HomeMy WebLinkAboutDWG 540-9; 3840-23; Poinsettia Lift Station Generator Replacement; 01-21AVECOSTALA
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VICINITY MAP
CONSTRUCTION PLANS
CITY COUNCIL
CARLSBAD, CALIFORNIA
KEITH BLACKBURN - MAYOR
MELANIE BURKHOLDER - COUNCIL MEMBER
PRIYA BHAT-PATEL - MAYOR PRO TEM
TERESA ACOSTA - COUNCIL MEMBER
CAROLYN LUNA - COUNCIL MEMBER
GENERATOR REPLACEMENT
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LOCATION MAP
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SHEET INDEX
SHEET NUMBER DESCRIPTION DRAWING
NUMBER
1 TITLE SHEET, LOCATION MAPS, AND SHEET INDEX G-1
2 CSGBC NON-RESIDENTIAL CHECKLIST - I G-2
3 CSGBC NON-RESIDENTIAL CHECKLIST - II G-3
4 CSGBC NON-RESIDENTIAL CHECKLIST - III G-4
5 CIVIL ABBREVIATIONS AND NOTES C-1
6 CIVIL LEGEND C-2
7 OVERALL SITE PLAN AND KEY MAP C-3
8 CIVIL DEMO AND SITE PLAN C-4
9 CIVIL GRADING AND UTILITY PLAN C-5
10 CIVIL DETAILS C-6
11 GENERAL ELECTRICAL ABBREVIATIONS AND NOTES E-1
12 GENERAL ELECTRICAL LEGEND - I E-2
13 GENERAL ELECTRICAL LEGEND - II E-3
14 ELECTRICAL DEMOLITION DETAILS E-4
15 ELECTRICAL SITE PLAN E-5
16 SINGLE LINE DIAGRAM - DEMO AND REVISED E-6
17 PANELBOARD SCHEDULE E-7
18 GENERATOR BUILDING DEMOLITION AND MODIFIED PLANS E-8
19 ELECTRICAL ROOM DEMOLITION AND MODIFIED PLANS E-9
20 STANDARD ELECTRICAL DETAILS E-10
21 GENERATOR BUILDING DEMOLITION AND MODIFIED PLANS/SECTION M-1
22 GENERATOR BUILDING MECHANICAL DETAILS M-2
23 STRUCTURAL GENERAL NOTES, ABBREVIATIONS, & SPECIAL INSPECTIONS S-1
24 STRUCTURAL STANDARD DETAILS S-2
25 STRUCTURAL GENERATOR ROOM FOUNDATION PLAN S-3
HWY 78
I-5
I-5
City ofCarlsbad
POINSETTIA LIFT STATION
REFERENCE DRAWINGS
DWG. NO.DRAWING TITLE
331-1E POINSETTIA SEWAGE LIFT STATION (1997)
451-2 POINSETTIA SEWAGE LIFT STATION UPGRADE (2007)
486-6 POINSETTIA LIFT STATION STANDBY PUMP SYSTEM (2017)
486-6A POINSETTIA LIFT STATION HYDRAULIC SURGE PROTECTION (2020)
PROJECT LOCATION
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PROJECT LOCATION
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT
DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS
ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE PROJECT DESIGN.
KENNEDY/JENKS CONSULTANTS
9325 SKY PARK COURT, SUITE 300
SAN DIEGO, CA 92123
858-676-7500
DECLARATION OF RESPONSIBLE CHARGE
BY:DATE:
R.C.E. NO.:
REGISTRATION EXPIRATION DATE:
NOVEMBER 2023
N
PROJECT NO. 3840-23
POINSETTIA
LIFT STATION
2351 Geode Lane
Carlsbad, CA 92009
SEWER LIFT STATION UPGRADE PROGRAM
REFERENCED APPLICABLE CODES
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA FIRE CODE (CFC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA ENERGY CODE (CEnC)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC)
PROJECT NARRATIVE:
THE PROJECT INCLUDES THE REPLACEMENT OF A STANDBY ENGINE-GENERATOR INSTALLATION WITH A
SUB-BASE FUEL TANK WITHIN THE CHEMICAL STORAGE/GENERATOR BUILDING AND THE REPLACEMENT OF AN
AUTOMATIC TRANSFER SWITCH WITHIN THE CONTROL/PUMP STATION BUILDING.
THE PROJECT ALSO INCLUDES THE ADDITION OF A NEW MANUAL TRANSFER SWITCH AND ASSOCIATED
CONDUIT AND WIRING OUTSIDE OF THE CHEMICAL STORAGE/GENERATOR BUILDING AND RECEPTACLE FOR
INTERCONNECTION TO A PORTABLE GENERATOR. REROUTING OF EXIST UTILITIES, PATCHING OF PAVEMENT
IS ALSO INCLUDED.
THE PROJECT ALSO INCLUDES REPLACEMENT EXHAUST AND VENT SYSTEM PIPING FOR THE
ENGINE-GENERATOR AND FUEL TANK ASSEMBLY, REPLACEMENT LOUVERS AND EXHAUST VENTILATION
SYSTEM FOR THE GENERATOR ROOM.
FACILITY INFORMATION
CATEGORY/CRITERIA GENERATOR/CHEMICAL STORAGE BUILDING CONTROL/PUMP BUILDING
CONTRUCTION TYPE
TYPE II-B, PER CBC 602.2
SINGLE STORY, SLAB-ON-GRADE FLOOR, METAL ROOF OVER
METAL FRAMING
TYPE II-B, PER CBC 602.2
SINGLE STORY, OVER BASEMENT MECHANICAL EQUIPMENT ROOM,
SEPARATION TO BURIED SEWAGE WET WELL WITH MANHOLE ACCESS,
METAL ROOF OVER METAL FRAMING
ALLOWABLE AREA 15,500 SF 15,500 SF
ACTUAL AREA 661 SF 1,170 SF
OCCUPANCY
CLASSIFICATIONS
GENERATOR ROOM, 'F-1', 338 SF CONTROL ROOM, 'F-1', 423 SF
BLOWER ROOM, 'F-1',151 SF (NO NEW WORK)LAVATORY, 'F-1', 40 SF (NO NEW WORK)
CHEMICAL STORAGE ROOM, 'F-1', 172 SF (NO NEW WORK)UTILITY ENCLOSURE, 'U', 43 SF (NO NEW WORK)
-PUMP ROOM (BASEMENT), 'F-1', 664 SF (NO NEW WORK)
-SEWAGE WET WELL, 'U', 251 SF (NO NEW WORK)
OCCUPANCY
SEPARATIONS
PER NFPA 37, 1-HOUR SEPARATION REQUIRED AT GENERATOR
ROOM TO ADJACENT SPACES EXISTING 2-HOUR SEPARATIONS PROVIDED BETWEEN 'F-1' AND 'U' OCCUPANCIES
CHEMICAL STOAGE
DIESEL FUEL (CAS 000169-00-0),
CLASS 2 COMBUSTIBLE LIQUID,
400 GALLONS - GENERATOR ROOM
(NONE)
BIOXIDE®, AMMONIUM CALCIUM NITRATE SALT SOLUTION
(CAS 15245-12-2), NO HAZARDOUS CLASSIFICATION
1500 GALLONS - CHEMICAL STORAGE ROOM
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TIMOTHY WATERS
C86080
09/30/2024
11-22-2023
1
TITLE SHEET, LOCATION MAPS,
G-1
AND SHEET INDEX
EA
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POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
TIMOTHY WATERS
No. C86080
C I V I L
Exp. 9/30/24
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
CHAPTER 5
NONRESIDENTIAL MANDATORY MEASURES
SECTION 5.101 GENERAL
5.101.1 SCOPE
The provisions of this chapter outline planning, design and development methods that include environmentally
responsible site selection, building design, building siting and development to protect, restore and enhance the
environmental quality of the site and respect the integrity of adjacent properties.
DIVISION 5.1 PLANNING AND DESIGN
Y
SECTION 5.102 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not
numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of
80 degrees above nadir. This applies to all lateral angles around the luminaire.
LOW-EMITTING AND FUEL EFFICIENT VEHICLES.
Eligible vehicles are limited to the following:
1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero
emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962.
2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe
10 as regulated under 40 CFR Section 600 Subpart D.
NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle"
either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to
zero-emission vehicle standards.
TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent
occupants, such as employees, as distinguished from customers and other transient visitors.
VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor,
designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used
primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing.
Note: Source: Vehicle Code, Division 1, Section 668
ZEV. Any vehicle certified to zero-emission standards.
SECTION 5.106 SITE DEVELOPMENT
5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE
OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a
larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction
activities through one or more of the following measures:
5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control
ordinance.
5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by
implementing an effective combination of erosion and sediment control and good housekeeping BMPs.
1. Soil loss BMPs that should be considered for implementation as appropriate for each project include,
but are not limited to, the following:
a. Scheduling construction activity during dry weather, when possible.
b. Preservation of natural features, vegetation, soil, and buffers around surface waters.
c. Drainage swales or lined ditches to control stormwater flow.
d. Mulching or hydroseeding to stabilize disturbed soils.
e. Erosion control to protect slopes.
f. Protection of storm drain inlets (gravel bags or catch basin inserts).
g. Perimeter sediment control (perimeter silt fence, fiber rolls).
h. Sediment trap or sediment basin to retain sediment on site.
i. Stabilized construction exits.
j. Wind erosion control.
k. Other soil loss BMPs acceptable to the enforcing agency.
2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges
and wastes that should be considered for implementation as appropriate for each project include, but
are not limited to, the following:
a. Dewatering activities.
b. Material handling and waste management.
c. Building materials stockpile management.
d. Management of washout areas (concrete, paints, stucco, etc.).
e. Control of vehicle/equipment fueling to contractor's staging area.
f. Vehicle and equipment cleaning performed off site.
g Spill prevention and control.
h. Other housekeeping BMPs acceptable to the enforcing agency.
DIVISION 5.2 ENERGY EFFICIENCY
SECTION 5.201 GENERAL
5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency
standards in this code, the California Energy Commission will continue to adopt mandatory building standards.
DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION
SECTION 5.301 GENERAL
5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors
and in wastewater conveyance.
SECTION 5.302 DEFINITIONS
5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference)
EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to
reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on
the amount of water that needs to be applied to the landscape.
FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade,
not including exterior areas such as stairs, covered walkways, patios and decks.
METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The
volume or cycle duration can be fixed or adjustable.
GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that
has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy
bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or
operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom
washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or
dishwashers.
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape
design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed
landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and
climatological parameters.
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance
(California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and
maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least
as effective as the MWELO.
POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking
Water Standards. See definition in the California Plumbing Code, Part 5.
POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the
U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority
Having Jurisdiction.
RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a
controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water
treated to remove waste matter attaining a quality that is suitable to use the water again.
SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental
unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section
1954.202 (g) and Water code Section 517 for additional details.)
WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied
water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape
Ordinance (MWELO).
5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitate
electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with
regulations in the California Building Code and the California Electrical Code.
Exceptions:
1.On a case-by-case basis where the local enforcing agency has determined compliance with
this section is not feasible based upon one of the following conditions:
a.Where there is no local utility power supply
b.Where the local utility is unable to supply adequate power.
c.Where there is evidence suitable to the local enforcement agency substantiating the
local utility infrastructure design requirements, directly related to the implementation of
Section 5.106.5.3, may adversely impact the construction cost of the project.
2. Parking spaces accessible only by automated mechanical car parking systems are not
required to comply with this code section
5.106.5.3.1 EV capable spaces.
[N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following
requirements:
1.Raceways complying with the California Electrical Code and no less that 1-inch (25 mm)
diameter shall be provided and shall originate at a service panel or a subpanel(s) serving
the area, and shall terminate in close proximity to the proposed location of the EV capable
and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be
used to serve multiple EV charging spaces.
2.A service panel or subpanel (s) shall be provided with panel space and electrical load
capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV
capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS.
3.The electrical system and any on-site distribution transformers shall have sufficient capacity
to supply full rated amperage at each EV capable space.
4.The service panel or subpanel circuit directory shall identify the reserved overcurrent
protective devices space(s) as "EV CAPABLE". The raceway termination location shall be
permanently and visibly marked as "EV CAPABLE."
Note: A parking space served by electric vehicle supply equipment or designed as a future EV
charging space shall count as at least one standard automobile parking space only for the purpose of
complying with any applicable minimum parking space requirements established by an enforcement
agency. See vehicle Code Section 22511.2 for further details.
ABBREVIATION DEFINITIONS:
HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety
OSHPD Office of Statewide Health Planning and Development
LR Low Rise
HR High Rise
AA Additions and Alterations
N New
5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more
tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking
spaces with a minimum of one bicycle parking facility.
5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces,
provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a
minimum of one bicycle parking facility.
5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the
anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.
5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall
be convenient from the street and shall meet one of the following:
1. Covered, lockable enclosures with permanently anchored racks for bicycles;
2. Lockable bicycle rooms with permanently anchored racks; or
3. Lockable, permanently anchored bicycle lockers.
Note: Additional information on recommended bicycle accommodations may be obtained from
Sacramento Area Bicycle Advocates.
5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections
5.106.4.2.1 and 5.106.4.2.2
5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently
accessed with a minimum of four two-bike capacity racks per new building.
5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed
with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities
shall be convenient from the street or staff parking area and shall meet one of the following:
1. Covered, lockable enclosures with permanently anchored racks for bicycles;
2. Lockable bicycle rooms with permanently anchored racks; or
3. Lockable, permanently anchored bicycle lockers.
5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as
specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State
Architect pursuant to Section 105, comply with Section 5.106.4.2
5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the
applicable local ordinance, whichever is stricter.
5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated
to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors'
entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being
added, with a minimum of one two-bike capacity rack.
Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.
CHAPTER 3
GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in
the application checklists contained in this code. Voluntary green building measures are also included in the
application checklists and may be included in the design and construction of structures covered by this code,
but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions
of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square
feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within
the authority of California Building Standards Commission). Code sections relevant to additions and
alterations shall only apply to the portions of the building being added or altered within the scope of the
permitted work.
A code section will be designated by a banner to indicate where the code section only applies to newly
constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no
banner will be used.
301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:
Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section
1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving
plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions,
types of commercial real property affected, effective dates, circumstances necessitating
replacement of noncompliant plumbing fixtures, and duties and responsibilities for
ensuring compliance.
301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and
alterations whenever a permit is required for work.
301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC)
301.5 HEALTH FACILITIES. (see GBSC)
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building
shall comply with the specific green building measures applicable to each specific occupancy.
SECTION 303 PHASED PROJECTS
303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements,
only those code measures relevant to the building components and systems considered to be new
construction (or newly constructed) shall apply.
303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant
improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in
Section 301.3 non-residential additions and alterations.
5.106.5.3.3 Use of automatic load management systems (ALMS).
ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity
specified in Section
5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each
EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle
and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs.
5.106.5.3.4 Accessible EVCS.
When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building
Code, Chapter 11B, Section 11B-228.3.
Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle
Signs and Pavement Markings) or its successor(s).
5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N]
Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply
equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loading
spaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE.
Exceptions:
1.On a case-by-case basis where the local enforcing agency has determined compliance with this
section is not feasible based upon one of the following conditions:
a.Where there is no local utility power supply.
b.Where the local utility is unable to supply adequate power.
c.Where there is evidence suitable to the local enforcing agency substantiating that
additional local utility infrastructure design requirements, directly related to the implementation
of Section 5.106.5.3, may adversely impact the construction cost of the project.
When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California
Electrical Code and as follows:
5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores
with planned off-street loading spaces.
[N]In order to avoid future demolition when adding EV charging supply and distribution equipment, spare
raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall be
installed at the time of construction in accordance with the California Electrical Code. Construction plans and
specifications shall include but are not limited to, the following:
1.The transformer, main service equipment and subpanel shall meet the minimum power
requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future
installation of EVSE.
2.The construction documents shall indicate on or more location(s) convenient to the planned
offstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets and
charging dispensers, and a pathway reserved for routing of conduit from the termination of the
raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table
5.106.5.4.1
3.Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area
where potential future medium-and heavy-duty EVSE will be located and shall terminate in close
proximity to the potential future location of the charging equipments for medium- and heavy-duty
vehicles.
4.The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load
to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table
5.106.5.4.1.
TABLE 5.106.5.3.1
TOTAL NUMBER OF ACTUAL
PARKING SPACES
NUMBER OF REQUIRED EV
CAPABLE SPACES
NUMBER OF EVCS (EV
CAPABLE SPACES
PROVIDED WITH EVSE)^2
0-9 0 0
10-25 2 0
26-50 8 2
51-75 13 3
76-100 17 4
101-150 25 6
151-200 35 9
201 AND OVER 20% of total¹25% of EV capable spaces¹
5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply
with the following:
1.The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10,
Section 10-114 of the California Administrative Code; and
2.Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);
3.Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in
Chapter 8) and
4.Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance
lawfully enacted pursuant to Section 101.7, whichever is more stringent.
Exceptions: [N]
1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code.
2. Emergency lighting.
3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.
4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8
Alternate materials, designs and methods of construction.
5. Luminaires with less than 6,200 initial luminaire lumens.
TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT,
UPLIGHT AND GLARE (BUG) RATINGS 1,2
ALLOWABLE RATING
LIGHTING
ZONE
LZ0
LIGHTING
ZONE LZ1
LIGHTING
ZONE LZ2
LIGHTING
ZONE LZ3
LIGHTING
ZONE LZ4
MAXIMUM ALLOWABLE
BACKLIGHT RATING 3
Luminaire greater than 2
mounting heights (MH) from
property line
N/A No Limit No Limit No Limit No Limit
Luminaire back hemisphere is
1-2 MH from property line N/A B2 B3 B4 B4
Luminaire back hemisphere is
0.5-1 MH from property line N/A B1 B2 B3 B3
Luminaire back hemisphere is
less than 0.5 MH from property
line
N/A B0 B0 B1 B2
MAXIMUM ALLOWABLE
UPLIGHT RATING (U)
For area lighting 3 N/A U0 U0 U0 U0
For all other outdoor
lighting,including decorative
luminaires
N/A U1 U2 U3 UR
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF
LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or
more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale.
Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the
larger common plan of development or sale must comply with the post-construction requirements detailed in the
applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges
Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or
the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit).
The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff
(pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES
permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration
through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures.
Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural
practices and be approved by the enforcing agency.
Refer to the current applicable permits on the State Water Resources Control Board website at:
www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures
should be given during the initial design process for appropriate integration into site development.
N/A Y N/A
1.Where there is insufficient electrical supply.
2.The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards
the total number of required EV capable spaces shown in column 2.
5.106.5.3.2 Electric vehicle charging stations (EVCS)
EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table
5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of
Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be
provided.
One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be
permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is
accumulatively supplied to the EV charger.
The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV
capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the
service panel or subpanel.
Y N/A Y N/ARESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
5.106.8.1 Facing- Backlight
Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture,
and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to
the nearest point of that property line.
Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point
to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is
directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property
lines to determine the required backlight rating.
5.106.8.2 Facing-Glare.
For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within
2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table
5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front
hemisphere.
Note: [N]
1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for
parking facilities and walkways.
2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table
A-1, California Energy Code Tables 130.2-A and 130.2-B.
3. Refer to the California Building Code for requirements for additions and alterations.
5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will
manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface
water include, but are not limited to, the following:
1.Swales.
2.Water collection and disposal systems.
3.French drains.
4.Water retention gardens.
5.Other water measures which keep surface water away from buildings and aid in groundwater recharge.
Exception: Additions and alterations not altering the drainage path.
5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2,
and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation
necessary to establish and maintain tree health shall comply with Section 5.304.6.
5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed
to provide shade over 50 percent of the parking area within 15 years.
Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing
materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in
lieu of shade tree planting.
5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to
provide shade of 20% of the landscape area within 15 years.
Exceptions: Playfields for organized sport activity are not included in the total area calculation.
5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to
provide shade over 20 percent of the hardscape area within 15 years.
Exceptions:
1.Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing
materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu
of shade tree planting.
2.Designated and marked play areas of organized sport activity are not included in the total area calculation.
TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER
REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N]
BUILDING TYPE BUILDING SIZE (SQ. FT.)
NUMBER OF
OFF-STREET
LOADING SPACES
ADDITIONAL
CAPACITY
REQUIRED (KVA)
FOR RACEWAY &
BUSWAY AND
TRANSFORMER &
PANEL
Grocery
10,000 to 90,000 1 or 2 200
3 or Greater 400
Greater than 90,000 1 or Greater 400
Retail
10,000 to 135,000
1 or 2 200
3 or Greater 400
Greater than 135,000 1 or Greater 400
Warehouse
20,000 to 256,000
1 or 2 200
3 or Greater 400
Greater than 256,000 1 or Greater 400
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/A G1 G2 G3 G4
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/A G0 G1 G1 G2
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/A G0 G0 G1 G1
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)N/A G0 G0 G0 G1
1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy
Code and Chapter 10 of the Callifornia Administrative Code.
2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be
considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For
property lines that abut public roadways and public transit corridors, the property line may be considered to be the
centerline of the public roadway or public transit corridor for the purpose of determining compliance with this
section.
3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced
ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting"
DOC.
REF.
DOC.
REF.
DOC.
REF.
DOC.
REF.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)
Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
DOC. REF.=DOCUMENT REFERENCE
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
ZACHARY D. HARRIS
No. M28906
Exp. 6/30/24
M E C H A N I C A L
CSGBC
NON-RESIDENTIAL CHECKLIST - I
X
X
X
X
X
X
X
2
G-2
EA
ZDH
TW
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and
urinals) and fittings (faucets and showerheads) shall comply with the following:
5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per
flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense
Specification for Tank-Type toilets.
Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of
two reduced flushes and one full flush.
5.303.3.2 Urinals.
5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed
0.125 gallons per flush.
5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall
not exceed 0.5 gallons per flush.
5.303.3.3 Showerheads. [BSC-CG]
5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8
gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA
WaterSense Specification for Showerheads.
5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one
showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a
single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to
allow only one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
SECTION 5.401 GENERAL
5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource
efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of
techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.
SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND
RECYCLING
5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the
non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or
meet a local construction and demolition waste management ordinance, whichever is more stringent.
5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and
demolition waste management ordinance, submit a construction waste management plan that:
1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient
usage, recycling, reuse on the project or salvage for future use or sale.
2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or
bulk mixed (single stream).
3. Identifies diversion facilities where construction and demolition waste material collected will be taken.
4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated
byweight or volume, but not by both.
5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable
documentation that the percentage of construction and demolition waste material diverted from the landfill
complies with this section.
Note: The owner or contractor shall make the determination if the construction and demolition waste material
will be diverted by a waste management company.
Exceptions to Sections 5.408.1.1 and 5.408.1.2:
1. Excavated soil and land-clearing debris.
2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle
facilities capable of compliance with this item do not exist.
3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities
and markets.
5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does
not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement
as approved by the enforcing agency.
5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates
compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as
necessary and shall be accessible during construction for examination by the enforcing agency.
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)"
located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission-
Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste
management plan.
2. Mixed construction and demolition debris processors can be located at the California Department of
Resources Recycling and Recovery (CalRecycle).
5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping
provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste
items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited
Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste
materials shall be included in the construction documents.
Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/
5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated
vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such
material may be stockpiled on site until the storage site is developed.
Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.
Notes:
1. If contamination by disease or pest infestation is suspected, contact the County Agricultural
Commissioner and follow its direction for recycling or disposal of the material.
2. For a map of know pest and/or disease quarantine zones, consult with the California Department of
Food and Agriculture. (www.cdfa.ca.gov)
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL
5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that
are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.
SECTION 5.502 DEFINITIONS
5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)
ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.
A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter
using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting
adjustments have been made.
1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound
of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu,
the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit.
COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn),
except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm
to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium
density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels,
structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or
finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a).
Note: See CCR, Title 17, Section 93120.1.
DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a
24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).
DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure,
sound power, sound intensity) with respect to a reference quantity.
ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses,
trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor
that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.
Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code,
off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground
support equipment, tractors, boats, and the like, are not included.
ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.
ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and
equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices,
power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring
and the electric vehicle.
ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as
the fluctuating noise level integrated over the time of period of interest.
EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may
not be divided or have grade separations at intersections.
FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.
GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse
gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference
compound with a GWP of one.
GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the
Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or
its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of
Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.
HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a
hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a
GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of
Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).
LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,
with a radius 1.5 times the pipe diameter.
LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than
150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82,
sec.82.3 (as amended March 10, 2009).
MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a
compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to
hundreths of a gram (g O3/g ROC).
PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this
article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of
product (excluding container and packaging).
PSIG. Pounds per square inch, guage.
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to
ozone formation in the troposphere.
SCHRADER ACCESS VALVES. Access fittings with a valve core installed.
SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,
with a radius 1.0 times the pipe diameter.
SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet
or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected
to remote compressor units or condensing units.
VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with
vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain
hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a)
.
Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition
included in that specific regulation is the one that prevails for the specific measure in question.
SECTION 5.503 FIREPLACES
5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed
woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6,
Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.
5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance
Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified
to meet the emission limits.
SECTION 5.504 POLLUTANT CONTROL
5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if
necessary to condition the building or areas of addition or alteration within the required temperature range for
material and equipment installation. If the HVAC system is used during construction, use return air filters with a
Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of
30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is
occupied during alteration, at the conclusion of construction.
5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of
rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation
equipment, all duct and other related air distribution component openings shall be covered with tape, plastic,
sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which
may enter the system.
5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and
requirements of the building appropriate to its phase shall be documented before the design phase of the
project begins. This documentation shall include the following:
1. Environmental and sustainability goals.
2. Building sustainable goals.
3. Indoor environmental quality requirements.
4. Project program, including facility functions and hours of operation, and need for after hours
operation.
5. Equipment and systems expectations.
6. Building occupant and operation and maintenance (O&M) personnel expectations.
5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets
the OPR shall be completed at the design phase of the building project. The Basis of Design document shall
cover the following systems:
1. Renewable energy systems.
2. Landscape irrigation systems.
3. Water reuse system.
5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to
document how the project will be commissioned. The commissioning plan shall include the following:
1. General project information.
2. Commissioning goals.
3. Systems to be commissioned. Plans to test systems and components shall include:
a. An explanation of the original design intent.
b. Equipment and systems to be tested, including the extent of tests.
c. Functions to be tested.
d. Conditions under which the test shall be performed.
e. Measurable criteria for acceptable performance.
4. Commissioning team information.
5. Commissioning process activities, schedules and responsibilities. Plans for the completion of
commissioning shall be included.
5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct
installation and operation of each component, system and system-to-system interface in accordance with the
approved plans and specifications. Functional performance testing reports shall contain information addressing
each of the building components tested, the testing methods utilized, and include any readings and adjustments
made.
5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the
design and construction phases of the building project shall be completed and provided to the owner or
representative.
5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of
systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or
alteration subject to Section 303.1.
5.410.4.2 (Reserved)
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including
heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well
as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning
requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific
systems.
5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be
included for testing and adjusting shall include at a minimum, as applicable to the project:
1. Renewable energy systems.
2. Landscape irrigation systems.
3. Water reuse systems.
5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's
specifications and applicable standards on each system.
5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning
system serving a building or space is operated for normal use, the system shall be balanced in
accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National
Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance
Council National Standards or as approved by the enforcing agency.
SECTION 5.303 INDOOR WATER USE
5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections
503.1.1 and 503.1.2.
5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:
1. For each individual leased, rented or other tenant space within the building projected to consume
more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners,
restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.
SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS
5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are
identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum)
paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling
ordinance, if more restrictive.
Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources
Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.
5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits,
resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.
Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space
floor area.
5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3,
Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and
Recycling Access Act of 1991 (Act).
Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the
CalRecycle’s web site.
5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required,
including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR),
Title 8, Section 5142, and other related regulations.
5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be
completed within the systems manual and delivered to the building owner or representative. The
systems manual shall include the following:
1. Site information, including facility description, history and current requirements.
2. Site contact information.
3. Basic operations and maintenance, including general site operating procedures, basic
troubleshooting, recommended maintenance requirements, site events log.
4. Major systems.
5. Site equipment inventory and maintenance notes.
6. A copy of verifications required by the enforcing agency or this code.
7. Other resources and documentation, if applicable.
5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance
staff for each equipment type and/or system shall be developed and documented in the commissioning
report and shall include the following:
1. System/equipment overview (what it is, what it does and with what other systems and/or
equipment it interfaces).
2. Review and demonstration of servicing/preventive maintenance.
3. Review of the information in the Systems Manual.
4. Review of the record drawings on the system/equipment.
2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the
following subsystems:
a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s).
b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s).
c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).
5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant
within a new building or within an addition that is projected to consume more than 1,000 gal/day.
SECTION 5.304 OUTDOOR WATER USE
5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply
with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water
Efficient Landscape Ordinance (MWELO), whichever is more stringent.
Notes:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations,
Title 23, Chapter 2.7, Division 2.
2. MWELO and supporting documents, including a water budget calculator, are available at:
https://www.water.ca.gov/.
5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges,
landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of
Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter
2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF)
shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.
Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the
prescriptive measures contained in Appendix D of the MWELO.
5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape
area equal to or greater than 500 square feet.
5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate
landscape area equal to or greater than 1,200 square feet.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
5.303.4 COMMERCIAL KITCHEN EQUIPMENT.
5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm
when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no
more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water.
Note: This code section does not affect local jurisdiction authority to prohibit or require disposer
installation.
5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California
Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply
to new fixtures in additions or areas of alteration to the building.
5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed
in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1
of the California Plumbing Code and in Chapter 6 of this code.
Y N/A
SECTION 5.402 DEFINITIONS
5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)
ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust
a damper.
BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals,
according to design quantities.
BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction
process, including verifying and documenting that building systems and components are planned, designed, installed,
tested, operated and maintained to meet the owner’s project requirements.
ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food
soiled paper waste that is mixed in with food waste.
TEST. A procedure to determine quantitative performance of a system or equipment
SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT
5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by
California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local
ordinance, whichever is more stringent.
5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.
5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.
5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven
rain to prevent water intrusion into buildings as follows:
5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water
intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to
such openings plus at least one of the following:
1. An installed awning at least 4 feet in depth.
2. The door is protected by a roof overhang at least 4 feet in depth.
3. The door is recessed at least 4 feet.
4. Other methods which provide equivalent protection.
5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.
5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet
and over, building commissioning shall be included in the design and construction processes of the building project to
verify that the building systems and components meet the owner’s or owner representative’s project requirements.
Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of
comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and
L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections
5.410.2 through 5.410.2.6 shall apply.
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating,
ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water
heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements
Commissioning requirements shall include:
1. Owner’s or Owner representative’s project requirements.
2. Basis of design.
3. Commissioning measures shown in the construction documents.
4. Commissioning plan.
5. Functional performance testing.
6. Documentation and training.
7. Commissioning report.
Exceptions:
1. Unconditioned warehouses of any size.
2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within
unconditioned warehouses.
3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.
4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.
Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not
provide heating and or air conditioning.
Informational Notes:
1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of
commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for
qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional
performance tests or to adjust and balance systems.
2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls
must be performed in compliance with the California Energy Code.
5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing
signed by the individual responsible for performing these services.
5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with
detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M
instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related
regulations.
5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required
by the enforcing agency.
Y N/A Y N/A Y N/ARESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
5.303.3.4 Faucets and fountains.
5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not
more than 0.5 gallons per minute at 60 psi.
5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8
gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate,
but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons
per minute at 60 psi.
5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8
gallons per minute/20 [rim space (inches) at 60 psi].
5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.
5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a
maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].
Note: Where complying faucets are unavailable, aerators or other means may be used to achieve
reduction.
5.303.3.4.6 Pre-rinse spray value
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance
Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607
(d)(7), and shall be equipped with an integral automatic shutoff.
FOR REFERENCE ONLY:The following table and code section have been reprinted from the California
Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section
1605.3 (h)(4)(A).
TABLE H-2
STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS
[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm)
Product Class 1 (≤1.00
Product Class 2 (> 5.0 ozf and ≤1.20
Product Class 3 (> 8.0 ozf)1.28
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CONTRACTOR
CONTRACTOR
DOC.
REF.
DOC.
REF.
DOC.
REF.
DOC.
REF.
C-4
M-1
E-1
C-4
M-1
E-1
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
ZACHARY D. HARRIS
No. M28906
Exp. 6/30/24
M E C H A N I C A L
3
CSGBC
G-3
EA
ZDH
TW
NON-RESIDENTIAL CHECKLIST - II
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)
Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
DOC. REF.=DOCUMENT REFERENCE
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of
the ARB Architectural Coatings Suggested Control Measure, as shown in 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 Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat
or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007
California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or
Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.
5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings 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.
5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the
requirements of the California Department of Public Health,"Standard Method for the Testing and
Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental
Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications
01350).
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material
5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.
5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard
composite wood products used on the interior or exterior of the buildings shall meet the requirements for
formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et
seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in
Table 5.504.4.5.
5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as
requested by the enforcing agency. Documentation shall include at least one of the following:
1. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see
CCR, Title 17, Section 93120, et seq.).
4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the
Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S
standards.
5. Other methods acceptable to the enforcing agency.
TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2
Less Water and Less Exempt Compounds in Grams per Liter
ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVES 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT SPECIFICALLY LISTED 50
SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD)50
WOOD 30
FIBERGLASS 80
1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE
WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.
2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC
CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT
DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF
TABLE 5.504.4.2 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter
SEALANTS CURRENT VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420
SEALANT PRIMERS
ARCHITECTURAL
NONPOROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC
CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT
DISTRICT RULE 1168.
TABLE 5.504.4.3 - CONT.
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS
COATING CATEGORY CURRENT VOC LIMIT
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS)500
HIGH-TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS:
CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS
2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN
THE TABLE.
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD,
ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE
FROM THE AIR RESOURCES BOARD.
TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR
TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR
ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).
5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the
provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that
utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or
condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential
(high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the
replacement of existing refrigeration systems in existing facilities.
Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP
value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants
that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.
5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be
accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside
diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in
refrigerant systems except as noted below.
5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.
5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a
refrigerant charge of 5 pounds or less.
5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to
keep vibration levels below 8 mils.
5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure
controls, valve pilot lines and oil.
Exception: Single-flared tubing connections may be used with a multiring seal coated with
industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's
recommendations.
5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of
long radius elbows.
5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as
follows.
5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall
be installed between the outlet of the vessel and the inlet of the pressure relief valve.
5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall
be installed in the space between the rupture disc and the relief valve inlet to indicate a disc
rupture or discharge of the relief valve.
5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are
permitted for use.
5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps
shall be brass or steel and not plastic.
5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.
5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves
designed to have seal caps.
Exception: Valves with seal caps that are not removed from the valve during stem
operation.
5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and
salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent
corrosion from these substances.
5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to
maximize energy efficiency.
5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted
with a device tha indicates the level of refrigerant in the receiver.
5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and
charging.
5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and
appropriate tracer gas to bring system pressure up to 300 psig minimum.
5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same
gauge.
5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more
than a +/- one pound pressure change from 300 psig, measured with the same gauge.
5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.
5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and
hold for 30 minutes.
5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30
minutes.
5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours
with a maximum drift of 100 microns over a 24-hour period.
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper
installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or
certification program. Uncertified persons may perform HVAC installations when under the direct supervision and
responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.
Examples of acceptable HVAC training and certification programs include but are not limited to the following:
1. State certified apprenticeship programs.
2. Public utility training programs.
3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.
4. Programs sponsored by manufacturing organizations.
5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the
responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or
other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence
to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to
other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be
considered by the enforcing agency when evaluating the qualifications of a special inspector:
1. Certification by a national or regional green building program or standard publisher.
2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building
performance contractors, and home energy auditors.
3. Successful completion of a third party apprentice training program in the appropriate trade.
4. Other programs acceptable to the enforcing agency.
Notes:
1. Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate
homes in California according to the Home Energy Rating System (HERS).
[BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent
shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate
compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing
agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a
certification from a recognized state, national or international association, as determined by the local agency. The
area of certification shall be closely related to the primary job function, as determined by the local agency.
Note: Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to,
construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods
acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or
special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate
section or identified applicable checklist.
SECTION 5.505 INDOOR MOISTURE CONTROL
5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code,
CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see
Section 5.407.2 of this code.
SECTION 5.506 INDOOR AIR QUALITY
5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum
requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local
code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.
5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control
ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements
of the California Energy Code, Section 120(c)(4).
5.506.3 Carbon dioxide (CO2) monitoring in classrooms.
(DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be
equipped with a carbon dioxide monitor or sensor that meets the following requirements:
1.The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and
6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable
windows.
2.When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or
sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the
carbon dioxide readings shall be available to and regularly monitored by facility personnel.
3.A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the
classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility
personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have
exceeded 1,100ppm.
4.The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a
record of previous carbon dioxide measurements of not less than 30 days duration.
5.The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide
levels with a range of 400ppm to 2000ppm or greater.
6.The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon
dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than
once every 5 years.
SECTION 5.507 ENVIRONMENTAL COMFORT
5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class
(STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission
Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in
Section 5.507.4.1 or 5.507.4.2.
Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior
noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking
structures and utility buildings.
Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all
subsections apply only to new construction.
5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to
the noise source making up the building or addition envelope or altered envelope shall meet a composite STC
rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of
40 or OITC of 30 in the following locations:
1. Within the 65 CNEL noise contour of an airport.
Exceptions:
1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible
Land Use Zone (AICUZ) plan.
2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed
shall be determined by the local general plan noise element.
2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or
fixed-guideway source as determined by the Noise Element of the General Plan.
5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a
noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration
exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of
at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).
5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and
roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered
envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does
not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.
5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as
appropriate to the building, addition or alteration project to mitigate sound migration to the interior.
5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior
soundlevels shall be prepared by personnel approved by the architect or engineer of record.
5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant
spaces and public places shall have an STC of at least 40.
Note: Examples of assemblies and their various STC ratings may be found at the California Office of
Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.
SECTION 5.508 OUTDOOR AIR QUALITY
5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression
equipment shall comply with Sections 5.508.1.1 and 5.508.1.2.
5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not
contain CFCs.
5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.
5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area
receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard
Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using
Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications
01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material
5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring
materials meet the pollutant emission limits.
5.504.4.7 Thermal insulation
Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing
and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,
"Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350).
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material
5.504.4.7.1 Verification of compliance.
Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission
limits.
5.504.4.8 Acoustical ceiling and wall panels.
Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing
and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "
Version 1.2, January 2017 (Emission testing method for California Specification 01350).
See California Department of Public Health's website for certification programs and testing labs.
5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical
finish materials meet the pollutant emission limits.
5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air
filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of
13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of
the same value shall be included in the operation and maintenance manual.
Exceptions: Existing mechanical equipment.
5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV
rating.
5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking,
prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as
already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city,
county, city and county, California Community College, campus of the California State University, or campus of the
University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post
signage to inform building occupants of the prohibitions.
5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of
the enforcing agency. Documentation may include, but is not limited to, the following:
1. Manufacturer's product specification
2. Field verification of on-site product containers
5.504.4.4 Carpet Systems.
All carpet installed in the building interior shall meet the requirements of the California Department of Public
Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor
Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California
Specifications 01350).
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material
5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through
5.504.4.6.
5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet
the requirements of the following standards:
1. 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 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 in subsection 2, below.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in
units of product, less packaging, which do not weigh 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.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
Y N/A Y N/A Y N/A Y N/ARESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
X
X
X
X
X
X
X
X
X
CONTRACTOR
ENGINEER
DOC.
REF.
DOC.
REF.
DOC.
REF.
DOC.
REF.
M-1
E-1
M-1
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
ZACHARY D. HARRIS
No. M28906
Exp. 6/30/24
M E C H A N I C A L
4
CSGBC
G-4
EA
ZDH
TW
NON-RESIDENTIAL CHECKLIST - III
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023)
Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
DOC. REF.=DOCUMENT REFERENCE
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
ABBREVIATIONS CIVIL NOTES
GENERAL
1.OBTAIN PERMITS NECESSARY TO COMPLETE FEATURES WITHIN EASEMENTS, DEDICATIONS AND
PUBLIC RIGHT-OF-WAY.
2.NOT USED
3.ORIENT SURFACE FEATURES PARALLEL TO CURB/GUTTER OR WALLS UNLESS OTHERWISE NOTED.
4.PROTECT ALL SURVEY MONUMENTS.
5.SHOULD THE CONTRACTOR DISCOVER ANY DISCREPANCIES BETWEEN THE CONDITIONS EXISTING
IN THE FIELD AND THE INFORMATION SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL NOTIFY
THE OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION.
6.THE CONTRACTOR SHALL MAINTAIN A COPY OF AN APPROVED SET OF PLANS ON THE
CONSTRUCTION SITE AT ALL TIMES.
7.NOT USED.
8.NOT USED.
9."LIMITS OF WORK" INDICATES THE TOTAL AREA OF DISTURBANCE DUE TO THE NATURE AND
SCOPE OF THE WORK. THE TERM MAY ALSO BE USED TO INDICATE AREAS WHERE ACCESS IS
LIMITED OR RESTRICTED.
10.PROVIDE TEMPORARY TRAFFIC SIGNAGE IN ACCORDANCE WITH STATE AND LOCAL AGENCIES
DURING THE COURSE OF CONSTRUCTION.
11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL WITHIN THE PUBLIC
RIGHT OF WAY IN ACCORDANCE WITH LOCAL ORDINANCES. NO WORK SHALL COMMENCE UNTIL
ALL REQUIRED TRAFFIC CONTROL MEASURES ARE IN PLACE.
LC
PL
+-
FOOT, FEET
INCH, INCHES
POUND, NUMBER
PERCENT
AND
AT
APPROXIMATELY
CENTERLINE
PLATE
LESS THAN
EQUALS
GREATER THAN
DEFLECTION
ANGLE
DEGREE(-S) (ANGULAR)
AMERICAN ASSOCIATION OF STATE HIGHWAY
TRANSPORTATION OFFICIALS
AGGREGATE BASE, ANCHOR BOLT(-S)
ABANDON(-ED)
ACRYLONITRILE-BUTADIENE-STYRENE
ASPHALTIC CONCRETE
ASBESTOS CEMENT PIPE
AMERICANS WITH DISABILITIES ACT
ADDITIONAL
ADJUST(-ED,-MENT,-ABLE)
AVERAGE DRY WEATHER FLOW
ACRE-FEET
AGGREGATE
ALTITUDE
ALUMINUM
ANCHOR
APPROXIMATE(-LY)
ARCHITECT(-URAL)
AMERICAN SOCIETY OF CIVIL ENGINEERS
ASPHALT
ASSEMBLY
AMERICAN SOCIETY FOR TESTING AND
MATERIALS
AVENUE
AVERAGE
ADVANCED WATER TREATMENT
AMERICAN WATER WORKS ASSOCIATION
BOTTOM OF WALL
BEGINNING OF HORIZONTAL CURVE
BEGIN CURB RETURN
BLIND FLANGE
BACKFLOW PREVENTER
BUILDING
BLOCK(-S)
BENCH MARK
BLOWOFF
BACK OF CURB
BOTTOM
BEGINNING OF VERTICAL CURVE
CURVE
CENTER-TO-CENTER
CALCULATION(S)
CABLE TV
CATCH BASIN
CEMENT
CUBIC FEET PER SECOND
CHANNEL
CAST IRON
CAST IRON PIPE
CAST IRON SOIL PIPE
CONSTRUCTION JOINT
CLEAR(-ANCE)
CONTROLLED LOW STRENGTH MATERIAL
CEMENT MORTAR COATED
CEMENT MORTAR LINED
CEMENT MORTAR LINED AND COATED
CORRUGATED METAL PIPE
CONCRETE MASONRY UNIT
CONTROL JOINT
CENTER
CLEANOUT
COLUMN
CONCRETE
CONNECT (-ED, -S, -ION)
CONSTRUCTION
CONTINU(-ED, -OUS, -ATION)
CORPORATION
CLEANOUT TO GRADE
CONTROL POINT, CATHODIC PROTECTION
COUPLING
CHLORINTATED POLYVINYL CHLORIDE
CRUSHED ROCK
CONTROL
CATHODIC TEST STATION
CUBIC FOOT, CUBIC FEET
CUBIC YARD(-S)
DOUBLE CHECK ASSEMBLY (TWIN
ELEMENT CHECK VALVE)
DEFLECTION
DEGREE(-S)
DEMOLISH
DEPARTMENT
DUCTILE IRON, DROP INLET
DIAMETER
DIAGONAL
DIAPHRAGM
DIMENSION(-S)
DUCTILE IRON PIPE
DISCHARGE
DISTRIBUTION
DEAD LOAD
DOWN
DISSOLVED OXYGEN
'
"
#
%
&
@
<
=
>
∆
∠
°
AASHTO
AB
ABAN(-D)
ABS
AC
ACP
ADA
ADDIT
ADJ
ADWF
AF
AGG
ALTD
ALUM
ANC
APPROX
ARCH
ASCE
ASPH
ASSY
ASTM
AVE
AVG
AWT
AWWA
B/W
BC
BCR
BF
BFP
BLDG
BLK
BM
BO
BOC
BOT
BVC
C
C/C
CALC(S)
CATV
CB
CEM
CFS
CHAN
CI
CIP
CISP
CJ
CLR
CLSM
CMC
CML
CML&C
CMP
CMU
CNJ
CNTR
CO
COL
CONC
CONN
CONST
CONT
CORP
COTG
CP
CPLG
CPVC
CR
CTRL
CTS
CU FT
CU YD
DCA
DEFL
DEG
DEMO
DEPT
DI
DIA
DIAG
DIAPH
DIM(-S)
DIP
DISCH
DISTR
DL
DN
DO
DRAIN
DOWN SPOUT
DETAIL(-S)
DRAWING(-S)
EAST
EACH
END OF HORIZONTAL CURVE
ECCENTRIC
EPOXY COATED
END CURB RETURN
EACH FACE
EFFICIENCY
EFFLUENT
EXISTING GRADE
ENERGY GRADE LINE
ELEVATION, EPOXY LINED
EPOXY LINED AND COATED
ELECTRIC(-AL)
ELBOW
EMERGENCY
ENCLOSURE
ENGINEER
EDGE OF PAVEMENT
ENVIRONMENTAL PROTECTION
AGENCY
EQUAL (-LY, -IZATION)
EQUIPMENT
ESTIMATE(-D)
ET CETERA
ELECTROLYSIS TEST STATION
END OF VERTICAL CURVE
EACH WAY
EXCAVATE
EXHAUST
EXISTING
EXPANSION
EXTERNAL
FACTORY
FACILIT(-Y, -IES)
FLEXIBLE COUPLING
FLANGE COUPLING ADAPTER
FLOOR CLEANOUT
FLOOR DRAIN
FEEDER
FINISHED FLOOR
FINISHED FLOOR ELEVATION
FINISHED GRADE
FIRE HYDRANT
FIGURE
FINISH(-ED)
FLOW LINE
FLEXIBLE
FLANGE(-D)
FLOCCULATION
FLOOR
FLOW METER
FIBER OPTIC
FEET PER SECOND
FIBERGLASS REINFORCED PLASTIC
FINISHED SURFACE
FOOT, FEET
FOOTING
FUTURE
GAUGE
GRANULAR ACTIVATED CARBON
GALLON(-S)
GALVANIZED
GASOLINE
GRADE BREAK
GALVANIZED IRON
GROUND
GALLONS PER DAY
GALLONS PER HOUR
GALLONS PER MINUTE
GROUND-PENETRATING RADAR
GRATE
GUARDRAIL
GALVANIZED STEEL
HIGH, HEIGHT
HYDROGEN PEROXIDE
HYDROGEN SULFIDE
SULFURIC ACID
HOSE BIB
HIGH DENSITY POLYETHYLENE
HYDRAULIC GRADE LINE
HANDHOLE
HOLLOW METAL
HORIZONTAL
HORSEPOWER
HINGE POINT
HIGH POINT
HOUR(-S)
HEIGHT
HEATING, VENTILATING,
AND AIR CONDITIONING
HIGH WATER LEVEL
HIGHWAY
HYDRAULIC
INSTRUMENTATION AND CONTROL
INSIDE DIAMETER
INVERT ELEVATION
INCH(-ES)
INFLUENT
INSTRUMENT(-ATION)
INVERT
IRON PIPE SIZE
IRRIGATION
ISOLAT(-E, -ION)
DR
DS
DTL(-S)
DWG(-S)
E
EA
EC
ECC
ECD
ECR
EF
EFFIC
EFFL
EG
EGL
EL
EL&C
ELEC
ELL
EMERG
ENCL
ENGR
EP
EPA
EQ
EQPM
EST
ETC
ETS
EVC
EW
EXC
EXH
EXIST
EXP
EXT
FAC
FACIL
FC
FCA
FCO
FD
FDR
FF
FFE
FG
FH
FIG
FIN
FL
FLEX
FLG
FLOC
FLR
FM
FO
FPS
FRP
FS
FT
FTG
FUT
GA
GAC
GAL
GALV
GAS
GB
GI
GND
GPD
GPH
GPM
GPR
GR
GRL
GS
H
H2O2
H2S
H2SO4
HB
HDPE
HGL
HH
HM
HORZ
HP
H-P
HPT
HR(S)
HT
HVAC
HWL
HWY
HYD
I&C
ID
IE
IN
INFL
INSTR
INV
IPS
IRRG
ISO
ION EXCHANGE
JUNCTION BOX
JOINT
LENGTH, LINE
LATERAL
POUND(-S)
POUND(-S) PER SQUARE FOOT
LINEAR FEET
LONG
LIP OF GUTTER
LIVE LOAD
LOCATION
LOW POINT
LIQUIFIED PETROLEUM GAS
(PROPANE OR BUTANE AS NOTED)
LONG RADIUS
LEFT TURN
LIGHTING
LOW WATER LEVEL
MAXIMUM
MOTOR CONTROL CENTER
MECHANICAL
MICROFILTRATION
MANUFACTURER
MILLION GALLON(-S)
MILLION GALLONS PER DAY
MANHOLE
ONE-THOUSANDTH OF AN INCH
MINIMUM
MISCELLANEOUS
MECHANICAL JOINT
MODIF(-Y, -ICATIONS)
MONUMENT
MILES PER HOUR
MECHANICALLY STABILIZED EARTH
MOUNT(-ED, -ING)
METAL
NORTH
NOT APPLICABLE
NORTH AMERICAN DATUM
SODIUM HYPOCHLORITE
SODIUM HYDROXIDE
NORTH AMERICAN VERTICAL DATUM
NORTHEAST
NANOFILTRATION
NOT FOR CONSTRUCTION
NATURAL GAS
AMMONIA
NOT IN CONTRACT
NUMBER
NOMINAL
NORMAL
NATIONAL PIPE THREAD
NOT TO SCALE
NORTHWEST
NORMAL WATER LEVEL
OZONE
ON CENTER
OUTSIDE DIAMETER
OVERFLOW
ORIGINAL GROUND
OPENING(-S)
ORIGINAL
PNEUMATIC, PIPE
PROPERTY LINE
PERFORATED ASBESTOS CEMENT PIPE
PIECE(-S), PHOTOCELL, POINT OF
CURVE (BEGIN CURVE)
POINT OF COMPOUND CURVE
PRETENSIONED CONCRETE CYLINDER
PIPE
PRESSURE CLEANOUT
PRESSURIZED CLEANOUT TO GRADE
POLYETHYLENE
PERCOLAT(-E, -ION)
PERFORAT(-E, -ED, -ES, -ATION)
PROFILE
POINT OF INTERSECTION
PROJECT MANAGER
POTABLE
POWER POLE
PAIR
PRESSURE
PROPERTY
PROTECT(-OR)
PRESSURE RELIEF VALVE, PRESSURE
REDUCING VALVE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PIPE SLEEVE
PUMP STATION
PRESSURE SUSTAINING VALVE
POINT OF TANGENT (END CURVE),
PRESSURE-TREATED, POINT(-S)
POLYVINYL CHLORIDE, POINT OF
VERTICAL CURVE
POINT OF VERTICAL INTERSECTION
PAVEMENT
POINT OF VERTICAL TANGENCY
POTABLE WATER
POWER
PEAK WET WEATHER FLOW
RADIUS
RIGHT OF WAY
REINFORCED CONCRETE CYLINDER PIPE
REINFORCED CONCRETE PIPE
ROAD
REDUCE(-R)
IX
JB
JT
L
LAT
LB(-S)
LB(-S)/SF
LF
LG
LIP
LL
LOC
LP
LPG
LR
LT
LTG
LWL
MAX
MCC
MECH
MF
MFR
MG
MGD
MH
MIL(-S)
MIN
MISC
MJ
MOD(-S)
MON
MPH
MSE
MT(-D, -G)
MTL
N
N/A
NAD
NAOCL
NAOH
NAVD
NE
NF
NFC
NG
NH3
NIC
NO
NOM
NORM
NPT
NTS
NW
NWL
O3
OC
OD
OF
OG
OPNG(-S)
ORIG
P
P/L
PACP
PC(-S)
PCC
PCCP
PCO
PCOTG
PE
PERC
PERF
PF
PI
PM
POT
PP
PR
PRESS
PROP
PROT
PRV
PSF
PSI
PSL
PSTA
PSV
PT(-S)
PVC
PVI
PVMT
PVT
PW
PWR
PWWF
R, RAD
R/W
RCCP
RCP
RD
RED
REGULAT(-E, -OR, -ION, -ING)
REINFORC(-E, -ED, -ING, -EMENT)
REQUIRED
REQUIREMENT
RESILIENT
RESERVOIR
ROOM
ROUND
REVERSE OSMOSIS
REDUCED PRESSURE PRINCIPLE
RAILROAD
RIGHT TURN
ROUTE
RETURN
SEWER, SOUTH
SIDEWALK
SUPERVISORY CONTROL AND
DATA ACQUISITION
SCHEDULE
STORM DRAIN
STORM DRAIN MANHOLE
SOUTHEAST
SECTION
SIGNAL
SHEET
SIDE INLET
SIMILAR
SPACE(-S, -D)
SPECIFICATION(-S)
SQUARE
SQUARE FEET
SQUARE MILES
STAINLESS STEEL, SANITARY SEWER
STREET
STATION
STANDARD(-S)
STEEL
STEAM
STRUCTUR(-E, -AL)
SUPPORT(-S)
SURFACE
SOUTHWEST
SYMMETRICAL
SYSTEM
TOP AND BOTTOM
TOP OF CONCRETE
TOP OF PAVEMENT
TOP OF STEEL
TOP OF WALL
TYPE ______ PIPE
TYPE ______ SUPPORT
TANGENT(-IAL)
TEMPORARY BENCHMARK, TUNNEL
BORING MACHINE
TOTAL DYNAMIC HEAD
TELEPHONE
TEMPERATURE, TEMPORARY
THICK(-ENED, -ENER, -NESS)
THROUGH
TANK
TOPOGRAPHY
TOTAL, TOTALIZE(R)
TEST PIT
TREATMENT
TYPICAL
UNDERDRAIN
ULTRAFILTRATION
UNDERGROUND
UNKNOWN
ULTRAVIOLET
VARIES, VARIABLE
VERTICAL CURVE
VITRIFIED CLAY PIPE
VERTICAL
VARIABLE FREQUENCY DRIVE (AC)
VERIFY IN FIELD
VOLUME
VERTICAL POINT OF INTERSECTION
VENT
VERTICAL TURBINE PUMP
VENT TO ROOF
WIDE, WIDTH, WELDED, WEST
WITH
WITHOUT
WATER BAR
WALL CLEANOUT
WOOD
WATER MANHOLE
WATERPROOF
WATER SURFACE
WELDED STEEL PIPE
WATERSTOP
WEIGHT
WATER TREATMENT PLANT
WATER
WATER VALVE
WASTEWATER
WELDED WIRE FABRIC
WELDED WIRE MESH
WASTEWATER TREATMENT PLANT
TRANSFORMER
YARD
YEAR
REG
REINF
REQD
REQT
RESIL
RESV
RM
RND
RO
RPP
RR
RT
RTE
RTN
S
S/W
SCADA
SCH
SD
SDMH
SE
SECT
SGNL
SHT
SI
SIM
SPC(-S, -D)
SPEC(-S)
SQ
SQ FT
SQ MI
SS
ST
STA
STD(-S)
STL
STM
STRC
SUPP
SURF
SW
SYM
SYS
T&B
T/C
T/P
T/S
T/W
T-_-P
T-_-S
TAN
TBM
TDH
TEL
TEMP
THK
THRU
TNK
TOPO
TOT
TP
TRTMT
TYP
UD
UF
UG
UNKN
UV
VAR
VC
VCP
VERT
VFD
VIF
VOL
VPI
VT
VTP
VTR
W
W/
W/O
WB
WCO
WD
WMH
WP
WS
WSP
WSTP
WT
WTP
WTR
WV
WW
WWF
WWM
WWTP
XFMR
YD
YR
RECORD DRAWING REFERENCE NOTES
SITE FEATURES AND UTILITIES SHOWN ON SHEET C-1, C-4, AND C-5 WERE TRACED FROM RECORD DRAWINGS (ASBUILT FOR
"CONSTRUCTION PLANS FOR POINSETTIA SEWAGE LIFT STATION UPGRADE" DATED MAY 2007, AND APPROVED ON 6-14-07) AND
SUPPLEMENTED WITH INFORMATION FROM RECORD DRAWINGS (ASBUILT FOR "PLANS FOR THE CONSTRUCTION OF THE
POINSETTIA SEWAGE LIFT STATION IN THE CARLSBAD MUNICIPAL WATER DISTRICT" AS-BUILT DATED 6/18/99).
SURFACE FEATURES AND UTILITIES PROVIDED AS REFERENCE FOR CONSTRUCTION ALL LOCATIONS TO BE FIELD VERIFIED.
SPOT ELEVATIONS SHOWN ON C-5 WERE TRACED FROM RECORD DRAWINGS (ASBUILT FOR "PLANS FOR THE CONSTRUCTION OF
THE POINSETTIA SEWAGE LIFT STATION IN THE CARLSBAD MUNICIPAL WATER DISTRICT" AS-BUILT DATED 6/18/99).
CONTOUR SHOWN ON SHEET C-5 WERE TRACED FROM RECORD DRAWINGS (ASBUILT FOR "CONSTRUCTION PLANS FOR
POINSETTIA SEWAGE LIFT STATION UPGRADE DATED MAY 2007, AND APPROVED ON 6-14-07) CONTAINING THE FOLLOWING
SOURCE OF TOPOGRAPHY. CONTOURS PROVIDED AS REFERENCE FOR CONSTRUCTION ALL ELEVATIONS TO BE FIELD VERIFIED.
PIPING
1.THESE NOTES ARE GENERIC IN NATURE. PROJECT SPECIFIC NOTES ON FOLLOWING DRAWINGS
TAKE PRECEDENCE.
2.THE CONTRACTOR SHALL COMPLY WITH THE STATE DEPARTMENT OF HEALTH SERVICES
CRITERIA FOR THE SEPARATION BETWEEN WATER MAINS, NON-POTABLE WATER UTILITIES, AND
SEWER.
3.INSTALL WATER, STORM, AND SEWER PIPELINES WITH A MINIMUM OF 36 INCHES OF COVER,
UNLESS OTHERWISE NOTED.
4.PRIOR TO SUBMITTAL OF PIPE SHOP DRAWINGS, VERIFY THE INVERT ELEVATIONS, ALIGNMENT,
OUTSIDE DIAMETER, LOCATION, AND MATERIAL OF ALL EXISTING PIPELINES TO WHICH NEW
PIPELINES WILL BE CONNECTED.
5.PIPE STATIONING REPRESENTS THE HORIZONTAL PROJECTION OF THE PIPE CENTERLINE
BETWEEN MANHOLES, POINTS OF INFLECTION, AND/OR CENTER OF FITTINGS.
6.RESTRAIN ALL PIPE, FITTINGS, FLEXIBLE CONNECTORS, AND/OR FLANGED COUPLING ADAPTERS
UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES
SPECIFIED.
7.LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL EXPOSE EXISTING
PIPE(S) OR STRUCTURE(S) TO WHICH NEW PIPE(S) IS/ARE CONNECTING. VERIFY EXACT
LOCATION, SIZE, MATERIALS, AND INVERT ELEVATIONS PRIOR TO SUBMITTING PIPE DRAWINGS.
8.PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED.
9.USE CAUTION WHEN WORKING IN PROXIMITY TO GAS. NOTIFY UTILITY COMPANY WHEN WORKING
WITHIN THE VICINITY, AND FOLLOW UTILITY SAFETY GUIDELINES AND OSHA REQUIREMENTS.
HAND DIG ALL CONSTRUCTION WITHIN 5 FEET HORIZONTALLY OF ANY GAS MAIN.
10.USE CAUTION WHEN WORKING IN PROXIMITY TO OVERHEAD ELECTRICAL LINES. FOLLOW
ELECTRICAL UTILITY SAFETY GUIDELINES AND OSHA REQUIREMENTS.
11.CROSSING PIPELINES SHOWN IN PROFILE REPRESENT OUTSIDE DIAMETER UNLESS OTHERWISE
NOTED.
12.ORIENT ECCENTRIC MANHOLE(S) SUCH THAT THE LID IS OUTSIDE OF WHEEL PATH.
13.COORDINATES LOCATING MANHOLES ARE TO THE CENTER OF THE STRUCTURE.
14.SIZE OF FITTING SHOWN ON THE DRAWINGS CORRESPONDS TO THE ADJACENT STRAIGHT RUN
OF PIPE, UNLESS OTHERWISE NOTED. MATCH TYPE OF JOINT AND FITTING MATERIAL TO
ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE NOTED.
15.PIPE HANGER AND SUPPORT LOCATIONS SHOWN ARE APPROXIMATE. FINAL PIPE SUPPORT
LOCATIONS SHALL BE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER
PRIOR TO INSTALLATION.
16.NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE APPROXIMATE. PROVIDE UNIONS
NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT.
17.COORDINATE AND PERFORM CONNECTIONS TO THE WORK OF OTHER CONTRACTORS, IF
APPLICABLE.
GRADING
1.ADJUST VALVE BOXES, PULL BOXES, VAULTS, AND MAHOLES TO FINISHED GRADES AND SLOPES
SHOWN ON CIVIL GRADING DRAWINGS UNLESS OTHERWISE SHOWN OR SPECIFIED. MANHOLES IN
OPEN FIELDS SHALL BE SET ONE FOOT ABOVE GRADE. APPROXIMATE RIM ELEVATIONS ARE
SHOWN ON DRAWINGS.
2.GRADES SHOWN ARE TO TOP OF THE FINISHED SURFACE UNLESS OTHERWISE NOTED.
DEMOLITION
1.DEMOLITION EXTENTS INDICATED IN DRAWINGS ARE THE MINIMUM REQUIRED TO COMPLETE THE
WORK. EXTENTS OF DEMOLITION REFLECTED IN THE CONTRACTOR'S BID SHALL INCORPORATE
DEMOLITION MEANS AND METHODS.
2.PROVIDE COORDINATES OF ABANDONED UTILITIES IN THE RECORD DRAWINGS.
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
JOSE A. CUEVAS
No. C63541
Exp. 9/30/24
C I V I L
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Pl
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0
2
3
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:
4
7
P
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CIVIL ABBREVIATIONS AND NOTES
C-1
EA
JC
PT
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
CORROSION CONTROL SYMBOLS
EROSION CONTROL SYMBOLS
EXISTING FEATURES PIPING AND UTILITIESTOPOGRAPHY AND MAPPING SYMBOLSGEOTECHNICAL SYMBOLS ROADWORK AND PAVING
STRUCTURES
SLOPE ON PAVED SURFACE OR PIPE
BERM SLOPE (HORZ TO VERT)
S=0.012
3:1
P/L P/L
R/W R/W
125 MAJOR CONTOURS
MINOR CONTOURS
TOP OF SLOPE
TOE OF SLOPE
PROPERTY LINE
RIGHT-OF-WAY LINE
GRADE BREAK
RIDGE LINE
EASEMENT LINE
TEMPORARY EASEMENT LINE
R
ESMT
ESMT
TRAIL OR DIRT ROAD
FLOW LINE
FLOOD HAZARD AREA
EDGE OF WETLANDS
RAILROAD
GUARDRAIL (PERMANENT)
VEGETATION
WELL
G
BLOWOFF
(IN PLAN) LOCATE ON SIDE SHOWN
BLOWOFF
(IN PROFILE)
FIRE HYDRANT
(IN PLAN)
MH MANHOLE
(IN PLAN)
CLEANOUT TO GRADE
(IN PLAN)
SOIL BORING LOCATION
TEST PIT LOCATION
MONITORING WELL
RIPRAP
HAY BALE/STRAW WATTLE
SILT FENCE
ELECTROLYSIS TEST STATION
CATHODIC TEST STATION
CATS
IJTS
FPTS
CSTS
CORROSION TEST STATION
CASING TEST STATION
INSULATING JOINT TEST STATION
FOREIGN PIPELINE TEST STATION
CURRENT SPAN TEST STATION
FENCE (CHAIN LINK)
FENCE (WOOD)
STRUCTURE
STRUCTURE (BELOW GRADE)
BENCH MARK
SITE COORDINATES
(SEE TABLE ON DRAWINGS)
SITE COORDINATESN XXXXXX.XX
E XXXXXX.XX
CONTROL POINT
FINISHED ELEVATION/GRADE
EXISTING ELEVATION/GRADE
ASPHALT
(IN PLAN AND SECTION)
CONCRETE CURB
CONCRETE CURB AND GUTTER
DRIVEWAY/ACCESS RAMP
GENERAL CIVIL SYMBOLS
DROP INLET CATCH BASIN
NOTES:
1.PAVING PATTERNS MAY ONLY APPEAR IN PORTIONS OF PAVED
AREAS TO DEFINE LIMITS OF PAVING.
2.SEE ALSO GENERAL LEGEND FOR ADDITIONAL PAVING PATTERNS.
AV/AR VALVE
(IN PLAN) LOCATE ON SIDE SHOWN
AV/AR VALVE
(IN PROFILE)
POWER POLE
FG XXX.XX
EG XXX.X
TEMPORARY
NATURAL GAS
GUY LINE AND ANCHOR
MONUMENT
SITE OR RETAINING WALL
PROTECTIVE BARRIER
PROTECTIVE BARRIER
(REMOVABLE)
EXISTING UTILITIES
FENCE (SWING GATE)
124
LIMITS OF EXCAVATION
CONTROL SYMBOLS
TREE (SIZE AND TYPE)
HPG HIGH PRESSURE GAS
LPG LIQUID PETROLEUM
W WATER LINE
PW POTABLE WATER
FIRE FIRE SUPPLY WATER
REW RECLAIMED WATER
UW UTILITY/NON-POTABLE WATER
IRR IRRIGATION WATER
SDR STORM DRAIN
SS SANITARY SEWER
STM STEAM
TEL TELEPHONE
COMM COMMUNICATIONS LINE
FOC FIBER OPTIC CABLE
CATV CABLE TV
E POWER
UNK UNIDENTIFIED
ABND ABANDONED UTILITY
M
B
T
C
HR
W
BFP
BM-XX
#
CTS
T
CO
ETSETS
FH
TP-#
MW
CO
MAILBOX
TRAFFIC SIGNAL BOX OR POLE
SIGN
TELEPHONE BOX
COMMUNICATION/CATV BOX
HOSE BIBB
HOSE RACK
WATER BOX/METER
BACKFLOW PREVENTER
#
WELDED WIRE FABRIC
(IN SECTION)
CURVE DATA
(SEE TABLE ON DRAWINGS)X
PROPOSED FEATURES
+-LIMITS OF GRADING
LID
FLARED END SECTION
MH
LID
MH
LID
MANHOLE OR VAULT
FH FIRE HYDRANT
SURFACE FLOW DIRECTION
DESCRIPTION
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
JOSE A. CUEVAS
No. C63541
Exp. 9/30/24
C I V I L
Us
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/
2
0
2
3
3
:
4
7
P
M
6
CIVIL LEGEND
C-2
EA
JC
PT
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
ESMT
ESMT
ESM
T
ESMT
ESMT
ESMT
ESMT
ESMT
ESMT
ESMT
ESMT
ESMT
ESM
T
ESMT
ESMT
ESMT
ESMT
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/
L
P/L
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
JOSE A. CUEVAS
No. C63541
Exp. 9/30/24
C I V I L
Us
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2
3
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:
4
8
P
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C-3
EA
JC
PT
SITE PLAN
GENERATOR / CHEMICAL
STORAGE BUILDING
CONTROL /PUMP
BUILDING
ODOR CONTROL
SYSTEM
POINSE
T
T
I
A
L
A
N
E
4' DIAMETER
SURGE TANK
EDGE OF
PAVEMENT
25'±
AC ACC
E
S
S
ROAD
GATE
GATE
22'±
AC ACCESS
R
O
A
D
MANHOLE (TYP)
PROPERTY
LINE
20
'
V
A
L
L
E
C
I
T
O
S
WA
T
E
R
D
I
S
T
R
I
C
T
EA
S
T
M
E
N
T
FLOW METER AND
EMERGENCY BYPASS
CONNECTION VAULT
LOCAL
CONTROL POINT
19'x8' TRAILER MOUNTED
BYPASS PUMP
SECONDARY BYPASS
LINE CONNECTION
BOLLARDS (TYP)
FENCE (TYP)
CIVIL PROJECT AREA
SEE SHEETS C-4 AND C-5
SWALE
0
1"=10'
10 20
TRANSFORMER
PAD
OVERALL SITE PLAN
AND KEY MAP
APPROXIMATE
SQ FT: 1272
APPROXIMATE
SQ FT: 1788
SEE NOTE 1
SEE NOTE 1
1.POTENTIAL CONTRACTOR STAGING AREAS. TO BE COORDINATED
WITH CITY PRIOR TO USE. PROTECT ALL EXIST. ITEMS ADJACENT
TO CONTRACTOR STAGING AREAS.
GENERAL SHEET NOTES
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
P/L
P/L
P/L
P/L
P/L
UW
UW
UW
UW
W
W
W
W
PW
PW
PW
PW
PW
PW
P/L
P/L
P/L
P/L
P/L
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
JOSE A. CUEVAS
No. C63541
Exp. 9/30/24
C I V I L
Us
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:
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P
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CIVIL DEMO AND SITE PLAN
C-4
EA
JC
PT
DEMO PLAN
GENERATOR / CHEMICAL
STORAGE BUILDING
CONTROL /PUMP
BUILDING
16"
A
I
R
P
I
P
I
N
G
8" A
I
R
P
I
P
I
N
G
4" PV
C
D
R
A
I
N
P
I
P
E
1" CO
P
P
E
R
P
L
A
N
T
W
A
T
E
R
L
I
N
E
1/2" S
C
H
8
0
P
V
C
C
H
E
M
I
C
A
L
F
E
E
D
P
I
P
I
N
G
1-1/4
"
C
O
P
P
E
R
P
O
T
A
B
L
E
W
A
T
E
R
L
I
N
E
12"
D
.
I
.
P
.
F
O
R
C
E
M
A
I
N
COND
U
I
T
S
ODOR CONTROL
SYSTEM
SITE PLAN
GENERATOR / CHEMICAL
STORAGE BUILDING
ODOR CONTROL
SYSTEM1" P
W
PROTECT
CONCRETE SWALE
PROTECT 16" AIR
PIPING TOP 102.97
PROTECT 1" RISERS,
WALL MOUNTED
HOSE RACK AND
HOSE BIBB
SAWCUT AND REMOVE
AC PAVEMENT AND BASE
FOR NEW DUCT AND PAD
5'-2
"
21'
-
1
"
4'-2"
26
'
-
3
"
5'-2
"
BEGIN DEMO 1"
PLANT WATER
END DEMO OF 1"
PLANT WATER
0
1"=5'
5 10 0
1"=5'
5 10
4'-2
"
26
'
-
9
"
3'-0"
2'-0"
JO
I
N
E
X
I
S
T
JO
I
N
E
X
I
S
T
ASPHALT PAVING
MATCH EXIST AC THICKNESS
AND BASE THICKNESS
5'-2
"
3'-6"
CONDUIT
S
2'-0
"
B
PROTECT
CONDUITS
A
DEMO PORTION OF
WALL MOUNTED
DOWNSPOUT
PROTECT 8"
AIR PIPING
PROTECT
CONDUITS
C-6
1
E-10
1
C-6
2
C-6
3 DOOR MODIFICATION
DOWNSPOUT
6"MANUAL TRANSFER
SWITCH (MTS) PAD
SHEET KEYNOTES
A.REMOVE AND SALVAGE WALL MOUNTED DOOR STOP. RETURN TO
OWNER
B.IF REQUIRED, REMOVE 1" PLANT WATER FOR INSTALLATION OF
ELEC DUCT. PROTECT 1" RISER TO WALL MOUNTED HOSE RACK
DURING CONSTRUCTION.
1.CONSTRUCTION AND DEMOLITION OPERATIONS SHALL
INCORPORATE SALVAGE AND/OR RECYCLING OF MATERIALS IN
ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS
CODE, AS ADOPTED BY THE CITY OF CARLSBAD.
GENERAL SHEET NOTES
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
P/L
P/L
P/L
P/L
P/L
UW
UW
UW
UW
W
W
W
W
PW
PW
PW
PW
PW
PW
P/L
P/L
P/L
P/L
P/L
106.5
106
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
JOSE A. CUEVAS
No. C63541
Exp. 9/30/24
C I V I L
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2
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3
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4
8
P
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CIVIL GRADING AND UTILITY PLAN
C-5
EA
JC
PT
UTILITY PLAN
GENERATOR / CHEMICAL
STORAGE BUILDING
16"
A
I
R
P
I
P
I
N
G
8" A
I
R
P
I
P
I
N
G
4" PV
C
D
R
A
I
N
P
I
P
E
1" CO
P
P
E
R
P
L
A
N
T
W
A
T
E
R
L
I
N
E
1/2" S
C
H
8
0
P
V
C
C
H
E
M
I
C
A
L
F
E
E
D
P
I
P
I
N
G
1-1/4
"
C
O
P
P
E
R
P
O
T
A
B
L
E
W
A
T
E
R
L
I
N
E
12"
D
.
I
.
P
.
F
O
R
C
E
M
A
I
N
COND
U
I
T
S
ODOR CONTROL
SYSTEM
GRADING PLAN
GENERATOR / CHEMICAL
STORAGE BUILDING
FF=107.0
CONTROL /PUMP
BUILDING
ODOR CONTROL
SYSTEM
1P
W
106
106.86
106.51 FL
106.10 FL
106.23 FL
0
1"=5'
5 10 0
1"=5'
5 10
MANUAL TRANSFER
SWITCH (MTS) PAD
SEE NOTE 1
MATCH
EXIST ELEV.
MATCH EXIST
ELEV 106.85
MATCH EXIST
ELEV 106.79
5'-0"
1'-7"
3'-1"E-10
1
PROTECT 16" AIR
PIPING TOP EL 102.97
1" COPPER PLANT
WATER LINE
INSTALL 4'-3"
CONDUITS
JOIN EXIST 1" PLANT
WATER LINE W/ 45° BEND
MATCH EXIST ELEV
JOIN EXIST 1" PLANT
WATER LINE W/ 1"x1"x1"
TEE MATCH EXIST ELEV
JOIN EXIST CONCRETE ENCASED
DUCTBANK CONDUITS TOP OF
DUCT ESTIMATED AT 104.0. FIELD
VERIFY
7'-3
"
MA
T
C
H
E
X
I
S
T
45° BEND MATCH
EXIST ELEV
14'
-
1
1
"
PROTECT 8"
AIR PIPING
PROTECT
CONDUITS
CONDUITS
MATCH
EXIST ELEV.
MATCH
EXIST ELEV.
1'-3
"
MA
T
C
H
E
X
I
S
T
A
1.FIELD VERIFY EXIST GRADE AT PAD LOCATION. TOP OF PAD SHALL
BE 2" ABOVE EXIST GRADE. SEE STRUCTURAL DETAIL S-3342 FOR
PAD DETAIL.
GENERAL SHEET NOTES
SHEET KEYNOTES
A.INSTALL REMOVED 1" PLANT WATER WITH REVISE ELEVATIONS AS
REQUIRED TO AVOID CONFLICT WITH ELEC DUCT. RECONNED TO
EXIST 1" RISER TO WALL MOUNTED HOSE RACK AND TO EXIST 1"
PLANT WATER.
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
PROTECT
HOSE RACK
PROTECT
VENT
MATCH
EXISTING
REPLACE DOOR LABEL AS
REQUIRED WITH SAME FONT
AND DESCRIPTION
DOOR JAMBS
DOOR SWING
DIRECTION
DOORKNOB
C-4
3 DOOR MODIFICATION DETAIL
SCALE: NTS
GENERATOR/CHEMICAL STORAGE BUILDING
C-4
1 DOWNSPOUT DEMOLITION DETAIL
SCALE: NTS
GENERATOR/CHEMICAL STORAGE BUILDING
C-4
2 DOWNSPOUT MODIFICATION DETAIL
SCALE: NTS
GENERATOR/CHEMICAL STORAGE BUILDING
CLEANLY
SAWCUT
REMOVE
DOWNSPOUT
ANCHORS
PROTECT
UTILITIES AND
BRACKETS
PROTECT VENT
JOIN TO REMAINING
DOWN SPOUT
INSTALL TRANSITION
DOWNSPOUT PIECE
INSTALL
DOWNSPOUT AND
ANCHORS TO
BUILDING
DOOR STOP SEE
DEMO PLAN C-4
C
A
D
B
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
JOSE A. CUEVAS
No. C63541
Exp. 9/30/24
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CIVIL DETAILS
C-6
EA
JC
PT
1.DOWNSPOUT AND DOOR TO MATCH EXISTING MATERIALS,
FINISHES, AND PAINTED TO MATCH EXISTING.
2.PATCH ANY HOLES ON GENERATOR/CHEMICAL STORAGE BUILDING
WITH CONCRETE TO MATCH EXISTING COLORS AND TEXTURE.
3.PROVIDE ATTACHMENTS TO BUILDING WALL AS REQUIRED. SEE
STRUCTURAL SHEETS FOR ADDITIONAL NOTES.
4.UPON COMPLETION OF DOWNSPOUT INSTALLATION CONDUCT
WATER FLOW TEST IN PRESENCE OF ENGINEER AND/OR OWNER
TO ENSURE NO LEAKS ALONG DOWN SPOUTS ARE DETECTED.
GENERAL SHEET NOTES
A.REMOVE EXISTING RIGHT-HAND REVERSE DOOR, DOOR FRAME
AND FINISH HARDWARE IN THEIR ENTIRETY. PREPARE ROUGH
OPENING READY TO RECEIVE NEW DOOR AND DOOR FRAME
ASSEMBLY.
B.PROVIDE AND INSTALL NEW LEFT-HAND REVERSE GALVANNEALED
DOOR AND DOOR FRAME IN EXISTING ROUGH OPENING. FIELD
VERIFY SIZE PRIOR TO ORDERING. PROVIDE NEW DOOR
HARDWARE TO MATCH EXISTING REMOVED HARDWARE FROM
ORIGINAL DOOR (INCLUDE DOOR CLOSER WITH HOLD OPEN ARM.
DO NOT REUSE EXISTING REMOVED DOOR HARDWARE).
FUNCTION AND FINISH TO MATCH EXISTING, FIELD VERIFY. PAINT
NEW DOOR AND DOOR FRAME WITH EXTERIOR SEMI-GLOSS LATEX
ENAMEL. COLOR TO MATCH EXISTING, FIELD VERIFY.
C.EXISTING DOWNSPOUT WITH BOTTOM ELBOW TURNOUT AT EAST
CORNER OF NORTH WALL TO BE REMOVED/SALVAGED/RELOCATED
TO NORTH CORNER OF EAST WALL. ROUGHLY 12” OF DOWNSPOUT
LEADER FROM EXISTING GUTTER TO REMAIN.
D.PROVIDE TRANSITION DOWNSPOUT PIECE OF SAME SIZE, PROFILE,
AND COLOR FROM REMAINING LEADER TO TOP OF DOWNSPOUT
AT NEW LOCATION. PROVIDE STRAPS (TO MATCH EXISTING) AS
REQUIRED FOR SECURED FASTENING OF DOWNSPOUT TO WALL.
SHEET KEYNOTES
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
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ABBREVIATIONS
FOOT, FEET
INCH, INCHES
NUMBER
PERCENT
AND
AT
APPROXIMATELY
LESS THAN
EQUALS
GREATER THAN
AMPERE(-S)
AIR CONDITIONING
ANALOG TO DIGITAL
AUTO/MANUAL
ABANDON(-ED)
ALTERNATING CURRENT
AMPERE FRAME
ARC-FAULT CIRCUIT INTERRUPTER
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
ANALOG INPUT
AMPERES INTERRUPTING CAPACITY
ANNUNCIATOR
ANTENNA
ANALOG OUTPUT
APPROXIMATE(-LY)
ARCHITECT(-URAL)
AMMETER SWITCH
ADJUSTABLE SPEED DRIVE (DC)
AMPERE TRIP
AUTOMATIC TRANSFER SWITCH
AUTOMATIC
AUXILIARY
AMERICAN WIRE GAGE
BATTERY
BARE COPPER
BREAKER
CONDUCTOR, CONTACT
CONSTANT SPEED
CABINET
CALCULATION(S)
CATEGORY
CATCH BASIN
CLOSED-CIRCUIT TELEVISION
CHEMI(-CAL, -STRY)
CLASSIFICATION I, DIVISION 1
CLASSIFICATION I, DIVISION 2
CIRCUIT
CLEAR(-ANCE)
CONTROLLED LOW STRENGTH MATERIAL
CONDUIT ONLY
COAXIAL
COMMON
COMMUNICATION
CONDUIT
CONTROL POWER TRANSFORMER
CONTROL RELAY
CURRENT TRANSFORMER
CONTROL
CUBIC INCH(-ES)
DIRECT CURRENT
DISTRIBUTED CONTROL SYSTEM
DEGREE(-S)
DEGREES CELSIUS
DEGREES FARENHEIT
DEMOLISH
DISCRETE INPUT
DIAMETER
DIAGRAM
DISCONNECT
DISTRIBUTION
DISCRETE OUTPUT
DOUBLE POLE, DOUBLE THROW
DOUBLE POLE, SINGLE THROW
DOOR
DETAIL(-S)
DUPLEX
EFFICIENCY
EFFLUENT
ELECTRIC(-AL)
ELEMENTARY
EMERGENCY
ENCLOSURE
ETHERNET
ENGINEER
ENVIRONMENTAL PROTECTION AGENCY
EQUIPMENT
ESTIMATE(-D)
EMERGENCY STOP
ET CETERA
ELAPSED TIME METER
ELECTRIC UTILITY SERVICE EQUIPMENT
REQUIREMENTS COMMITTEE
EXISTING
EXPANSION
EXTERNAL
FIRE ALARM
FACILIT(-Y, -IES)
FEEDER
FIGURE
FULL LOAD AMPERES
'
"
#
%
&
@
<
=
>
A
A/C
A/D
A/M
ABAN(-D)
AC
AF
AFCI
AFF
AFG
AI
AIC
ANN
ANT
AO
APPROX
ARCH
AS
ASD
AT
ATS
AUTO
AUX
AWG
BATT
BC
BKR
C
C/S
CAB
CALC(S)
CAT
CB
CCTV
CHEM
CID1
CID2
CKT
CLR
CLSM
CO
COAX
COM
COMM
COND
CPT
CR
CT
CTRL
CU IN
DC
DCS
DEG
DEG C
DEG F
DEMO
DI
DIA
DIAG
DISC
DISTR
DO
DPDT
DPST
DR
DTL(-S)
DUP
EFFIC
EFFL
ELEC
ELEM
EMERG
ENCL
ENET
ENGR
EPA
EQPM
EST
E-STOP
ETC
ETM
EUSERC
EXIST
EXP
EXT
FA
FACIL
FDR
FIG
FLA
+-
1.SHEETS E-1 THROUGH E-3 CONTAIN GENERALIZED ABBREVIATIONS AND LEGENDS. THIS CONTRACT
MAY NOT USE ALL INFORMATION SHOWN ON THOSE SHEETS.
2.THE INSTALLATION OF ALL EQUIPMENT, RACEWAYS, CONDUCTORS, AND CABLES SHOWN ON THESE
DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET
FORTH IN THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL
CODES AND UTILITY COMPANY STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
THE UTILITY COMPANY AND VERIFY THEIR REQUIREMENTS.
3.ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING THE PROJECT TO VERIFY THE
SCOPE OF WORK WITH FIELD CONDITIONS. PARTICULAR ATTENTION SHOULD BE GIVEN TO NEW
CONDUIT RUNS IN EXISTING BUILDINGS.
4.NOTIFY THE ENGINEER IMMEDIATELY IN WRITING IF CONFLICTS IN EQUIPMENT LOCATIONS ARE
DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF INFORMATION OR ANY
OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN FAVORABLY
REVIEWED BY THE ENGINEER.
5.CONDUIT ROUTING SHOWN ON PLAN DRAWINGS IS DIAGRAMMATIC ONLY. RACEWAYS SHALL BE
INSTALLED IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT OR STRUCTURAL CONDITIONS.
EXPOSED RACEWAYS SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BEAMS AND WALLS.
REFER ALSO TO THE CONTRACT SPECIFICATIONS.
6.VERIFY THE EXACT LOCATION OF TERMINAL BOXES AND CONDUIT ENTRANCES TO ALL EQUIPMENT
AGAINST APPROVED SHOP DRAWINGS BEFORE STUBBING UP CONDUITS. CONDUIT STUB-UPS SHALL
NOT BE MORE THAN 6 INCHES FROM THE CENTERLINE OF TERMINAL BOXES.
7.CONNECTIONS BETWEEN RIGID CONDUIT AND MOTOR TERMINAL BOXES OR SIMILAR EQUIPMENT
SUBJECT TO VIBRATION SHALL BE FLEXIBLE LIQUID-TIGHT CONDUIT.
8.CONDUITS SHALL BE TERMINATED SO AS TO PERMIT NEAT CONNECTION TO MOTORS AND OTHER
EQUIPMENT.
9.CONDUITS FOR FUTURE EQUIPMENT OR EXTENSIONS SHALL BE TERMINATED AS SHOWN IN THE
DETAILS OR AS SPECIFIED.
10.LOCATIONS OF PULLBOXES ARE APPROXIMATE. COORDINATE EXACT LOCATION IN THE FIELD TO
ENSURE 6 INCHES (MINIMUM) CLEARANCE FROM MECHANICAL PIPING FLOW LINES.
11.ONLY MAJOR PULLBOXES ARE SHOWN. PROVIDE ADDITIONAL PULLBOXES WHERE REQUIRED TO MAKE
A WORKABLE INSTALLATION.
12.PERFORM WORK IN ACCORDANCE WITH THE DETAILS WHETHER OR NOT THEY ARE REFERENCED ON
THE DRAWINGS.
13.VERIFY ALL COLOR REQUIREMENTS BEFORE ORDERING MATERIALS.
14.THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUIT REPRESENT A SUGGESTED
ARRANGEMENT BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT.
MODIFICATIONS ACCEPTABLE TO THE ENGINEER MAY BE MADE BY THE CONTRACTOR TO
ACCOMMODATE EQUIPMENT ACTUALLY PURCHASED. THE BASIC SEQUENCE AND METHOD OF
CONTROL MUST BE MAINTAINED AS INDICATED ON THE DRAWINGS AND/OR SPECIFICATIONS.
15.REFER TO THE MECHANICAL DRAWINGS FOR CERTAIN CONTROL DIAGRAMS, EXACT LOCATIONS OF
MECHANICAL EQUIPMENT, AND FOR CERTAIN CONNECTIONS TO BE MADE TO ELECTRICAL CIRCUITS.
16.CONDUIT SIZE AND FILL SHALL BE AS INDICATED ON THE CONDUIT AND CABLE SCHEDULES. WHERE NO
SIZE IS SHOWN, THE CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE LATEST EDITION OF THE
NATIONAL ELECTRICAL CODE ADOPTED BY THE AUTHORITY HAVING JURISDICTION. MINIMUM CONDUIT
SIZE IS 3/4 INCH, EXCEPT WHERE ENCASED OR BURIED. MINIMUM ENCASED OR BURIED CONDUIT SIZE
IS 1 INCH.
17.PROVIDE EXPANSION OR EXPANSION AND DEFLECTION FITTINGS FOR ALL CONDUIT RUNS CROSSING
EXPANSION JOINTS. REFER TO THE STRUCTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS.
18.PROVIDE 3/16 INCH NYLON PULL ROPE IN EACH EMPTY CONDUIT.
19.FOR LIGHTING AND RECEPTACLE SYSTEMS, ONLY CIRCUIT NUMBERS ARE SHOWN. PROVIDE ALL
NECESSARY CONDUITS, WIRES, FITTINGS, JUNCTION BOXES AND NECESSARY COMPONENTS SHOWN
OR NOT SHOWN ON THE DRAWINGS, TO MAKE THE ELECTRICAL INSTALLATION COMPLETE AND
OPERATIONAL. SIZE CONDUITS AND WIRING IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE.
ALL CONDUIT RUNS SHALL BE CONCEALED UNLESS INDICATED OTHERWISE. CIRCUIT LOADING SHALL
BE AS INDICATED IN THE PANEL SCHEDULES. ALL LIGHTING AND RECEPTACLE CIRCUITS SHALL
INCLUDE GROUND WIRE.
20.MOUNT LUMINAIRES ACCORDING TO THE MOUNTING HEIGHT GIVEN ON THE DRAWINGS, WITH THE
DISTANCE BEING MEASURED FROM THE BOTTOM OF THE LUMINAIRE TO THE FINISHED FLOOR.
PROVIDE APPROPRIATE BRACKETS AND HARDWARE FOR MOUNTING.
21.ALL RECEPTACLES IN OUTDOOR AND ANTICIPATED WET AREAS SHALL BE GROUND FAULT CIRCUIT
INTERRUPTER RECEPTACLES WITH WEATHERPROOF WHILE IN-USE COVERS.
22.ALL FREE STANDING ELECTRICAL EQUIPMENT AND CONTROL PANELS SHALL BE SET ON CONCRETE
HOUSEKEEPING PADS WITH LEVELING CHANNELS EMBEDDED IN THE PAD.
23.ALL PANELBOARDS SHALL BE MOUNTED SO THAT THE DISTANCE FROM THE CENTERLINE OF THE TOP
CIRCUIT BREAKER OPERATING HANDLE IN THE UPPERMOST POSITION TO THE FINISHED FLOOR SHALL
NOT EXCEED 6'-7".
24.ALL SURFACE MOUNTED PANELS AND PANELBOARDS ON THE INTERIOR OF EXTERIOR WALLS ABOVE
GRADE OR IN OTHER LOCATIONS CONSIDERED DAMP OR WET SHALL BE MOUNTED SO AS TO MAINTAIN
A 1/4 INCH (MINIMUM) AIR SPACE BETWEEN THE ENCLOSURE AND THE WALL.
25.PROVIDE LOCKOUTS IN STRICT ACCORDANCE WITH OWNER'S REQUIREMENTS.
26.REFER TO THE SINGLE LINE DIAGRAMS, EQUIPMENT ELEVATIONS, PANELBOARD SCHEDULES, AND
COMPONENT/DEVICE LABELS IN THE CONTROL SCHEMATICS FOR NAMEPLATE INFORMATION. SEE THE
CONTRACT SPECIFICATIONS FOR NAMEPLATE SIZE, COLOR, MATERIAL, AND PLACEMENT
REQUIREMENTS.
27."NORMAL" STATUS OF SWITCHES OR CONTACTS SHOWN IN CONTROL SCHEMATICS IS THE SHELF
POSITION.
28.POLLUTION CONTROL LIMITS FOR THE SELECTION OF FINISH MATERIALS SHALL BE IN ACCORDANCE
WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, AS ADOPTED BY THE CITY OF CARLSBAD.
FLEXIBLE
FIBER OPTIC
FREQUENCY
FOOT, FEET
FUSE
FUTURE
FULL VOLTAGE, NON REVERSING
FULL VOLTAGE, REVERSING
FORWARD
GROUND (ELECTRICAL)
GRANULAR ACTIVATED CARBON
GALLON(-S)
GROUND-FAULT CIRCUIT INTERRUPTER
GROUND
GALVANIZED RIGID STEEL
HIGH, HEIGHT
HEAT DETECTOR
HIGH DENSITY POLYETHYLENE
HANGER
HANDHOLE
HUMAN MACHINE INTERFACE
HAND-OFF-AUTOMATIC
HAND-OFF-REMOTE
HORSEPOWER
HOUR(-S)
HEATER
HEATING, VENTILATING, AND
AIR CONDITIONING
HERTZ (CYCLES PER SECOND)
INSTRUMENTATION AND CONTROL
INPUT/OUTPUT
INSTITUTE OF ELECTRICAL AND
ELECTRONICS ENGINEERS
INDICATING LIGHT
INCH(-ES)
INSTANTANEOUS
INSTRUMENT(-ATION)
INTERNET PROTOCOL
INFRARED
INTRINSICALLY SAFE
INTERNATIONAL SOCIETY OF
AUTOMATION
ISOLAT(-E, -ION)
INTRINSICALLY SAFE RELAY
JUNCTION BOX
KILOAMPERE(-S)
THOUSANDS OF CIRCULAR MILS
KILOHERTZ
KILOVOLT(-S)
KILOVOLT-AMPERE(-S)
KILOVOLT-AMPERE(-S) REACTIVE
KILOVOLT-AMPERE REACTIVE HOUR(-S)
KILOWATT(-S)
KILOWATT HOUR(-S)
LENGTH, LINE
LIGHTNING ARRESTER
LOCAL AREA NETWORK
POUND(-S)
LOCAL CONTROL PANEL
LOCAL CONTROL STATION
LOWER EXPLOSIVE LIMIT
LOCATION
LOCAL-OFF-REMOTE
LOCK-OUT, TAG-OUT
LIGHTING PANELBOARD
LOCAL-REMOTE
LIMIT SWITCH
LIGHT
LIGHTING
LOW VOLTAGE
MILLIAMPERE(-S)
MAXIMUM
MAIN CIRCUIT BREAKER
MOTOR CONTROL CENTER
MOTOR CIRCUIT PROTECTOR
MECHANICAL
MANUFACTURER
MANHOLE
MEGAHERTZ
ONE-THOUSANDTH OF AN INCH
MINIMUM, MINUTE(-S)
MISCELLANEOUS
MAIN LUGS ONLY
MULTIMODE
MAXIMUM OVERCURRENT PROTECTION
MODIF(-Y, -ICATIONS)
MOTOR OPERATED VALVE
MOUNT(-ED, -ING)
MOTOR
MANUAL TRANSFER SWITCH
MEDIUM VOLTAGE
NORTH, NEUTRAL
NOT APPLICABLE
SODIUM HYPOCHLORITE
SODIUM HYDROXIDE
NORMALLY CLOSED
NATIONAL ELECTRICAL CODE (NFPA 70)
NATIONAL ELECTRICAL CONTRACTORS
ASSOCIATION
FLEX
FO
FREQ
FT
FU
FUT
FVNR
FVR
FWD
G
GAC
GAL
GFCI
GND
GRS
H
HD
HDPE
HGR
HH
HMI
HOA
HOR
HP
HR(S)
HTR
HVAC
HZ
I&C
I/O
IEEE
IL
IN
INST
INSTR
IP
IR
IS
ISA
ISO
ISR
JB
KA
KCMIL
KHZ
KV
KVA
KVAR
KVARH
KW
KWH
L
LA
LAN
LB(-S)
LCP
LCS
LEL
LOC
LOR
LOTO
LP
L-R
LS
LT
LTG
LV
mA
MAX
MCB
MCC
MCP
MECH
MFR
MH
MHZ
MIL(-S)
MIN
MISC
MLO
MM
MOCP
MOD(-S)
MOV
MT(-D, -G)
MTR
MTS
MV
N
N/A
NAOCL
NAOH
NC
NEC
NECA
NATIONAL ELECTRICAL MANUFACTURER'S
ASSOCIATION
INTERNATIONAL ELECTRICAL TESTING
ASSOCIATION
NOT FOR CONSTRUCTION
NATIONAL FIRE PROTECTION
ASSOCIATION
AMMONIA
NOT IN CONTRACT
NORMALLY OPEN, NUMBER
NORMAL
NOT TO SCALE
OPEN/CLOSE
OZONE
OPEN DRIP PROOF
OWNER FURNISHED, CONTRACTOR
INSTALLED
OPERATOR INTERFACE TERMINAL
THERMAL OVERLOAD RELAY
ORIGINAL
OPEN/STOP/CLOSE
OVER TEMPERATURE
POLE
PUBLIC ADDRESS
PULLBOX, PUSHBUTTON
PIECE(-S), PHOTOCELL
POINT OF COMMON COUPLING
PHOTOELECTRIC
POWER FACTOR
POWER FACTOR RELAY
PHASE
PROGRAMMABLE LOGIC CONTROLLER
POWER MONITOR
PANEL
PANELBOARD
POWER OVER ETHERNET
POWER POLE
PRIMARY
PRESSURE RELIEF VALVE, PRESSURE
REDUCING VALVE
POWER SUPPLY
POTENTIAL TRANSFORMER
POLYVINYL CHLORIDE
POWER
RADIUS
RECEPTACLE
REPEAT CYCLE TIMER
REMOTE INPUT/OUTPUT
ROOM
REMOTE
REVOLUTIONS PER MINUTE
RESET
RESET TIMER
REMOTE TELEMETRY UNIT
REDUCED VOLTAGE, SOLID STATE
START/STOP
SUPERVISORY CONTROL AND
DATA ACQUISITION
SILICON CONTROLLED RECTIFIER
SMOKE DETECTOR
SECONDARY
SERVICE ENTRANCE RATED
SIGNAL
SHIELDED
SHEET
SINGLEMODE
SET POINT
SURGE PROTECTIVE DEVICE
SINGLE POLE, DOUBLE THROW
SPECIFICATION(-S)
STAINLESS STEEL, SOLID STATE
SHORTING TERMINAL BLOCK
STANDARD(-S)
STEEL
SHIELDED TWISTED PAIR
STRUCTUR(-E, -AL)
SWITCHBOARD
SWITCHGEAR
SYNCHRONIZING
TIME(-R)
TERMINAL BLOCK
TRAY CABLE
TRANSMISSION CONTROL PROTOCOL
TOTALLY ENCLOSED FAN COOLED
TELEPHONE
TEMPERATURE, TEMPORARY
TOTALLY ENCLOSED NON-VENTILATED
THROUGH
TOTAL, TOTALIZE(R)
THERMOSTAT
TYPICAL
UNDERGROUND
UNDERWRITERS LABORATORIES
UNKNOWN
UNINTERRUPTIBLE POWER SUPPLY
UNSHIELDED TWISTED PAIR
ULTRAVIOLET
VOLTS
VARIABLE SPEED
VOLT-AMPERES
NEMA
NETA
NFC
NFPA
NH3
NIC
NO
NORM
NTS
O/C
O3
ODP
OFCI
OIT
OL
ORIG
OSC
OT
P
PA
PB
PC(-S)
PCC
PE
PF
PFR
PH
PLC
PM
PNL
PNLBD
POE
PP
PRI
PRV
PS
PT(-S)
PVC
PWR
R, RAD
RCPT
RCT
RIO
RM
RMT
RPM
RST
RT
RTU
RVSS
S/S
SCADA
SCR
SD
SEC
SER
SGNL
(SH)
SHT
SM
SP
SPD
SPDT
SPEC(-S)
SS
STB
STD(-S)
STL
STP
STRC
SWBD
SWGR
SYNC
T
TB
TC
TCP
TEFC
TEL
TEMP
TENV
THRU
TOT
TSTAT
TYP
UG
UL
UNKN
UPS
UTP
UV
V
V/S
VA
VARIES, VARIABLE, VOLT-AMPERES
REACTIVE
VENDOR CONTROL PANEL
VARIABLE FREQUENCY DRIVE (AC)
VACUUM FAULT INTERRUPTER
VOLTMETER SWITCH
WIDE, WIDTH, WIRE, WATTS, WEST
WITH
WITHOUT
WIDE AREA NETWORK
WATT-HOUR DEMAND METER
WATT-HOUR METER
WEATHERPROOF, WEATHER PROTECTED
WEATHER RESISTANT
WATER TREATMENT PLANT
WATER
WASTEWATER
WASTEWATER TREATMENT PLANT
TRANSFORMER
EXPLOSION PROOF
VAR
VCP
VFD
VFI
VS
W
W/
W/O
WAN
WHDM
WHM
WP
WR
WTP
WTR
WW
WWTP
XFMR
XP
ELECTRICAL NOTES ELECTRICAL DEMOLITION NOTES
1.BIDDING CONTRACTORS SHALL VISIT THE SITE TO ASSESS THE SCOPE OF DEMOLITION, REMOVAL
AND MODIFICATION WORK.
2.ELECTRICAL CONTRACTOR AND THE OWNER SHALL DE-ENERGIZE ALL WIRING PRIOR TO REMOVAL
OF EQUIPMENT, DEVICES, MOTORS INSTRUMENTATION, CONTROL PANELS, ETC. CONTRACTOR
SHALL OBTAIN PRIOR APPROVAL FROM THE OWNER.
3.EXPOSED RACEWAYS: REMOVE CONDUIT, WIRES, AND BOXES. PATCH TO MATCH EXISTING. FINISH
ALL OPENINGS LEFT IN WALLS AND FLOORS.
4.CONCEALED CONDUITS IN THE SLAB: REMOVE EXISTING WIRES TO THE EXTENT POSSIBLE AND
ABANDON CONDUITS IN THE SLAB. CUT CONDUIT FLUSH AND PATCH THE FLOOR TO MATCH
EXISTING.
5.CONTROL PANELS: ELECTRICAL CONTRACTOR SHALL DE-ENERGIZE AND REMOVE ALL CONDUIT
AND WIRE AS DESCRIBED IN NOTES 3 AND 4. CONTRACTOR SHALL REMOVE PANELS AS NOTED ON
THE CONTRACT DRAWINGS.
6.MOTOR CONTROL CENTERS: DISCONNECT AND REMOVE ALL CONDUITS AND WIRING TO EXISTING
STARTERS AND/OR BREAKERS, PANELBOARDS, BRANCH CIRCUITS, INTERLOCKS AND STATUS
WIRING WITHIN MCC.
7.REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL ELECTRICAL DEMOLITION AND
REMOVAL REQUIREMENTS.
8.CONSTRUCTION AND DEMOLITION OPERATIONS SHALL INCORPORATE SALVAGE AND/OR
RECYCLING OF MATERIALS IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS
CODE, AS ADOPTED BY THE CITY OF CARLSBAD.
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
No. E18977
Exp. 12/31/23
11
GENERAL ELECTRICAL
E-1
ABBREVIATIONS AND NOTES
DPH
JRM
-
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
SINGLE LINE DIAGRAM SYMBOLS
PACKAGED EQUIPMENT
LOAD (IN KW OR KVA) AND AMPERES AS INDICATED
LIGHTNING ARRESTOR AND SURGE CAPACITOR
KEY INTERLOCK
DIGITAL INPUT TO PLC/RTU/DCS
SOLID STATE MOTOR PROTECTIVE DEVICE
DIGITAL OUTPUT FROM PLC/RTU/DCS
NORMALLY CLOSED
DIGITAL OUTPUT FROM PLC/RTU/DCS
NORMALLY OPEN
ANALOG INPUT TO PLC/RTU/DCS
4-20 mA (UNLESS INDICATED OTHERWISE)
LOCATION SYMBOL
LEGEND SHOWN ON SCHEMATIC DRAWINGS
ALL DEVICES ARE LOCATED IN THE MCC
UNLESS INDICATED OTHERWISE
ANALOG OUTPUT FROM PLC/RTU/DCS
4-20 mA (UNLESS INDICATED OTHERWISE)
POTENTIAL TRANSFORMER
RATIO AND NUMBER OF PT'S AS INDICATED
CURRENT TRANSFORMER
RATIO AND NUMBER OF CT'S AS INDICATED
ELECTRICAL MOTOR OPERATED VALVE
WITH INTEGRAL REVERSING STARTER
SURGE PROTECTIVE DEVICE
HP
FLA
OL
#
CONTACTOR
NUMBER INDICATES NEMA SIZE
MEDIUM VOLTAGE DRAWOUT CIRCUIT BREAKER
#
*
ETM
5A
X
X
CR#
CR
1 XXXX, XXXX
FS
LS
TS
ZS
TR
TR
TR
TR
52
E-STOP
PS
5
EARTH GROUND CONNECTION
DISCONNECT SWITCH
3 POLE EXCEPT WHERE NOTED
RATING IN AMPERES AS INDICATED
AUTOMATIC OR MANUAL TRANSFER SWITCH
RATING AND CONFIGURATION AS INDICATED
SHUNT TRIP
FUSE
SIZE AS INDICATED
LOW VOLTAGE THERMAL-MAGNETIC CIRCUIT BREAKER
3-POLE EXCEPT WHERE NOTED
X = CIRCUIT NUMBER OR LOCATION (SEE ELEVATION)
POWER OR DISTRIBUTION TRANSFORMER
CONFIGURATION AND RATING AS INDICATED
MOTOR
HORSEPOWER AND FULL LOAD AMPERES AS INDICATED
GENERATOR
RATINGS AS INDICATED
OVERLOAD (THERMAL OR SOLID STATE)
AMMETER SWITCH
VOLTMETER SWITCH
RELAY DEVICE FUNCTION
# PER ANSI NUMBER C37.2
TERMINATOR / POTHEAD
CAPACITOR
RATING IN KVAR AS INDICATED
FUSE
RATING IN AMPERES
ELAPSED TIME METER
MOTOR
CONTROL DEVICE COIL
**= TYPE
CR = CONTROL RELAY
TD = TIME DELAY RELAY
ISR = INTRINSICALLY SAFE RELAY
PC = PHOTOCELL
INDICATING LIGHT
PUSH-TO-TEST INDICATING LIGHT
X = COLOR
A = AMBER
B = BLUE
G = GREEN
R = RED
W = WHITE
SINGLE POLE SWITCH
NORMALLY OPEN / CLOSED
EMERGENCY PUSHBUTTON
NORMALLY OPEN / CLOSED
PUSHBUTTON
NORMALLY OPEN / CLOSED
DISCONNECT SWITCH
1-POLE / 3-POLE MULTI-POSITION
SELECTOR SWITCH
THREE-POSITION SELECTOR SWITCH
X:INDICATES CONTACTS CLOSED
H-O-A:HAND-OFF-AUTO
L-O-R:LOCAL-OFF-REMOTE
O-S-C:OPEN-STOP-CLOSE
TERMINAL
CONTROL POWER TRANSFORMER
HEATER
CIRCUIT BREAKER OR MCP AS NOTED
1-POLE / 3-POLE
EARTH GROUND CONNECTION
CONTACT
NORMALLY OPEN / CLOSED
BUZZER
BELL
HORN
MCP
CONTROL SCHEMATIC SYMBOLS
BATTERY
DELTA-WYE
DELTA-WYE GROUNDED
DELTA-DELTA
CHASSIS GROUND CONNECTION
(NOT NECESSARILY EARTH GROUNDED)
**
#
BUS
BUS (EXISTING)
FEEDER
FEEDER (EXISTING)
XOO
OOX
H AO
XOO
OOX
L R
THREE-POSITION SELECTOR SWITCH
WITH SPRING-RETURN MOMENTARY
CONTACT
TWO-POSITION SELECTOR SWITCH
X:INDICATES CONTACTS CLOSED
L-R:LOCAL-REMOTE
O-C:OPEN-CLOSE
A-M:AUTO-MANUAL
XOO
OOX
O S C
CONDUCTORS - CONNECTED
CONDUCTORS - NOT CONNECTED
AMPS TRIP
GEN
5A
LOW VOLTAGE MOTOR CIRCUIT PROTECTOR
3-POLE EXCEPT WHERE NOTED
X = CIRCUIT NUMBER OR LOCATION (SEE ELEVATION)
AMPS FRAME
AMPS CONTINUOUS
5A
LOW VOLTAGE DRAWOUT CIRCUIT BREAKER
INCLUDING L-S-I-G SETTINGS UNLESS NOTED OTHERWISE
L = LONG TIME
S = SHORT TIME
I = INSTANTANEOUS
G = GROUND FAULT
400AF
200AT
OVERLOAD (THERMAL OR SOLID STATE)
30A
FUSED DISCONNECT SWITCH
3 POLE EXCEPT WHERE NOTED
RATINGS IN AMPERES AS INDICATED
30A
25A
METERING DEVICE
*= METER TYPE
WHM = WATT HOUR METER
WM = WATT METER
AM = AMMETER
VM = VOLTMETER
PFM = POWER FACTOR METER
SSM = SOLID STATE METER
SPD
SSMP
15/25 AUTO SYNCHRONIZER RELAY
25 SYNCHRONISM CHECK RELAY
27 UNDERVOLTAGE RELAY
27/59 UNDER/OVERVOLTAGE
RELAY
32 DIRECTIONAL POWER RELAY
37 UNDERCURRENT RELAY
38 HIGH TEMP (BEARING)
39 VIBRATION RELAY
40 LOSS OF FIELD/UNDER
EXCITATION RELAY
41 FIELD CONTACTOR
43 SELECTOR SWITCH
46 CURRENT IMBALANCE RELAY
47 PHASE SEQUENCE/FAILURE
RELAY
48 GROUND FAULT INCOMPLETE
SEQUENCE RELAY
49 HIGH TEMP (OIL OR STATOR)
50/51 INST/TIME OVERCURRENT RELAY
50/51G INST/TIME DIRECTLY CONNECTED
GND OVERCURRENT RELAY
K
ST
NORMALLY OPEN CONTACT
LINE REFERENCE
NORMALLY CLOSED CONTACT
LINE REFERENCE
M
SOLENOID COIL
SV-#
NORMALLY OPEN,CLOSE ON REACHING LIMIT
NORMALLY CLOSED, OPEN ON REACHING LIMIT
DI
AI
AO
AS
VS
MOV
(3)
480:120
(3)
RVSS
___A
FVNR
#
VARIABLE FREQUENCY DRIVE
WITH CONTROL POWER TRANSFORMER
RATING IN AMPERES AS INDICATED
REDUCED VOLTAGE STARTER
WITH CONTROL POWER TRANSFORMER
RATING IN AMPERES AS INDICATED
RVSS = SOLID STATE TYPE
RVAT = AUTO-TRANSFORMER TYPE
VFD
___A
FULL VOLTAGE COMBINATION STARTER
WITH CONTROL POWER TRANSFORMER
#= NEMA SIZE
FVR = REVERSING TYPE
FVNR = NON-REVERSING TYPE
CR#
__ SEC
__ A
NEUTRAL GROUNDING RESISTOR
CURRENT RATING IN AMPERES AS NOTED
TIME RATING IN SECONDS AS NOTED
NEUTRAL GROUNDING RESISTORGN
R
COMMUNICATION JACK
(ETHERNET UNLESS INDICATED OTHERWISE)
RESISTANCE TEMPERATURE DETECTOR (RTD)
E-STOP
ZS
TS
PS
LS
FS
RECEPTACLE, 120V
SPECIAL RECEPTACLE, 208V OR 240V, 1-PHASE
SPECIAL/WELDING RECEPTACLE, 208V OR 240V, 3-PHASE
SPECIAL RECEPTACLE, 480V, 3-PHASE
RECEPTACLE, 120V
1
KW
#
__A
NORMALLY CLOSED, OPEN ON INCREASING TORQUE
LIMIT SWITCHES
TORQUE SWITCH
TIMED CONTACTS
SYMBOL NORMAL
OPEN DELAYED
CLOSED DELAYED
OPEN TO CLOSED CLOSED TO OPEN
SENSING SWITCHES
CLOSE ON
RISING FALLING
SENSED VARIABLE
FLOW
LEVEL
PRESSURE
TEMPERATURE
INSTANTANEOUS
INSTANTANEOUS
INSTANTANEOUSOPEN DELAYED
CLOSED DELAYED INSTANTANEOUS
POTENTIOMETER
X
70A
100A
X
MCP
100A
REACTOR (LINE OR LOAD
DEPENDING ON PLACEMENT)
50/51N INST/TIME RESIDUALLY
CONNECTED GND OVERCURRENT
51G GND FAULT RELAY
52 POWER CIRCUIT BREAKER
55 POWER FACTOR TRIP RELAY
60 VOLTAGE BALANCE
62 TIME DELAY
65 GOVERNOR LOAD SHARING/SOFT
LANDING CONTROL
66 TIME BETWEEN STARTS RELAY
67 DIRECTIONAL REVERSE VAR/KW
RELAY
71L LOW OIL LEVEL RELAY
81O/U OVER/UNDER FREQUENCY RELAY
83 CONTROL POWER TRANSFORMER
86 UTILITY LOCKOUT RELAY
87TL TRANSFORMER DIFFERENTIAL
RELAY
87M MOTOR DIFFERENTIAL RELAY
90 VAR/PF AND CROSS CURRENT
COMPENSATION CONTROLLER
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
No. E18977
Exp. 12/31/23
Us
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12
GENERAL ELECTRICAL
E-2
LEGEND - I
DPH
JRM
-
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
PLAN SYMBOLS
SECURITY ACCESS DEVICE
*= TYPE
CR CARD READER
KS KEY SWITCH
KP KEYPAD
RF RADIO FREQUENCY ID
HH-#
LUMINAIRE CALLOUT
A = LUMINAIRE TYPE
* = APPROXIMATE MOUNTING HEIGHT AFF
CLG = CEILING MOUNT
(SEE LUMINAIRE SCHEDULE FOR MORE DETAILS)
BARE COPPER GROUND TO GROUND WIRE IN SLAB,
OR UNDERGROUND GROUND GRID,
SIZE AS NOTED
VIDEO CAMERA
*= TYPE
F FIXED
PTZ PAN-TILT-ZOOM
360 360 DEGREE FIXED
S *
X-#a
*
X-#
SEMI CIRCLE DENOTES
DOWNWARD CONDUIT RISER
MULTIPLE CONDUIT RUN
CONDUIT - ENCASED
OR UNDERGROUND
CONDUIT - EXPOSED
OR CONCEALED
CALLOUT INDICATING
CONDUIT PER SCHEDULE
HOME RUN TO PANELBOARD OR AS INDICATED
(3/4 " CONDUIT, 2 #12, 1 #12 GND
UNLESS INDICATED OTHERWISE)
FLEXIBLE CONDUIT
CONDUIT RUN, CONTINUES ON
SAME SHEET OR AS NOTED
CONDUIT - CAPPED OR SEALED
OPEN CIRCLE DENOTES
UPWARD CONDUIT RISER
MOTOR DISCONNECT SAFETY SWITCH
GROUND ROD - BURIED
INSTRUMENT
LUMINAIRE - STRIP OR TROFFER TYPE
(SWITCHED/UNSWITCHED)
X = LIGHTING PANEL DESIGNATION
#= CIRCUIT NUMBER
a = SWITCH DESIGNATION
WALL MOUNTED LUMINAIRE
(SWITCHED/UNSWITCHED)
PENDANT/CEILING MOUNTED LUMINAIRE
(SWITCHED/UNSWITCHED)
POLE, BRACKET, ARM, AND
MOUNTED LUMINAIRE
WALL/CEILING MOUNTED EXIT LIGHT
DIRECTIONAL ARROW WHERE INDICATED,
SHADED AREA INDICATES ILLUMINATED FACE
EMERGENCY LUMINAIRE WITH
SELF CONTAINED BATTERY
JUNCTION BOX
TELEPHONE OUTLET
WALL MOUNTED/FLOOR MOUNTED
DATA OUTLET
WALL MOUNTED/FLOOR MOUNTED
TELEPHONE/DATA COMBINATION OUTLET
WALL MOUNTED/FLOOR MOUNTED
FIRE ALARM PULL STATION
FIRE ALARM STROBE
FIRE ALARM HORN
X-#a
M
J
F
F
F
ANTENNA
TV
GROUND CONNECTION - BOLTED
GROUND CONNECTION - EXOTHERMICALLY WELDED
CONDUIT - MULTIPLE IN
DUCT BANK
P-135
PHOTOCELL
TIME CLOCK
OCCUPANCY SENSOR
MOTION SENSOR
GROUND ROD - IN WELL WITH BOX
S *
X-#SWITCH - SPECIAL PURPOSE
X = LIGHTING PANEL DESIGNATION
# = CIRCUIT NUMBER
* = SWITCH TYPE
M MOTOR RATED
K KEY OPERATED
T TIMER
CONDUIT AND RACEWAYS
GROUNDING
FIRE ALARM HORN/STROBEF
THERMOSTAT
SD SMOKE DETECTOR
HEAT DETECTORHD
T
FIRE PROTECTION
LIGHTING
RECEPTACLES
MISCELLANEOUS
SECURITY AND COMMUNICATION
EQUIPMENT
PANEL OR CABINET - AS LABELED
SWBD, SWGR, MCC, LP, PNLBD, PLC, ETC
TELEVISION ANTENNA/CABLE OUTLET
*
VC
*
A
*
TC
PC
O
M
LIGHT SWITCH
X = LIGHTING PANEL DESIGNATION
# = CIRCUIT NUMBER
a = SWITCH DESIGNATION
* = SWITCH TYPE
1 1 WAY
3 3 WAY
4 4 WAY
D DIMMER
RECESSED CAN LUMINAIRE
(SWITCHED/UNSWITCHED)
DUPLEX RECEPTACLE, 120V, WALL MOUNT
NEMA 5-20R CONFIGURATION
X = LIGHTING PANEL DESIGNATION
# = CIRCUIT NUMBER
* = RECEPTACLE TYPE
WP WEATHERPROOF
XP EXPLOSION PROOF
GFCI GROUND FAULT CIRCUIT INTERRUPTER
X-#
*
DUPLEX RECEPTACLE, 120V, FLOOR MOUNT
NEMA 5-20R CONFIGURATION
A
X-#
A
X-#
A
X-#SINGLE SPECIAL RECEPTACLE,
208V OR 240V, 1-PHASE
X = PANEL DESIGNATION
# = CIRCUIT NUMBER
A = AMPERAGE
SINGLE SPECIAL/WELDING RECEPTACLE,
208V OR 240V, 3-PHASE
X = PANEL DESIGNATION
# = CIRCUIT NUMBER
A = AMPERAGE
SINGLE SPECIAL RECEPTACLE,
480V, 3-PHASE
X = PANEL DESIGNATION
# = CIRCUIT NUMBER
A = AMPERAGE
UNDERGROUND RACEWAY HANDHOLE
DIMENSIONS AS NOTED
MH-#
UNDERGROUND RACEWAY MANHOLE
DIMENSIONS AS NOTED
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
No. E18977
Exp. 12/31/23
Us
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13
GENERAL ELECTRICAL
E-3
LEGEND - II
DPH
JRM
-
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
EXISTING GENERATOR
(CATERPILLAR 3306), EXHAUST
PIPING, FUEL VENT PIPING AND
COOLING SYSTEM TO BE
REMOVED. EQUIPMENT PAD
SHALL REMAIN IN PLACE AND
SERVE AS THE EQUIPMENT PAD
FOR THE NEW GENERATOR AND
SUBBASE FUEL TANK.
CONTRACTOR SHALL WRAP NEW
EXHAUST PIPING TO MATCH
EXISTING CEILING. CONTRACTOR
SHALL PROTECT IN PLACE
EXISTING BUILDING OPENINGS
AND UTILIZE THEM FOR NEW
GENERATOR COOLING LOUVER,
FUEL TANK VENTILATION AND
DIESEL PARTICULATE FILTER
EXHAUST SYSTEM. IF
MODIFICATIONS ARE REQUIRED,
CONTRACTOR SHALL PATCH
SOUND MATERIAL TO MATCH
EXISTING AND PATCH AND PAINT
EXTERIOR OF BUILDING
OPENINGS.
CONTRACTOR SHALL
REMOVE THE EXISTING
AUTOMATIC TRANSFER
SWITCH ZENITH MX2000
AND ASSOCIATED CABLING.
PROTECT EQUIPMENT PAD
FOR INSTALLATION OF NEW
TRANSFER SWITCH.
CONTRACTOR SHALL
FURNISH, INSTALL AND
CONNECT NEW CABLES,
SIZED IN KIND, BETWEEN
UTILITY SWITCHBOARD AND
ATS AND GENERATOR (VIA
MTS) AND ATS. WIRE
COMPLETE IN
ACCORDANCE WITH THE
NEC AND LOCAL CODES TO
FURNISH A COMPLETE AND
OPERABLE OPTIONAL
STANDBY POWER SYSTEM.
CONTRACTOR SHALL REMOVE EXHAUST FAN.
GENERATOR ROOM HAS 2" +/- RIGID INSULATION
ON WALLS AND CEILING. CONTRACTOR SHALL
FURNISH AND INSTALL STAINLESS STEEL STRUT
FOR DEVICES AND CONDUIT SUPPORTS OF
SUFFICIENT DEPTH TO CLEAR. CONTRACTOR
SHALL PATCH SOUND MATERIAL BASED ON THE
REQUIRED OPENING(S).
EXISTING EXHAUST PIPING TO BE REPLACED WITH
NEW EXHAUST PIPING. CONTRACTOR SHALL
PROTECT IN PLACE EXISTING BUILDING OPENING
FOR EXHAUST PIPING AND UTILIZE THE OPENING FOR
NEW DIESEL PARTICULATE FILTER EXHAUST SYSTEM.
IF MODIFICATIONS ARE REQUIRED. CONTRACTOR
SHALL PATCH SOUND MATERIAL TO MATCH EXISTING
AND PATCH AND PAINT EXTERIOR OF BUILDING
OPENINGS.
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
No. E18977
Exp. 12/31/23
Us
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ELECTRICAL DEMOLITION DETAILS
E-4
DPH
JRM
-
E-8
1 GENERATOR DEMOLITION
E-9
2 AUTOMATIC TRANSFER SWITCH DEMOLITION
E-8
3 EXHAUST PIPING DEMOLITION
E-8
4 EXHAUST FAN DEMOLITION
E-8
5 HOSE RACK DEMOLITION AND MTS INSTALLATION
EQUIPMENT PAD, SEE
STRUCTURAL DETAIL
S-3342 ON SHEET S-2
FOR FURTHER DETAIL
NEW 600A MTS IN NEMA 4X,
316SS ENCLOSURE
NEW 400A GENERATOR
RECEPTACLE
REMOVE EXISTING BINDERS AND HOLDERS
FROM WALL AND RETURN TO OWNER
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
ESMT
ESMT
ESMT
ESM
T
ESMT
ESMT
ESMT
ESMT
ESMT
ESMT
ESMT
ESMT
ESMT
ESMT
ESM
T
ESM
T
ESM
T
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/L
P/LP/L
P/L
P/L
P/L
P/L
ODOR CONTROL SYSTEM
4 FT
DIAMETER
SURGE TANK
GENERATOR BUILDING
SEE SHEET E-9 FOR DEMOLITION AND
MODIFICATION REQUIREMENTS WITHIN
PUMP STATION ELECTRICAL ROOM
NEW 600A MANUAL
TRANSFER SWITCH
IN NEMA 4X 316SS
ENCLOSURE
SHEET KEYNOTES
A.CONTRACTOR SHALL POTHOLE EXISTING DUCTBANK AND LOCATE
EXISTING CONDUITS 104 (2 - 3" CONDUITS EACH WITH 3#350MCM
AND 1#1GND). ONCE DUCTBANK HAS BEEN IDENTIFIED,
CONTRACTOR SHALL FURNISH AND INSTALL NEW MANUAL
TRANSFER SWITCH (MTS) AT APPROXIMATE LOCATION SHOWN.
B.CONTRACTOR SHALL DISCONNECT AND REMOVE CABLES IN
CONDUITS 104 AND INTERCEPT AND RE-ROUTE EXISTING
CONDUITS 104 TO NEW MANUAL TRANSFER SWITCH. CONTRACTOR
SHALL ROUTE CONDUIT 104A (2-3" CONDUITS) FROM NEW MTS TO
EXISTING DUCTBANK AND TIE BACK IN TO THE EXISTING POWER
CONDUIT 104 (2-3" CONDUITS). CONDUIT 104A WILL BE THE
CONDUIT TAG FOR THE RACEWAYS SYTEM BETWEEN MTS AND
GENERATOR. AFTER CONDUITS ARE RE-ROUTED AND
SUCCESSFULLY MANDRELED, CONTRACTOR SHALL FURNISH,
INSTALL AND CONNECT 2 SETS OF 3#350MCM & 1#1GND BETWEEN
THE EXISTING ATS AND NEW MTS. CONTRACTOR SHALL PROVIDE
SUFFICIENT SLACK IN CONDUCTORS AT THE EXISTING ATS TO
TERMINATE TO NEW ATS ONCE ITS REPLACED. WIRE COMPLETE IN
ACCORDANCE WITH NEC AND LOCAL CODES.
C.CONTRACTOR SHALL FURNISH AND INSTALL A TEMPORARY 250KW
GENERATOR FOR STANDBY POWER REQUIREMENTS WHILE THE
PERMANENT GENERATOR IS DISCONNECTED AND BEING
REPLACED. CONTRACTOR SHALL UTILIZE THE CONNECTIONS AT
THE MTS TO CONNECT THE TEMPORARY GENERATOR.
CONTRACTOR SHALL COORDINATE WITH APCD TO OBTAIN THE
NECESSARY PERMITS FOR THE TEMPORARY GENERATOR.
D.CONTRACTOR SHALL FURNISH, INSTALL, AND CONNECT NEW
CONDUIT 104B BETWEEN THE NEW MTS AND THE NEW
GENERATOR RECEPTACLE. CONDUIT 104B SHALL BE 4" WITH A
WIRE FILL OF 3#500MCM & 1#1GND. WIRE COMPLETE IN
ACCORDANCE WITH THE NEC AND LOCAL CODES.
A B
EXISTING CONDUITS
104, 118, 119, AND 120
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
No. E18977
Exp. 12/31/23
Us
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ELECTRICAL SITE PLAN
E-5
DPH
JRM
-
C
A B
SEE SHEET E-8 FOR DEMOLITION AND
MODIFICATION REQUIREMENTS WITHIN
THE GENERATOR ROOM
SCALE: 1" = 10'
ELECTRICAL SITE PLAN
EXISTING CONDUITS
104 AND 119
EXISTING CONDUITS
118 AND 120NEW 400A GENERATOR
RECEPTACLE D
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
SDG&E
PADMOUNT
XFMR
12KV
PER SDG&E
WH
600A3P
N
G
N
G
500A
18KAIC3P
N E
GEN
DIESEL
ENGINE
480V,
3PH, 4W
250KW,
0.8PF
ATS
MAIN C.B.
30KAIC
600A
3P
MCB
PFR
20A3P
CRANE
200A3P
SS
JJ
LOS ZS-P1
BYPASS
MFR
CABLES
200A3P
SS
JJ
LOS ZS-P2
BYPASS
P1 P2
200A3P
SS
JJ
LOS ZS-P3
BYPASS
P3
GND
GROUND RING
& CW PIPE
20A3P
COMMINUTOR
CP
8A
40A2P
15KVA
TR-PB2
480V PRI
120/240V
SEC
PNL PB2
120/240V
1PH, 3W
30 POS
200A3P 200A3P
1 1
SUMP PUMP
NO. 1
SUMP PUMP
NO. 2
40A2P
PNL PB1
120/240V
1PH, 3W
30 POS15KVA
1PH, 3W
480V PRI
120/240V SEC
15A3P
2
AIR
COMPRESSOR
MCC 600A, 480V, 3PH, 3W 42KA BRACING
VCP
30A NEMA 4X
LOCATED IN
CHEMICAL
ROOM
125
156 FLA
0.75 0.75
MFR
CABLES
125
156 FLA
MFR
CABLES
125
156 FLA
SDG&E
PADMOUNT
XFMR
12KV
PER SDG&E
WH
600A3P
N
G
NG
600AF
500AT
MAIN C.B.
30KAIC
600A
3P
MCB
PFR
20A3P
CRANE
200A3P
SS
J
LOS ZS-P1
BYPASS
MFR
CABLES
200A3P
SS
LOS ZS-P2
BYPASS
P1 P2
200A3P
SS
LOS ZS-P3
BYPASS
P3
GND
GROUND RING
& CW PIPE
20A3P
COMMINUTOR
CP
8A
40A2P
15KVA
TR-PB2
480V PRI
120/240V
SEC
PNL PB2
120/240V
1PH, 3W
30 POS
200A3P 200A3P
1 1
SUMP PUMP
NO. 1
SUMP PUMP
NO. 2
40A2P
PNL PB1
120/240V
1PH, 3W
30 POS15KVA
1PH, 3W
480V PRI
120/240V SEC
15A3P
2
AIR
COMPRESSOR
MCC 600A, 480V, 3PH, 3W 42KA BRACING
VCP
NEMA 4X
LOCATED IN
CHEMICAL
ROOM
125
156 FLA
0.75 0.75
MFR
CABLES
125
156 FLA
MFR
CABLES
125
156 FLA
GEN
J J J J J
ATS
480V,
600A,
3P
MTS
480V,
600A,
3P
480V,
3PH, 4W
250KW,
0.8PF
GEN PORTABLE GENERATOR
(BY CONTRACTOR)
30A
25A
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
No. E18977
Exp. 12/31/23
Us
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SINGLE LINE DIAGRAM -
E-6
DPH
JRM
-
DEMO AND REVISED
SINGLE LINE DIAGRAM - DEMOLITION
SINGLE LINE DIAGRAM - REVISED
SHEET KEYNOTES
A.CONTRACTOR SHALL DEMOLISH EXISTING ATS AND GENERATOR.
CONTRACTOR SHALL DISCONNECT AND REMOVE EXISTING
CONDUCTORS IN CONDUITS 103, 104, AND 105. EACH CONDUIT IS
2-3" EACH WITH 3#350MCM & 1#1GND.
B.CONTRACTOR SHALL DISCONNECT AND REMOVE CABLES IN
CONDUITS 104 AND INTERCEPT AND RE-ROUTE EXISTING
CONDUITS 104 TO NEW MANUAL TRANSFER SWITCH.
CONTRACTOR SHALL ROUTE CONDUIT 104A (2-3" CONDUITS)
FROM NEW MTS TO EXISTING DUCTBANK AND TIE BACK IN TO
THE EXISTING POWER CONDUIT 104 (2-3" CONDUITS). CONDUIT
104A WILL BE THE CONDUIT TAG FOR THE RACEWAYS SYTEM
BETWEEN MTS AND GENERATOR. AFTER CONDUITS ARE
RE-ROUTED AND SUCCESSFULLY MANDRELED, CONTRACTOR
SHALL FURNISH, INSTALL AND CONNECT 2 SETS OF 3#350MCM &
1#1GND BETWEEN THE EXISTING ATS AND NEW MTS.
CONTRACTOR SHALL PROVIDE SUFFICIENT SLACK IN
CONDUCTORS AT THE EXISTING ATS TO TERMINATE TO NEW ATS
ONCE ITS REPLACED. WIRE COMPLETE IN ACCORDANCE WITH
NEC AND LOCAL CODES.
C.DURING CONSTRUCTION, THE CONTRACTOR SHALL FURNISH,
INSTALL AND CONNECT A 250KW TEMPORARY GENERATOR TO
THE MTS AND PROVIDE A BACKUP POWER SOURCE WHILE THE
EXISTING GENERATOR IS BEING REPLACED. CONTRACTOR SHALL
COORDINATE ALL PERMITTING AND PAY ALL ASSOCIATED FEES
TO BRING A TEMPORARY SOURCE OF POWER TO THE SITE.
250AF
200AT
100KW
LOAD
BANK
104A
104
103
104
A
A
A
103
105
ZENITH
MX200
C
NEMA 4 GENERATOR
RECEPTACLE AND
MOUNTING BOX. 480V, 400A,
3W, 4P. APPLETON
POWERTITE SERIES PIN
AND SLEEVE CONNECTION.
MODEL AJA40034-400N4-RS
OR APPROVED EQUAL
10
4
B
105
B
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
No. E18977
Exp. 12/31/23
Us
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/
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/
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0
2
3
3
:
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0
P
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17
PANELBOARD SCHEDULE
E-7
DPH
JRM
-
PANEL PB-2 FED FROM: MCC
240 /120 VOLTS, SINGLE PHASE, 3 WIRE BUS: 125A AIC: 10KA MAIN: 100A/2P MOUNTING: INSIDE MCC
CKT. NO.DESCRIPTION
CONNECTED KVA TRIP
AMPS/
POLES
CKT. NO.DESCRIPTION
CONNECTED KVA TRIP
AMPS/
POLESABAB
1 PUMP ROOM EXHAUST FAN 1.13 20/1 2 CHEM FDR 0.70 20/1
3 SPARE 0.00 20/1 4 CHEM FDR 0.70 20/1
5 GENERATOR EXHAUST FAN 0.05 20/1 6 SPARE 0.00 20/1
7 GENERATOR HEATER 2.50 30/1 8 GENERATOR ROOM RECEPT 0.36 20/1
9 GENERATOR WATER HEATER 0.20 20/1 10 OUTSIDE RECEPT 0.72 20/1
11 BATTERY CHARGER 0.30 20/1 12 GENERATOR ROOM LIGHTS 0.42 20/1
13 METER VAULT 0.60 20/1 14 OUTSIDE LIGHTS 0.20 20/1
15 DRY WELL EXHAUST FAN 0.50 20/2 16 CHEM AREA LIGHTS 0.42 20/1
17 0.00 18 EM LIGHTS 0.05 20/1
19 SPARE 0.00 20/2 20 CHEM ROOM EXHAUST FAN 1.00 20/1
21 0.50 22 SPARE 20/1
23 SPACE 24 SPARE 20/1
25 SPACE 26 SPARE 20/1
27 SPACE 28 SPARE 20/1
29 SPACE 30 SPARE 20/1
PHASE SUBTOTALS (KVA):2.48 3.30 1.7 2.9
PHASE TOTALS (KVA):4.1 6.2
TOTAL KVA:10.3 KVA
TOTAL AMPERES:43 A
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
M
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
No. E18977
Exp. 12/31/23
Us
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GENERATOR BUILDING
E-8
DPH
JRM
-
DEMOLITION AND MODIFIED PLANS
SCALE: 3/8" = 1'
GENERATOR BUILDING DEMOLITION PLAN
SHEET KEYNOTES
A.CONTRACTOR SHALL DISCONNECT AND REMOVE EXISTING
CABLES IN CONDUITS 119 (4#14 & 1#14GND BETWEEN ATS AND
GENERATOR CONTROL PANEL), 120 (14#14 & 1#14GND BETWEEN
MCP AND GENERATOR CONTROL PANEL) AND PB2(7,9,11)
(BETWEEN PANELBOARD PB-2 AND GENERATOR AUXILIARY
COMPONENTS). CONTRACTOR SHALL PROTECT IN PLACE THE
EXISTING CONDUITS TO BE UTILIZED WITH NEW GENERATOR. SEE
SHEET E-9 FOR LOCATION OF EXISTING MCP AND ATS.
B.CONTRACTOR SHALL FURNISH, INSTALL AND CONNECT NEW
CONDUCTORS IN CONDUITS 118 (CAT6 ETHERNET CABLE BETWEEN
GENERATOR CONTROL PANEL AND MCP), 119 (4#14 & 1#14GND
BETWEEN NEW ATS AND NEW GENERATOR CONTROL PANEL), 120
(14#14 & 1#14GND BETWEEN MCP AND NEW GENERATOR CONTROL
PANEL) AND PB2(7,9,11) BETWEEN PANELBOARD PB-2 AND
GENERATOR AUXILIARY COMPONENTS (JACKET HEATER, BATTERY
CHARGER AND WINDING HEATER). SEE SHEET E-9 FOR LOCATION
OF MCP AND NEW ATS.
C.CONTRACTOR SHALL INTERCEPT EXISTING DUCTBANK AND ROUTE
CONDUIT 104A (2-3" CONDUITS EACH WITH A WIRE FILL OF
3#350MCM AND 1#1 GND) BETWEEN THE NEW MTS AND THE NEW
GENERATOR. CONTRACTOR SHALL WIRE COMPLETE IN
ACCORDANCE WITH THE NEC AND LOCAL CODES.
D.CONTRACTOR SHALL EXTEND EXISTING CONDUIT STUBUP
PB2-7,9,11 TO GENERATOR HEATERS AND BATTERY CHARGER.
CONTRACTOR SHALL ROUTE NEW CONDUCTORS (2#10, 4#12 AND
1#10 GND) TO GENERATOR ANCILLARY DEVICES. WIRE COMPLETE
IN ACCORDANCE WITH THE NEC AND LOCAL CODES.
E.CONTRACTOR SHALL MODIFY EXISTING CONDUIT PB-2-5 TO NEW
EXHAUST FAN LOCATION IF NECESSARY. CONTRACTOR SHALL
PULL NEW CONDUCTORS (2#12 & 1#12 GND) FROM EXISTING
PANELBOARD PB2 TO NEW EXHAUST FAN LOCATION. WIRE
COMPLETE IN ACCORDANCE WITH THE NEC AND LOCAL CODES.
F.CONTRACTOR SHALL PROTECT EXISTING GENERATOR PAD IN
PLACE DURING REPLACEMENT OF EXISTING GENERATOR SET.
G.CONTRACTOR SHALL PROTECT IN PLACE THE EXISTING GROUND
RING AROUND THE GENERATOR BUILDING WHILE TRENCHING
CONDUIT TO AND FROM THE MANUAL TRANSFER SWITCH.
EXISTING CONDUIT PB2
(7, 9, 11) WITH EXISTING
CONDUCTORS AND
SPARE CONDUIT 118
EXISTING CONDUIT 104, 119,
AND 120 WITH EXISTING
CONDUCTORS AND SPARE
CONDUIT 118
SEE SHEET E-5
FOR CONTINUATION
A
A
SCALE: 3/8" = 1'
GENERATOR BUILDING MODIFIED PLAN
SEE SHEET E-5
FOR CONTINUATION
EXISTING CONDUIT 104A,
118, 119, AND 120 WITH
NEW CONDUCTORS
B
NEW CONDUIT 104A WITH
NEW CONDUCTORS
C
E-4
4
E-4
1
E-4
3
GENERATOR
CONTROL PANEL
RADIATOR
MOUNTED
LOAD BANK
PANELBOARD PB-2
EXISTING CONDUIT PB2-7, 9, 11 D
GENERATOR AND LOAD
BANK CIRCUIT BREAKERS
NEW EXHAUST FAN E
1.GENERATOR ROOM HAS 2+ INCHES OF RIGID INSULATION ON
WALLS AND CEILING. PROVIDE STRUT FOR DEVICES AND CONDUITS
SUPPORTS OF SUFFICIENT DEPTH TO CLEAR.
GENERAL SHEET NOTES
F
G
SEE SHEET E-5
FOR CONTINUATION
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
No. E18977
Exp. 12/31/23
Us
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19
ELECTRICAL ROOM
E-9
DPH
JRM
-
DEMOLITION AND MODIFIED PLANS
SCALE: 3/8" = 1'
ELECTRICAL ROOM MODIFIED PLAN
SHEET KEYNOTES
A.CONTRACTOR SHALL DISCONNECT AND REMOVE POWER
CONDUCTORS IN CONDUITS 103 (2-3" CONDUITS EACH WITH
3#350MCM & 1#1GND) AND 105 (2-3" CONDUIT EACH WITH
3#350MCM & 1#1GND). CONTRACTOR SHALL DISCONNECT NEWLY
INSTALLED POWER CONDUCTORS IN CONDUIT 104 (2-3"C EACH
WITH 3#350MCM & 1#1 GND). CONTRACTOR SHALL DISCONNECT
AND REMOVE CONTROL CONDUCTORS IN CONDUIT 122 (3/4" WITH
4#14 & 1#14GND). CONTRACTOR SHALL REMOVE EXISTING ATS AND
REPLACE WITH NEW ATS AT THE SAME LOCATION.
B.ONCE THE NEW ATS IS SECURED TO EQUIPMENT PAD,
CONTRACTOR SHALL FURNISH, INSTALL AND CONNECT NEW
CONDUCTORS (2 SETS OF 3#350MCM & 1#1 GND) IN EXISTING
CONDUITS 103 AND 105, NEW CONDUCTORS (4#14 & 1#14GND) IN
EXISTING CONDUIT 122 AND RECONNECT EXISTING NEWLY
INSTALLED CONDUCTORS (2 SETS OF 3#350MCM & 1#1 GND) IN
CONDUIT 104 TO THE ATS. WIRE COMPLETE IN ACCORDANCE WITH
THE NEC AND LOCAL CODES.
C.CONTRACTOR SHALL FURNISH, INSTALL AND CONNECT NEW
CONDUCTORS IN CONDUITS 118 (CAT6 ETHERNET CABLE BETWEEN
GENERATOR CONTROL PANEL AND MCP), 119 (4#14 & 1#14GND
BETWEEN NEW ATS AND NEW GENERATOR CONTROL PANEL), 120
(14#14 & 1#14GND BETWEEN MCP AND NEW GENERATOR CONTROL
PANEL) AND PB2(7,9,11) BETWEEN PANELBOARD PB-2 AND
GENERATOR AUXILIARY COMPONENTS (JACKET HEATER, BATTERY
CHARGER AND WINDING HEATER). SEE SHEET E-9 FOR LOCATION
OF MCP AND NEW ATS.
1.CONTRACTOR SHALL SUCCESSFULLY MANDREL ALL EXISTING
CONDUITS PRIOR TO INSTALLATION OF NEW CONDUCTORS.
GENERAL SHEET NOTES
SCALE: 3/8" = 1'
ELECTRICAL ROOM DEMOLITION PLAN
SEE SHEET E-5
FOR CONTINUATION
MAIN CONTROL PANEL (MCP)
EXISTING CONDUITS 118,
120, AND 122 WITH NEW
CONDUCTORS
B
MOTOR CONTROL CENTER (MCC)
EXISTING CONDUITS 118 AND
120 WITH NEW CONDUCTORS
B
EXISTING CONDUIT 103
WITH NEW CONDUCTORS
B
NEW 600A ATS IN NEMA 1
GASKETED ENCLOSURE
EXISTING CONDUITS
118, 120, AND 122
A
EXISTING
CONDUIT 105 A
EXISTING CONDUIT 103 A
E-4
2
SEE SHEET E-5
FOR CONTINUATION
EXISTING CONDUIT 122
WITH NEW CONDUCTORS
EXISTING CONDUIT
105 WITH NEW
CONDUCTORS
B
B
EXISTING CONDUITS 104 AND
119 WITH NEW CONDUCTORS
B C
C
C
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
18
"
3"
RED WARNING TAPE
TRENCH BACKFILL
COMPACTED TO 95%
RELATIVE COMPACTION
CONCRETE
ENCASEMENT
W/RED DYE
1. THIS DETAIL TYPICAL FOR NEW OR EXISTING CMU WALLS.
2. PREFORMED CHANNEL, FITTINGS AND CLAMPS SHALL BE STAINLESS STEEL.
3. CHANNELS TO BE SPACED AT 5'-0" OC MAXIMUM.
4.SUPPORT NOT TO EXCEED 15PLF COMBINED WEIGHT OF CONDUIT SYSTEM.
NOTES:
CONDUIT CLAMPS WITH SS
BOLTS, NUTS, AND WASHERS
(2) 1/2" DIAMETER X 3.25" EMEDMENT SST MASONRY
ANCHORS (HILTI KWIK BOLT-TZ2 OR APPROVED EQUAL)
WITH SST CHANNEL NUTS AND LOCK WASHERS
ELEVATION
AS
R
E
Q
U
I
R
E
D
6"
M
I
N
1 5/8" SLOTTED STAINLESS
STEEL STRUT CHANNEL
NEW OR EXISTING CMU WALL
5'
-
0
"
M
A
X
.
RIGID STEEL/PVC COATED
CONDUIT RISER.
RIGID STEEL/PVC COATED
CONDUIT COUPLING AND
PLUG FOR SPARE CONDUIT.
PROVIDE RIGID STEEL/PVC
COATED CONDUIT RISER AS
REQUIRED FOR DEEPER
CONDUITS.
FINISHED
FLOOR/GRADE
RIGID STEEL/PVC
COATED CONDUIT
ELBOW
PVC CONDUIT, SIZE AS
REQUIRED ON
DRAWINGS
6"
M
I
N
CAP
SCREWS
PROVIDE CONDUIT SEAL IN WALL AND FLOOR WHERE PENETRATION ARE
BELOW GRADE OR GROUND WATER LEVEL AND ENTERING INTO WATER
CONTAINMENT RESERVOIR.
MFR: O-Z/GEDNEY, TYPE FSK
PRESSURE
CLAMP
SEALING
RING
CONDUIT
OVERSIZE
SLEEVE
PRESSURE RINGS & SEALING
GROMMET
NOTES:
WALL
BODY
104A
5" ASPHALT CONCRETE FINISH COURSE.
3"
3" (TYP)
29"
6" CLASS II BASE COURSE.
30
"
104A 104 104
#4/0 BARE COPPER WIRE
1'
-
6
"
M
I
N
I
M
U
M
4"
M
I
N
(
T
Y
P
)
1. CONTRACTOR SHALL INSTALL AC SURFACE COURSE, AC BASE COURSE AND
AGGREGATE BASE ROCK IN ACCORDANCE WITH CITY STANDARD DRAWINGS
GS-24 THROUGH GS-28.
NOTES:
AGGREGATE BASE
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
No. E18977
Exp. 12/31/23
Us
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STANDARD ELECTRICAL DETAILS
E-10
DPH
JRM
-
-
1 TYPICAL UNREINFORCED DUCT BANK
SCALE: NTS -
2 CONDUIT SUPPORT DETAIL
SCALE: NTS -
3 PVC CONDUIT STUB-UP
SCALE: NTS -
4 CONDUIT SEAL
SCALE: NTS
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
ZACHARY D. HARRIS
No. M28906
Exp. 6/30/24
M E C H A N I C A L
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GENERATOR BUILDING
M-1
RJ
ZH
-
DEMOLITION AND MODIFIED PLANS/ SECTION
-
1
CHEMICAL
ROOM
BLOWER ROOM
1'
-
1
1
"
FLEXIBLE DUCT
CONNECTOR
GENERATOR ROOM
LOAD BANK
DUCT INCREASER
W/ACOUSTIC LINER
1'
-
8
"
6" EXTRUDED ALUMINUM
LOUVER (16"W X 16" H)
6" EXTRUDED ALUMINUM
LOUVER (16"W X 16" H)
STANDBY
ENGINE/GENERATOR
400 - GALLON SUB-BASE
FUEL TANK
(E) CONCRETE
INERTIA PAD
11
'
-
0
"
+
/
-
8" EXHAUST PIPING
PLUS INSULATION
8" EXHAUST SILENCER
FLEXIBLE DUCT
CONNECTOR
LOAD BANK
4'
-
4
"
4"
1'-0"
8" EXHAUST PIPING
PLUS INSULATION
8" EXHAUST SILENCER
(CRITICAL GRADE)
12" ACOUSTIC LOUVER
(72"W X 108"H)
24
"
6"36
"
10'-11"
FLEXIBLE DUCT
CONNECTOR
(9" LENGTH)
INLINE CENTRIFUGAL
EXHAUST FAN
12"x8" OVAL DUCT DN
M2
2
INLINE CENTRIFUGAL
EXHAUST FAN
12"x8" OVAL DUCT
ELECTRICAL STUB-UP
AREA
400 - GALLON
SUB-BASE FUEL
TANK ASSEMBLY
TANK VENT/
FUEL SUPPLY /
INSTRUMENTATION
CONNECTIONS
4' - 0"
(E) VENT PIPE THROUGH
(E) WALL PENETRATION
(N) PIPE PENETRATION
@ 15' - 6" AFF
NORMAL TANK VENTS
(2 PIPES)
(E) SOUND
ATTENUATOR SUPPORT
(E) WALL THIMBLE
-
1 GENERATOR BUILDING SECTION
SCALE: 3/8" = 1'
ELECTRICAL
STUB-UP AREA
T15S PIPE SUPPORT
SEE DETAIL SHEET M-2
M2
4
DEMO EXISTING
SHUTTER FAN
ASSEMBLY E
DEMO EXISTING
EXHAUST PIPE B
DEMO EXISTING
ENGNE/GENERATOR
ASSEMBLY A
DEMO EXISTING
SOUND ATTENUATOR
C
DEMO EXISTING
ACOUSTIC LOUVER
D
SCALE: 3/8" = 1'
GENERATOR BUILDING PLAN
SCALE: 3/8" = 1'
GENERATOR BUILDING DEMOLITION PLAN
10'-5"
CONCRETE
INERTIA PAD
2
1
/
2
"
2
1
/
2
"
M2
3
F
M2
5
G
VERTICAL DUCT
SUPPORT TYP
SHEET KEYNOTES
A.SALVAGE ENGINE/GENERATOR AND SUB-BASE FUEL TANK DURING
REMOVAL FROM BUILDING. SHEAR FUEL TANK ANCHORAGE BOLTS
LEVEL WITH CONCRETE INERTIA PAD.
B.DEMOLISH EXHAUST SILENCER AND EXHAUST PIPING UPSTREAM
OF EXHAUST SILENCER. REMOVE EXHAUST PIPING DOWNSTREAM
OF SILENCER TO A POINT 24 INCHES FROM INTERIOR WALL.
DEMOLISH EXHAUST PIPE INSULATION SYSTEM. DEMOLISH PIPE
HANGERS. RETAIN UPPER ATTACHMENT OF HANGER SYSTEM TO
STRUCTURE.
C.DEMOLISH EXISTING SOUND ATTENUATOR AND TRANSITION
DUCTWORK TO ENGINE/GENERATOR ASSEMBLY. RETAIN CMU
SOUND ATTENUATOR SUPPORT. PROVIDE PLYWOOD COVER (3/4”
OSB) OVER SOUND ATTENUATOR SUPPORT OPENING.
D.DEMOLISH EXISTING LOUVER. PROVIDE TEMPORARY PLYWOOD
COVER (3/4” OSB) OVER EXISTING WALL OPENING.
E.DEMOLISH EXISTING WALL EXHAUST FAN ASSEMBLY AND LOUVER.
PROVIDE TEMPORARY PLYWOOD COVER (3/4” OSB) OVER EXISTING
WALL OPENING. RETAIN EXISTING CONDUIT FOR NEW POWER
SUPPLY WIRING TO REPLACEMENT FAN. (REFER TO ELECTRICAL
DRAWINGS)
F.DESIGN POINT: 400 FM @ 0.15 INCH W.C.; LEFT DISCHARGE (SIDE
OUTLET) CONFIGURATION; DIRECT DRIVE ASSEMBLY, 120 VAC,
1-PHASE, 60 HZ MOTOR. PROVIDE VERTICAL HANGING NEOPRENE
ISOLATORS; CONTINUOUS OPERATION, PROVIDE MANUAL DIAL
SPEED CONTROL ACCESSORY. GREENHECK SQ-90, OR EQUAL.
G.PROVIDE EXTRUDED ALUMINUM LOUVER, 6-INCH DEPTH, CHANNEL
FRAME FOR MOUNTING IN EXISTING WALL OPENING.
H.MOUNT ADHESIVE SIGNS ON ENGINE-GENERATOR AND FUEL TANK
ASSEMBLY AT DIRECTION OF EQUIPMENT SUPPLIER.
I.MOUNT "DANGER - COMBUSTIBLE LIQUIDS" AND "DANGER - NO
SMOKING" SIGNS VERTICALLY ABOVE ONE ANOTHER IN LOCATION
SHOWN. MOUNT ADDITIONAL HAZARD ALERTING SIGNAGE ON
NORTH WALL OF BUILDING.
NFPA 704 DIAMOND
SIGN 'BATTERY ACID'
NFPA 704 DIAMOND
SIGN 'DIESEL'
TANK LABEL 'DIESEL'
H
H
HAZARD ALERTING
SIGNAGE I
(E) FIRE EXTINGUISHER
H
1.CONSTRUCTION AND DEMOLITION OPERATIONS SHALL
INCORPORATE SALVAGE AND/OR RECYCLING OF MATERIALS IN
ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS
CODE, AS ADOPTED BY THE CITY OF CARLSBAD.
2.POLLUTION CONTROL LIMITS FOR THE SELECTION OF FINISH
MATERIALS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA
GREEN BUILDING STANDARDS CODE, AS ADOPTED BY THE CITY OF
CARLSBAD.
GENERAL SHEET NOTES
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
2" M
I
N
.
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
ZACHARY D. HARRIS
No. M28906
Exp. 6/30/24
M E C H A N I C A L
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GENERATOR BUILDING
M-2
DPH
JRM
-
MECHANICAL DETAILS
-
1 T15S PIPE SUPPORT
N.T.S.-
2 GENERATOR ROOM EXHAUST - SECTION
SCALE: 1/2" = 1'
16"x16" WALL
OPENING W/ LOUVER
IN-LINE CENTRIFUGAL
EXHAUST FAN
(LEFT DISCHARGE)
12" X 8" OVAL DUCT
45° MITERED INLET
OVAL MITERED
ELBOW
OVAL-RECTANGULAR
DUCT TRANSITION
CMU WALL
2" ACOUSTIC
WALL INSULATION
-
3 INLINE EXHAUST FAN
SCALE: 1/2" = 1'
-
4 PIPE PENETRATION
N.T.S.
VERTICAL SUPPORT
THREADED RODS,
SEE DETAIL 2 ON
DRAWING SHEET S-2,
SIMILAR (TYP OF 4)
FLEXIBLE DUCT
CONNECTION (TYP)
EXHAUSTEXHAUST
FAN
SPRING TYPE
VIBRATION ISOLATOR
(TYP 4)
EXHAUST FAN BRACKETS
PER MANUFACTURER
(E) CMU WALL
1/2" BOLT, NUT AND
WASHER (TYP 2)
(4) 3/4" DIAMETER X 3.75" EMBEDMENT
WITH HILTI KWIK-BOLT-TZ2 OR
APPROVED EQUAL
PLATE
3/4" x 9" x 9"
GROUT OR DRYPACK
3/4" MIN, 1" MAX
FLOOR
1/4
TS3 x 3 x 0.25
UNISTRUT P2542
TO 2546 AS REQ'D,
OR EQUIVALENT
ANVIL-STRUT OR
B-LINE PRODUCTS
1/8
13/16" PLATE
4 INCH
CORE BIT DRILL
OPENING
INTERIOR SIDEEXTERIOR SIDE
NOTE
1.OPENING DIMENSION AND MECHANICAL SEAL
INSTALLATION SHALL BE PER MFR'S.
RECOMMENDATION.
2" NORMAL
VENT PIPE
MODULAR MECHANICAL
EXPANDING RUBBER SEAL
(E)CMU WALL
-
5 VERTICAL DUCT SUPPORT
N.T.S.
CMU WALL, BEHIND
ACOUSTIC WALL
COVERING
3/4" DIAMETER X 3.75" EMBEDMENT WITH HILTI
KWIK-BOLT-TZ2 OR APPROVED EQUAL. ONE
ANCHOR EACH SIDE, SEE NOTES
#8 GALV SHEET MTL
TAPPING SCREW,
TYP 3 SIDES
1 1/2" x 16 GA STRAP
SEE NOTES 1 AND 2
OVAL DUCT
NOTES
1.SECURE DUCT AT 2 FEET AND AT 7 FEET FROM FLOOR.
2.LOCATE DUCTS TIGHT AGAINST ACOUSTIC WALL COVERING.
3.EACH WALL ANCHOR SHALL SATISFY THE FOLLOWING
4.LOCATE AND AVOID ALL REINFORCEMENT PRIOR TO DRILLING INTO THE MASONRY.
5.FOLLOW ICC ESR-4561 FOR INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS.
6.ALTERNATE OR APPROVED EQUAL ANCHORS SHALL HAVE A CURRENT AND RELATIVE
ICC-ESR OR IAPMO REPORT, AND SHALL BE SUBMITTED FOR REVIEW PRIOR TO USE.
NOTES:
1.CAREFULLY REMOVE ALL EXISING CEILING INSUALTION AND REPLACE WITH
NEW OR RE-USE EXISTING INSULATION PENDING CITY APPROVAL.
2.DO NOT DAMAGE OR CUT ANY EXISTING FRAMING OR BLOCKING.
3.ALIGN SUPPORTS TO EXISTING FRAMING OR BLOCKING. WHERE EXISING
FRAMING IS OFFSET, INSTALL 2X8 BLOCKING (DOUGLASS-FIR #2) WITH
SIMPSON A34 CLIPS AT EACH END (OR APPROVED EQUAL).
4.REFERENCE DETAIL 2 ON DRAWING SHEET S-2 FOR INFORMATION NOT
SHOWN.
ATTACHMENT TO ROOF FRAMING PER
DETAIL 2 ON DRAWING SHEET S-2 (TYP)
LATERAL BRACE (ONE IN EACH DIRECTION),
SEE DETAIL 2 ON DRAWING SHEET S-2,
SIMILAR
NOTES:
1.LOCATE AND AVOID ALL REINFORCEMENT PRIOR TO DRILLING INTO THE
CONCRETE.
2.FOLLOW ICC ESR-4266 FOR INSTALLATION INSTRUCTIONS AND
RECOMMENDATIONS.
3.ALTERNATE OR APPROVED EQUAL ANCHORS SHALL HAVE A CURRENT AND
RELATIVE ICC-ESR OR IAPMO REPORT, AND SHALL BE SUBMITTED FOR REVIEW
PRIOR TO USE.
6"
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DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
23
STRUCTURAL GENERAL NOTES,
S-1
ABBREVIATIONS, & SPECIAL INSPECTIONS
PIB
PDS
-
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
STRUCTURAL DESIGN CRITERIA STRUCTURAL ABBREVIATIONS
1.DESIGNED IN ACCORDANCE WITH THE 2022 CALIFORNIA BUILDING CODE, INCLUDING LATEST
REVISIONS, AND ASCE 7-16, EXCEPT WHERE OTHER APPLICABLE CODE OR THE FOLLOWING
NOTES ARE MORE RESTRICTIVE.
2.LIVE LOADS:
ROOF, BUILDING (REDUCIBLE)20 PSF, 300 LBS POINT
3.WIND DESIGN DATA:
BASIC WIND SPEED, VULT 102 MPH
NOMINAL WIND SPEED, VASD 79 MPH
RISK CATEGORY III
EXPOSURE B
INTERNAL PRESSURE COEFFICIENT +/- 0.18
COMPONENTS & CLADDING PRESSURE NOT APPLICABLE
(INTERIOR CONDITION)
4.SNOW DESIGN DATA: NOT APPLICABLE
5.SEISMIC DESIGN DATA:
THE SEISMIC DESIGN PARAMETERS HAVE BEEN DEVELOPED IN ACCORDANCE WITH THE
2022 CALIFORNIA BUILDING CODE AND ASCE 7-16 INCLUDING SUPPLEMENT NO. 3,
CONSIDERING EXCEPTION 2 OF SECTION 11.4.8 OF ASCE 7-16, WHERE A SITE-SPECIFIC
GROUND MOTION PROCEDURE IS NOT REQUIRED.
RISK CATEGORY III
SEISMIC IMPORTANCE FACTOR, IE 1.25
SEISMIC IMPORTANCE FACTOR, Ip 1.00
MAPPED RESPONSE PARAMETER (SHORT), SS 0.959g
MAPPED RESPONSE PARAMETER (1-SEC), S1 0.351g
SITE CLASS D
DESIGN RESPONSE PARAMETER (SHORT), SDS 0.767g
DESIGN RESPONSE PARAMETER (1-SEC), SD1 0.684g
SEISMIC DESIGN CATEGORY D
LONG PERIOD TRANSITION PERIOD, TL 8 SECONDS
BASIC SEISMIC-FORCE-RESISTING SYSTEM GENERATOR
SEISMIC RESPONSE COEFFICIENT, Fp 5.91 KIPS
COMPONENT AMPLIFICATION FACTOR, ap 1.0
RESPONSE MODIFICATION COEFFICIENT, Rp 2.5
ANALYSIS PROCEDURE CHAPTER 13 OF ASCE 7-16
6.FLOOD DESIGN DATA: NOT APPLICABLE
STRUCTURAL NOTES, SPECIAL INSPECTION AND TESTING TABLES
EXISTING STRUCTURE REFERENCE DOCUMENTS
THE EXISTING CONDITIONS SHOWN ON THESE CONTRACT DOCUMENTS ARE DEVELOPED FROM
THE AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO PROCEEDING WITH ANY DEMOLITION, ORDERING, OR FABRICATING ANY
MATERIALS. IF RECORD DRAWINGS ARE AVAILABLE, AND AVAILABLE FOR DISTRIBUTION, OBTAIN A
COPY PRIOR TO CONSTRUCTION. DURING CONSTRUCTION, THE CONTRACTOR SHALL NOT ALTER,
DAMAGE, OR REMOVE ANY PORTIONS OF THE EXISTING STRUCTURE (INCLUDING NONSTRUCTURAL
COMPONENTS) UNLESS SPECIFICALLY INDICATED ON THESE CONSTRUCTION DOCUMENTS.
RECORD DRAWINGS USED TO DEVELOP THESE CONTRACT DOCUMENTS:
DRAWING TITLE:PLANS FOR THE CONSTRUCTION OF THE POINSETTIA SEWAGE
LIFT STATION IN THE CARLSBAD MUNICIPAL WATER DISTRICT
ENGINEER OF RECORD:WILSON ENGINEERING CONSULTING ENGINEERS
DATE OF RECORD:1999
&AND
@ AT
#NUMBER
Ø DIAMETER
ld DEVELOPMENT LENGTH
AASHTO AMERICAN ASSOCIATION
OF STATE HIGHWAY
TRANSPORTATION OFFICIAL
AB AGGREGATE BASE, ANCHOR
BOLT
ACI AMERICAN CONCRETE
INSTITUTE
ADD ADDITIONAL
ADJ ADJACENT
AISC AMERICAN INSTITUTE OF
STEEL CONSTRUCTION
AISI AMERICAN IRON AND
STEEL INSTITUTE
AITC AMERICAN INSTITUTE OF
TIMBER CONSTRUCTION
ALUM ALUMINUM
ALT ALTERNATE
ANSI AMERICAN NATIONAL STANDARDS
INSTITUTE
APA AMERICAN PLYWOOD
ASSOCIATION
APROX APPROXIMATE
ARCH ARCHITECTURAL
ASTM AMERICAN SOCIETY FOR
TESTING AND MATERIALS
ASME AMERICAN SOCIETY OF
MECHANICAL ENGINEERS
AWS AMERICAN WELDING SOCIETY
AWWA AMERICAN WATER WORKS
ASSOCIATION
B/BOTTOM OF
BLKG BLOCKING
BLDG BUILDING
BM BEAM
BM-1 BEAM MEMBER 1
BN BOUNDARY NAILING
BOT BOTTOM
BP BASE PLATE
C CHANNEL
CC,C/C CENTER-TO-CENTER
CBC CALIFORNIA BUILDING CODE
CIP CAST IN PLACE
CJ CONSTRUCTION JOINT
CJP COMPLETE JOINT PENETRATION
CENTERLINE
CLSM CONTROLLED LOW STRENGTH
MATERIAL
CLR CLEAR
CNJ CONTROL JOINT
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
DBL DOUBLE
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DN DOWN
DWG(S)DRAWINGS
(E)EXISTING
EA EACH
EF EACH FACE
EL ELEVATION
ELEC ELECTRICAL
EMBED EMBEDMENT
EN EDGE NAILING
EQ EQUAL
EQUIP EQUIPMENT
ES EACH SIDE
EW EACH WAY
EXP EXPANSION
EXT EXTERIOR
(F)FUTURE
FD FLOOR DRAIN
FF FINISH FLOOR
FLR FLOOR
FN FIELD NAILING
FNDN FOUNDATION
FRP FIBERGLASS REINFORCED
PLASTIC
FS FAR SIDE
FT FOOT/FEET
FTG FOOTING
GA GAGE/GAUGE
GALV GALVANIZED
GLB GLULAM BEAM
HDG HOT DIP GALVANIZE(D)
HORIZ HORIZONTAL
HSS HOLLOW STRUCTURAL SECTION
HT HEIGHT
HWL HIGH WATER LEVEL
IBC INTERNATIONAL BUILDING
CODE
ICC INTERNATIONAL CODE COUNCIL
IN INCH
INT INTERIOR
JT JOINT
KIP 1,000 POUNDS
KSI KIPS PER SQUARE INCH
L,∠ ANGLE
LB(S) POUNDS
LB/SF POUND(S) PER SQUARE FOOT
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LLBB LONG LEG BACK-TO-BACK
LONGIT LONGITUDINAL
LT LIGHT
LW LIGHT WEIGHT
MATL MATERIAL
MAX MAXIMUM
MB MACHINE BOLT
MC MOISTURE CONTENT
MC MISCELLANEOUS CHANNEL
MECH MECHANICAL
MIN MINIMUM
MISC MISCELLANEOUS
MSE MECHANICALLY STABILIZED
EARTH
N/A NOT APPLICABLE
(N) NEW
NDT NON-DESTRUCTIVE TEST(ING)
NFPA NATIONAL FIRE PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NO. NUMBER
NOM NOMINAL
NS NEAR SIDE
NSG NON-SHRINK GROUT
NTS NOT TO SCALE
OC ON CENTERS
OD OUTSIDE DIAMETER
OH OPPOSITE HAND, OVERHEAD
OPNG(S) OPENING(S)
OPP OPPOSITE
OSHA OCCUPATIONAL SAFETY AND
HEALTH ASSOCIATION
PAF POWDER/POWER ACTUATED
FASTENER
PER PERIODIC
PEMB PRE-ENGINEERED METAL
BUILDING
PL PLATE
PLF POUND PER LINEAL FOOT
PP PARTIAL PENETRATION
PSF POUND PER SQUARE FOOT
PSI POUND PER SQUARE INCH
PT(S) POINT(S)
PT PRESSURE TREATED
R, RAD RADIUS
RECT RECTANGLE, RECTANGULAR
REINF REINFORCING, -MENT
REQ'D REQUIRED
SCH SCHEDULE
SF SQUARE FOOT
SHT SHEET
SIM SIMILAR
SLBB SHORT LEGS BACK-TO-BACK
SLH SHORT LEG HORIZONTAL
SLV SHORT LEG VERTICAL
SMS SHEET METAL SCREW
SPEC(S) SPECIFICATION(S)
SQ SQUARE
SS STAINLESS STEEL
SSD SATURATED SURFACE DRY
STAG STAGGER
STD STANDARD
STIFF STIFFENER
STL STEEL
STRUC STRUCTURE
SUSP SUSPENDED
SYM SYMMETRICAL
T/ TOP OF
T&B TOP AND BOTTOM
TS STRUCTURAL TUBING
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
UT ULTRASONIC TESTING
VERT VERTICAL
VIF VERIFY IN FIELD
W/ WITH
W/O WITHOUT
W, WF WIDE FLANGE
WCLIB WEST COAST LUMBER
INSPECTION BUREAU
WP WORK POINT
WSTP WATERSTOP
WT WEIGHT, STRUCTURAL TEE
WALL THICKNESS
WWF WELDED WIRE FABRIC
YD YARD
GENERAL
1.THE CONSTRUCTION SHALL CONFORM TO THE 2022 CALIFORNIA BUILDING CODE (CBC), AND THE
APPLICABLE REFERENCED BUILDING CODE STANDARDS.
2.THESE NOTES AS WELL AS THE STANDARD DETAILS APPLY TO ALL PARTS OF THE PROJECT,
UNLESS NOTED OTHERWISE.
3.SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED WITH FAVORABLY REVIEWED
EQUIPMENT MANUFACTURER'S DRAWINGS. DIMENSIONS FOUNDATION DIMENSIONS ARE TO BE
COORDINATED WITH FAVORABLY REVIEWED SUBMITTAL BY THE EQUIPMENT MANUFACTURER.
4.DETAILS CALLED OUT WITH S-XXXX SHALL REFER TO THE STANDARD DETAIL FOR WHICH THEY
ARE SO NAMED.
5.ALL STRUCTURES HAVE BEEN DESIGNED FOR THE COMPLETE CONDITION CONSIDERING
OPERATIONAL, HYDROSTATIC, BACKFILL LOADS, AND APPLICABLE DYNAMIC LOADS ONLY. THE
STRUCTURES HAVE NOT BEEN DESIGNED TO RESIST OPERATIONAL, HYDROSTATIC OR BACKFILL
LOADS WHILE PARTIALLY CONSTRUCTED. OVERLOADING ANY OF THE STRUCTURES OR
STRUCTURAL ELEMENTS WHILE PARTIALLY CONSTRUCTED IS PROHIBITED.
COMPLIANCE
1.OBTAIN ALL PERMITS AND COORDINATING ALL INSPECTIONS REQUIRED BY THE SPECIAL
INSPECTOR AND AS DESCRIBED IN THE CONTRACT DOCUMENTS.
2.THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR AT LEAST (5) FIVE WORKING DAYS
PRIOR TO EACH SPECIAL INSPECTIONS AND TESTING REQUIRED. THE CONTRACTOR SHALL
PROVIDE ACCESS TO THE WORK REQUIRED FOR SPECIAL INSPECTIONS AND TESTING.
3.THE CONTRACTOR SHALL DESIGN, DETAIL, FABRICATE, INSTALL AND MAINTAIN SHORING,
SHEETING, BRACING AND SLOPING AS NECESSARY TO MAINTAIN SAFE EXCAVATIONS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING FULL COMPLIANCE WITH 29 CFR PART
1926 OSHA SUBPART P EXCAVATIONS AND TRENCHES REQUIREMENTS. ALL EARTHWORK SHALL
BE PERFORMED IN STRICT ACCORDANCE WITH APPLICABLE LAW, INCLUDING LOCAL
ORDINANCES, CAL/OSHA, HAWAII CIVIL CODE AND HAWAII DEPARTMENT OF INDUSTRIAL SAFETY
REQUIREMENTS, AND APPLICABLE OSHA REQUIREMENTS.
SOIL AND FOUNDATIONS
1.NO GEOTECHNICAL INVESTIGATION HAS BEEN PERFORMED FOR THIS PROJECT SITE. THE SOIL
DESIGN VALUES USED FOR THE DESIGN OF THE FOUNDATION ARE CONSISTENT WITH THE
ORIGINAL DESIGN INTENT AS PROVIDED ON THE RECORD DRAWINGS, AND THE PRESUMPTIVE
LOAD-BEARING VALUES PER TABLE 1806.2 OF THE 2022 CALIFORNIA BUILDING CODE.
2.ALLOWABLE BEARING CAPACITY OF SOILS ARE REPORTED FOR DEAD AND LIVE LOADS ONLY.
ALLOWABLE BEARING VALUES MAY BE INCREASED BY ONE-THIRD WHEN TRANSIENT LOADS
SUCH AS WIND OR SEISMIC LOADS ARE INCLUDED. THE FOUNDATIONS DESIGN PARAMETERS
ARE AS FOLLOWS:
ALLOWABLE BEARING PRESSURE 1,500 PSF
COHESION 130 PSF
3.EXCAVATE DOWN TO THE REQUIRED ELEVATIONS PRIOR TO BACKFILLING WITH COMPACTED
FILL (SUBGRADE). NATIVE MATERIAL SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 6-INCHES,
COMPACTED, AND TESTED TO 95% RELATIVE COMPACTION PER ASTM D1557.
4.SUBGRADE (COMPACTED FILL) SHALL BE CLASS 2 AGGREGATE BASE (AB). COMPACTED FILL AND
NATIVE MATERIALS 12-INCHES OR LESS NEED NOT TO COMPLY WITH AN APPROVED
GEOTECHNICAL REPORT PROVIDED THE IN PLACE DENSITY IS NOT LESS THAN 90% OF THE
MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE WITH
ASTM D1557. COMPACT TO 95% RELATIVE COMPACTION AS DETERMINED BY ASTM D1557.
5.COMPACTION OF NATIVE MATERIALS AND COMPACTED FILL MATERIALS SHALL BE VERIFIED BY
THE SPECIAL INSPECTOR PER THE 2022 CBC, SECTION 1804.6 AND THE SPECIAL INSPECTION
NOTES ON DRAWINGS. THE SPECIAL INSPECTOR SHALL BE INDEPENDENT OF THE
CONTRACTOR.
CONCRETE
1.CONCRETE MIX DESIGNS SHALL BE IN ACCORDANCE WITH ACI 318-19 AND ACI 301-16. THE
MINIMUM 28-DAY COMPRESSIVE STRENGTH (PSI) AS NOTED IN THE TABLE BELOW:
2.MIX DESIGN :
3.CEMENTITIOUS MATERIALS :
4.AGGREGATE IN CONCRETE :
4.1.AGGREGATES SHALL BE CLEAN, AND CONFORM TO ASTM C33 AND THE TABLES BELOW.
4.2.AGGREGATES SHALL NOT BE REACTIVE. PROVIDE DOCUMENTATION THAT
AGGREGATES HAVE BEEN VERIFIED TO BE NON-REACTIVE PER ASTM C1260. TEST
RESULTS SHALL NOT BE OLDER THAN 1-YEAR, SUBMIT FOR REVIEW.
5.ADMIXTURES (OPTIONAL) :
6.OPENINGS, PIPE SLEEVES, CONDUITS, INSERTS AND OTHER EMBEDDED ITEMS SHALL BE IN
PLACE BEFORE CONCRETE IS PLACED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE ELECTRICAL, INSTRUMENTATION AND OTHER PLANS FOR ITEMS REQUIRING
SLEEVES AND EMBEDMENTS IN CONCRETE WHICH ARE NOT INDICATED OR SHOWN ON
STRUCTURAL DRAWINGS. NO PIPES OR SLEEVES SHALL PASS THROUGH STRUCTURAL
MEMBERS(UNLESS SHOWN ON STRUCTURAL DRAWINGS). COORDINATE WITH EQUIPMENT
MANUFACTURERS DRAWINGS FOR ANCHORING DEVICES.
7.UNLESS OTHERWISE NOTED, ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED
3/4-INCH. INTERIOR FLOOR SLABS AND EXTERIOR SIDEWALKS SHALL HAVE TOOLED
3/8-INCH RADIUS CONSTRUCTION JOINT.
8.PROVIDE TROWEL FINISH AT HORIZONTAL SURFACES IN ACCORDANCE WITH ACI 301.
9.FOUNDATIONS SHALL BE PER THE CONTRACT DOCUMENTS. IF NOT SHOWN, EACH FACE
CONCRETE SHALL BE REINFORCED WITH # 5 BARS AT 12-INCHES EACH WAY, UNLESS
OTHERWISE NOTED.
10.CONCRETE ENCASE ALL PIPES AND CONDUITS UNDER CONCRETE SLABS, FOUNDATIONS,
AND STRUCTURES.
11.CONCRETE SHALL BE PLACED AND CURED BETWEEN 50 AND 90 DEGREES F. CONCRETE
SHALL NOT BE PLACED WHEN THE AMBIENT TEMPERATURE EXCEEDS 90 DEGREES F.
12.SUBMIT REINFORCEMENT SHOP DRAWINGS AND CONCRETE MIX DESIGN FOR REVIEW TO
THE ENGINEER OF RECORD.
REINFORCING STEEL (FOR CONCRETE)
1.REINFORCING STEEL (DEFORMED BARS) SHALL BE ASTM A615, GRADE 60.
2.ARRANGEMENT AND DETAILING OF REINFORCING STEEL, INCLUDING BAR SUPPORTS AND
SPACERS, SHALL BE IN ACCORDANCE WITH THE LATEST ACI 315 DETAILING MANUAL AND CRSI.
DO NOT PLACE REINFORCEMENT SUPPORTS GREATER THAN 36-INCHES ON-CENTER.
3.REINFORCING SHALL LAP IN ACCORDANCE WITH THE CONCRETE REINFORCEMENT SPLICE
TABLE, UNLESS OTHERWISE SHOWN. DOWELS SHALL HAVE THE SAME SIZE AND SPACING AS
THAT OF THE REINFORCING STEEL, UNLESS OTHERWISE NOTED.
4.HOOK REINFORCING BARS SHALL NOT BE INTERRUPTED BY OPENINGS.
5.NO WELDING OF REINFORCING BARS SHALL BE PERMITTED, UNLESS APPROVAL IN WRITING IS
OBTAINED FROM THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION.
6.DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES, UNLESS NOTED OTHERWISE BAR
COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. UNLESS NOTED
OR SHOWN OTHERWISE BAR COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
FOOTINGS AND BASE SLABS (FOR CONCRETE):
FORMED SURFACES AND BOTTOMS ON CONCRETE WORK MAT 2-INCH
TOP SURFACES EXPOSED TO EARTH, WATER, OR WEATHER 2-INCH
BOTTOMS AND SIDES IN CONTACT WITH EARTH 3-INCH
SOILS
SPECIAL INSPECTIONS AND TESTS OF EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT AND
LOAD-BEARING REQUIREMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING.
REQUIRED SPECIAL INSPECTIONS AND TESTS
SPECIAL
INSPECTION
REQUIRED
TYPE CONT PERIODIC
YES 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE
ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.--X
YES 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND
HAVE REACHED PROPER MATERIAL.--X
YES 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL
MATERIALS.--X
YES
4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT
THICKNESSES DURING PLACEMENT AND COMPACTION OF
COMPACTED FILL.
X --
YES
5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE
SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED
PROPERLY.
--X
CONCRETE COMPRESSIVE STRENGTH TABLE
TYPE
ID
REQUIRED
f ' c AT 28-DAYS LOCATION FOR USE W / CM
A 4,000 PSI FOUNDATION, SLAB-ON-GRADE 0.50 MAX
FIELD TEST RECORDS SUBMIT IN ACCORDANCE WITH CHAPTER 5.3 OF ACI 318
AIR CONTENT OPTIONAL: 4% +/- 1% IN ACCORDANCE WITH ASTM C231
SLUMP 3 TO 4 INCHES, MAX. TESTED IN ACCORDANCE WITH ASTM C143
MINIMUM CONTENT 520 LBS / CUBIC YARD
PORTLAND CEMENT TYPE II (LOW ALKALI) PER ASTM C150
POZZOLAN CLASS F FLYASH PER ASTM C618. NOT TO EXCEED 15% OF TOTAL
CEMENTITIOUS MATERIALS. POZZOLAN SUPPLIED DURING THE LIFE
OF THE PROJECT SHALL BE FROM THE SAME SINGLE SOURCE.
CLASS C FLYASH WILL NOT BE PERMITTED FOR USE.
COARSE
CONFORM TO TABLE 2 OF ASTM C33. THE NOMINAL MAXIMUM SIZE OF
COARSE AGGREGATE SHALL NOT EXCEED THREE-FOURTHS OF THE
MINIMUM CLEAR SPACING BETWEEN REINFORCING BARS, ONE-FIFTH OF THE
NARROWEST DIMENSION, BETWEEN SIDES OF FORMS, AND ONE-THIRD OF
THE THICKNESS OF SLABS OR WALLS.
FINE CONFORM TO TABLE 1 OF ASTM C33
COMBINED AGGREGATE GRADATION (% PASSING SIEVE)
1-1/2"1"3/4"3/8"NO. 4 NO. 8 NO. 16 NO. 30 NO. 50 NO.
100
NO.
200
100 90 - 100 55 - 100 45 - 75 35 - 60 27 - 45 20 - 35 12 - 25 3 - 15 0 - 5 0 - 2
CONCRETE CONSTRUCTION
REQUIRED SPECIAL INSPECTIONS AND TESTS
SPECIAL
INSPECTION
REQUIRED
TYPE CONT PERIODIC REFERENCED
STANDARD (a)
CBC
REF
YES 1. INSPECT REINFORCEMENT, INCLUDING SIZE
AND GRADE, VERIFY PLACEMENT.--X
ACI 318 Ch.
20, 25.2, 25.3,
26.6.1 - 26.6.3 19
0
8
.
4
YES 3. INSPECT ANCHORS CAST IN CONCRETE.--X ACI 318 17.8.2 --
4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS.
YES
a. ADHESIVE ANCHORS INSTALLED IN
HORIZONTALLY OR UPWARDLY INCLINED
ORIENTATIONS TO RESIST SUSTAINED TENSION
LOADS.
X --ACI 318
17.8.2.4 --
YES b. MECHANICAL ANCHORS AND ADHESIVE
ANCHORS NOT DEFINED IN 4.a.--X ACI 318 17.8.2
YES 5. VERIFY USE OF REQUIRED DESIGN MIX.--X ACI 318 Ch. 19,
26.4.3, 26.4.4
1904.1
1904.2
1908.2
1908.3
YES
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM
SLUMP AND AIR CONTENT TESTS AND
DETERMINE THE TEMPERATURE OF THE
CONCRETE.
a.) COMPRESSIVE STRENGTH TESTS SHALL BE PERFORMED
ON EACH 100 CUBIC YARDS OR FRACTION THEREOF, OF OF
EACH CONCRETE MIX PLACED IN ANY ONE DAY, IN
ACCORDANCE WITH ASTM C39.
b. SLUMP TESTS SHALL BE PERFORMED ON EACH 50 CUBIC
YARDS IN ACCORDANCE WITH ASTM C143.
c. AIR CONTENT TESTED PER ASTM C231 OR ASTM C173,
MADE WITH SAMPLES FROM FIRST THREE BATCHES AND
UNTIL THREE BATCHES MEET AIR CONTENTS SPECIFIED.
d. CONCRETE TEMPERATURE SHALL BE TESTED IN
ACCORDANCE WITH ASTM C1064.
X --
ASTM C172,
ASTM C1064,
ASTM C143,
ASTM C31,
ASTM C39,
ACI 318 26.4,
26.12
19
0
8
.
1
0
YES 7. VERIFY MAINTENANCE OF SPECIFIED CURING
TEMPERATURE AND TECHNIQUES.--X ACI 318 26.5.3
- 26.5.5 1908.9
YES
8. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR
TO REMOVAL OF SHORES AND FORMS FROM
BEAMS AND STRUCTURAL SLABS.
--X ACI 318
26.11.2 --
YES
9. INSPECT FORMWORK FOR SHAPE, LOCATION
AND DIMENSIONS OF THE CONCRETE MEMBER
BEING FORMED,
--X ACI 318
26.11.1.2(b)--
AIR ENTRAINING ASTM C260
WATER REDUCING ASTM C494, TYPE A
CONDUIT COORDINATION
1.ELECTRICAL CONDUIT AND PIPES SHALL BE ENCASED BELOW STRUCTURE FOUNDATIONS. DO
NOT PLACE CONDUIT OR PIPING INSIDE THE FOOTINGS, SLABS, OR FOUNDATION PARALLEL TO
THE MAIN LONGITUDINAL REINFORCEMENT.
2.CONDUIT SHALL MAINTAIN A MINIMUM OF 2-INCHES CLEAR TO REINFORCEMENT. CONDUIT OR
PIPES SHALL NOT BE SUPPORTED DIRECTLY ON REINFORCING STEEL.
2.REINFORCEMENT SHALL NOT BE CUT, BENT, OR RELOCATED.
3.CONDUIT RUNNING PARALLEL TO REINFORCEMENT:
3.1.THE OUTSIDE DIAMETER OF THE CONDUIT SHALL NOT EXCEED ONE-THIRD OF THE MEMBER
THICKNESS.
3.2.CONDUIT SHALL NOT BE SPACED CLOSER THAN 3 OUTSIDE DIAMETERS ON CENTER. THE
MAXIMUM CONDUIT SIZE SHALL BE USED TO DETERMINE THE SPACING BETWEEN THE
CONDUIT.
3.3.CONDUIT SHALL BE LOCATED WITHIN THE MIDDLE THIRD OF THE FOUNDATION OR
STRUCTURAL MEMBER, ONLY.
3.4.DEVIATIONS WILL NOT BE PERMITTED WITHOUT SPECIFIC REVIEW AND ACCEPTANCE BY THE
STRUCTURAL ENGINEER OF RECORD. ALL CONDUIT EMBEDDED INTO STRUCTURAL
MEMBERS, SLABS, OR FOUNDATIONS WITHOUT ANY REVIEW BY THE STRUCTURAL ENGINEER
OF RECORD SHALL BE REMOVED AT THE CONTRACTORS EXPENSE.
4.CONDUIT RUNNING PERPENDICULAR TO REINFORCEMENT:
4.1.COORDINATE PLACEMENT TO AVOID OR MINIMIZE IMPACT TO REINFORCEMENT PLACEMENT.
4.2.GROUPS OF CONDUIT THAT DAYLIGHT TO THE EDGE OR TP OF FOUNDATIONS OR
SLABS-ON-GRADE SHALL BE BLOCKED-OUT LIKE AN OPENING IN THE STRUCTURE. AROUND
THE PERIMETER OF THE BLOCK-OUT, PROVIDE ADDITIONAL REINF WITH (2) #5 TRIM BARS,
SPACED 2-INCHES APART, IN-PLANE WITH TYPICAL REINFORCEMENT ON ALL SIDES, LAP
WITH TYPICAL REINFORCEMENT.
4.3.AT THE BLOCK-OUT: PROVIDE #5 DIAGONAL BARS AT EACH CORNER, LAP PAST EACH EDGE.
BARS THAT TERMINATE AT SLAB EDGE SHALL HAVE A STANDARD HOOK.
SPECIAL INSPECTION AND TESTING - GENERAL NOTES
1.THE OWNER OR THE OWNER'S AUTHORIZED AGENT, INDEPENDENT OF THE CONTRACTOR,
SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PROVIDE SPECIAL INSPECTIONS
AND TESTING IN ACCORDANCE WITH CHAPTER 17 OF THE 2022 CALIFORNIA BUILDING CODE
AND THE CONTRACT DOCUMENTS DURING CONSTRUCTION ON THE TYPES OF WORK
SPECIFIED. STRUCTURAL SPECIAL INSPECTIONS AND TESTING SHALL GOVERN THE
QUALITY, WORKMANSHIP AND REQUIREMENTS FOR MATERIALS COVERED. MATERIALS OF
CONSTRUCTION AND TESTING SHALL CONFORM TO THE APPLICABLE STANDARDS LISTED IN
THE REFERENCED BUILDING CODE AND CONTRACT DOCUMENTS.
2.REPORT REQUIREMENT: APPROVED AGENCIES SHALL KEEP RECORDS OF SPECIAL
INSPECTIONS AND TESTS. THE APPROVED AGENCY SHALL SUBMIT REPORTS OF SPECIAL
INSPECTIONS AND TESTS TO THE AUTHORITY HAVING JURISDICTION AND TO THE
REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE
THAT WORK INSPECTED OR TESTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO
APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE
IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOT
CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
AUTHORITY HAVING JURISDICTION AND TO THE REGISTERED DESIGN PROFESSIONAL IN
RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. A
FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND TESTS AND
CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS OR TESTS SHALL BE
SUBMITTED AT A POINT IN TIME AGREED UPON PRIOR TO THE START OF WORK BY THE
OWNER OR THE OWNER'S AUTHORIZED AGENT TO THE AUTHORITY HAVING JURISDICTION.
CONTRACTOR RESPONSIBILITY
1.THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND -FORCE RESISTING
SYSTEM OR A MAIN SEISMIC-FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM, OR A
WIND-FORCE-RESISTING COMPONENT, OR SEISMIC-FORCE RESISTING COMPONENT LISTED IN
THE STATEMENT OF SPECIAL INSPECTIONS OR CONTRACT DOCUMENTS SHALL SUBMIT A
WRITTEN STATEMENT OF RESPONSIBILITY TO THE OWNER OR AUTHORITY HAVING
JURISDICTION OR OWNER'S AUTHORIZED AGENT, AND ENGINEER OF RECORD PRIOR TO
COMMENCEMENT OF THE WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S
STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE
SPECIAL INSPECTIONS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS (REFERENCE
1704.4 OF THE 2022 CALIFORNIA BUILDING CODE).
2.THE CONTRACTOR SHALL CORRECT DISCREPANCIES IDENTIFIED IN THE SPECIAL INSPECTIONS
AND TESTS WHERE WORK WAS NOT COMPLETED IN CONFORMANCE TO APPROVED
CONSTRUCTION DOCUMENTS.
STATEMENT OF SPECIAL INSPECTIONS
1.THE SPECIAL INSPECTION AND TESTING NOTES AND TABLES WITHIN THESE CONTRACT
DOCUMENTS WILL ACT AS A STATEMENT OF SPECIAL INSPECTIONS, UNLESS ADDITIONAL
INFORMATION OR DOCUMENTATION IS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.
STRUCTURAL OBSERVATIONS:
STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM,
STRUCTURAL ELEMENTS, AND THEIR CONNECTIONS FOR GENERAL CONFORMANCE TO THE
CONTRACT DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES AND AT THE COMPLETION
OF THE STRUCTURAL SYSTEMS. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE
THE RESPONSIBILITY FOR INSPECTIONS REQUIRED BY CHAPTER 17 OF THE 2022 CALIFORNIA
BUILDING CODE OR THE CONTRACT DOCUMENTS. ALL STRUCTURAL OBSERVATIONS SHALL BE
IN ACCORDANCE WITH CHAPTER 1704.6 OF THE 2022 CALIFORNIA BUILDING CODE. THE OWNER
SHALL RETAIN A REGISTERED DESIGN PROFESSIONAL (LICENSED IN CALIFORNIA) OR THE
ENGINEER OF RECORD TO PERFORM ALL THE STRUCTURAL OBSERVATIONS REQUIRED.
THE CONTRACTOR OR CONSTRUCTION MANAGER SHALL NOTIFY THE ENGINEER OF RECORD
AND PERSONS PERFORMING THE STRUCTURAL OBSERVATION AT LEAST (5) FIVE WORKING
DAYS (FOR EACH OBSERVATION) PRIOR TO THE WORK THAT IS REQUIRED TO BE OBSERVED IS
COVERED. DEFICIENCIES FOUND DURING THE STRUCTURAL OBSERVATIONS SHALL BE
CORRECTED BY THE CONTRACTOR. AT A MINIMUM, STRUCTURAL OBSERVATIONS SHALL BE IN
ACCORDANCE WITH THE FOLLOWING TABLE:
STRUCTURAL OBSERVATION TABLE
CONSTRUCTION
SEQUENCE WHAT TO OBSERVE
SUBGRADE AND
SOIL PREPARATION
STRUCTURAL FILL AND SUBGRADE
VERIFY THE MATERIALS BELOW THE FOUNDATION HAVE BEEN
INSTALLED IN CONFORMANCE WITH THE CONTRACT DOCUMENTS
FOUNDATION
REINFORCEMENT FOR BAR SIZES, SPACING, CLEARANCES, DEPTH OF
REINFORCEMENT TO TOP OF FORMS, FORMWORK. OBSERVE PRIOR TO
CONCRETE PLACEMENT
PLACEMENT OF WALL DOWELS, LAPS, ANCHOR BOLTS, STEEL EMBEDS
CONCRETE
CONSTRUCTION
REINFORCEMENT FOR BAR SIZES, SPACING, CLEARANCE, OBSERVE
PRIOR TO CONCRETE PLACEMENT, LAPS, ANCHOR BOLTS, EMBEDS
DEFERRED SUBMITTALS
IN ACCORDANCE WITH THE 2022 CBC, SECTION 107.3.4.1 SUBMITTAL DOCUMENTS FOR
DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD WHO SHALL
REVIEW THEM AND FORWARD THEM TO THE AUTHORITY HAVING JURISDICTION WITH A
NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED
AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN. THE
DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL
DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL OR AUTHORITY HAVING
JURISDICTION.
PRIOR TO ORDERING OR FABRICATION OF ANY MATERIALS, AND PRIOR TO THE INSTALLATION
OF THE INDICATED STRUCTURAL ELEMENTS, EQUIPMENT DISTRIBUTIONS SYSTEM, OR
COMPONENT AND IT'S ANCHORAGE. THE CONTRACTOR SHALL SUBMIT THE REQUIRED
CALCULATIONS, SUPPORTING INFORMATION, AND DRAWINGS FOR REVIEW AND ACCEPTANCE
BY THE ENGINEER. ALL DEFERRED SUBMITTALS AND CALCULATIONS SHALL BE IN ACCORDANCE
WITH THE 2019 CALIFORNIA BUILDING CODE, INCLUDING THE DESIGN CRITERIA AND
SPECIFICATIONS WITHIN THESE CONSTRUCTION DOCUMENTS. ALL DEFERRED SUBMITTAL
CALCULATIONS AND DRAWINGS SHALL BE SEALED AND SIGNED BY A REGISTERED
PROFESSIONAL CIVIL ENGINEER OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF
CALIFORNIA. THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS THAT ARE EXPECTED TO
CONTAIN STRUCTURAL CALCULATIONS OR SAFETY RELATED SYSTEM INFORMATION FOR
REVIEW TO MEET THE PROJECT REQUIREMENTS:
DEFERRED SUBMITTAL ITEMS
ANCHORAGE FOR GENERATOR AND FUEL TANK TO THE EXISTING FOUNDATION SYSTEM.
POST-INSTALLED ANCHORS
1.POST-INSTALLED ANCHORS SHALL BE STAINLESS STEEL TYPE 304. POST-INSTALLED
ANCHORS SHALL HAVE A CURRENT AND RELATIVE ICC-ES OR IAPMO-UES REPORT.
POST-INSTALLED ANCHORS WITHOUT A CURRENT AND RELATIVE ICC-ES OR IAMPO-UES
REPORT WILL NOT BE ACCEPTED.
2.NUTS SHALL BE ASTM F594, ALLOY GROUP 1 CW1 (F954C) OR CW2 (F594D). NUTS SHALL BE
HEX OR HEAVY HEX HEAD AND SHALL MEET THE DIMENSIONAL REQUIREMENTS OF ASME
B18.2.2
3.WASHERS SHALL BE STAINLESS STEEL TYPE 304 (AISI 304). WASHERS SHALL BE ROUND
AND MEET THE DIMENSIONAL REQUIREMENTS OF ASME B18.21.1
4.SUBMIT ANCHOR INFORMATION, WASHERS, AND NUTS FOR SUBMITTAL REVIEW PRIOR TO
ORDERING OR FABRICATING ANY MATERIALS.
5.LOCATE AND AVOID ALL REINFORCEMENT PRIOR TO DRILLING INTO THE CONCRETE.
FOLLOW THE MANUFACTURER'S REQUIREMENTS AND ICC-ES OR IAPMO-UES REPORT FOR
INSTALLATION INSTRUCTIONS.
6.CONCRETE SHALL HAVE A MINIMUM AGE OF 21-DAYS, SHALL NOT BE EXPOSED TO WATER
FOR THE PRECEDING 14-DAYS, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
2,500 PSI AT THE TIME OF ANCHOR INSTALLATION. DO NOT DRILL INTO CONCRETE PRIOR
TO 21-DAYS.
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
NOTES:
1.THE LAP LENGTH TABLE IS SPECIFIC TO TENSION DEVELOPMENT AND TENSION
LENGTHS FOR WALLS, SLABS, AND FOOTINGS IN CONCRETE IN ACCORDANCE
WITH ACI 318-19, CHAPTER 25 AND THE CRITERIA IN THIS DETAIL. CONTACT THE
ENGINEER OF RECORD FOR ANY DISCREPANCIES TO THE CRITERIA IN THIS
DETAIL.
2.LAP SPLICE LENGTHS ARE CLASS B LAPS, IN INCHES, FOR GRADE 60
REINFORCEMENT IN NORMAL WEIGHT CONCRETE WITH f'c GREATER THAN OR
EQUAL TO 3,000 PSI.
3.CENTER-TO-CENTER SPACING OF REINFORCING SHALL BE GREATER THAN
TWICE THE CONCRETE COVER PLUS ONE BAR DIAMETER.
4.TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE
CAST BELOW BARS.
5.FOR BARS OF DIFFERENT SIZES, THE LAP SPLICE LENGTHS OF THE SMALLER
BAR SHALL BE USED.
6.STAGGER LAPS A DISTANCE OF ONE-HALF THE SPLICE LENGTH, UNLESS
OTHERWISE NOTED.
LAP SPLICE LENGTH FOR REINFORCING BARS IN WALLS, SLABS & FTNGS (INCHES)
IMPERIAL [SOFT METRIC]
BAR SIZE COVER=1.00 IN.COVER=2.00 IN.COVER=1.50 IN.
TOP4 OTHER TOP 4 OTHER TOP 4 OTHER
#3 [#10]17 16 17 16 17 16
#4 [#13]23 17 23 17 23 17
222822282633#5 [#16]
#6 [#19]46 35 34 26 34 26
384943555774#7 [#22]
#8 [#25]93 72 70 54 56 43
5369668687113#9 [#29]
#10 [#32]137 106 105 81 85 66
#11 [#36]162 125 125 97 102 79
SCALE: NTS
REV 01
S-3010CONCRETE REBAR LAP SPLICE
CONCRETE COMPRESSIVE STRENGTH, f'c ≥ 3,000 PSI
HOOK
A or G
J
d
D
4d
2 1/2" MIN
DETAILING
DIMENSION
DETAILING
DIMENSION
d
D
12dA
o
r
G
180°
D = FINISHED INSIDE BEND DIAMETER
(INCLUDES SPRINGBACK)
d =BAR DIAMETER
ACI 318-19 MIN BEND DIAMETER:
6d FOR #3 THROUGH #8
8d FOR #9, #10 & #11
10d FOR #14 AND #18
RECOMMENDED END HOOK DIMENSIONS
BAR SIZE D 180 ° HOOKS 90° HOOKS
A or G J A or G
#3 0'-2 1/4"0'-5"0'-3"0'-6"
#4 0'-3"0'-6"0'-4"0'-8"
#5 0'-3 3/4"0'-7"0'-5"0'-10"
#6 0'-4 1/2"0'-8"0'-6"1'-0"
#7 0'-5 1/4"0'-10"0'-7"1'-2"
#8 0'-6"0'-11"0'-8"1'-4"
#9 0'-9 1/2"1'-3"0'-11 3/4"1'-7"
#10 0'-10 3/4"1'-5"1-'1 1/4"1'-10"
#11 1'-0"1'-7"1'-2 3/4"2'-0"
90°
SCALE: NTS
S-3020REINFORCING HOOKS
REV 01
NOTES:
1.PREFORMED JOINT FILLER SHALL COMPLY WITH ASTM D1752, TYPE 1.
2.BOND BREAKER TAPE SHALL BE AN ADHESIVE BACKED GLAZED BUTYL OR
POLYETHYLENE TAPE WHICH WILL SATISFACTORY ADHERE TO THE
PREFORMED JOINT FILLER OR CONCRETE SURFACE. THE TAPE SHALL BE
THE SAME WIDTH AS THE JOINT.
3.BACKING ROD: 1-1/4" Ø EXTRUDED, CLOSED CELL, POLYETHYLENE FOAM
ROD. BACKING ROD SHALL BE COMPATIBLE WITH SEALANT.
CONCRETE SLAB OR
FOUNDATION PER PLAN
(REINFORCEMENT NOT
SHOWN FOR CLARITY)
JOINT SEALANT:
SIKAFLEX-1C SL OR
APPROVED EQUAL
BACKER ROD
(NOTE 3)
1" THICK
PREFORMED
JOINT FILLER
(NOTE 1)
12T
INDICATES EDGE OF
(E) SLAB / WALL OR
NEW SLAB / WALL
PER PLAN
SCALE: NTS
S-3161EXPANSION JOINT
REV 01
SLAB AT WALL OR ADJACENT SLAB TO SLAB
T
(T
H
I
C
K
N
E
S
S
)
E-5
1EQUIPMENT ANCHORAGE SCHEDULE
NOTES:
1.THE EQUIPMENT LISTED IN THIS SCHEDULE HAVE BEEN DESIGNED FOR THE OPERATING WEIGHT AND CONSTRAINTS
IDENTIFIED. CONTACT THE ENGINEER OF RECORD FOR ANY DISCREPANCIES DURING EQUIPMENT SUBMITTAL PROCUREMENT.
CHANGES OR MODIFICATIONS TO THE ATTACHMENT POINTS OR EXISTING STRUCTURE MAY BE REQUIRED.
2.FOR EQUIPMENT NOT LISTED ABOVE, OR EQUIPMENT THAT IS LESS THAN 400 LBS FLOOR MOUNTED, EXCEPTIONS TO
ANCHORAGE DESIGN MAY APPLY. SUBMIT ANY EQUIPMENT NOT LISTED FOR FAVORABLY REVIEW.
3.LOCATE AND AVOID ALL REINFORCEMENT PRIOR TO DRILLING INTO THE CONCRETE OR CMU.
4.ANCHORS SHALL BE STAINLESS STEEL TYPE 304 HILTI KWIK BOLT-TZ2 OR APPROVED EQUAL. FOLLOW ICC ESR-4266 FOR
INSTALLATION INSTRUCTION AND RECOMMENDATIONS. ALTERNATE ANCHORS ARE SUBJECT TO A FAVORABLY REVIEW BY
THE ENGINEER OF RECORD AND SHALL HAVE A CURRENT ICC-ESR OR IAPMO-UES REPORT.
5.BOTTOM ANCHORAGE LOCATIONS AT (E) CONCRETE PAD OR FOUNDATION. MINIMUM CONCRETE EDGE DISTANCE TO ANCHOR
SHALL NOT BE LESS THAN 2.5-INCHES.
ISOMETRIC OF EQUIPMENT
TOP ANCHORAGE POINT AT
(E) CONCRETE OR CMU WALL
EQUIPMENT ANCHORAGE SCHEDULE
EQUIPMENT TYPE EQUIPMENT DIMENSIONS
(W x D x H)
MAXIMUM OPERATING
WEIGHT
ANCHORAGE
AT BOTTOM
MINIMUM EDGE
DISTANCE
ANCHORAGE
AT TOP
AUTOMATIC TRANSFER SWITCH (ATS)24" L x 17" W x 63" TALL 400 LBS (4) 1/2" Ø X 3.75"
EMBEDMENT SEE NOTE 5 (2) 1/2" Ø X 3.75"
EMBEDMENT
MANUAL TRANSFER SWITCH (MTS)38" L x 24" W x 73" TALL 650 LBS (4) 1/2" Ø X 3.75"
EMBEDMENT 6 INCHES NOT APPLICABLE
SCALE: NTS
W =
W
I
D
T
H
L = LENGTH
PLAN VIEW - ANCHORAGE LOCATIONS AT BOTTOM
W
=
W
I
D
T
H
3" TALL
CHANNEL CURB
(IF APPLICABLE)
1" (TYP)
S-3
2EXHAUST PIPE SUPPORT
SCALE: NTS
SECTION VIEW
NOTES:
1.CONNECTIONS AT EXISTING DOUBLE 2X JOISTS SHALL BE WITH A
3/4" Ø DIAMETER STAINLESS STEEL (TYPE 304) THREADED BOLT
W/ WASHERS AND NUTS AT EACH END (TYP).
2.ROD STIFFENERS SHALL BE INSTALLED WHERE THE THREADED
ROD EXCEEDS 1'-0" IN LENGTH.
3.LOCATE PIPE SUPPORTS WITHIN 6-INCHES OF EACH 90° TURN, OR
AT ENDS OF CONNECTIONS WITHIN 6-INCHES. THE MAXIMUM PIPE
SUPPORT SPACING SHALL NOT EXCEED 4'-0" OC.
4.CAREFULLY REMOVE ALL EXISTING PIPE INSULATION AND RE-USE
EXISTING PIPE INSULATION OR REPLACE TO MACH EXISTING.
(E) DOUBLE 2X8 OR (E)
BLOCKING AT PIPE SUPPORTS
PER RECORD DRAWINGS,
VERIFY IN FIELD (TYP)
TOLCO FIG 980 SWIVEL SWAY
BRACE (OR APPROVED
EQUAL) AT EACH END (TYP)
8" Ø EXHAUST PIPING
W/ INSULATION PER
MECHANICAL DRAWINGS
6" MAX DISTANCE FROM TOP
AND BOTTOM OF THREADED
ROD TO STIFFENER (TYP)
B-LINE B22 CHANNEL BRACE OR
APPROVED EQUAL
(MAX LENGTH NOT TO EXCEED 8'-0")
SIDE VIEW
8" Ø EXHAUST PIPING
W/ INSULATION PER
MECHANICAL DRAWINGS
B-LINE B22 CHANNEL
BRACE OR APPROVED
EQUAL (MAX LENGTH NOT
TO EXCEED 8'-0")
34" Ø THREADED
HANGER ROD
B-LINE B22
STIFFENER W/ FIG 98
ROD STIFFENER
HARDWARE (TYP)
TOLCO FIG 980 SWIVEL
SWAY BRACE (OR
APPROVED EQUAL) AT
EACH END (TYP)
3 4" Ø THREADED
HANGER ROD
B-LINE B22
STIFFENER W/ FIG
98 ROD STIFFENER
HARDWARE (TYP)
B-LINE B3100 CLEVIS HANGER W/
TOLCO FIG 1CBS CROSS BOLT
SPACER, OR APPROVED EQUAL (TYP)
(E) DOUBLE 2X8 OR (E)
BLOCKING AT PIPE
SUPPORTS PER RECORD
DRAWINGS, VERIFY IN
FIELD (TYP)
LOCATE BOLT ABOVE
NEUTRAL AXIS OF 2X
(SEE NOTE 1)
TOP CONNECTION
FLAT WASHER OR B200
SERIES SQUARE WASHER
W/ HEX NUT
B-LINE 3060- 3 4 SIDE BEAM
ANGLE CLIP OR 3"X3"X 12"
BENT PLATE W/ PLATE
WASHERS AND NUTS T&B
(TYP)
1
1
1
1
1" (TYP)
CONCRETE EQUIPMENT PAD SCHEDULE
EQUIPMENT
TYPE
EQUIPMENT
DIMENSIONS
MAX OPERATING
WEIGHT
FOUNDATION
TYPE
LENGTH
(L)
WIDTH
(W)
THICKNESS
(T)REINFORCEMENT
MTS EQUIPMENT 38" L x 24" W X 73" TALL 650 LBS MAT 4'-2"3'-0"12"#5 @ 12" OC, EW, T&B
SCALE: NTS
REV 01
S-3342EQUIPMENT FOUNDATION SCHEDULE
TYPICAL FOR EXTERIOR EQUIPMENT
1'
-
0
"
T
2"
M
I
N
,
4
"
M
A
X
,
U
O
N
1'-0"
LAP (TYP)
EQUIPMENT OR ENCLOSURE AS
SHOWN PER PLAN, SEE SCHEDULE
FOR LIMITS OF FOUNDATION AND
MAXIMUM NOT TO EXCEED VALUES
(2) BARS AT
THICKENED
EDGE TO
MATCH SLAB
REINF.
PLAN DIMENSION PER SCHEDULE (W x L)
MAT FOUNDATION
(PER SCHEDULE)
SLAB w/ THICKENED EDGE
(AS SHOWN ON PLAN)
SECTION VIEW
OPTIONAL CJ WHERE ADD'L
RAISED PAD IS SHOWN ON
PLAN. ROUGHEN TO A
MINIMUM 1/4" AMPLITUDE
RAISED EQUIP. PAD:
NOT REQUIRED
LAP
(TYP)
GRADE TO MATCH EXISTING
ELEVATION AND TYPE,
TYPICAL ALL AROUND
NOTES:
1.THE FOUNDATIONS IDENTIFIED IN THIS SCHEDULE HAVE BEEN DESIGNED FOR THE OPERATING WEIGHT AND CONSTRAINTS IN THE TABLE.
CONTACT THE ENGINEER OF RECORD FOR ANY DISCREPANCIES DURING THE EQUIPMENT SUBMITTALS. CHANGES OR MODIFICATIONS TO
THE FOUNDATIONS MAY BE REQUIRED BASED EXCEEDING THE LIMITS IN THE SCHEDULE. UNLESS OTHERWISE SHOWN, ALL FOUNDATIONS
SHALL BE MAT FOUNDATIONS.
2.EQUIPMENT BASE PLATE SHALL BE UNDERLAIN BY A MINIMUM 1/4" NON-SHRINK GROUT, 1/2" MAXIMUM NON-SHRINK GROUT.
3.REFERENCE DETAIL 1/S-2 FOR EQUIPMENT ANCHORAGE DESIGN FOR SPECIFIED EQUIPMENT IN THE SCHEDULE.
4.RAISED EQUIPMENT PAD MAY BE REQUIRED PER THE EQUIPMENT MANUFACTURER OR PER ELECTRICAL DRAWINGS. NOT REQUIRED FOR
THE MTS EQUIPMENT, UNLESS REQUESTED BY THE CITY.
5.NEW EQUIPMENT PADS PLACED AGAINST EXISTING OR NEW WALLS OR FOUNDATIONS SHALL HAVE AN EXPANSION JOINT PLACED
BETWEEN THE NEW CONCRETE EQUIPMENT PAD AND THE EXISTING OR NEW WALL OR FOUNDATION PER DETAIL S-3161 .
S-3
3SILENCER SUPPORT DETAIL
SCALE: NTS
SECTION VIEW
B3200- 3 4 WELDLESS EYE
NUT BY B-LINE COOPER
OR APPROVED EQUAL
(E) DOUBLE 2X8 OR (E)
BLOCKING AT PIPE
SUPPORTS PER RECORD
DRAWINGS, VERIFY IN FIELD
(TYP)
NOTES:
1.CONNECTIONS AT EXISTING DOUBLE 2X JOISTS SHALL BE WITH A 3/4" Ø DIAMETER STAINLESS
STEEL (TYPE 304) THREADED BOLT W/ WASHERS AND NUTS AT EACH END (TYP).
2.ROD STIFFENERS SHALL BE INSTALLED WHERE THE THREADED ROD EXCEEDS 1'-0" IN LENGTH.
3.LOCATE SILENCER SUPPORTS AS SHOWN PER PLAN VIEW - BRACING SCHEMATIC.
4.CAREFULLY REMOVE ALL EXISTING PIPE INSULATION AND RE-USE EXISTING PIPE INSULATION OR
REPLACE TO MACH EXISTING.
6" MAX DISTANCE FROM TOP
AND BOTTOM OF THREADED
ROD TO STIFFENER (TYP)
(E) DOUBLE 2X8 OR (E) BLOCKING AT
PIPE SUPPORTS PER RECORD
DRAWINGS, VERIFY IN FIELD (TYP)
THROUGH-BOLT PER NOTE 1 WITH FLAT
WASHER OR B200 SERIES SQUARE
WASHER W/ HEX NUT (TYP)
B-LINE B22 STIFFENER W/
FIG 98 ROD STIFFENER
HARDWARE (TYP)
TRANSVERSE SUPPORT SHALL BE B-LINE B22
CHANNEL BRACE OR APPROVED EQUAL
(MAX LENGTH NOT TO EXCEED 8'-0").
LONGITUDINAL SUPPORT SHALL BE SIMILAR TO THE
TRANSVERSE SUPPORT, REFERENCE DETAIL 2/S-2
SIDE VIEW, SIMILAR FOR CONNECTION DETAIL
SILENCER W/ INSULATION
PER MECHANICAL DRAWINGS
1
1
B-LINE 3060- 3 4 SIDE BEAM ANGLE CLIP
OR 3"X3"X 12" BENT PLATE W/ PLATE
WASHERS AND NUTS T&B (TYP)
TOLCO FIG 980 SWIVEL SWAY
BRACE (OR APPROVED EQUAL)
AT EACH END (TYP)
B3144-24 STANDARD
DOUBLE BOLT PIPE CLAMP
THROUGH-BOLT PER NOTE 1
WITH FLAT WASHER OR B200
SERIES SQUARE WASHER W/
HEX NUT (TYP)
6"
M
A
X
PLAN VIEW - BRACING SCHEMATIC
6" ± 2"6" ± 2"
SILENCER PER ELECTRICAL /
MECHANICAL DRAWINGS NOT
TO EXCEED 300 LBS
TRANSVERSE
BRACING (TYP OF 2),
AWAY FROM WALL
30
°
M
A
X
LONGITUDINAL BRACE SUPPORT AT
EACH VERTICAL SUPPORT, ROTATE TO
AVOID PIPE SUPPORTS IN SAME PLANE
INDICATES VERTICAL
SUPPORT (TYP OF 2)
H
=
H
E
I
G
H
T
ANCHOR EDGE
DISTANCE PER SCHEDULE
(E) OR NEW
CONCRETE PAD PER PLAN
EQ EQ
T
8-INCH THICK COMPACTED
AGGREGATE BASE, SEE SOIL AND
FOUNDATION NOTES ON SHEET S-1
COMPACTION OF NATIVE MATERIAL PER SOIL
AND FOUNDATION NOTES ON SHEET S-1
#4 @ 9" OC
DOWELS, EW
REINF PER
SCHEDULE W/
STD HOOKS
1
1
24
STRUCTURAL
S-2
STANDARD DETAILS
PIB
PDS
-
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023
(E) 24" THICK GENERATOR
PAD W/ #6 @ 12" OC, T&B, EW
20'-8" (VIF)
3'
-
4
"
(
V
I
F
)
1'
-
4
"
(V
I
F
)
7'
-
4
"
(
V
I
F
)
3'
-
4
"
(
V
I
F
)
1'-3 1/2"10'-11" (VIF)
(E) #5 DIAGONAL ADD
BARS, 4 PLACES, TO
REMAIN (TYP)
4'
-
8
1
/
2
"
(
V
I
F
)
4'-0" (VIF)4'-0" (VIF)4'-8" (VIF)4'-0" (VIF)4'-0" (VIF)
8"
(
V
I
F
)
3'
-
8
"
(
V
I
F
)
6'
-
0
"
(
V
I
F
)
2'
-
1
0
"
(
V
I
F
)
1'
-
8
"
(
V
I
F
)
1'
-
2
"
8"
(
V
I
F
)
16
'
-
0
"
(
V
I
F
)
(V
I
F
)
OP
E
N
I
N
G
AB
O
V
E
6'
-
1
"
(
V
I
F
)
4'
-
6
1
/
2
"
(
V
I
F
)
(E) 7" THICK FOUNDATION SLAB
W/ #5@12" OC, EW (CENTERED)
GENERATOR ROOM (EL 107.00)
(E) 8" CMU WALL (TYP)
(E) INSULATION,
SEE NOTE 5 (TYP)
OPENING ABOVE OPENING ABOVE
3'-0" (VIF)
INDICATES (E) FOOTING
BELOW (TYP)
(VIF)
GENERATOR AND FUEL TANK PER
ELECTRICAL AND MECHANICAL
DRAWINGS, SEE NOTES 6 & 7
PIPING ABOVE PER
MECHANICAL DRAWINGS
(SEE NOTE 8)
SILENCER ABOVE PER
MECHANICAL DRAWINGS
(SEE NOTE 9)
25
STRUCTURAL
S-3
GENERATOR ROOM FOUNDATION PLAN
PIB
PDS
-
POINSETTIA LIFT STATION GENERATOR REPLACEMENT
IMPROVEMENT PLAN FOR:
25
3840-23 540-9
FINAL SUBMITTAL
(FOR CONSTRUCTION)
NOTES
1.ALL DIMENSIONS AND SIZES SHOWN ARE APPROXIMATE AND PROVIDED AS AN AID IN INTERPRETING
THE ANTICIPATED EXISTING CONDITIONS. THE DIMENSIONS SHOWN ARE TO THE FACE OF EXISTING
CMU WALL AND NOT TO THE FACE OF THE EXISTING INSULATION. "VIF" INDICATES "VERIFY IN FIELD".
FIELD VERIFY ALL DIMENSIONS SHOWN WITH EXISTING CONDITIONS.
2.THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO ORDERING OR
FABRICATING ANY MATERIALS. NOTIFY THE ENGINEER OF RECORD OF ANY POSSIBLE DISCREPANCIES
BEFORE CONSTRUCTION.
3.DO NOT DAMAGE, OVERCUT, SCRATCH, OR CRACK ANY PORTION OF THE EXISTING STRUCTURE NOT
INTENDED TO BE MODIFIED. PROTECT AND PRESERVE PORTIONS OF THE EXISTING STRUCTURE NOT
INTENDED TO BE MODIFIED.
4.REFERENCE ELECTRICAL AND MECHANICAL DRAWINGS FOR THE SCOPE OF ITEMS TO BE REMOVED
OR DEMOLISHED. EXISTING ANCHOR BOLTS SHALL BE CUT, BURNED BACK APPROXIMATELY 1-INCH,
AND PATCHED WITH A NON-SHRINK, NON-METALLIC GROUT.
5.INDICATES EXISTING 2-INCH THICK SEMI-RIGID FIBERGLASS SOUND ABSORBING MATERIAL
(INSULATION) OVER FINISHED WALLS AND CEILING. DAMAGED OR REMOVED INSULATION SHALL BE
REPLACED BY THE SAME OR FAVORABLY REVIEWED EQUAL MATERIAL AND ATTACHMENT TO THE
EXISTING STRUCTURE. SUBMIT PROCEDURE FOR REMOVAL AND RE-USE OR NEW INSULATION FOR
REVIEW PRIOR TO ORDERING ANY MATERIALS.
6.THE NEW GENERATOR AND FUEL TANK SHALL SHALL BE LIMITED TO THE FOLLOWING:
OVERALL DIMENSIONS (WITH FUEL TANK) = 9'-10" LONG X 3'-11" WIDE X 8'-9" TALL
MAX OPERATING WEIGHT (INCLUDING FUEL TANK) = 14,260 LBS
7.THE ATTACHMENT OF THE GENERATOR TO THE FUEL TANK AND THE FUEL TANK SHALL BE DESIGNED,
DETAILED, FABRICATED, AND INSTALLED BY THE CONTRACTOR AS A DEFERRED SUBMITTAL.
REFERENCE DRAWING SHEET S-1 AND SPECIFICATION SECTION 01190 FOR ADDITIONAL INFORMATION.
8.REFERENCE DETAIL 2/S-2 FOR EXHAUST PIPE SUPPORT.
9.REFERENCE DETAIL 3/S-2 FOR SILENCER SUPPORT DETAIL AND PLAN VIEW BRACING PLAN
SCHEMATIC. COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS FOR THE PLACEMENT OF
THE SILENCER.
10.REFERENCE DETAIL S-3342 FOR MTS EQUIPMENT PAD FOUNDATION. COORDINATE LOCATION WITH
CIVIL DRAWINGS.
SCALE: NTS
GENERATOR ROOM - FOUNDATION PLAN
DocuSign Envelope ID: 22E0CD66-5F4E-491C-A1CF-7BC34D603F05
12/19/2023