the O & M Manuals.

3. All HVAC components shall be included.

4. All controls shall be included.

5. All specific specification sections which require O & M Manuals shall be included.

6. Cleaning recommendations shall be included for the following:
a. Finish flooring
b. Glass and glazing
c. Plastics
d. Laminates
e. Wall finishes, including, but not limited to;
1) Wall covering
2) Ceramic tile, stone and porcelain tile
3) Pre-finished materials
f. Ceiling finishes
g. Finish hardware
h. HVAC filters - replaced
B. Manuals shall include for each specific item, product, assembly, etc:

1. Record data, maintenance and operating instructions.

C. O&M Manuals shall be submitted to the Architect in hard copy format for review and comment as part of the Submittal review / Closeout process.

1. General Contractor shall submit initial O&M manual(s) for review and comment.

2. Owner, Architect and design team shall review manual(s) and return with comments for inclusion into final O&M manual(s).

3. General Contractor shall incorporate any required changes and re-submit for final review by Architect.

4. Upon approval, General Contractor will issue final O&M manuals as follows:
a. Owner:
1) One hard copy set
2) One DVD with the entire manual in PDF format.

D. Format:

1. PDF Document
a. General:
1) Compile all of the required data into one PDF file.
2) DF file shall include, but not be limited to:
a) Cover Sheet
i. Title: “Operation and Maintenance Manual”
ii. Project name
iii. Date
iv. General Contractor name and contact information
a. Company
b. Project manager
c. Superintendent
d. Engineer
b) Table of Contents
i. List each specification section in numerical order and embed links to each section of the PDF file.
c) Data
i. Cover Sheet for each specification section and miscellaneous scope of work not part of a specific section
a. Use and fill in herein attached Cover Page (document 01700o&m) ii. Operation:
a. Complete instructions regarding operation of equipment. b. Prepare and include additional data as required for the instruction of the Owner’s operating and maintenance personnel.
iii. Maintenance:
a. Complete instructions regarding maintenance of equipment, materials, etc.
iv. Parts:
a. Complete nomenclature of replaceable parts, materials, paints, etc., their part and product numbers and name, website, email and address of nearest source of parts/materials.
v. Extra material:
a. Complete list of material verified and signed by Owner. vi. Warranty:

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a. Copy of each guarantee/warranty and service contract issued for equipment, materials, work, etc.
b. It is allowed to have these come in later if their availability is affected by commissioning etc.
vii. Extraneous Data:
a. When manufacturer’s catalog pages are included, clearly indicate the items included in this installation and delete or otherwise clearly indicate data which is not applicable to this installation.
viii. Training:
a. Description of training of personnel.

1. General Contractor to provide documentation indicating who was trained, who conducted the training and what the subject/equipment was. Refer also to applicable specification sections.

2. Hard copy manuals:
a. Compile all the data for each specification section into multiple volumes 1) 6” x D type, three-ring binders, in durable plastic sized for 8-1/2" x 11" with exterior slide in sleeves for cover sheets for each binder.
b. Binders shall include, but not be limited to;
1) Cover Sheet on front of each binder
a) Title: “Operation and Maintenance Manual”
b) Project name
c) Date
d) General Contractor name and contact information
i. Company
ii. Project manager
iii. Superintendent
iv. Engineer
a) Volume indicated on bottom of each cover
i. One, two, three, etc. as required to include all specifications. 2) Table of Contents page in front of each Binder
a) List each specification section in numerical order.
3) Divider tabs for each division
a) Mechanical, electrical and low voltage shall be provided in separate binders 4) Data
a) Cover Sheet for each specification section and miscellaneous scope of work not part of a specific section
i. Use and fill in herein attached Cover Page
b) Operation:

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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i. Complete instructions regarding operation of equipment. ii. Prepare and include additional data as required for the instruction of the Owner’s operating and maintenance personnel.
c) Maintenance:
i. Complete instructions regarding maintenance of equipment, materials, etc. d) Parts:
i. Complete nomenclature of replaceable parts, materials, paints, etc., their part and product numbers and name, website, email and address of nearest source of parts/materials.
e) Extra Material:
i. Complete list of material verified and signed by Owner 5) Warranty:
a) Copy of each guarantee/warranty and service contract issued for equipment, materials, work, etc.
b) It is allowed to have these come in later if their availability is affected by commissioning etc.
c) Extraneous Data:
i. Where contents of manuals include manufacturer’s catalog pages, clearly indicate the items included in this installation and delete or otherwise clearly indicate data which is not applicable to this installation. d) Training:
i. Description of training of personnel.

1.6 PROJECT CLOSEOUT
A. General

1. Project closeout shall be initiated by the General Contractor. a. Project must be ready for Beneficial Occupancy by the Owner.

2. Project Closeout procedures shall comply with this section, all other specification sections, General Conditions, Division 1 and the Owner / General Contractor contract.

B. General Contractor shall provide and/or coordinate the following:

1. Punch Lists / Corrective Construction:
a. Restoration of damaged and defective work
1) Restore or replace, as specified or determined by the Architect, material and finishes damaged during construction activities at no additional expense to the Owner. a) This period of time shall continue until Owner has taken complete occupancy unless agreed upon otherwise.
2) Restoration shall be equal to the original Work, and finishes shall match the appearance of existing adjacent Work.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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a) Owner and Architect shall review for acceptance and/or rejection of remedial work.
b. Remedial work
1) Remedial Work necessary owing to faulty workmanship or materials shall add no additional expense and/or time extension to contract with Owner. 2) Work shall be coordinated with the Owner and performed at such time and in such manner to cause minimal interruption and inconvenience to the Owner’s operations.

2. Testing, Inspections and Adjusting:
a. Conduct operational tests as required to demonstrate that all systems, controls, devices, window walls, roofs, etc. have been completed and are in compliance with all requirements.
b. Furnish a written record of test results using recording type instruments where applicable and as directed, and label everything with appropriate specification section numbers. 1) These shall be included in O&M manual
c. Submit required certificates of inspection.
d. Adjust all equipment, operating devices etc. to function in accordance with their design and required operation.
1) Adjust as directed and required per commissioning.
e. All documentation shall be included in O&M manual.

3. California Energy Code Compliance:
a. Observe all testing, document and complete all forms for compliance. b. Refer to applicable drawings and specifications and as herein specified. c. All documentation shall be included in O&M manual.

4. Commissioning and Balancing:
a. Check all mechanical equipment, electrical lighting, etc. for compliance with design, codes and standards.
b. Refer to applicable drawings and specifications and as herein specified.

5. Operation, Maintenance and System Demonstration:
a. Systems demonstration
1) Prior to Final Inspection, furnish qualified personnel for on-the-job instruction and demonstrate operation of each system to Owner’s Maintenance Staff. a) Instruct personnel in operation, adjustment, and maintenance of equipment and systems, using operation and maintenance data as basis of instruction. b) All training documentation shall be included in O&M manual. 2) Refer to each specification section for additional information. 3) Refer also to Division 1.

6. Warranties / Guarantees / Bonds:
a. General:

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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1) Manufacturer’s, Contractor’s and Installer’s warranties notwithstanding, warrant the entire Work against defects in materials and workmanship for periods as indicated in specifications at a minimum from the date Certificate of Substantial Completion (AIA Document G704) is issued and extended as indicated in each specification section and/or as specifically noted in Division One.
a) Guaranty/Warranty periods shall be increased in accordance with specific Specification Sections.
b) Include this information in the O & M Manual.
2) Guarantee/warrant or bond Work as required in the individual Specification Sections. 3) Warranties between the General Contractor and manufacturers, and the General Contractor and suppliers, shall not affect guarantees/warranties between the General Contractor and the Owner.
4) Review guarantees/warranties and bonds to verify compliance with Contract Documents.
5) Compile specified bonds.
6) Compile specified guarantees/warranties using forms included in this section a) “General Contractor Warranty/Guarantee” (See attached 01 78 00WG form) b) “Sub-Contractor Guarantee” (See attached 01 78 00GSC form) 7) Co-execute as required.
8) Submit to the Architect and Owner for review.
a) Owner and Architect will review & issue all relative comments for General Contractor to address.
b) General Contractor will deliver guarantees/warranties and bonds to the Owner after incorporation of any Architect and Owner comments and acceptance of the Work.
c) These warrantees and bonds shall be included in O&M manuals.

7. Insurance:
a. Notify the Owner of any changes in insurance coverage requirements. 1) Especially noteworthy is the transfer from the General Contractor’s builder’s risk policy to the Owner’s comprehensive general liability policy. b. Provide all certificates.

8. CALGreen documentation:
a. Provide documentation as covered in Division 1 sustainability requirements and in individual sections.

9. Certificate of Occupancy:
a. Obtain this and similar releases that permit the Owner’s full and unrestricted use. b. In some jurisdictions, the Owner must obtain a certificate of occupancy or occupancy permit, as required by a building code or zoning ordinance, before occupying the project.

Apply for and show compliance with all construction requirements and inspections needed to obtain the certificate of occupancy.
c. A copy of the Certificate of Occupancy shall be included in O&M manual.

10. Extra Stock and Spare parts:
a. Deliver replacement and maintenance stock of material as specified as part of each portion of work and product.
b. Deliver spare parts.
c. Itemize all materials and have Owner validate and sign indicating receipt of said materials.

11. Final Cleaning:
a. Refer to all specification sections and to Division 1 protection and cleaning b. Basic cleaning:
1) General: (Interior and Exterior)
a) Upon completion of the work, remove all waste materials, debris, rubbish, tools, construction equipment and machinery and surplus material from and about the project.
b) Dispose of in a manner specified also in individual specification sections. c) Leave Project clean and ready for occupancy
d) Thoroughly clean construction debris from all areas. e) Use only cleaning materials recommended by manufacturer of the material and/or surface to be cleaned.
i. Ensure cleaning materials meet VOC and other associated criteria. ii. Confine cleaning to area’s only requiring the specific cleaning to protect adjacent surfaces and materials.
2) Interior:
a) Replace all air filters in equipment.
c. Cleaning:
1) General:
a) Perform a final complete professional cleaning service, using experienced and/or professional cleaners, for all features and trades, except as otherwise set forth in the specifications under the work of the specific trade as follows; i. Interior:
a. Plumbing fixtures: Washed, cleaned and labels removed b. Electrical equipment: Cleaned and labels removed
c. Electrical Fixtures: Cleaned and labels removed
d. Equipment: Visible surfaces cleaned
e. Hardware: Cleaned and polished
f. Finishes surfaces: Cleaned and spots, blemishes and
foreign material removed.
g. Finish Metals: Cleaned and polished
h. Cabinets/Millwork: Dusted and cleaned, including interior of cabinets/ drawers.
i. Carpeting: Vacuumed and spots removed
j. Resilient flooring and base: Broomed, spots removed, washed, waxed and polished.

1. Refer to material manufacturer’s recommend practices k. Rubber flooring and base: Broomed, spots removed, washed, waxed and polished.

1. Refer to material manufacturer’s recommend practices l. Paved surfaces: Broom, vacuum and wash
m. Concrete exposed: Broom, vacuum and wash
n. Typical: Dust everything prior to additional
cleaning methods.
o. Windows/glazing: Washed and cleaned without dust and water spots
ii. Exterior: (Building)
a. Plumbing fixtures: Washed, cleaned and labels removed. b. Electrical equipment: Cleaned and labels removed.
c. Equipment: Visible surfaces cleaned.
d. Hardware: Cleaned and polished.
e. Finishes surfaces: Cleaned and spots, blemishes and
foreign material removed.
f. Finish Metals: Cleaned and polished.
g. Structural steel exposed: Washed and cleaned without water spots.
h. Architectural steel exposed: Washed and cleaned without water spots.
i. Paved surfaces: Power washed.
j. Concrete exposed: Broom, vacuum and wash.
k. Windows/glazing: Washed and cleaned without dust and water spots.
l. Roof: Remove and debris and wash.
ii. Exterior: (Site)
a. Plumbing fixtures: Washed, cleaned and labels removed. b. Electrical equipment: Cleaned and labels removed.
c. Equipment: Visible surfaces cleaned.
d. Finishes surfaces: Cleaned and spots, blemishes and
foreign material removed.
e. Finish Metals: Cleaned and polished.
f. Structural steel exposed: Washed and cleaned without water spots.
g. Architectural steel exposed: Washed and cleaned without water spots
h. Paved surfaces : Remove debris, broom and power wash. i. Concrete exposed: Remove debris, broom and power wash.. j. Planters: Remove debris.
k. Lawn: Remove debris.
d. Owner’s Right to Clean-up:

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1) Should the Contractor fail to perform the Basic clean-up and specified detail cleanup, the Owner may do so and charge the associated costs thereof to the Contractor in accordance with the General Conditions.

12. Keying
a. Complete the keying schedule, delivering it to the Owner with properly tagged master, sub-master, and room and special keys. Make final changes to lock cylinders and plan for shifting the responsibility for security to the Owner.
b. Keying Schedule shall be included in O&M manual.
c. Refer also to Section 08 71 00 – Door Hardware.

13. Certificates, Affidavits and Records
a. Upon completion of the Work, the Contractor shall submit the following to the Architect and Owner:
1) Weigh-master’s affidavit for concrete as set forth in Division 1 quality control and Division 2 and 49 specification sections.
2) Record of concrete placement pours.
3) Certifications specifically indicated in individual specification sections and/or Division 1. 4) Certificates of inspection for:
a) Elevators
b) Mechanical and Plumbing work
c) Electrical work
b. This documentation shall be included in O&M manual.

14. Agency related submittals
a. In addition to Submittals required by each specification section, also provide submittals as required by governing agencies, authorities and utilities and submit a final accounting of all these submittals.

1.7 SUBSTANTIAL COMPLETION:

A. The Architect’s issuance of the punch list(s) and Certificate of Substantial Completion (AIA Document G704) establishes the date of Substantial Completion.

1. The date of Substantial Completion is the stage in the progress of the work when the work or designated portion thereof is sufficiently complete in accordance with the contract documents that the Owner can occupy or utilize the work for its intended use and Owner approves this date for issuance of certificate.
a. The General Contractor, when satisfied that the project is substantially complete according to the contract, shall prepare a punch list (comprehensive list of items to be completed and corrected) and submit it to the Architect and Owner along with the Contractor’s Certificate of Substantial Completion.
1) Upon receipt of the General Contractor’s editable (Excel format) Punch List and General Contractor’s Certificate of Substantial Completion, the Architect and Owner’s Representative will observe the work to determine if it is substantially compete and City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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generate a punch list or punch lists, to be used in addition to General Contractor’s punch list.
a) General Contractor’s may combine the two punch lists at Architect’s discretion. 2) The General Contractor shall correct items, (whether or not they are on the punch list), that the Architect and Owner find not in accordance with the contract documents.
b. If the Architect and Owner determine that the Contractor’s Certificate of Substantial Completion and punch list have been issued prematurely, a “to do” list will be issued to the General Contractor, and an additional “final” observation and punch list issuance by the Architect will be required.
1) This is an unanticipated service on the Architect’s part, and will be charged to the General Contractor as an additional service.
c. When the Architect and Owner feel that the work is substantially complete in accordance with design intent and construction documents, the Architect will issue the Certificate of Substantial Completion (AIA Document G704) along with the Architect’s punch list. 1) The “Substantial Completion Agreement” indicates the time allowed for completion or correction of the items, the date on which the Owner will occupy the work or designated portion thereof, and a description of the responsibilities for maintenance, heat, utilities, and insurance.

1.8 FINAL COMPLETION
A. After the General Contractor’s and Architect’s punch list items are corrected and all other contract requirements have been satisfied as determined by the General Contractor, the General Contractor shall submit a request for the Architect’s and Owner’s final observation of the work and a final application for payment using “Contractor’s Certificate of Final Completion” form.

1. The final application for payment shall be prepared in accordance with The General Conditions provided the Architect has received the following assurances:
a. An affidavit that all payrolls, bills for materials and equipment, and other indebtedness connected with the work for which the Owner might in any way be responsible, have been paid or otherwise satisfied.
1) Contractor’s Affidavit of Payment of Debts and Claims shall be used for this purpose. b. Consent of surety, if any, to final payment. If there is a surety company involved in the project, the General Contractor shall submit documents in accordance with the General Conditions, Consent of Surety, signed by an authorized official of the surety company.

B. The General Conditions and contract associated documents require the General Contractor to list specifically under “exceptions” any indebtedness or known claims that have arisen in connection with the construction contract and have not been paid or otherwise satisfied. The General Contractor must furnish a lien bond or indemnity bond to protect the Owner with respect to each exception.

C. Final payment nor any of the remaining retained percentage shall become due until the General Contractor, submits to the Architect “other data establishing payment or satisfaction of all City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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obligations, such as receipts, and releases and waivers of liens arising out of the contract to the extent and in such form as may be designated by the Owner.” D. General Contractor shall file the “Notice of Completion” to the governing agency’s Clerk.

1.9 FINAL PAYMENT
A. After the General Contractor submits the final application for payment supported by the documents and data required under the General Conditions, the Architect with the Owner’s assistance shall make a final check to ascertain the following:

1. The work called for by the contract has been completed.

2. The Owner’s interests have been protected with respect to the filing of liens as required by the general conditions and by the mechanics lien laws of the jurisdiction involved.

3. The accounts between the Owner and the General Contractor have been adjusted, including original contract sum, additions and deductions as included in change orders and unit prices, cash allowances, deduction for uncorrected work, and any adjustments for liquidated damages.

4. Written warranties and guarantees (such as those for roofing), as well as all certificates of inspection (such as for mechanical. Plumbing and/ or electrical work), have been delivered to the Architect or Owner as required.

5. Other conditions of the Contract have been met.

6. Once the Architect and Owner are satisfied that everything is in order, the Architect will issue the final certificate for payment.

1.10 CALIFORNIA ENERGY CODE COMPLIANCE
A. Comply with California Energy Code Standards.

B. Comply with California Energy Code Acceptance requirements including but not limited to;

1. The installing contractor shall act as the Acceptance Agent who shall be responsible for documenting the inspection and testing results of the acceptance requirement procedures on the Acceptance Test forms.

2. The installing contractor shall be responsible for:
a. Reviewing the plans and specifications and assure they conform with the acceptance requirements.
1) This shall be done prior to the signing of the “Certificate of Compliance” b. Performing a construction inspection prior to testing, including all necessary instrumentation, measurement and monitoring.
1) Purchasing equipment with calibration certificates reduces the amount of required site calibration and may keep overall costs down.
2) The purpose of the construction inspection is to assure that the equipment that is installed is capable of complying with the requirements of the Standards. 3) Construction inspection also assures that the equipment is installed correctly and is calibrated.
c. Undertaking all required acceptance requirement procedures.

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1) They shall be responsible for identifying all performance deficiencies, ensuring that they are corrected and again implementing the acceptance requirement procedures until all specified systems and equipment are performing in accordance with the Standards.
d. Correcting all performance deficiencies and again implementing the acceptance requirement procedures until all specified systems and equipment are performing in accordance with the standards.
e. Documenting the results of the acceptance requirement procedures including paper and electronic copies of all measurement and monitoring systems. f. Performing data analysis, calculation of performance indices and cross-checking results with the standards.
g. Issuing a Certificate of Acceptance.
1) Building departments shall not release a final Certificate of Occupancy until a Certificate of Acceptance is submitted.
a) Certificate of Acceptance must demonstrate that the specified systems and equipment have been shown to be performing in accordance with the Standards. b) The General Contractor, Engineer of Record, or Owner shall record their State of California Contractor’s License number or their State of California Professional Registration License Number on each Certificate of Acceptance that they issue.

3. Observation of all testing

4. Documentation of all forms per California Energy Code and as noted on drawings.

1.11 CALIFORNIA GREEN BUILDING STANDARDS CODE COMPLIANCE A. Comply with California Green Building Standards Code. (CAL Green) B. Comply with Commissioning requirements.

PART 2 - PRODUCTS
Not used
PART 3 - EXECUTION

3.1 PERFORMANCE
A. All work shall be done in compliance with drawings, specifications, codes and authorities having jurisdictions.

END OF SECTION 01 78 00
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CONTRACTOR'S CERTIFICATE OF FINAL COMPLETION

OWNER ARCHITECT
TO: City of Roseville 19six Architects
311 Vernon Street 2237 Douglas Blvd., Suite 160
Roseville, CA 95768 Roseville, CA 95661
PROJECT: Dry Creek Wastewater Treatment Plant Operations and Lab Building ATTENTION: Architect: 19six Architects
FROM:
(Firm or Corporation)
This is to certify that I, am an authorized official
(Name of Individual)
of working in the capacity of and have
(Firm or Corporation) (Role)
been properly authorized by said firm or corporation to sign the following statements pertaining to the subject contract:

I know of my own personal knowledge, and do hereby certify, that the work of the contract described above has been substantially performed, and materials used and installed to date in accordance with, and in conformity to, the contract drawings, specifications, General Contractor “Punch List” and Architect’s “Punch List”.

The contract work is now complete in all parts and requirements, excepting the attached list of minor deficiencies and the reasons for each being incomplete to date, for which exemption from final payment requirements is requested (if no exemptions requested, write "none") _______. The work is now ready for your final inspection. The following items required from the General Contractor prior to application for final payment (such as O&M Manuals, record drawings, etc.) are submitted herewith, if any:

I understand that neither the issuance by the Architect of a Notice of Completion, nor the acceptance thereof by the Owner, shall operate as a bar to claim against the General Contractor under the terms of the guarantee provisions of the contract documents.

Signature:

GUARANTY FOR
(List Scope of Work)
We hereby guarantee the work which we have furnished and/or installed in the _______________________ project located in _____________________ for _____ year, but not less than listed in each specific section, from the Certified Date of Substantial Completion. We agree to repair or replace any or all such work, together with all or any other work which may be displaced in so doing, that may be defective in workmanship or material within the period from date of acceptance without expense whatsoever to the Owner, ordinary wear and tear and unusual abuse or neglect excepted. This guarantee shall be in addition to and not in limitation of any other warranty or remedy required by law or by the contract documents.

In the event of our failure to comply with the above-mentioned conditions within a reasonable time after being notified in writing, we, collectively, or separately, do hereby authorize said Owner to proceed to have the defects repaired and made good at our expense and will pay the costs and damages therefore immediately upon demand.

Subcontractor/Material Supplier
By - Title
Signature
Date
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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SUBCONTRACTOR GUARANTEE 01 78 00SC - 22

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O & M MANUAL COVER PAGE 01 78 00OM - 23
O&M Manual Specification Section Cover Page
Project Name: City of Roseville
Dry Creek Wastewater Treatment Plant
Operations and Lab Building
Project Address: 1800 Booth Road
Roseville, CA 95747
Specification Section Name/Number:

Drawing Name/Number:

Scope of work description:

Subcontractor
Company Name/Address:

Contact Name:

Phone Number:

E-mail Address:

Supplier
Company Name/Address:

Contact Name:

Phone Number:

E-mail Address:

Warranty Period: ____Years
Notes:

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GENERAL CONTRACTOR'S CERTIFICATE OF SUBSTANTIAL COMPLETION

This is to certify that I, am an authorized official of working in the capacity of and have
been properly authorized by said firm or corporation to sign the following statements pertaining to the subject contract:

I know of my own personal knowledge, and do hereby certify, that the work of the contract described above has been substantially performed, and materials used and installed to date in accordance with, and in conformity to, the contract drawings and specifications. A list of all incomplete work is attached (Punch list).

The General Contractor hereby releases the Owner and its agents from all claims of and liability to the General Contractor for anything done or furnished for or relating to the work, as specified in the Project Manual, except demands against the Owner for the remainder of progress payments retained to date, and unresolved written claims prior to this date.

The contract work is now substantially complete, ready for its intended use, and ready for your inspection.

Signature:

Date:

Accepted By
Firm Name:

Signature:

Date:

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CONTRACTOR’S CERTIFICATE OF SUBSTANTIAL COMPLETION 01 78 00SC - 27 City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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GENERAL CONTRACTOR WARRANTY-GUARANTEE 01 78 00WG - 27
GENERAL CONTRACTOR’S AT RISK WARRANTY/GUARANTEE
WARRANTY/GUARANTEE for
PROJECT: Dry Creek Wastewater Treatment Plant Operations and Lab Building We hereby warrant/guarantee that the
which we have provided in the
has been completed in accordance with the requirements of specification SECTION and the Contract Documents.

We agree to repair or replace any or all of our Work, together with any other adjacent Work which may be displaced by so doing, that may prove to be defective in its workmanship or material within a period of months from the date of acceptance of the above-named Project by the Owner; and we also agree to repair any and all damages resulting from such defects, all without any expense to the Owner, ordinary wear and tear and unusual abuse or neglect excepted. This period of time shall be adjusted to be a longer period as indicated in each specific specification section.

In the event of our failure to comply with the above-mentioned conditions; within sixty (60) days after being notified in writing by the Owner to proceed to have such defective Work repaired or replaced and made good at our expense, and we will honor and pay the costs and charges therefore upon demand.

Signed Date
Subcontractor's name, address and license number
Countersigned Date
Manufacturer's name and address
((OR))
Signed Date
General Contractor's name, address and license number
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1.1 REQUIREMENTS INCLUDED
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Section includes: Provide equipment and systems demonstration and instruction in accordance with Contract Documents

1. Videotape seminars and system demonstrations.

1.2 RELATED SECTIONS
A. Refer to Division 1 for sustainability requirements
B. Refer to Division 1 for project coordination requirements C. Refer to Division 1 for closeout submittal procedures D. Refer to Division 1 for Commissioning requirements
E. Divisions 21 through 28

1.3 DESCRIPTION
A. Seminar Agenda and Outline:

1. Prepare a seminar agenda and outline in consultation and cooperation with Owner. Include following:
a. Equipment and systems which will be included in seminars. b. Name of companies and representatives presenting at seminars. c. Outline of each seminar’s content.
d. Time and date allocated to each system and item of equipment.

2. Submit a preliminary seminar agenda and outline for review and comment by Owner. a. Revise and resubmit Agenda and outline until all seminar requirements have been satisfied and seminar dates and presenters have been finalized.

3. Submit a final seminar agenda and outline no later than eight weeks before date of Acceptance of Work.

B. Seminar organization:

1. General Contractor’s presentation leaders shall chair seminars. a. Coordinate qualification of training personnel, seminar contents and presentations with Owner.

2. Coordinate individual presentations and ensure manufacturer’s representatives scheduled to be at training seminars are present.

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3. Arrange for presentation leaders familiar with design operation, maintenance and troubleshooting of equipment and systems.
a. Where a single person is not familiar with all aspects of equipment or system, arrange for specialists familiar with each aspect.

4. Coordinate proposed seminar dates with Owner and select mutually agreeable dates.

5. Videotaping: arrange for videotaping of training seminars and system demonstrations, including seminar and demonstration questions and answers.

C. Seminar Content:

1. Commissioning Agent will explain design philosophy of primary systems.

2. Include following information in presentations dealing with specific systems:
a. An overview of how system is intended to operate.
b. Describe design parameters, constrains and operational requirements. c. Describe system operation strategies.
d. Provide information to help in identifying and troubleshooting problems.

3. Include following information in presentations dealing with equipment. a. Explanation of how equipment of how equipment operates. b. Recommended preventative and routine maintenance.

D. System Demonstration:

1. Demonstrate operation of equipment and systems when specified in individual technical sections. Include following in demonstration.
a. Start-Up and shut down.
b. Operation.
c. Scheduled and preventative maintenance.
d. Troubleshooting.

2. Demonstration may be conducted at time of original starting with Owner’s prior approval.

E. Seminar and Demonstration Questions:

1. Be prepared to answer questions raised by Owner’s personnel at demonstrations and seminars.

2. If unable to satisfactorily answer question immediately, provide written response within three days.

F. Use manufacturer’s operation and maintenance data as basis of instruction.

1.4 CONTRACTOR START-UP REPORT FORMS
A. Videotapes: Submit two copies of each videotape; include label on each tape and on each container identifying Project and Seminar content.

PART 2 - PRODUCTS
Not used
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PART 3 - EXECUTION
Not used
END OF SECTION 01 79 00
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SECTION 01 81 13 – PROJECT SUSTAINABILITY REQUIREMENTS
PART 1 - GENERAL

1.1 PRINCIPAL WORK IN THIS SECTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Coordinate the work of this Section with related trades.

1.2 REFERENCE STANDARDS
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC) www.bsc.ca.gov current edition at time of permit issuance.

B. CBC Energy Code, California Code of Regulations, Title 24, Part 6, California Code of Regulations, Title 24, Part 6.

C. Title 24, Chapter 11 – California Green Building Standards Code.

1. Non-residential new construction:
a. All occupancy types.

1.3 PERFORMANCE, TESTING AND INSPECTION
A. General:

1. Title 24, Chapter 11 – California Green Building Standards Code.

B. Standards:

1. Refer to Drawings and as herein specified.

2. General Contractor shall be responsible for full implementation of Construction BMP’s, testing and monitoring in the project Storm Water Prevention Plan (SWPPP) a. Plan Number: WDID [Fill in number]
b. Note: Including required reporting to the States Web site

1. https://smarts.waterboards.ca.gov/.

C. Construction Testing:

1. Refer to Drawings and as herein specified.

1.4 SUMMARY
A. This section lists requirements and procedures for compliance with certain Green Building Standards as set forth in the California Code of Regulations, Title 24 Part 11.

1.5 MEETINGS
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A. Refer to Division 1 project meeting requirements.

1.6 RELATED WORK/SECTIONS
A. Related Sections include, but are not limited to:

1. Division 1

2. Division 1 substitution, deviation and/or submittal procedures

3. Division 1 Construction Waste Management and Disposal-Recycling requirements.

B. Divisions 2 through 49 Sections for sustainability requirements specific to the Work of each of those Sections.

C. The General Contractor shall refer to Division 1 commissioning requirements.

1.7 GENERAL REQUIREMENTS
A. The General Contractor shall designate an on-site field staff person to act as the General Contractor’s Sustainability Project Coordinator for the duration of the project.

1. The General Contractor’s Sustainability Project Coordinator shall have the following qualifications:
a. Experience on at least 2 prior projects for:
1) Preparation and implementation of Construction Waste Management Plan 2) Building Commissioning

2. The General Contractor’s Sustainability Project Coordinator shall facilitate the implementation and documentation of all sustainability requirements assigned to the General Contractor, including coordination with sub-contractors on preparation of related construction submittals.

B. The General Contractor shall prepare a Construction Waste Management Plan and submit to the Owner and Architect within 30 days after the date of the Notice to Proceed and prior to the start of any work on site indicating how the following requirements will be met:

1. Refer to Division 1 for construction waste management and disposal/recycling requirements

2. Diversion of required percentage of construction and demolition debris from disposal in landfills and incinerators in compliance with the requirements of reference standards and as herein indicated.
a. Recycled amount:
1) 50%
2) Note that diversion may include donation of materials to charitable organizations and salvage of materials on site.
b. Identify the materials to be diverted from disposal: provide an analysis of jobsite waste to be generated, including types and quantities.
1) Identify a specific area on the construction site for collection of recyclable materials. 2) Identify how and where these materials will be sorted.

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3) Identify how these materials are to be diverted: provide strategies for salvage, reuse or recycling.
4) Identify where these materials will be diverted: include a list of recycling facilities to which indicated recyclable materials will be distributed for disposal. 5) Identify methodology for maintaining records of recycling efforts throughout construction process.
6) Identify construction haulers and recyclers to handle the designated materials. c. Identify materials that are not recyclable or otherwise conservable that must be disposed of in a landfill or other means acceptable under governing State and Local regulations. d. Indicate any instances where compliance with requirements of this section does not appear to be possible and request resolution from Owner and Architect. e. Include participation in and procedures for recycling/re-use programs. 1) Participation in Re-Use Programs: Rebates, Tax Credits, and other savings obtained for recycled or re-used materials shall accrue to the General Contractor. f. Include participation in and procedures for rebate programs. 1) Participation in Re-Use Programs: Rebates, Tax Credits, and other savings obtained for recycled or re-used materials shall accrue to the General Contractor.

3. Show Compliance with applicable State and Local ordinances and regulations.

4. The Construction Waste Management Plan shall be subject to review and approval by Owner and Architect.

5. Review of General Contractor’s Waste Management Plan shall not relieve General Contractor of responsibility for control of pollutants and other environmental protection measures.

C. The General Contractor shall submit sustainability related documentation as part of construction submittals for:

1. Items defined within Division 1 sustainability requirements

2. All materials specified in Divisions 2 through 49

1.8 CALIFORNIA GREEN BUILDING STANDARDS CODE REQUIREMENTS A. General:

1. The General Contractor is responsible for maintaining all records relating to the California Green Building Standards Code sections noted herein.

2. Verification of compliance with the California Green Building Standards Code sections noted herein shall be provided by the General Contractor to the enforcing agency upon request.

B. California Building Standards Related Mandatory Measures Requirements:

1. Storm Water Soil Loss prevention Plan (Cal Green 5.106.1)

2. Construction Waste Reduction, Disposal & Recycling (CalGreen 5.408) a. Requirements:
1) Prepare and implement the Construction Waste Management Plan as identified under Section 1.08 General Requirements. Update the waste management plan as may be required during construction.

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2) General Contractor shall recycle and/or salvage for reuse a minimum of 50% of the non-hazardous construction and demolition debris, or meet a local construction and demolition waste management ordinance, whichever is more stringent. a. General Contractor shall maintain waste haul tickets or other such records identifying the diversion rate achieved by the project. b. Material diversion rate shall be calculated by weight or volume, but not by both in the same project.
c. Material diversion calculations shall exclude excavated soil and land-clearing debris.
3) General Contractor shall reuse or recycle 100% of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing. For a phased project, such material may be stockpiled on site until the storage site is developed 4) General Contractor shall provide final summary of construction waste diversion to Owner and Building Official at the end of the project.

3. Commissioning (CalGreen 5.410.2)
a. Requirements:
1) Refer to Division 1 Commissioning requirements.

4. Duct Protection (CalGreen 5.504.3)
a. Requirements:
1) At the time of rough installation, during storage on the construction site and until final startup of the heating and cooling equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of dust or debris which may collect in the system.

5. Finish Material Pollutant Control – Adhesives, Sealants and Caulks (CalGreen 5.504.4.1) a. Requirements:
1) Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards:
a. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits as shown in CalGreen Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene, dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified below. b. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weight more than one pound, and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507.

6. Finish Material Pollutant Control – Paints and Coatings (CalGreen 5.504.4.3) 1) Requirements:
a. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in CalGreen Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in CalGreen Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Non-flat, or Non-flat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 or the 2007 California Air Resources Board Suggested Control Measure and the corresponding Flat, Non-flat or Non-flatHigh Gloss VOC limit in CalGreen Table 5.504.4.3 shall apply. b. Aerosol paints and coating shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522 (c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49.

7. Finish Material Pollutant Control – Carpet Systems (CalGreen 5.504.4.4) a. Requirements:
1) All carpet installed in the building interior shall meet the testing and product requirements of one of the following:
a. Carpet and Rug Institute’s Green Label Plus Program
b. California Department of Public Health Standard Practice for the testing of VOC’s (Specification 01350)
c. NFS/ANSI 140 at the Gold Level
d. Scientific Certifications Systems Sustainable Choice 2) All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program.
3) All carpet adhesive shall meet the requirements of Table 5.504.4.1.

8. Finish Material Pollutant Control – Composite Wood Products (CalGreen 5.504.4.5) a. Requirements:
1) Hardwood plywood, particleboard and medium density fiberboard 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 for Composite Wood (17CCR 93120 et. seq.), by or before the dates specified in those sections as shown in CalGreen Table 5.504.4.5.

9. Finish Material Pollutant Control – Resilient Flooring Systems (CalGreen 5.504.4.6) a. Requirements:

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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PROJECT SUSTAINABILITY REQUIREMENTS 01 81 13 - 6
1) For 50% of floor area receiving resilient flooring, install resilient flooring complying with the VOC-emission limits defined in the 2009 Collaborative for High Performance Schools (CHPS) criteria and listed on its Low-emitting Materials List (or product registry) or certified under the Resilient Floor Covering Institute (RFCI) FloorScore program.

10. Filters (CalGreen 5.504.5.3)
a. Requirements:
1) In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air prior to occupancy that provides at least a Minimum Efficiency Reporting Value (MERV) of 8.

PART 1 - PRODUCTS

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PART 2 - EXECUTION

3.1 FIELD EXECTUTION OF SUSTAINABILITY REQUIRMENTS
A. The General Contractor is responsible for ensuring proper field execution of all sustainability requirements, communication with Subcontractor’s of all requirements and submission of all documentation in a timely manner.

B. Refer also to Part 1 of this Specification Section.

3.2 CONSTRUCTION VENTILATION AND PRECONDITIONING
A. General Contractor shall execute the Owner/Architect approved Construction IAQ Management Plan.

B. Temporary Construction Ventilation: General Contractor shall maintain sufficient temporary ventilation of areas where materials are being used that emit VOC’s, and maintain ventilation continuously during installation, and until emissions as described below dissipate after installation. If continuous ventilation is not possible via the building’s HVAC system(s) then ventilation shall be supplied via open windows and temporary fans, sufficient to provide no less than three air changes per hour.

1. General Contractor shall ensure that:
a. Where odorous and/or high VOC emitting products are applied on-site, apply prior to installation of porous and fibrous materials. Where this is not possible, protect porous materials with polyethylene vapor retarders.
b. The period after installation shall be sufficient to dissipate odors and elevated concentrations of VOCs. Where no specific period is stated in these Specifications, a time period of 72 hours shall be used.
c. All areas shall be vented directly to outside. Areas shall not be vented to other enclosed areas.

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C. During dust producing activities (e.g. drywall installation and finishing) ventilation system shall be off, and openings in supply and return HVAC system shall be protected from dust infiltration.

Provide temporary ventilation as required.

D. Preconditioning: Prior to installation, General Contractor shall allow products which have odors and VOC emissions to off-gas in dry, well-ventilated space outside of building for 14 calendar days, in order to allow for reasonable dissipation of odors and emissions.

3.3 PROTECTION
A. Protect stored on-site and installed absorptive materials from moisture damage. Where absorptive materials not intended for wet applications are exposed to moisture, immediately remove from site and dispose of properly.

B. Protect installed materials using methods that do not support growth of molds and mildews.

C. Immediately remove from site and properly dispose of materials showing signs of mold and signs of mildew, including materials with moisture stains.

END OF SECTION 01 81 13
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Project Specifications
GENERAL COMMISSIONING REQUIREMENTS 01 91 13 - 1
SECTION 01 91 13 – GENERAL COMMISSIONING REQUIREMENTS
PART 1 - GENERAL

1.1 REQUIREMENTS INCLUDED
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Coordinate the work of this Section with related trades.

C. The requirements of this section include building commissioning requirements.

D. Coordinate with Mechanical and Electrical Requirements.

1.2 REFERENCE STANDARDS
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC) www.bsc.ca.gov current edition at time of permit issuance.

B. Title 24, California Code of Regulations, California Building Standards Commission.

C. CBC Energy Code, California Code of Regulations, Title 24, Part 6, California Building Standards Commission.

D. Title 24, Chapter 11 – California Green Building Standards Code.

1. Non-residential new construction:
a. All occupancy types.

1.3 RELATED SECTIONS
A. Division 1 sustainability requirements.

B. Division 1 demonstration and training requirements.

C. Divisions 22 through 28.

1.4 DESCRIPTION
A. Following Definitions apply to all Contract Documents:

1. Contractor Start-Up: Sub-Phase of Contractor’s work ending with Acceptance of Work, during which the Contractor performs a pre-planned program of activities including starting, testing, inspecting, adjusting, balancing and correcting Contract Deficiencies, and other similar activities.
a. During this period, the Commissioning Agent or their representative shall be on site to observe, inspect and identify deficiencies in system operation.

2. Completion of Start-Up: When entire work, including Contractor Start-up and Fine Tuning, except those items arising from warranty provisions of Contract Documents, has been performed to requirements of Contract Documents and is so declared, in writing, by Commissioning Agent.

3. Fine Tuning: Sub-phase of Contractor’s work, commencing after occupancy and ending twelve months later, during which Commissioning Agent identifies Contract deficiencies City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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GENERAL COMMISSIONING REQUIREMENTS 01 91 13 - 2
arising under normal operating conditions, after user occupancy, and Contractor corrects such Contract deficiencies.
a. Fine Tuning is a period of time after occupancy of facility by Owner/User during which systems are optimized under “live” operating conditions and any outstanding construction or design deficiencies are corrected.
b. For purposes of these documents, “Fine Tuning” shall extend from date of actual Owner/User occupancy of building to a date twelve months after date of actual Owner/User occupancy.

4. Acceptance of Work: When pre-requisites to Acceptance of Work required by Contract Documents are fulfilled and Work is ready for use or is being used for purpose intended and state of work is so declared, in writing by Owner.

B. Commissioning Schedule

1. Provide schedules for Contractor Start-Up work.

2. Incorporate into overall construction schedule.

3. Contractor’s activities, which will be performed as specified under Fine Tuning, shall be completed within 12 months from date of occupancy by Owner/User.

PART 2 - EXECUTION

2.1 CONTRACTOR START-UP REPORT FORMS
A. Prepare and submit one copy of report forms to be used in preparation of system reports for following:

1. Each System specified in Division 22 through 28.

B. Each system report shall include following:

1. Project Name

2. Name of system.

3. Index of report’s content.

4. List of equipment in system.

5. Adjacent to list of equipment, columns to indicated status of equipment operation, to date and to sign off equipment start-up.

6. Space to record equipment and operational problems which cannot be corrected within Contractor’s Start-Up program, and which may delay Acceptance of Work.

7. Manufacturer’s equipment start-up reports.

8. Systems’ testing, balancing, and adjusting reports.

9. Equipment report forms, which shall include:
a. Project name.
b. Name of equipment.
c. Starting and testing procedures to be performed.
d. Observations and test results to be recorded.

C. Submittals:

1. Submit draft report forms for Commissioning Agent’s review and comment prior to final submission. Coordinate draft submissions with Commissioning Agent.

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2. Submit final report forms, acceptable to Commissioning Agent as scheduled in specifications, including but not limited to;
a. Divisions 22 through 28

2.2 PRE-FACILITY START-UP MEETINGS
A. Pre-Facility Start-Up meetings shall be held from start of Work until Contractor Start-Up schedules and Contractor Start-Up report forms have been approved by Commissioning Agent.

B. Purpose: to monitor development of Contractor Start-Up schedule and Contractor Start-Up forms.

C. Frequency: As directed by Commissioning Agent until Contractor Start-Up schedule and Contractor Start-Up report forms are approved by Commissioning Agent.

D. Location: Contractor’s site office or other on-site location agreed to between Commissioning Agent and Contractor.

E. Attendees:

1. Contractor’s Representatives: Contractor’s site superintendent, mechanical and electrical subcontractors, and when so requested by Commissioning Agent, Sub-subcontractors, suppliers and other parties involved in Work. Contractor’s representatives shall be qualified and authorized to act on behalf of party each represents.

2. Commissioning Agent’s representatives.

F. Agenda:

1. Review of progress of Contractor Start-Up schedule preparation.

2. Review of progress of Contractor Start-Up report form preparation.

3. Identification of problems impeding progress.

4. Other business.

G. Minutes:

1. Contractor shall record minutes and distribute copies to all attendees within seven (7) working days after meeting.

2.3 FACILITY START-UP PROGRESS MEETINGS
A. Facility start-up progress meetings shall be held during Contractor Start-Up.

B. Purpose: To monitor Contractor Start-Up progress and to identify problems and action required for their resolution; to expedite Contractor Start-Up.

C. Frequency: Every two (2) weeks or as directed by Commissioning Agent.

D. Location: Same as Pre-Facility Start-Up meetings.

E. Attendees: Same as Pre-Facility Start-Up meetings.

F. Agenda:

1. Review of Contractor Start-Up progress.

2. Identification of problems impeding progress towards achievement of Contractor Start-Up milestones.

3. Review of outstanding business.

4. Review of Change Orders and Requests for Proposals.

5. Other business.

6. Minutes: Same as Pre-Facility Start-Up meetings.

2.4 FACILITY START-UP
A. Contractor Responsibilities: During Facility Start-Up (not necessarily in order listed):

1. Start Equipment and systems as specified in Divisions 22 through 28.

2. Test, adjust and balance equipment and systems as specified in Divisions 22 through 28.

3. Demonstrate equipment and systems as specified in Divisions 22 through 28

4. Complete and submit Contractor Start-Up reports including:
a. Contractor’s system and equipment start-up reports.
b. Testing, adjusting and balancing reports.
c. Manufacturer’s equipment start-up reports.

5. Review Contract Documents and inspect Work to ensure completeness of Work and compliance with requirements of Contract Documents.

6. Correct Contract deficiencies identified as a result of foregoing and as may be identified by Owner.

7. Execute Change Orders issued by Owner.

8. Perform other work and activities required for fulfillment of prerequisites to Acceptance of Work.

B. Commissioning Agent Responsibilities during Facility start-up:

1. Carry out the pre-interim inspections as necessary.

2. Witness manufacturers’ equipment start-up.

3. Verify starting, testing, adjusting and balancing by Contractor.

4. Review and approve Contractor Start-Up reports.

5. Cooperate in systems and equipment demonstration and instruction.

C. Owner Responsibilities:

1. Initiate Chang Orders as required.

2. Verify correction of Contract deficiencies by Contractor.

3. Verify execution of Change Orders by Contractor.

D. Ongoing Cycle of Facility Start-Up Includes:

1. Commissioning Agent’s inspections.

2. Documentation of results.

3. Diagnosis of problems.

4. Correction of Contract deficiencies and execution of Change Orders as required.

5. Verification of results.

2.5 FINE TUNING
A. Fine Tuning will commence upon Acceptance of Work.

B. Contractor Responsibilities During Fine Tuning:

1. Correct Contract Deficiencies previously outstanding and those identified during Fine Tuning.

2. Execute Change Orders issued by Owner.

3. Where Contractor start-up has been properly implemented construction and design deficiencies left to be resolved during this period should be relatively minor. a. Ensure expedient correction of minor problems, which are identified during initial occupancy.
b. Attend regular weekly meetings with Building Manager and Building Engineer to review any operational problems.
c. Make necessary environmental measurements and survey users to quickly identify problems and establish necessary trade inputs for resolution. d. Monitor and manage prompt correction of Contract deficiencies identified during initial user occupancy.
e. Find and eliminate deficiencies in systems and equipment performance. f. Complete work on all fine tuning issues within first 12 months from the date of completion.

C. Commissioning Agent Responsibilities during Fine tuning:

1. Carry out a series of systems and equipment operating tests under conditions simulating, to extent possible, full and partial operating loads.

2. Record Test results.

3. Diagnose Problems.

4. Repeat tests as required following correction of Contract deficiencies and execution of Change Orders by Contractor and verify results.

D. Ongoing Cycle of Fine Tuning Includes:

1. Performance testing.

2. Documentation of results.

3. Diagnosis of problems.

4. Correction of Contract deficiencies and execution of Change Orders as required.

5. Verification of results.

2.6 CONTRACT ACCEPTANCE PROCESS
A. Process for Owner’s Acceptance of Work:

1. Acceptance of Work:
a. Fulfillment of prerequisites to Acceptance.
b. Inspection for Acceptance.
c. Issuance of Letter of Acceptance.

2. Completion of Fine Tuning:
a. Fulfillment of prerequisites to Completion of Fine Tuning. b. Inspection for Completion of Fine Tuning.
c. Issuance of Letter of Completion of Fine Tuning.

2.7 PARTIAL ACCEPTANCE OF WORK
A. When partial utilization of Work is required and Acceptance of Work is a condition of such partial utilization, applicable requirements specified in this Section shall apply to parts of Work to be utilized.

2.8 PREREQUISITES TO ACCEPTANCE
A. Following to be completed prior to requesting Owner’s inspection for Acceptance.

B. Perform Contractor Start-Up Activities.

1. Obtain and submit evidence of compliance with regulatory requirements as specified, including following:
a. Occupancy permits.
b. Inspection/operating certificates.

2. Remove from Project site temporary facilities as specified, along with construction tools, equipment, mock-ups and similar items.

3. Complete starting of systems and equipment as specified.

4. Complete testing, adjusting and balancing of systems and equipment as specified.

5. Complete equipment and systems demonstration and instruction as specified.

6. Complete final cleaning as specified.

7. Submit Project Record Documents as specified.

8. Submit operation and maintenance materials as specified.

9. Provide spare parts and maintenance materials as specified.

10. Submit product warranties and certificates of assurance as specified.

11. Make final changeover of locks and transmit keys to Owner as specified.

12. Ensure Work is ready for use for purpose intended.

13. Review Contract Documents and inspect Work to confirm that prerequisites to Acceptance of Work have been fulfilled and that Work is ready for inspection for Acceptance.

2.9 INSPECTION FOR ACCEPTANCE
A. Submit written request to Owner for inspection for Acceptance of Work, certifying prerequisites specified have been fulfilled and indicating known exceptions in list of items to be completed, corrected or submitted.

B. Owner will, within a reasonable time after receipt of Contractor’s request, proceed with inspection, or advise Contractor prerequisites are not adequately fulfilled.

C. Results of Owner’s inspection for Acceptance will form initial Contract deficiency list.

2.10 ACCEPTANCE OF WORK
A. Following inspection, Owner will:

1. Issue a Letter of Acceptance stating effective date of Acceptance of Work, with a copy of Contract Deficiency list attached thereto, or

2. Advise Contractor that prerequisites to Acceptance are not fulfilled and repeat inspection for Acceptance as necessary.

B. Upon Issuance of Letter of Acceptance, Owner will assume responsibility for care, custody and control of Work, including responsibility for:

1. Facility operation, including all systems and equipment.

2. Maintenance.

3. Security.

4. Property insurance.

5. Utility costs.

2.11 PREREQUISITES TO COMPLETION OF START-UP FINE TUNING A. Prerequisites to Completion of Fine Tuning Work are:

1. Prior to Acceptance of Work.

2. Completion of Fine Tuning activities by Commissioning Agent and Contractor as specified.

3. Contract deficiencies identified during Fine Tuning testing and previously identified but outstanding Contract deficiencies shall have been corrected by Contractor or addressed adequately by Contractor so a course of action can be established by Commissioning Agent.

4. Ensure entire work, except items arising from warranty provisions of Contract Documents, has been performed to requirements of Contract Documents.

2.12 INSPECTION FOR COMPLETION OF START-UP FINE TUNING
A. Submit written request to Owner for inspection, including copy of Owner’s most recent Contract Deficiency list, certifying each Contract deficiency has been corrected or otherwise resolved in a manner agreed to between Owner and Contractor.

1. List known exceptions, if any, in request.

B. Owner will within a reasonable time after receipt of Contractor’s request:

1. Proceed with inspections, or

2. Advise Contractor prerequisites are not adequately fulfilled.

C. Following inspection, Owner will:

1. Issue a Letter, stating effective date of completion of start-up Fine Tuning.

2. Advise Contractor of Contract deficiencies to be corrected prior to issuance of Letter completion of start-up Fine Tuning.

PART 3 - EXECUTION
Not used
END OF SECTION 01 91 13
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
GENERAL COMMISSIONING REQUIREMENTS 01 91 13 - 8

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SECTION 02 41 13 ñ SELECTIVE DEMOLITION AND PROTECTION
PART 1 - GENERAL

1.1 WORK INCLUDED THIS SECTION
A. The requirements of the Ownerís General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Coordinate the work of this Section with related trades.

C. Verify applicable extents of work and dimensions at the jobsite.

1. General:
a. Pay all disposal fees
b. Coordinate all recycling procedures and documentation c. Obtain all permits
d. Coordinate and get approval for demolition of all existing utilities with Owner and appropriate utility company/governmental jurisdiction.

2. Scope:
a. Demolition:
b. Removal and Disposal:
c. Removal and Storage for Owner use:
d. Removal and Storage for Future Installation:
e. Record Drawings / As-built information:
f. Protect and maintain existing vegetation designated to be saved.

1.2 REFERENCE STANDARDS
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC) www.bsc.ca.gov current edition at time of permit issuance.

B. Title 24, California Code of Regulations, California Building Standards Commission.

C. CBC Energy Code, California Code of Regulations, Title 24, Part 6, California Building Standards Commission.

D. Title 24, Chapter 11 ñ California Green Building Standards Code

1. Non-residential new construction:
a. All occupancy types.

E. American National Standards Institute (ANSI), www.ansi.org F. American Society For Testing and Materials (ASTM), www.astm.org G. Industrial Accident Commission of the State of California H. National Demolition Association, www.demolitionassociation.com City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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SELECTIVE SITE DEMOLITION AN PROTECTION 02 41 13 - 2
I. Occupational Safety and Health Administration (OSHA), United States Department of Labor, www.osha.gov

1. OSHA ñ Regulations Standards ñ 29 (CFR) as approved by State of California

2. OSHA ñ Regulations Standards ñ 29 (CFR), Section 1926 Occupational Safety and Health Standards for Construction as approved by State of California

1.3 PERFORMANCE, TESTING AND INSPECTION
A. General:

1. Comply with manufacturerís standards.

2. Comply with Building Code.

B. Sustainability:

1. Refer to Division 1 sustainability requirements.

2. Refer to product criteria identified herein.

C. Refer to Division 1 for construction waste management and disposal/recycling requirements.

1.4 SUBMITTALS
A. Refer to Division 1 for substitution, deviation and/or submittal procedures.

B. Submit O&M (Operation and Maintenance) manuals in accordance with Division 1 requirements and as herein specified.

C. Refer to Division 1 for sustainability requirements.

D. Submit a written list of all items to be submitted as indicated below and organized in a spread sheet;

1. Demolition items/material

2. Removed and disposed of items/materials

3. Removed and stored items by Contractor and supplied at later date to Owner.

4. Removed and stored items to be installed at a later date by Contractor as directed by Owner.

5. Acknowledgment of AS-Demolished Record Drawings to include markup of drawings and pdf files named specific to each drawing sheet for all final record keeping.

6. Protection and maintenance plan for existing vegetation.

E. Submit As-built site drawings indicating the capped off locations for all utilities.

1.5 QUALITY ASSURANCE
A. Refer to Division 1 for quality control requirements.

B. Contractor shall have been in business for five (5) years providing demolition services for projects of similar size and complexity.

C. Contractor shall be a member of the National Demolition Association in good standing.

D. Pre-Installation Conference: A pre-installation conference shall be held prior to commencement of field operations to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work.

1.6 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Refer to Division 1 for product delivery, storage and handling requirements.

1.7 JOB CONDITIONS
A. Field-verify that all work by others is installed correctly prior to proceeding with demolition work under this specification and drawings.

B. Retain and have all applicable permits obtained prior to commencing with work.

C. Hazardous materials:

1. Any known or presumed hazardous material discovered shall be brought to the Ownerís attention immediately.

2. It is the Contractorís responsibility to comply with the pertinent sections, as they apply to this project, of the ìConstruction Safety Ordersî issued by the State of California lasts edition and all OSHA requirements.

3. The Architect, Structural Engineer and Owner do not accept any responsibility for the Contractorís failure to comply with agency having jurisdiction, building code and/or State of California requirements.

4. The Contractor shall be responsible for adequate design and construction of all formwork, bracing and shoring required.

D. Safety Precautions:

1. Perform demolition work in such a manner as to prevent damage to existing facilities to remain or to be salvaged and to prevent injury to public and workmen engaged on site under this or other contracts.

1.8 PROTECTION
A. Protect finish surfaces at all times from surfaces and material adjacent to them.

B. Finish work defaced with other materials on surface shall be replaced.

C. Protect work under this section from damage by other trades.

D. Protect and maintain existing vegetation as herein specified and/or indicated in contract documents.

1.9 GUARANTEE / WARRANTY
A. Refer to Division 1 for closeout submittal procedures.

1.10 RELATED WORK / SECTIONS
A. The following is related work including, but not limited to the following;

1. New Site Work

2. Coordination with Utility Companies

3. Coordination with Agencies

4. Acquisition of permits

5. Coordination with Owner

6. Surveying
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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SELECTIVE SITE DEMOLITION AN PROTECTION 02 41 13 - 4
E. Related Sections include, but are not limited to the following:

1. Division 1

2. Section 01 25 00 ñ Substitution and Deviation Procedures

3. Section 01 33 00 ñ Submittal Procedures

4. Section 01 50 00 ñ Temporary Facilities and Controls

5. Section 01 73 29 ñ Cutting and Patching

6. Section 01 74 00 ñ Protection and Cleaning

7. Section 01 74 19 ñ Construction Waste Management and Disposal/Recycling

8. Section 01 78 00 ñ Closeout Submittals

9. Section 01 81 13 ñ Project Sustainability Requirements

10. Section 31 00 01 ñ Site Work General Requirements

11. Section 31 11 00 ñ Clearing and Grubbing

12. Section 31 22 00 ñ Grading

13. Section 31 23 00 ñ Trenching and Backfill

14. Section 31 25 00 ñ Erosion and Sedimentation Control

15. Section 32 12 16 ñ Asphalt Paving

16. Section 32 13 13 ñ Concrete Paving

1.11 OPERATION AND MAINTENANCE DATA
A. Refer to Division 1 for closeout submittal procedures.

1.12 SEQUENCING AND SCHEDULING
A. General:

1. Schedule work and sequence with General Contractor.
a. Schedule required investigation, shutoff of utilities, etc., prior to commencing with demolition, etc.
b. Coordinate work with Ownerís representative including, but not limited to:

1. Divisions 2 - 33
B. Existing Utilities:

1. Coordinate work of disconnecting & capping existing utilities including, but not limited to; a. Gas
a. Domestic water
b. Fire service water
c. Sewer
d. Electrical
e. Cable TV
f. Low voltage cabling,
g. Etc.

C. Existing Vegetation:

1. Coordinate work of protecting and watering (maintaining) existing vegetation to remain with the following, but not limited to;
a. Site work, including but not limited to;
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1) AC Paving
2) Concrete curbs
3) Flatwork
4) Vehicular paving
5) Ramps
6) Underground utilities
b. Excavation for underground devices, piping, etc.
c. Erosion control
d. Landscape documents
e. Civil documents
D. Notices:

1. General Contractor shall make the following notices to Owner in addition to Specifications and Division 1 including, but not limited to;
a. 72 hours prior to interruption of utilities.
b. 48 hours prior to demolishing and/or removing items/materials not specific all noted in drawings and/or specifications.

PART 2 ñ PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS
A. Products are acceptable to use as intended for demolition work.

B. Refer to Division 1 for substitution, deviation and/or submittal procedures

2.2 MATERIALS
A. As necessary by Contractor to complete their work and used for the purpose of demolition, etc. as herein specified and additionally as indicated in contract documents.

2.3 COORDINATION
A. Refer to Division 1 for project coordination requirements.

2.4 OTHER MATERIALS
A. Provide other materials, not specifically described but required for complete and proper demolition activities, as selected by the General Contractor subject to the approval of the Architect and Owner.

PART 3 - EXECUTION

3.1 INSPECTION / EXAMINATION
A. Verification of Conditions:

1. Examine areas and conditions under which demolition work is to be performed.

2. Identify conditions detrimental to proper or timely completion of demolition work and coordinate with General Contractor to rectify.

B. Hazardous materials:

1. Any known or presumed hazardous material discovered shall be brought to the Ownerís attention immediately.

3.2 COORDINATION
A. General Contractor shall coordinate demolition work as herein specified, in accordance with drawings and as required to complete scope of work with all related trades.

B. Protect all existing installations from damage.

C. Coordinate scope of work with, but not limited to; civil documents and landscape documents.

D. Take measures to prevent damage to existing items indicated to remain during the course of work under this specification.

E. All dimensions given to existing structure are approximate. Verify by field measurements the dimensions of the existing structure. Where actual conditions deviate from details shown on the drawings, notify the Structural Engineer for instructions before proceeding with work.

3.3 PREPARATION
A. Prepare work, substrates, etc. in accordance with required demolition practices.

3.4 DEMOLITION, DISPOSAL, REMOVAL, STORAGE, PROTECTION AND RECORD DRAWINGS A. General:

1. Perform work in accordance with accepted demolition practices, as herein specified and in compliance with contract documents.

2. Pay all disposal fees

3. Coordinate all recycling procedures and documentation

4. Coordinate and get approval for demolition of all existing utilities with Owner and appropriate utility company/governmental jurisdiction.

5. Codes, regulations, agencies and jurisdictions:
a. Obtain all permits
b. Demolition work shall comply with;
1) Local ordinances having jurisdiction.
2) Appropriate utility company/governmental jurisdiction. 3) Safety Codes of State of California.
4) Rules and regulations of Industrial Accident Commission of State of California.

6. Perform demolition work in such manner as to prevent damage to existing facilities to remain or to be salvaged, and to prevent injury to students, public and workmen engaged on site under this or other contracts.
a. Roofs and walls, or other building elements, shall be demolished in such manner that materials or units thereof shall fall within foundation lines of building being removed. b. Demolition debris shall not be allowed to accumulate on site.

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c. Hazardous work shall not be left standing or hanging overnight or weekends, but shall be knocked or pulled down at end of each day to avoid damage or injury to persons or existing facilities due to toppling or falling of such hazardous elements.

7. Wherever cutting and removal of portions of existing work is indicated, such work shall be sawn in manner that will produce neat and straight lines, parallel to adjacent surfaces or plumb for vertical surfaces.
a. Grind smooth resulting edges of concrete slabs or walks. b. Neatly remove existing finish materials back to clean straight line or nearest support patches or repairs.
c. Execute cutting and demolition by methods which will prevent damage to other work, and which will provide proper surfaces to receive installation of repairs and new work.

8. Any conflicting items not specifically shown (such as underground pipes, conduits, etc.) shall be brought to the attention of the Structural Engineer prior to further demolition.

B. Demolition:

1. General:
a. Demolished items are to become the property of the General Contractor and removed from premises at Contractorís expense (typical, U.N.O.).

2. Remove and dispose of all items indicated in documents, including but not limited to; a. Concrete:
1) Flatwork
2) Curbs and gutters
3) Vehicular paving
b. Electrical;
1) Wiring
2) Conduit
3) Light Fixtures
c. Utilities
1) Piping
2) Abandon Piping
d. Vegetation
1) Trees
2) Shrubs
3) Ground Cover
4) Lawn
5) Etc.
e. Miscellaneous
1) Signage (Excluding existing Operations and Lab Building identification signage which is to be removed and stored for re-use at new Operations and Lab Building) 2) Items indicated in documents
3) Any other items required to facilitate new construction City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
SELECTIVE SITE DEMOLITION AN PROTECTION 02 41 13 - 8
4) Existing Pavement Marking:
5) Remove rubber deposits, existing markings and other coatings adhering to pavement with scrapers, wire brushing, sandblasting, approved chemicals or mechanical abrasion.
a. Where oil or grease exist, scrub affected areas with several applications of trisodium phosphate solution or other approved detergent or degreaser, and rinse thoroughly after each application.
1) After cleaning, seal oil-soaked areas with cut shellac to prevent bleeding through new paint.
2) Paint new markings and striping in accordance with and under Section 32 17 23 ñ Pavement Markings.

C. Removal and Disposal

1. All materials resulting from demolition work, except those items specifically listed or shown to be retained by Owner or reinstalled, shall become property of General Contractor and shall be removed from premises.

2. HAUL ROUTES:
a. Establish haul routes in advance and post flagmen to assure safety of visitors, public and workers.
b. Keep streets and parking areas free of mud, rubbish, debris, etc.

1. General Contractor will assume responsibility for any damage resulting from hauling operations and hold Owner free and clear of any liability in connection therewith.

3. Appropriate utility company/governmental jurisdiction. a. Coordinate with utility companies for and removed items that might be the property of said utility company.

D. Removal and Storage for Owner use:

1. Items to be retained for Owner shall be safely stored until said time the Owner requires delivery of items.

E. Removal and Storage for future Installation:

1. Items to be retained for Owner shall be safely stored until said time the Owner requires the items be installed.

F. As-Built Drawings:

1. General Contractor shall carefully document, photograph and provide hard copy of As-Built Drawings and Specifications of all removed items, capped off utilities and terminated utilities, conduits, etc. for as-built conditions after demolition is complete.

2. Keep record drawings in accordance with Section 01 78 00 ñ Closeout Submittals.

G. Protection and Maintenance of Existing Vegetation:

1. Prior to any construction or grading activities, contractor shall install vegetation & tree protection fencing, which will consist of four-foot tall plastic mesh fencing installed on sixfoot poles spaced a maximum of 20 feet apart.

2. The fencing shall encompass an area 150% of the drip line of the tree or as appropriate where curbs, walks or drive ways are installed within drip lines. a. In those cases, install fencing no more than 18î off back of curb or walk, and in no cases shall be less than 85% of the drip line of the tree being protected as approved by Landscape Architect.
b. Tree protection fencing shall be installed and inspected by staff from the Owner prior to issuance of a permit.

3. Watering of Existing Trees
a. Irrigation shall be applied to all existing vegetation & trees as required to maintain good health.

1. General Contractor will be responsible for the health of the vegetation & trees and all materials and facilities to provide adequate water. General Contractor shall contact the Owner to determine a watering schedule and any specific care required.

2. General Contractor will be liable for the replacement of like vegetation & trees in the event of death due to neglect or lack of protection by the General Contractor.

In the event that any of the vegetation and trees begin to suffer, contact the Landscape Architect and Owner immediately.

3.5 FIELD QUALITY CONTROL
A. Product manufacturer shall provide field service support as requested by the Installer/Applicator

1. General Contractor and the product manufacturer shall make periodic on-site inspections to ensure that the materials are being installed in strict accordance with manufacturerís specifications.

2. The Applicator shall be responsible for the proper application of the materials.

B. The Applicator shall certify in writing the quality of work performed relative to the substrate system, details, installation procedures and workmanship is in accordance with project specifications and manufacturer's instructions.

C. Protection and maintenance of Existing Vegetation.

3.6 PROTECTION AND CLEAN UP
A. Refer to Division 1 for protection and cleaning requirements.

B. Subcontractor will keep the work areas in a clean and safe condition so their rubbish, waste, and debris do not interfere with the work of others and are removed from project.

C. Protect work and materials of this Section prior to and during installation, and protect the installed work and materials of other trades.

D. Perform work in accordance with manufacturerís recommendations, as herein specified and in accordance with drawings.

E. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no cost to the Owner.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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F. After completion of work in this section, remove all erection equipment and implements of service, and debris.

1. Leave entire area in a neat, clean, acceptable condition.

G. Provide Guarantee/Warranties and Bonds as required in this specification section and as listed in Division 1 closeout submittal procedures.

H. Provide record drawings in accordance with Division 1 closeout submittal procedures.

I. Close out, on-site inspection will be at the discretion of the Architect after he receives the General Contractor's NOTICE of ìCertificate of Substantial Completionî.

END OF SECTION 02 41 13
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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CONCRETE CLEANING 03 00 51 - 1
SECTION 03 00 51- CONCRETE CLEANING
PART 1 - GENERAL

1.1 PRINCIPAL WORK IN THIS SECTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Coordinate the work of this Section with related trades.

C. Verify applicable extents of work and dimensions at the jobsite.

1. Field cleaning of surfaces of concrete by use of concrete cleaning compounds as herein scheduled.
a. New concrete surfaces
1) Exterior
2) Interior

1.2 REFERENCE STANDARDS
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC) www.bsc.ca.gov current edition at time of permit issuance.

B. (CCR) Title 24, (CBSC) Chapter 11 – California Green Building Standards Code

1. Non-residential new construction
a. All occupancy types
C. ATBCB ADAAG - Americans with Disabilities Act Accessibility Guidelines, current version.

D. American Concrete Institute (ACI), www.aci-int.org
E. International Concrete Repair Institute (ICRI), www.icri.org F. Refer to standards herein listed with specific products/materials.

1.3 PERFORMANCE, TESTING AND INSPECTION
A. General:

1. Comply with manufacturer’s standards.

2. Comply with Building Code.

3. Testing shall be done as herein specified and as listed in drawings.

B. Standards:

1. Products shall comply with all Federal, State, and local environmental regulations.

2. Handling and disposal of products shall be done in compliance with all Federal, State, and local environmental regulations including testing, handling, treatment, containment, collection, transport, disposal, and discharge of hazardous wastes and cleaning effluents C. Sustainability:

1. Refer to Division 1 sustainability requirements.

2. Refer to product criteria identified herein.

D. Construction Testing:

1. Cleaning Products for use on new concrete substrates shall be tested prior to start of final concrete cleaning work.
a. Before full-scale application, review manufacturer's product data sheets to determine the suitability of each product for the specific surfaces. Apply each concrete cleaner to test surface to determine dilution rates, dwell times, number of applications, compatibility, effectiveness, application procedures, effects of pressure rinsing, and desired results. b. Apply concrete cleaners to test sections in accordance with manufacturer's written instructions. Allow time frame as directed by Manufacturer and when panels are thoroughly dry before evaluating final appearance and results. Do not begin full-scale application until test panels are inspected and approved by the Architect. c. Test Panel shall be 4’ x 4’ minimum; location and quantity of test panels shall be determined by the Architect.
d. Test all cleaning effluents generated by the concrete cleaning of the test panels to determine any hazardous characteristics.
e. Retain and protect test panels approved by the Architect in undisturbed condition during the work of this section, to be used as a standard for judging the concrete cleaning work

1.4 SUBMITTALS
A. Refer to Division 1 for substitution, deviation and/or submittal procedures.

B. Submit O&M (Operation and Maintenance) manuals in accordance with Division 1 requirements and as herein specified.

C. Refer to Division 1 for sustainability requirements
D. Submit Manufacturer’s data and shop drawings.

1. Technical information and cleaning agent label analysis with application instructions for each material proposed for use.
a. List each material and cross-reference to specific cleaning material for finish system and application.
1) Identify by manufacturer's catalog number and general classification.

2. MSDS for each product

3. Submit description for application procedures of concrete cleaners.

4. Submit description for testing, handling, treatment, containment, collection, transport, disposal, and discharge of hazardous wastes and cleaning effluents. a. Describe any hazardous materials to be cleaned from substrates. b. Submit applicable local environmental regulations.

5. Submit qualifications of applicator.
a. Certification stating applicator is experienced in the application of the specified products.

6. Submit description for protecting surrounding areas, landscaping, building occupants, pedestrians, vehicles, and non-concrete surfaces during the work from contact with concrete cleaners, residues, rinse water, fumes, wastes, and cleaning effluents.

7. Provide written description of proposed final actions to clean site and to remove materials used.

8. Submit description for surface preparation of substrates to be completed before application of concrete cleaners.

9. Schedule:
a. Provide a written schedule indicating locations, substrates, and work sequence of concrete restoration cleaning and paint stripping, if not indicated on the drawings.

1.5 QUALITY ASSURANCE
A. Refer to Division 1 for quality control requirements.

B. Contractor / Installer/ Applicator shall have been in business for five (5) years providing/installing/finishing projects of similar size and complexity.

C. Manufacturer shall have been in business for five (5) years providing/installing/finishing projects of similar size and complexity.

D. Pre-Application Meeting: A pre-installation conference shall be held prior to commencement of field operations to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work.

1. Agenda for meeting shall include, but not be limited to; a. Review surfaces to be cleaned, environmental regulations, test panel procedures, protection of surrounding areas and non-concrete surfaces, surface preparation, application, field quality control, final cleaning, and coordination with other work.

1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Comply with Division 1 product delivery, storage and handling requirements.

B. Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly identifying product name and manufacturer.

C. Store containers upright in a cool, dry, well ventilated place, out of the sun.

1. Store away from all other chemicals and potential sources of contamination.

2. Keep lights, fire, sparks, and heat away from containers.

3. Do not drop containers or slide across sharp objects.

4. Keep containers tightly closed when not in use.

5. Store and handle materials in accordance with manufacturer's written instructions.

1.7 JOB CONDITIONS
A. Do not clean concrete surfaces when temperatures are below freezing or will be overnight, to avoid harm to concrete.

1. Clean concrete surfaces only when air and concrete surface temperatures are 40°F and above. a. Confirm with manufacturers written specifications

2. Allow adequate time for concrete to thaw if freezing conditions exist before application.

1.8 PROTECTION
A. Protect finish surfaces at all times from surfaces and material adjacent to them.

B. Finish work defaced with other materials on surface shall be replaced.

C. Protect surrounding areas, landscaping, building occupants, pedestrians, vehicles, and nonconcrete surfaces during the work from contact with concrete cleaners, residues, rinse water, fumes, wastes, and cleaning effluents in accordance with manufacturer's written instructions.

D. Avoid wind drifting of spray of cleaning products, residues, and rinse water.

E. Protect open joints.

F. Clean interior concrete surfaces before installation of interior finishes, doors, hardware, metal fixtures, and all other interior non-concrete materials.

G. Clean site of all unused cleaning products, residues, rinse water, wastes, and cleaning effluents in accordance with environmental regulations.

H. Remove and dispose of all materials used to protect surrounding areas and non-concrete surfaces, following completion of the work of this section.

I. Repair, restore, or replace to the satisfaction of the Architect and/or Owner, all materials, landscaping, and non-concrete surfaces damaged by exposure to the cleaning process.

1.9 GUARANTEE / WARRANTY
A. Refer to Division 1 for closeout submittal procedures.

B. Furnish one (1) year written warranty signed by manufacturer and installer agreeing to repair and/or replace work which has failed as a result of defects in materials or workmanship.

1. Upon notification of Owner within the warranty period, such defects shall be repaired and replaced at no cost to the Owner.

1.10 RELATED WORK/SECTIONS
A. Related work includes, but is not limited to, the following:

1. Topical Applied Treatments
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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2. Site paving and flatwork

3. Slab on grade concrete

4. Cast in place concrete
B. Related Sections include, but are not limited to, the following:

1. Division 1

2. Section 02 41 19 – Selective Building Demolition & Protection

3. Section 32 13 13 – Concrete Paving

4. Section 03 30 00 – Cast in Place Concrete

5. Section 07 19 00 – Water Repellant Coatings

6. Section 07 92 00 – Sealants and Caulking

7. Section 09 90 00 – Paintings & Coatings

1.11 SEQUENCING AND SCHEDULING
A. Schedule work and sequence with General Contractor.

B. Schedule required testing, prior to the installation of materials, components, etc.

PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS
A. Single source responsibility, specified items shall be from one manufacturer.

B. Acceptable manufacturers shall be one of the following and as herein listed and in Drawings:

1. ProSoCo, Inc., www.prosoco.com

2. Professional Products of Kansas, Inc. www.watersealant.com

3. US MIX Products Co. / US SPEC (303) 778-7227

4. Reviewed Equivalent by Architect.
a. Substitutions and deviations shall require Architect’s approval and shall be given in letterform.
b. Refer to Division 1 for substitution, deviation and/or submittal procedures. c. Proposed alternate products must be equal in terms of chemical composition, color, finish, configuration, performance standards, etc.

C. All products and materials indicated shall be installed according to current listed specification requirements and manufacturers specifications/recommendations.

D. Refer to drawings, details, and other related specification section whether listed or not.

E. Details shall set basic requirements for size and configuration of systems.

2.2 MATERIALS
A. General:

1. Water:

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a. Clean, potable, and free of oils, acids, alkalis, salts, and organic matter. Use to rinse concrete surfaces and dilute concentrated cleaners.

B. Products:

1. Cleaner and Degreaser
a. Mfgr: ProSoCo
b. Product Line: Consolideck®
c. Product: Cleaner / Degreaser
1) Low hazard / low toxicity, non-flammable and water soluble. Contains readily biodegradable ingredients. Does not contain chlorinated, fluorinated, aromatic or hydrocarbon solvents; does not contain phosphates.
2) For removal of widespread oil & grease films, adhesive tape residues, rubber tire marks and scuffs, fuel & oil residues, paint and sealer residues and or daily maintenance cleaning.
3) Can etch concrete. Not for use in removing embedded oil and/or grease stains. d. Prepare, Dilute, Mix and Apply in compliance with manufacturer’s written instructions.

2. Light Duty Concrete Cleaner
a. Mfgr: ProSoCo
b. Product Line: Sure Klean®
c. Product: Light Duty Concrete Cleaner
1) General purpose, non-etching acidic cleaner. Does not contain muriatic acid. 2) For removal of common construction stains and atmospheric dirt, mortar smears, mud, efflorescence stains, localized rust and other metallic staining. 3) Acidic contents may damage polished masonry, some non-masonry and acid-sensitive surfaces. May remove some surface-applied accent colors. Not for use on treated lowE glass, acrylic and polycarbonate sheet glazing, and glazing with surface applied reflective, metallic or other synthetic coatings and films. d. Prepare, Dilute, Mix and Apply in compliance with manufacturer’s written instructions.

3. Heavy Duty Concrete Cleaner
a. Mfgr: ProSoCo
b. Product Line: Sure Klean®
c. Product: Light Duty Concrete Cleaner
1) Concentrated general-purpose acidic cleaner. Does not contain muriatic acid. May etch concrete. Designed for use with pressure water rinsing. 2) For removal of concrete splashes, excess mortar, retarders, heavy efflorescence, embedded stains, rust and surface soiling.
3) Do not use on polished surfaces. Not for use on treated low-E glass, acrylic and polycarbonate sheet glazing, and glazing with surface applied reflective, metallic or other synthetic coatings and films.

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d. Prepare, Dilute, Mix and Apply in compliance with manufacturer’s written instructions. e. Limitations:
1) Do not use on concrete which will be left exposed, unless approved by Architect.

2.3 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the General Contractor subject to the approval of the Architect.

PART 3 - EXECUTION

3.1 INSPECTION/EXAMINATION
A. Verification of Conditions:

1. Examine areas and conditions under which work is to be performed.

2. Identify conditions detrimental to proper or timely completion of work and coordinate with General Contractor to rectify.

3. Verify by examination that concrete surfaces are acceptable to receive the specified concrete cleaners. Notify the Architect if surfaces are not acceptable to receive the specified products.

B. Surface:

1. Examine and verify that receiving conditions of substrate have no defects or errors, which would result in poor or potentially defective application or cause latent defects in workmanship.

3.2 COORDINATION
A. Refer to Division 1 for project coordination requirements.

B. General Contractor shall coordinate work as herein specified, in accordance with drawings and as required to complete scope of work with all related trades.

3.3 PREPARATION
A. Prepare work, substrates, etc. in accordance with manufacturer’s recommendations.

B. Coordinate application of sealants and caulking with cleaning process.

C. Verify with substrate manufacturer the allowable & required surface preparation of each substrate prior to cleaning.

D. Apply all specified sealants and caulking and allow to cure before cleaning process begins.

E. Verify with substrate manufacturer the allowable & required surface preparation of each substrate prior to cleaning.

3.4 TESTING
A. General:

1. Perform tests witnessed by Owner and Architect.
a. Refer to procedures specified in Part 1.

3.5 INSTALLATION
A. General:

1. Dilute cleaners in accordance with manufacturers written instructions for each type of contaminant.

2. Apply concrete cleaners to substrates in accordance with manufacturer's written instructions, environmental regulations, and application procedures determined from test panel results approved by the Architect.

3. Consult manufacturer's written instructions for information on application equipment to be used and precautions to be taken with the specified products.

B. Schedule:

1. Exterior concrete
a. Flatwork
b. Vehicular paving
c. Exterior concrete pads
d. Concrete walls

2. Interior concrete vertical and horizontal
a. Cast in Place Concrete
1) Floors
C. Products:

1. Cleaner / Degreaser:
a. Interior and Exterior Surfaces:
1) Dilute Cleaner/Degreaser in accordance with Manufacturer’s instructions for each intended use.
2) Remove loose debris and heavy buildups.
3) Apply diluted cleaning solution liberally. If spraying, do not atomize. 4) Let solution dwell 1-3 minutes.
5) Reapply and scrub vigorously.
6) Water rinse thoroughly to remove all residues.

2. Light Duty Concrete Cleaner:
a. Interior and Exterior Surfaces:
1) Dilute Cleaner/Degreaser in accordance with Manufacturer’s instructions for each intended use.
2) Always prewet surface with fresh water. When cleaning vertical surfaces, keep lower areas wet to avoid streaks.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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3) Apply diluted cleaning solution directly to surface with recommended masonry brush or low-pressure spray.
4) Let cleaner stay on the surface for 3-5 minutes or until stains are gone. 5) Reapply cleaner and rinse thoroughly with fresh water to get all residues off the surface.

3. Heavy Duty Concrete Cleaner:
a. Interior and Exterior Surfaces:
1) Dilute Cleaner/Degreaser in accordance with Manufacturer’s instructions for each intended use.
2) Working from bottom to top, prewet surface with fresh water. On vertical surfaces, keep lower areas wet to avoid streaks.
3) Apply diluted cleaning solution to surface with recommended masonry brush or lowpressure spray. 4) Let the cleaner stay on the surface 2-3 minutes or until stains are gone. 5) Reapply cleaner and scrub or scrape surface using wood blocks or other nonmetallic scraping devices.
6) Working from bottom top, rinse thoroughly with fresh water to get all residue off the surface.

3.6 FIELD QUALITY CONTROL
A. Product manufacturer shall provide field service support as requested by the Installer/Applicator

1. General Contractor and the product manufacturer shall make periodic on-site inspections to ensure that the materials are being installed in strict accordance with manufacturer’s specifications.

2. The Applicator shall be responsible for the proper application of the materials.

C. Inspect the concrete cleaning work with the General Contractor, Architect, applicator, and product representative, and compare with test panel results approved by the Architect. Determine if the substrates are suitably clean.

D. Manufacturer’s Field Services: Provide the services of a manufacturer’s authorized field representative to verify specified products are used, and protection, surface preparation, and application of concrete cleaners are in accordance with the manufacturer’s written instructions and the test panel results approved by the Owner.

3.7 PROTECTION AND CLEAN UP
A. Refer to Division 1 for protection and cleaning requirements.

B. Subcontractor will keep the work areas in a clean and safe condition so their rubbish, waste, and debris do not interfere with the work of others.

City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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C. Protect work and materials of this Section prior to and during installation, and protect the installed work and materials of other trades.

D. Perform work in accordance with manufacturer’s recommendations, as herein specified and in accordance with drawings.

E. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no cost to the Owner.

F. After completion of work in this section, remove all erection equipment and implements of service, and debris.

G. Leave entire area in a neat, clean, acceptable condition.

H. Provide Guarantee/Warranties and Bonds as required in this specification section and as listed in Division 1 closeout submittal procedures.

I. Provide record drawings in accordance with Division 1 closeout submittal procedures.

J. Close out, on-site inspection will be at the discretion of the Architect after he receives the General Contractor’s NOTICE of “Certificate of Substantial Completion”.

END OF SECTION 03 00 51
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
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CONCRETE FLOOR LEVELING, PATCHING AND GROUTING 03 00 61 - 1 SECTION 03 00 61 – CONCRETE FLOOR LEVELING, PATCHING AND GROUTING PART 1 - GENERAL

1.1 PRINCIPAL WORK IN THIS SECTION
A. The requirements of the Owner’s General and Supplementary Conditions, and Division 0 and Division 1 general requirements apply to the work of this Section.

B. Coordinate the work of this Section with related trades.

C. Verify applicable dimensions, clearances and heights at the jobsite.

1. Apply 100% cementitious Concrete Floor Leveling products to level and to correct unsatisfactory conditions at concrete floors:
a. New concrete floors treated in accordance with Section 07 28 00 – Concrete Slab Vapor Emission Control Treatment.
b. New concrete not treated or not required to be treated per Section 07 28 00 – Concrete Slab Vapor Emission Control Treatment.

1.2 REFERENCE STANDARDS
A. 2022 California Code of Regulations (CCR), Title 24, California Building Standards Commission (CBSC) www.bsc.ca.gov current edition at time of permit issuance.

B. (CCR) Title 24, (CBSC) Chapter 11 – California Green Building Standards Code

1. Non-residential new construction
a. All occupancy types
C. ATBCB ADAAG - Americans with Disabilities Act Accessibility Guidelines, current version.

D. Published specifications, standards tests and recommended methods of trades, industry or governmental organizations apply to work of this section.

E. American Concrete Institute (ACI), www.aci-int.org
F. American Society For Testing and Materials (ASTM), www.astm.org

1.3 PERFORMANCE, TESTING AND INSPECTION
A. General:

1. Comply with manufacturer’s standards.

2. Comply with Building Code.

1.4 SUBMITTALS
City of Roseville 19six Architects Project No. 210015.01 Dry Creek Wastewater Treatment Plant AHJ Project #: XX-XXXXXX Operations and Lab Building
Project Specifications
CONCRETE FLOOR LEVELING, PATCHING AND GROUTING 03 00 61 - 2 A. Refer to Division 1 for substitution, deviation and/or submittal procedures.

B. Submit O&M (Operation and Maintenance) manuals in accordance with Division 1 requirements and as herein specified.

C. Refer to Division 1 for sustainability requirements
D. Submit Manufacturer’s data and shop drawings, including data sheets, MSDS sheets and manufacturer installation instructions for each product to be used on the project.

E. Provide Certification of compatibility of proposed floor leveling, patching and/or grouting compound(s) with applied Concrete Vapor Emission and Alkalinity Control Treatment(s).

1.5 QUALITY ASSURANCE
A. Refer to Division 1 for quality control requirements.

B. Contractor / Installer / Fabricator shall have been in business for five (5) years providing/installing/ finishing similar size projects and complexity.

1. Provide at least one person, present at all times during execution of this portion of the work, who is thoroughly familiar with the type of materials being installed and the best methods for their installation. They shall direct all work performed under this Section.

C. Manufacturer shall have been in business for five (5) years providing/installing/finishing similar size projects and complexity.

D. Coordinate installation of these products with work performed per Section 07 28 00 – Concrete Slab Vapor Emission Control Treatment.