Roseville City Council
April 16, 2025

c. Leviton #WT899 series

2.05 TWIST-LOCKING RECEPTACLES
C. Single Convenience Receptacles, 125 V, 20 A: Comply with NEMA WD 1, NEMA WD 6 Configuration L5-20R, and UL 498.

1. Products: Subject to compliance with requirements, provide one of the following:
a. Cooper; CWL520R.
b. Hubbell; HBL2310.
c. Leviton; 2310.
d. Pass & Seymour; L520-R.

2.06 WALL SWITCHES
A. Comply with NEMA WD 1, UL 20, and FS W-S-896.

B. Switches, 120/277 V, 20 A:

C. Pilot-Light Switches, 20 A:

1. Products: Subject to compliance with requirements, provide one of the following:
a. Hubbell; HBL1201PL for 120 and 277 V.
b. Leviton; 1221-LH1.
c. Pass & Seymour; PS20AC1RPL for 120 V, PS20AC1RPL7 for 277 V.

2. Description: Single pole, with neon-lighted handle, illuminated when switch is "off." D. Key-Operated Switches, 120/277 V, 20 A:

1. Products: Subject to compliance with requirements, provide one of the following:
a. Hubbell; HBL1221L.
b. Leviton; 1221-2L.
c. Pass & Seymour; PS20AC1-L.

2. Description: Single pole, with factory-supplied key in lieu of switch handle.

E. Single-Pole, Double-Throw, Momentary-Contact, Center-off Switches: 120/277 V, 20 A; for use with mechanically held lighting contactors.

1. Products: Subject to compliance with requirements, provide one of the following:
a. Hubbell; HBL1557.
b. Leviton; 1257.
c. Pass & Seymour; 1251.

F. Key-Operated, Single-Pole, Double-Throw, Momentary-Contact, Center-off Switches:
120/277 V, 20 A; for use with mechanically held lighting contactors, with factory-supplied key in lieu of switch handle.

1. Products: Subject to compliance with requirements, provide one of the following:
a. Hubbell; HBL1557L.
b. Leviton; 1257L.
c. Pass & Seymour; 1251L.

2.07 OCCUPANCY/VACANCY SENSOR SWITCHES
A. Occupancy sensors: automatic on, automatic off.

B. Vacancy sensors: manual on, automatic off.
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WIRING DEVICES
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C. General:

1. Occupancy sensors shall comply with the latest edition of the California Building Energy Efficiency Standards, California Building Code, Part 6 and be certified by The California Energy Commission. All sensors shall be listed in the most current directory of Certified Occupancy Sensing Devices or be on file with the CEC.

2. Sensors shall be dual-technology type infrared/ultrasonic or infrared/microphonic or as specified herein.

3. Neutral connection required. Sensors that rely on ground leakage current for operation shall not be provided.

4. All sensors shall have an adjustable time delay off setting and a sensitivity adjustment.

5. Ceiling mounted sensors shall operate be line voltage or low voltage with separate control unit. Control unit shall contain power supply and relays for switching loads.

6. Units shall be furnished with area coverage to suit application. No allowance shall be given for providing sensors improperly sized for the square footage of the controlled area.

D. Color: Device color shall be as selected by Architect, unless otherwise noted.

E. Wallbox mounted single level control sensors:

1. Sensor shall provide minimum coverage of 900-square feet.

2. Time delay adjustment from 30-seconds to 20-minutes. Set initial time-out setting at 4- minutes, unless otherwise specified. Set sensitivity adjustment at maximum.

3. Load capacity of 0 to 1800watts at connected voltage.

4. For use in small utility closets and similar areas where dual level switching is not indicated.

F. Wallbox mounted dual level control sensors:

1. Sensor shall provide dual level switching capability and minimum coverage of 1000-square feet.

2. Operation shall be manual (in two levels) ìONî and manual (in two levels) or automatic (full) ìOFFî.

3. Time delay adjustment from 30-seconds to 20-minutes. Set initial time-out setting at 20- minutes, unless otherwise specified. Set sensitivity adjustment at maximum.

4. Load capacity of 50 to 1000watts at connected voltages.

5. Integral photocell. Provide with ambient light control adjustment.

6. For use in offices and similar areas where dual level switching is indicated.

G. Wallbox mounted combination sensor and dimmer:

1. Sensor shall provide 0-10volt dimming capability for LED loads.

2. Sensor shall provide minimum coverage of 20-feet for clear line-of-sight applications.

3. Infrared only or dual-technology sensor.

4. Time delay adjustment from 3-minutes to 20-minutes. Set initial time-out setting at 15- minutes, unless otherwise specified. Set sensitivity adjustment at maximum.

5. For use in private offices and similar areas where dimming is indicated.

H. Ceiling or wall mounted single-directional sensors:

1. Sensor shall provide minimum coverage of 900-square feet.

2. Operation shall be automatic ìONî and automatic ìOFFî. Provide with a manual override switch.

3. Time delay adjustment from 30-seconds to 20-minutes. Set initial time-out setting at 10- minutes. Set sensitivity adjustment at maximum.

4. Load capacity of 20amps per power or slave pack at connected voltage.

5. Power pack, if required, consisting of Class 2, 24volt output transformer and relay in single housing, capable of powering up 2 sensors and mounted inside standard 4-inch square box.

6. For use in small office, classroom, and similar areas. 26 27 26

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I. Ceiling mounted omnidirectional sensors:

1. Sensor shall provide minimum omnidirectional coverage of 1000-square feet.

2. Operation shall be automatic ìONî and automatic ìOFFî. Provide with a manual override switch.

3. Time delay adjustment from 30-seconds to 20-minutes. Set initial time-out setting at 10- minutes. Set sensitivity adjustment at maximum.

4. Load capacity of 20amps per power or slave pack at connected voltage.

5. Power pack, if required, consisting of Class 2, 24volt output transformer and relay in single housing, capable of powering up to 2 sensors and mounted inside standard 4-inch square box.

6. For use in large storage rooms and similar areas
J. Dimmer Switches:

1. Modular, full-wave, solid-state units with integral, quiet on-off switches, with audible frequency and EMI/RFI suppression filters.

2. Modular; compatible with dimmer driver; trim potentiometer to adjust low-end dimming; dimmer-ballast combination capable of consistent dimming with low end not greater than 10 percent of full brightness.
a. Switches shall be 2-wire with no requirement for a neutral. b. Shall be certified by the lighting fixture manufacturer as compatible with the driver. c. Shall provide uniform dimming to a 10% or lower lighting output level without flicker.

K. Control: Continuously adjustable slider; with single-pole or three-way switching. Comply with UL 1472.

2.08 TIME SWITCHES
G. Wallbox mounted, line voltage type.

H. Shall be compatible with all LED lighting loads, electronic ballasts, motor loads, and inductive loads. Triac and other harmonic generating devices shall not be allowed.

I. Shall have no minimum load requirement and shall be capable of controlling up to 800watts.

J. Shall allow manual override of the preset time-out period.

K. Time switch shall be capable of operating as an ìON/OFFî switch.

L. Digital time switch:

1. Shall have the option for a beep warning that shall sound every 5-seconds once the time switch countdown reaches one minute.

2. Shall have an electroluminescent backlit Liquid Crystal Display that shows the timerís countdown.

3. Maximum setting of 30-minutes for server aisles and 10-minutes for closets.

M. Analog time switch:

1. Spring wound rotary style.

2. Maximum setting of 30-minutes for server aisles and 10-minutes for closets.

N. Astronomical time switch:

1. Includes integral programming function for precise Time Zone, Longitude, and Latitude input/

2. Weekly schedule format.

3. Minimum 5 programmable schedules.
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WIRING DEVICES
Dry Creek WWTP Operations and Lab Building
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2.09 WALL SWITCHES
O. Comply with NEMA WD 1, UL 20, and FS W-S-896.

P. Switches, 120/277 V, 20 A:

Q. Pilot-Light Switches, 20 A:

1. Products: Subject to compliance with requirements, provide one of the following:
a. Hubbell; HBL1201PL for 120 and 277 V.
b. Leviton; 1221-LH1.
c. Pass & Seymour; PS20AC1RPL for 120 V, PS20AC1RPL7 for 277 V.

2. Description: Single pole, with neon-lighted handle, illuminated when switch is "off." R. Key-Operated Switches, 120/277 V, 20 A:

1. Products: Subject to compliance with requirements, provide one of the following:
a. Hubbell; HBL1221L.
b. Leviton; 1221-2L.
c. Pass & Seymour; PS20AC1-L.

2. Description: Single pole, with factory-supplied key in lieu of switch handle.

S. Single-Pole, Double-Throw, Momentary-Contact, Center-off Switches: 120/277 V, 20 A; for use with mechanically held lighting contactors.

1. Products: Subject to compliance with requirements, provide one of the following:
a. Hubbell; HBL1557.
b. Leviton; 1257.
c. Pass & Seymour; 1251.

T. Key-Operated, Single-Pole, Double-Throw, Momentary-Contact, Center-off Switches:
120/277 V, 20 A; for use with mechanically held lighting contactors, with factory-supplied key in lieu of switch handle.

1. Products: Subject to compliance with requirements, provide one of the following:
a. Hubbell; HBL1557L.
b. Leviton; 1257L.
c. Pass & Seymour; 1251L.

2.10 FLOOR MOUNTED SERVICE BOXES
A. Multi-service recessed floor box:

1. Combination power and communication cable service floor box with flush cover and recessed compartment for access to service device(s). Box shall be for installation concrete floors.

2. Box shall be constructed of formed steel with provisions for adjustments before and after pour. Access hatch shall be steel and provided with carpet trim and insert. Make allowances for floor finishes if other than carpet. Furnish with specified receptacle(s) and accessories called for on Drawings.

3. Use Hubbell #3SFB-SS series or Walker 'Resource RFB' series.

B. Cast flush floor box:

1. Single or multi-gang floor box for flush applications in concrete floor. Box shall be cast iron with brass coverplates and carpet flange. Furnish with provisions for adjustments before and after pour. Provide with all accessories such as receptacles, compartment dividers, coverplate options, rings, etc. as indicated for application on Drawings. 26 27 26

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2. Furnish box in either shallow or deep sizes as determined by the concrete floor depth and in ganged configurations indicated on Drawings.

3. Use Hubbell #B-2400, B-4200 and B-4300 series or Walker #880C series.

C. Poke-through floor fitting:

1. Flushstyle fire rated poke-through device for installation in a 2" or 3" cured hole through a concrete floor. Provide with finish ring, receptacle, cable access, box, etc. or any other accessories to facilitate the installation indicated on Drawings.

2. Use raceway components #RC 700 series or Walker #1500 series for flush installations.

3. Use raceway components #FIT-200 series or Walker #1600 series for monument installation.

2.11 COVER PLATES
A. General:

1. Provide all coverplates with rounded edges and corners, smooth and free of grooves, embossing or other embellishment.

2. Provide mounting screws to match the plate finish.

3. Provide gang type coverplates where two or more devices are installed at one location.

Individual gangable coverplates are not acceptable.

4. Provide plates of one design, standard conventionaldesigner decora style, throughout the Project unless otherwise specified.

B. Color: Coverplate color shall be ivorywhiteblackgrayas specified by the Architect, unless otherwise noted.

C. Plastic coverplates:

1. Provide smooth, high impact, self-extinguishing thermoplastic coverplates and 0.100 inches thick with rounded edges and corners.

2. Provide openings to accommodate the devices indicated on the Drawings and in the Specifications.

D. Metal coverplates:

1. Provide smooth, type 430 stainless steel coverplates, 0.035" thick with rounded edges and corners.

2. Provide openings to accommodate the devices indicated on the Drawings and in the Specifications.

3. Provide removable plastic film to protect coverplates during installation. Remove film at time of final acceptance.

E. Weatherproof coverplates:

1. Non-public areas:
a. Provide horizontal mounted, weatherproof in-use coverplate for one duplex or one GFCI receptacle. Provide gasketed, spring loaded, vertically self-closing covers suitable for use in damp and wet locations as described in UL 514 and CEC 406.

Covers shall allow the use of the device with the cover closed. b. Furnish base plates, covers, hinge pins, spring, and screws of corrosion resistant type 302 stainless steel.

2. Public area receptacles:
a. Provide horizontal mounted weatherproof in-use coverplate for one duplex or one GFCI receptacle. Provide gasketed, spring loaded, lockable, vertically self-closing covers suitable for use in damp and wet locations as described in UL 514 and CEC 406. Covers shall allow the use of the device with the cover closed. 26 27 26

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b. Furnish base plates, covers, hinge pins, spring and screws of corrosion resistant type 302 stainless steel.
c. Provide two (2) keys for each locking type coverplate.

2.12 FINISHES
A. Color: Wiring device and matching covers, color to match existing devices in each room.

PART 3 - EXECUTION

3.01 INSTALLATION
A. Comply with NECA 1, including the mounting heights listed in that standard, unless otherwise noted.

B. Line voltage dimming at Mountain House Campus only unless noted otherwise in the plans.

C. No dimming at the Main Campus unless noted otherwise in the plans.

D. Conductors:

1. Do not strip insulation from conductors until just before they are spliced or terminated on devices.

2. Strip insulation evenly around the conductor using tools designed for the purpose. Avoid scoring or nicking of solid wire or cutting strands from stranded wire.

3. The length of free conductors at outlets for devices shall meet provisions of CEC, Article 300, without pigtails.

4. Existing Conductors:
a. Cut back and pigtail, or replace all damaged conductors. b. Straighten conductors that remain and remove corrosion and foreign matter. c. Pigtailing existing conductors is permitted provided the outlet box is large enough.

E. Device Installation:

1. Replace all devices that have been in temporary use during construction or that show signs that they were installed before building finishing operations were complete.

2. Keep each wiring device in its package or otherwise protected until it is time to connect conductors.

3. Do not remove surface protection, such as plastic film and smudge covers, until the last possible moment.

4. Connect devices to branch circuits using pigtails that are not less than 6 inches (152 mm) in length.

5. When there is a choice, use side wiring with binding-head screw terminals. Wrap solid conductor tightly clockwise, 2/3 to 3/4 of the way around terminal screw.

6. Use a torque screwdriver when a torque is recommended or required by the manufacturer.

7. When conductors larger than No. 12 AWG are installed on 15- or 20-A circuits, splice No. 12 AWG pigtails for device connections.

8. Tighten unused terminal screws on the device.

9. When mounting into metal boxes, remove the fiber or plastic washers used to hold device mounting screws in yokes, allowing metal-to-metal contact.

F. Device Plates: Do not use oversized or extra-deep plates. Repair wall finishes and remount outlet boxes when standard device plates do not fit flush or do not cover rough wall opening.

G. Dimmers:
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1. Install dimmers within terms of their listing.

2. Install unshared neutral conductors on line and load side of dimmers according to manufacturers' device listing conditions in the written instructions.

H. Arrangement of Devices: Unless otherwise indicated, mount flush, with long dimension vertical and with grounding terminal of receptacles on top. Group adjacent switches under single, multigang wall plates.

3.02 IDENTIFICATION
A. Comply with Division 26 Section "Identification for Electrical Systems."

1. Receptacles: Identify panelboard and circuit number from which served. Label cover plate using clear self-adhesive labels with minimum 1/4î high black letters. Labels shall be by Brady, P-Touch, or equal.

3.03 FIELD QUALITY CONTROL
A. Perform tests and inspections and prepare test reports.

1. Test Instruments: Use instruments that comply with UL 1436.

B. Tests for convenience receptacles

1. Line Voltage: Acceptable range is 105 to 132 V.

2. Percent Voltage Drop under 15-A Load: A value of 6 percent or higher is not acceptable.

3. Ground Impedance: Values of up to 2 ohms are acceptable.

4. GFCI Trip: Test for tripping values specified in UL 1436 and UL 943. a. Nuisance trip test: Verify that a current, below 4 milliamperes (mA), will not cause the GFCI to trip. A passing GFCI receptacle will not trip below 4 mA, It should trip with a reading between 4-6 mA.
b. Safety check test: Verify that a current of between 4-6 mA will trip the GFCI. The device passes when it trips between 4-6 mA.
c. Radio Transmitter Test: In critical applications, a typical site radio transmitter shall be keyed in proximity, 1 foot (300mm), of the GFCI device to verify that it is immune to a nuisance trip.
d. Critical GFCI devices shall be identified on the record drawings.

5. Using the test plug, verify that the device and its outlet box are securely mounted.

6. The tests shall be diagnostic, indicating damaged conductors, high resistance at the circuit breaker, poor connections, inadequate fault current path, defective devices, or similar problems. Correct circuit conditions, remove malfunctioning units and replace with new ones, and retest as specified above.

END OF SECTION
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FUSES
Dry Creek WWTP Operations and Lab Building
210015.01

PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes:

1. Cartridge fuses rated 600 V ac and less for use in control circuits, enclosed switches, panelboards, switchboards, enclosed controllers, and motor-control centers.

1.02 RELATED SECTIONS
A. Section 26 05 53 Identification for Electrical Systems B. Section 26 24 13 Switchboards
C. Section 26 24 16 Panelboards
D. Section 26 28 16 Enclosed Switches & Circuit Breakers

1.03 DEFINITIONS
A. NEMA: National Electrical Manufacturerís Association B. CEC: California Electrical Code

1.04 SUBMITTALS
A. Submit in accordance with of Section 01 33 00 Shop Drawings, Product Data and Samples.

B. Product Data: For each type of product indicated. Include construction details, material, dimensions, descriptions of individual components, and finishes for spare-fuse cabinets. Include the following for each fuse type indicated:

1. Ambient Temperature Adjustment Information: If ratings of fuses have been adjusted to accommodate ambient temperatures, provide list of fuses with adjusted ratings. a. For each fuse having adjusted ratings, include location of fuse, original fuse rating, local ambient temperature, and adjusted fuse rating.
b. Provide manufacturer's technical data on which ambient temperature adjustment calculations are based.

2. Dimensions and manufacturer's technical data on features, performance, electrical characteristics, and ratings.

3. Current-limitation curves for fuses with current-limiting characteristics.

4. Time-current coordination curves (average melt) and current-limitation curves (instantaneous peak let-through current) for each type and rating of fuse.

5. Coordination charts and tables and related data.

1.05 QUALITY ASSURANCE
A. Source Limitations: Obtain fuses, for use within a specific product or circuit, from single source from single manufacturer.

B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC, by a qualified testing agency, and marked for intended location and application. 26 28 13
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210015.01

C. Comply with NEMA FU 1 standards for cartridge fuses.

D. Comply with California Electrical Code 2022 Edition.

1.06 PROJECT CONDITIONS
A. Where ambient temperature to which fuses are directly exposed is less than 40 degrees Fahrenheit (5 degrees Centrigrade) or more than 100 degree Fahrenheit (38 degrees Centrigrade), apply manufacturer's ambient temperature adjustment factors to fuse ratings.

1.07 COORDINATION
A. Coordinate fuse ratings with utilization equipment nameplate limitations of maximum fuse size and with system short-circuit current levels.

1.08 EXTRA MATERIALS
A. Provide extra materials that match products provided and that are packaged with protective covering for storage and identified with labels describing contents.

1. Fuses: Equal to 10 percent of the required quantity for each size and type, but no fewer than 3 of each size and type.

PART 2 - PRODUCTS

2.01 MANUFACTURERS
A. Manufacturers:

1. Cooper Bussmann, Inc.

2. Ferraz Shawmut, Inc.

3. Or equal

2.02 CARTRIDGE FUSES
A. Characteristics: NEMA FU 1, nonrenewable cartridge fuses with voltage ratings consistent with circuit voltages.
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FUSES
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210015.01

PART 3 - EXECUTION

3.01 EXAMINATION
A. Examine fuses before placement. Reject fuses that are moisture damaged or physically damaged.

B. Examine holders to receive fuses for compliance with tolerances and other conditions affecting performance, such as rejection features.

C. Examine utilization equipment nameplates and product instructions. Apply fuses of sizes and with characteristics appropriate for each piece of equipment.

D. Evaluate ambient temperatures to determine if fuse rating adjustment factors must be applied to fuse ratings.

E. Proceed with assembly only after unsatisfactory conditions have been corrected.

3.02 FUSE APPLICATIONS
A. Cartridge Fuses:

1. Motor Branch Circuits: Class RK5, time delay.

2. Control Circuits: Class CC, fast acting.

3.03 FUSES
A. Assemble fuses in fusible devices. Arrange fuses so rating information is readable without removing fuse.

3.04 IDENTIFICATION
A. Apply labels complying with requirements for identification specified in Section 26 05 53 Identification for Electrical Systems and indicating fuse replacement information on inside door of each fused switch and adjacent to each fuse block, socket, and holder.

END OF SECTION
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ENCLOSED SWITCHES AND CIRCUIT BREAKERS
Dry Creek WWTP Operations and Lab Building
210015.01

PART 1 - GENERAL

1.01 SCOPE
A. Section Includes:

1. Fusible switches

2. Molded-case circuit breakers (MCCBs)

3. Enclosures

1.02 RELATED SECTIONS
A. Section 26 05 19 Low Voltage Electrical Power Conductors and Cables B. Section 26 05 48 Vibration and Seismic Controls for Electrical Systems C. Section 26 05 53 Identification for Electrical Systems D. Section 26 28 13 Fuses

1.03 DEFINITIONS
A. NC: Normally closed.

B. NO: Normally open.

C. DPST: Double pole, single throw.

D. NRTL: Nationally Recognized Testing Laboratory
E. NEMA KS 1: National Electrical Manufacturers Association standards for enclosed switches F. NEMA 250: National Electrical Manufacturers Association standards for electrical enclosures G. CEC: California Electrical Code

1.04 SUBMITTALS
A. Submit in accordance with of Section 01 33 00 Shop Drawings, Product Data and Samples.

B. Product Data: For each type of enclosed switch, circuit breaker, accessory, and component indicated. Include dimensioned elevations, sections, weights, and manufacturers' technical data on features, performance, electrical characteristics, ratings, accessories, and finishes.

1. Enclosure types and details for types other than NEMA 250, Type 1.

2. Current and voltage ratings.

3. Short-circuit current ratings (interrupting and withstand, as appropriate).

4. Detail features, characteristics, ratings, and factory settings of individual overcurrent protective devices, accessories, and auxiliary components.

C. Field quality-control reports.

1. Test procedures used.

2. Test results that comply with requirements.
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3. Results of failed tests and corrective action taken to achieve test results that comply with requirements.

D. Operation and Maintenance Data: For enclosed switches and circuit breakers to include in emergency, operation, and maintenance manuals. In addition to items specified Operation and Maintenance Data, include the following:

1. Manufacturer's written instructions for testing and adjusting enclosed switches and circuit breakers.

1.05 QUALITY ASSURANCE
A. Source Limitations: Obtain enclosed switches overcurrent protective devices, components, and accessories, within same product category, from single source from single manufacturer.

B. Electrical Components, Devices, and accessories: Listed and labeled as defined in CEC, by a qualified testing agency, and marked for intended location and application.

C. Comply with California Electrical Code, 2022 Edition.

1.06 PROJECT CONDITIONS
A. Environmental Limitations: Rate equipment for continuous operation under the following conditions unless otherwise indicated:

1. Ambient Temperature: Not less than minus 22 degrees Fahrenheit and not exceeding 122 degrees Fahrenheit.

2. Altitude: Not exceeding 6600 feet.

1.07 COORDINATION
A. Coordinate layout and placement of switches, and components with equipment served and adjacent surfaces. Maintain required workspace clearances and required clearances for equipment access doors and panels.

1.08 EXTRA MATERIALS
A. Provide extra materials that match products provided and that are packaged with protective covering for storage and identified with labels describing contents.

1. Fuses: Refer to Section 26 28 13 Fuses for required spares.

2. Fuse Pullers: Two for each size and type.

PART 2 - PRODUCTS

2.01 FUSIBLE SWITCHES
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Square D.

2. ABB/ General Electric.

3. Eaton.

4. Siemens.

B. Substitutions: Under provisions of Section 26 05 00: Common Work Results for Electrical. 26 28 16

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Dry Creek WWTP Operations and Lab Building
210015.01

C. Type HD, Heavy Duty, Single Throw, for both 240 and 600 V ac, 1200 A and Smaller: UL 98 and NEMA KS 1, horsepower rated, with clips or bolt pads to accommodate specified fuses, lockable handle with capability to accept three padlocks, and interlocked with cover in closed position.

D. Accessories:

1. Equipment Ground Kit: Internally mounted and labeled for copper ground conductors.

2. Class R Fuse Kit: Provides rejection of other fuse types when Class R fuses are specified.

3. Auxiliary Contact Kit: Two NO/NC (Form "C") auxiliary contact(s), arranged to activate before switch blades open when used in conjunction with a VFD or elevator.

4. Lugs: Mechanical type, suitable for number, size, and conductor material.

2.02 FUSES
A. General: All power fuses shall be time-delay, high interrupting (300K AIC), current limiting type, unless otherwise noted on the Drawings. All fuses shall be the product of a single Manufacturer and shall be selectively coordinated when applied in 2:1 ratio. Types of fuses shall be as follows:

1. 0 to 600amps: UL Class J, dual element, time delay type fuse with separate overload and short-circuit elements. The fuse shall hold 500% of rated current for a minimum of 10- seconds.

B. Control and instrument fuses shall be suitable for installing in blocks or fuseholders. Exact type and rating shall be as recommended by the Manufacturer of the equipment being protected.

C. Refer to specification 26 28 13 Fuses for additional product information.

2.03 MOLDED-CASE CIRCUIT BREAKERS
A. Branch and feeder circuit breakers shall be molded case, bolt on and trip indicating.

B. Where stationary molded case circuit breakers are indicated on the Drawings to be current limiting type, they shall be current limiting as defined by UL 489 and shall not employ any fusible elements.

C. Circuit breakers shall have interrupting capacity not less than that indicated on the Drawings or if not indicated, not less than 14,000 RMS symmetrical amps for 480volt systems and 10,000 RMS symmetrical amps for 208volt systems.

D. Covers shall be sealed on non-interchangeable breakers and trip unit covers shall be sealed on interchangeable trip breakers to prevent tampering. Circuit breaker ratings shall be clearly visible after installation or engraved nameplates shall be provided stating the rating. All ferrous parts shall be plated to minimize corrosion.

E. Circuit breakers shall be toggle, quick-make and quick-break operating mechanisms with trip-free feature to prevent contacts being held closed against overcurrent conditions in the circuit. Trip position of the breakers shall be clearly indicated by operating handles moving to a center position.

F. Provide identified handle ties for single pole circuit breakers that share a neutral conductor.

G. Multipole breakers shall have a single handle to open and close all contacts simultaneously in both manual operation and under automatic tripping. Interpole barriers shall be provided inside the breaker to prevent any phase-to-phase flashover. Each pole of the breaker shall have means for Arc extinguishing.
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H. All terminals shall be dual rated for aluminum or copper wire.

I. Circuit breakers with frame ratings 100amps and smaller shall be ambient temperature compensated, thermal magnetic type unless otherwise noted. Breakers shall be of full size, 1" per pole type. Panels with more than one branch breaker larger than 100amps shall be installed in distribution type panels.

J. Circuit breakers with frame ratings above 100amps through 400amps shall have solid state electronic trips with true RMS reading through the 13th harmonic with 1% accuracy, interchangeable trip via front accessible current plug, adjustable instantaneous and short time be rated as indicated on Drawings at the voltage indicated.

K. Circuit breakers with frame ratings above 400amps through 2500amps shall have microprocessor-based RMS sensing trip units with the following characteristics:

1. Interchangeable current rating plug or an adjustable trip setting to match the trip rating as indicated on Drawings.

2. Adjustable long-time pick-up setting. Minimum of five settings from 50% to 100%.

3. Adjustable long-time delay setting. Minimum of three delay bands.

4. Adjustable short time pick-up setting. Minimum of five settings from 200% to 800%.

5. Adjustable short-time delay setting. Minimum of three delay bands with I2t IN and OUT curves.

6. Adjustable instantaneous pick-up setting. Minimum of five settings from 200% to 1000%.

Where the instantaneous feature is omitted on the Drawings, the trip unit shall have an instantaneous override feature.

7. Zone selective interlocking (ZSI) for short-time delay and ground-fault delay trip functions, if indicated on the drawings.

8. LED status indication to show ìhealthî of trip unit.

9. Three-phase ammeter, if indicated on the drawings.

10. Trip indication targets on overload, ground fault and short circuit, if indicated on the drawings.

11. Auxiliary Contact Kit: Two NO/NC (Form "C") auxiliary contact(s), arranged to activate before switch blades open when used in conjunction with a VFD or elevator.

12. Equipment Ground Kit: Internally mounted and labeled for copper ground conductors.

L. Accessories: Provide accessories as noted on the Drawings, i.e. shunt-trip, auxiliary contacts, undervoltage trip, alarm switch, etc.

M. Spaces in the boards shall be able to accept any combination of 1, 2 or 3-pole circuit breakers as indicated. Provide all necessary bus, device supports, and mounting hardware sized for frame, not trip rating.

N. Series rated breakers are not acceptable unless specifically noted on the Drawings.

O. Breaker shall be rated to operate in an ambient temperature of 40-degrees C and at 100% of their frame ampere rating on a continuous basis, if indicated on the drawings.

P. For circuit breakers rated or can be adjusted to 1200amps (or higher), provide zone selective interlocking (ZSI) with downstream protective devices, if indicated on the drawings. If ZSI is not indicated on the drawings, provide a key interlock maintenance mode switch and blue LED indicating lamp in the same section, which shall allow an operator to manually enable temporary protective device maintenance settings to reduce the arc flash energy level. Key shall be held captive when maintenance mode signal is disabled and removable when maintenance mode signal is enabled. Maintenance mode switch positions shall be labeled ìEnabledî and ìDisabledî.

Blue indicating lamp shall be push-to-test type.
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Q. Refer to the Drawings for breakers requiring ground fault protection. See Section 262413:

Switchboards for requirements of ground fault protection system.

2.04 ENCLOSURES
A. Enclosed Switches: NEMA KS 1, NEMA 250, and UL 50, to comply with environmental conditions at applied location.

1. Outdoor Locations: NEMA 250, Type 3R.

2. Wash-Down Areas: NEMA 250, Type 4X.

3. Other Wet or Damp, Indoor Locations: NEMA 250, Type 4X.

B. Enclosure shall be lockable in the off position.

C. Provide defeater mechanism to bypass door lock out when the operating handle is in the on position.

PART 3 - EXECUTION

3.01 EXAMINATION
A. Examine elements and surfaces to receive enclosed switches for compliance with tolerances and other conditions affecting performance of the Work.

B. Proceed with Work only after unsatisfactory conditions have been corrected.

3.02 ENCLOSED SWITCHES AND CIRCUIT BREAKERS
A. Provide individual wall-mounted switches with tops at uniform height unless otherwise indicated.

B. Comply with requirements specified in Section 26 05 48 Vibration and Seismic Controls for Electrical Systems.

C. Provide fuses in fusible devices.

D. Provide disconnect with auxiliary contacts and ½-inch conduit and 2#14 AWG between disconnect and any variable frequency drive.

3.03 IDENTIFICATION
A. Comply with requirements in Section 26 05 53 Identification for Electrical Systems.

1. Identify conductors, interconnecting wiring, and components; provide warning signs.

2. Label each enclosure with engraved nameplate.

3.04 FIELD QUALITY CONTROL
A. Testing Agency: Engage a qualified testing agency to perform tests and inspections.

B. Acceptance Testing Preparation:

1. Test insulation resistance for each enclosed switch and circuit breaker, component, connecting supply, feeder, and control circuit.

2. Test continuity of each circuit.

C. Tests and Inspections:
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1. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters.

2. Correct malfunctioning units on-site. Retest to demonstrate compliance; otherwise, replace with new units and retest.

3. Test and adjust controls, remote monitoring, and safeties. Replace damaged and malfunctioning controls and equipment.

D. Enclosed switches and circuit breakers will be considered defective if they do not pass tests and inspections.

E. Prepare test and inspection reports, including a certified report identifying enclosed switches, circuit breakers and test results. Include notation of deficiencies detected, remedial action taken and observations after remedial action.

3.05 ADJUSTING
A. Adjust moving parts and operable components to function smoothly, and lubricate as recommended by manufacturer.

END OF SECTION
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PART 1 - GENERAL

1.01 SUMMARY
A. Work included: Labor, materials, and equipment necessary to complete the installation required for the item specified under this Division, including but not limited to:

1. PV Inverter(s).

2. PV modules or panels.

3. DC disconnect(s).

4. Combiner and junction boxes.

5. Remote monitoring panel.

6. Start-up services.

B. Related Work: Consult all other Sections, determine the extent and character of related Work, and properly coordinate Work specified herein with that specified elsewhere to produce a complete installation.

1.02 REFERENCES
A. Comply with the latest edition of the following applicable Specifications and standards except as otherwise indicated or specified:

1. Institute of Electrical and Electronic Engineers (IEEE):

IEEE 519; Guide for Harmonic Control and Reactive Compensation of Static Power Controllers
IEEE 587; Category B for Surge Withstand ability (ANSI C62.41).

IEEE 929; Recommended Practice for Utility Interface of Residential and Intermediate PV Systems.

2. CEC California Electrical Code

3. Underwriters Laboratories, Inc. (UL):

UL 1703; Standard for Flat-Plate Photovoltaic Modules and Panels.

UL 1741; Standard for Inverters, Converters and Controllers for Use in Independent Power Systems

1.03 DEFINITIONS
A. PV power system: Photovoltaic power source consisting of input and output feeders, PV inverter(s), PV modules or panels, DC disconnect(s), combiner and junction boxes and associated accessories.

1.04 SUBMITTALS
A. Submit in accordance with the requirements of Section 26 05 00: Common Work Results for Electrical, the following items:

1. Data/catalog cuts for each product and component specified herein, listing all physical and electrical characteristics and ratings indicating compliance with all listed standards.

2. Describe system operation, equipment and indicate features of each component.

3. Clearly mark on each data sheet the specific item(s) being submitted and the proposed application.

4. Shop Drawings to include:
a. Completely dimensioned plan view (1/4-inch scale) of all PV modules or panels and associated equipment with dimensioned locations of all incoming conduits.

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feeder tags for all interconnections and feeder cables indicated on the equipment layout plan.
b. Complete interconnection schematic wiring diagrams indicating the wiring requirements and conductor terminal identification for the following items:
1) PV inverter(s).
2) DC disconnect(s).
3) PV array.
4) Combiner and junction boxes.
c. One line power diagram: Show all major power components and indicate the current draw on each feeder for wire sizing purposes. Two sets of discrete feeder tags shall be used by the Manufacturer to clearly label all feeders as follows:
1) C1, C2, C3, etc.: Feeder tag denoting cable to be furnished and installed by the Contractor.
2) M1, M2, M3, etc.: Feeder tag denoting cable to be furnished by PV system Supplier and installed by the Contractor.

5. Submit energy efficiency compliance documentation.

6. Furnish structural calculations for equipment and mounting structure anchorage as described in Section 260010: Basic Electrical Requirements. Provide weights, dimensions, and center of gravity for structural calculations.

7. Copy of complete in-factory tests run prior to shipment.

8. Submit Manufacturer's installation instructions.

9. Complete Bill of Materials listing all components; include equipment height, width, depth, and weight.

10. Warranty.

B. Dimensions and configurations of PV components shall conform to the space allocated on the Drawings. The Contractor shall submit a revised layout if the equipment furnished varies in size from that indicated on Drawings for Engineer's approval.

C. Manufacturer's qualifications: Furnish satisfactory proof of required experience specified herein for Manufacturer of each product.

D. Installer's qualifications: Furnish satisfactory proof of required experience specified herein for system installer.

E. The Manufacturer will supply the Owner copies of all readings taken during the certification process.

F. Copies of the completed and submitted rebate and incentive program documents.

1.05 OPERATION AND MAINTENANCE MANUAL
A. Supply operation and maintenance manuals in accordance with the requirements of Section 26 00 10: Basic Electrical Requirements, to include the following:

1. A detailed explanation of the operation of the system.

2. Instructions for routine maintenance.

3. Pictorial parts list and part numbers.

4. Schematic wiring diagrams.

5. Telephone numbers for the authorized parts and service distributor.

6. Include all service bulletins.

7. Final testing reports.

1.06 QUALITY ASSURANCE
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A. All materials, equipment and parts comprising the units specified herein shall be new, unused, and currently under production.

B. Only products and applications listed in this Section may be used on the Project unless otherwise submitted.

C. Manufacturer qualifications: Firms regularly engaged in the manufacturing of PV power systems of types and sizes required for this Project and whose products have been in satisfactory use in similar service for not less than 5-years.

D. The unit shall be factory assembled and tested by the PV power system provider or by a firm holding a contract as the authorized distributor of the equipment and shipped to the Project site by his authorized dealer having a parts facility within 100-miles of the Project. Upon request, the Contractor shall furnish to the Engineer a notarized letter of certification stating that in fact the bidder meets the requirements of this paragraph.

E. Installer's qualifications: Firms with a minimum of 5-years of successful installation experience with Projects utilizing PV power systems similar to that of this Project.

1.07 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Shipment: The equipment specified herein shall be delivered via an air-suspension van, complete and ready for installation, to the Owner's Project site. The Contractor shall be given at least two weeks notification of intent to ship and vendor shall not ship without written approval by the Engineer.

B. Preparation for shipment:

1. Protective coatings:
a. PV inverter and other similar self-contained or enclosed components shall be shop primed and finished. Surfaces that will be inaccessible after assembly shall be painted or otherwise protected before assembly by a method that provides protection for the life of the equipment.
b. After final factory tests and acceptance, prior to packing, crating or shipment, all machined and/or polished and other ferrous and non-ferrous surfaces that are not to be painted shall be coated with rust preventive compounds according to the best judgment and experience of the Manufacturer.
c. Primers for steel and iron surfaces shall be suitable for the service and operating temperatures to be encountered during the life of the equipment. d. All exterior parts of equipment shall receive factory paint in the Manufacturer's standard colors.

2. Packing: All material and equipment shall be protected to ensure cleanliness during shipment, storage, and erection.
a. All equipment shall be adequately packed to prevent damage from handling, weather, shock, vibration, and corrosion during shipment. b. All boxes, crates and shipments shall be identified with equipment numbers, tag numbers, mark numbers or other identification.
c. All boards, panels, racks, and equipment shall be prepared for shipment with provisions for lifting and/or skidding. All lifting points shall be clearly marked. d. Each shipping unit shall be braced adequately and rigidly both internally and externally to prevent damage during transit or in the process of erection. e. All original shipping stops, bolts, ties, shunts, and other such hardware shall be reinstalled in all instruments and devices and vendor shall provide any other necessary protection required to prevent damage during shipment. 26 31 00

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f. When assemblies are supplied that require disassembly for installation or are shipped disassembled, each piece of the subassembly so affected shall be uniquely identified to its assembly position.
g. Manufacturer shall identify all equipment and components with metal or heavy linen tags substantially wired to the object and bearing the appropriate designation or tag number.
h. All loose peripheral equipment shall be boxed, crated, or otherwise completely enclosed and protected during storage, handling, and shipment. Each item of equipment shall be clearly marked. All equipment shall be protected from possible rough handling or vibration during transit.

C. Delivery: PV power system components shall not be delivered to the Project site until Contractor is ready for installation and construction is complete in area. Equipment damaged during shipping shall be replaced and returned to Manufacturer at no cost to Owner.

D. Storage: Storage on Project site is not acceptable.

E. Handling: Handle in accordance with Manufacturer's written instructions. Be careful to prevent internal component damage, breakage, denting and scoring. Damaged units shall not be installed. Replace damaged units and return equipment to Manufacturer.

1.08 UTILITY INTERCONNECTION REQUIREMENTS
A. The PV power system provider shall be responsible for acquiring the utility interconnection approval permit. This includes acquiring all forms, documents, permit applications, associated fees and attending any required meetings with the utility.

B. The PV power system provider shall comply with all utility interconnection requirements.

Additional requirements deemed necessary by the utility that were not included by the PV inverter Manufacturer will be provided by the PV power system provider at no cost to Owner.

C. The Engineer shall be copied on all forms, documents, applications, permits and correspondence between the PV power system provider and utility.

1.09 REBATE AND INCENTIVE PROGRAMS
A. The PV power system provider shall be responsible for acquiring, completing, and submitting information to qualify and reserve funds from rebate and incentive programs offered by state and federal programs in the Ownerís name.

B. The PV power system provider shall coordinate all inspections and perform all follow-up Work deemed necessary in order for the Owner to receive the rebate or incentive compensation.

C. The Engineer shall be copied on all forms, documents, applications, permits and associated correspondence.

1.10 WARRANTY
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begin upon acceptance by the Owner. The exception to this shall be the PV modules or panels which shall be covered by a 25-years parts and labor warranty.

B. The PV power system Supplier shall promptly correct any deficiencies in the materials and workmanship, which occur during the parts and labor warrantee to the satisfaction of the Engineer at no additional cost to the Owner.

C. PV modules or panels shall be warrantee to be free from defective materials and workmanship.

The PV power system Supplier shall repair or replace, at their option, without charge to the Owner, any PV module or panel that fails as a result of defective workmanship or materials within 5 years from the date of Engineer's acceptance of the completed installation.

D. In addition, PV power system Supplier agrees to replace or repair at their option, on a pro-rated basis after the 5-year parts and labor warranty, any PV module or panel that fails for the full 25- years warranty period.

E. Warranty discharge limitations shall be specified and shall be consistent with these Specifications.

1.11 SYSTEM START-UP
A. Upon completion of installation, a factory trained dealer service representative shall perform initial start-up of the PV power system. Sufficient time shall be allowed to properly check the system out and perform required minor adjustments before the Engineer's witnessed test shall begin.

1.12 MAINTENANCE
A. Maintenance services:

1. For a period of 1 year following acceptance the equipment Supplier shall have a person(s) familiar with this Project attend 4 meetings with the Owner's Representative to review system performance, operation, and any system problems. That person shall provide a written summary of the items discussed in each meeting and a schedule of when the system problems will be corrected. The report is due within 7 working days after each meeting.

2. Provide a 2-year Manufacturer's maintenance contract of the full PV power system. The 2-year period shall begin from the date of acceptance on a total no-charge basis. During this period, Manufacturer's maintenance staff shall visit the installation not less than 2- times for routine inspection and preventive maintenance. The maintenance visits shall be scheduled at 6-month intervals and shall be coordinated with the Owner and performed at times selected by the Owner. A written report of each maintenance visit shall be submitted to the Owner within 10-days. The vendor shall submit a preventative maintenance schedule outlining in detail the following:
a. Time and duration when services are to be performed. b. Work to be performed. Minimum Work per visit shall include voltage and current readings on all PV modules or panels.
c. Shutdowns required for service.
d. Company or Contractor support services required.

3. Manufacturer of PV power system shall have service and maintenance personnel solely in employ of and trained by Manufacturer in the maintenance, field testing, repair, and adjustment of the type system to be provided.
a. Service and maintenance personnel to be used for on-site testing and placing system in operation to have minimum of 2-years of experience with system to be provided.
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b. Service and maintenance personnel shall be capable of responding to requests for emergency on-site service calls within 24 hours from initial call during normal working hours (8 a.m. to 5 p.m. Monday, through Friday) and within 48 hours during off hours (holidays, weekends, evenings after 5 p.m.). 26 31 00

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PART 2 - PRODUCTS

2.01 MANUFACTURERS
A. Products furnished by the following Manufacturers shall be acceptable if in compliance with all features specified herein and indicated on the Drawings.

1. PV inverters: Refer to the latest California Energy Commission List for Approved Grid Support Inverters.

2. PV modules or panels:
a. LG
b. Panasonic
c. REC Solar
d. Silfab
e. SunPower
B. Substitutions: Under provisions of Section 26 05 00: Common Work Results for Electrical.

2.02 GENERAL
A. The PV power system shall consist of the following:

1. PV inverter(s).

2. Utility interconnection protection.

3. System metering, system status indicators and system alarm annunciation circuitry.

4. PV modules or panels.

5. Accessories as specified herein.

B. Installation and wiring methods shall conform to the requirements set forth in the California Electric Code Article 690. Use of 90-degree C rated wiring at the 75-degree C ampacity shall be used. All correction factors for ambient temperatures shall be based on the 75-degree C ampacity rating.

C. Logic and control connections shall be routed away from any power runs.

2.03 RATINGS
A. The PV system kW rating shall be as indicated on the Drawings. Each PV system shall consist of the quantity of PV inverters and PV modules as indicated on the Drawings.

B. Available short circuit current RMS symmetrical at the input to the system is 65,000amps at 480volt AC, therefore all non-automatic breakers exposed to this current (inputs and bypass) shall be adequately rated to withstand the short circuit in the closed mode and all automatic circuit breakers exposed to this current shall be adequately rated to interrupt it. All switchgear bussing shall be braced to withstand the specified short circuit current.

2.04 PV INVERTER CHARACTERISTICS
A. The PV inverter shall be UL 1741 Listed.

B. The PV inverter shall be listed on the latest California Energy Commission List for Approved Grid Support Inverters.
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C. DC Input:

1. Voltage Range: 300 to 600volt DC.

2. Surge withstand ability: Per IEEE 587/ANSI C62.41, category B standards.

D. AC Output:

1. Rating: Refer to drawings.

2. Voltage: 277/480volt AC, plus or minus 10%, 3-phase, 4-wire, plus ground.

3. Frequency: 60 Hz., plus or minus 0.5 Hz.

4. Surge withstand ability: Per IEEE 587/ANSI C62.41, Category B Standards.

5. AC Line Filter: Per IEEE 519 harmonic distortion requirements for voltage and current.

E. Noise level: Noise generated by the PV inverter(s) under any condition of normal operation shall not exceed the allowable sound pressure level of 75dBa (75/150 CPS octave band) measured at five feet from the nearest surface of the cabinet using a sound level measuring device equivalent to a General Radio type 1551B. If noise generated by the PV inverter(s) exceeds this value, the Manufacturer shall install, at his own expense, additional acoustical treatment on the walls and ceiling of the PV inverter equipment room to reduce the noise level to acceptable values.

F. Environmental conditions: The PV inverter shall be capable of withstanding any combination of the following external environmental conditions without mechanical or electrical damage or degradation of operating characteristics.

1. Operating ambient temperature: 0-degrees C to 40-degrees C.

2. Non-operating and storage ambient temperature: -10-degrees C to 40-degrees C.

3. Relative humidity: 5% to 95% non-condensing for all temperatures in the temperature range stated above.

4. Altitude to 4000-feet above means sea level without derating.

2.05 INSTRUMENTATION
A. The system control panel shall be equipped with a display screen capable of displaying the following:

1. Output AC voltage and current for all phases.

2. Output power in AC kW and kWh (+/- 1% accuracy).

3. Input DC voltage and current.

4. Date and time.

5. Mode status and alarm codes.

6. Protective function set points.

2.06 CONTROLS
A. The following system level control functions shall be provided:

1. Start/ Stop switch to enable or disable the PV inverter. Located on the front panel.

2. Maximum power tracking circuitry to achieve maximum power output.

3. Automatic start-up when sufficient DC voltage is present for a specified time.

4. Automatic turn-off when insufficient DC voltage is present for a specified time.

5. Lamp test/reset pushbutton.

6. Audible alarm test/reset pushbutton.

7. Audible alarm silence button.

2.07 PV MODULES OR PANELS
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A. General:

1. PV panels shall be UL 1703 Listed.

2. Each panel shall have bypass diodes for shadow tolerance.

3. Fire resistance shall be at least Class B.

4. PV panels shall withstand winds up to 140mph without damage to the modules or roofing structure.

5. PV panels shall be connected in arrays, such that the array does not to exceed 600volt DC under any conditions.

B. PV Panels:

1. Installation method shall be per manufacturerís instructions or approved methods.

2. The PV module or panel shall have a minimum efficiency rating of at least 16.5%.

2.08 DC DISCONNECT
A. Wall mounted local DC disconnect of the load break circuit breaker type with shunt trip shall be supplied.

B. This disconnect shall be 3-pole with the two outside poles used to open the leads to the PV inverter.

C. The PV inverter shall automatically be disconnected from the PV arrays by opening the DC disconnect by shunt trip operation due to interlock operation or fault isolation.

D. The disconnect shall contain the following:

1. Circumference crimped cable termination lugs.

2. NEMA 1 cabinet construction.

3. Provisions for handling with a forklift from the bottom.

4. ANSI 61 light gray paint.

5. Hinged or removable front panels.

6. One normally open and one normally closed contact to indicate main disconnect position.

2.09 COMBINER AND JUNCTION BOXES
A. Combiner and junction boxes used to terminate and fuse PV arrays with other PV arrays shall be UL 1741 Listed.

B. Blocking diodes shall be incorporated with each PV array circuit to prevent back feeding.

C. Each PV array circuit shall be fused.

D. Enclosures shall be wall mounted, NEMA 3R and rated for 600volt DC.

E. Enclosure shall have chassis ground.

2.10 CONSTRUCTION AND INTERWIRING
A. The PV inverter shall be constructed in NEMA Type 3R outdoor enclosure, unless otherwise noted on the drawings.

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circuit checking, adjustment, and maintenance without the removal of any adjacent module or assembly.

2.11 SOURCE QUALITY CONTROL
A. Verification of performance:

1. The PV inverter shall be inspected and tested in the Manufacturer's plant to demonstrate achievement of the system's power objectives and for full compliance with the requirements of the Contract Documents.

PART 3 - EXECUTION

3.01 EXAMINATION
A. Contractor shall thoroughly examine Project site conditions for acceptance of PV power system installation to verify conformance with Manufacturer and Specification tolerances. Do not commence with installation until all conditions are made satisfactory.

3.02 INSTALLATION
A. Install PV power system in accordance with Manufacturer's written instructions, as indicated on the Drawings and as specified herein.

B. Installation, circuit requirements, disconnecting means, wiring methods, grounding and bonding, markings, signage, and interconnections shall conform to the requirements set forth in the CEC (California Electric Code - 2022) Article 690.

C. Feeders and branch circuits for direct-current (DC) systems in wet locations shall be type XHHW-2 copper conductors.

3.03 FIELD QUALITY CONTROL
A. Manufacturer's field service: Contractor shall arrange and pay for the services of a factoryauthorized service representative to supervise the initial start-up, pretesting, and adjustment of the PV power system.

B. Independent testing: Contractor shall arrange and pay for the services of an independent Testing Agency to perform all quality control electrical testing, calibration and inspection required herein. Testing Agencies objectives shall be to:

1. Assure PV power system installation conforms to specified requirements and operates within specified tolerances.

2. Field test and inspect to ensure operation in accordance with Manufacturer's recommendations and Specifications.

3. Prepare final test report including results, observations, failures, adjustments, and remedies.

4. Apply label on PV power system upon satisfactory completion of tests and results.

5. Verify ratings and settings and make final adjustments.

C. Engineer witnessed testing: Allow a period of 8-hours per PV power system for Engineer review and final check.
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D. At least three weeks prior to any testing notify the Engineer so that arrangements can be made for witnessing tests, if deemed necessary. All pretesting shall have been tested satisfactorily prior to the Engineer's witnessed test.

E. The Contractor shall supply a suitable and stable source of electrical power to each test site.

The Testing Agency shall specify the specific power requirements.

F. Testing of overcurrent protective devices shall be done only after all devices are installed and prior to system being energized.

G. Prefunctional testing:

1. Provide Testing Agency with Contract Documents and Manufacturer instructions for installation and testing.

2. Visual and mechanical inspection:
a. Inspect for physical damage, defects alignment and fit. b. Perform mechanical operational tests in accordance with Manufacturer's instructions.
c. Compare nameplate information and connections to Contract Documents. d. Check tightness of all control and power connections. e. Check that all covers, barriers, and doors are secure. f. Verify interlock operation.

3. Pretesting:
a. Upon completing system installation, align and adjust the system and perform complete pretesting to determine conformance with the requirements of the Contract Documents. Correct any deficiencies observed in the pretesting.

Replace all malfunctioning or damaged items and retest until satisfactory results are achieved.
b. Insulation resistance tests of all buses, components, and control circuits. c. Continuity tests of circuits.
d. Provide Testing Agency with Contract Documents and Manufacturer's instructions for installation and testing.

4. PV module or panel certification: Prior to the load testing of the PV modules or panels and in the presence of the Engineer, each installation shall be certified in writing by the PV module or panel Manufacturer.
a. As part of the certification process, the module or panel open circuit voltage shall be taken for each PV module or panel and recorded.
b. DC voltage and current readings shall be taken at the junction or combiner boxes for each PV array and recorded.
c. Torque shall be checked on ALL bolted connections.
d. PV modules or panels shall be completely cleaned.

H. Functional performance testing:

1. Contractor shall provide all tools, labor, and load bank to perform the performance tests on the PV power system listed below.

2. Test and cycle all alarm and annunciation circuits to verify proper operation.

3. Test and verify all interlocks and shutdowns (including rapid shutdown).

4. Furnish all meters and recording equipment required to fully document the tests and the performance of the system and prepare typewritten reports of all tests. Review and sign all test reports attesting to their accuracy as required by the Engineer.

5. The Contractor shall provide the following equipment and services:
a. Load bank cables.
b. Load bank(s).

6. The Contractor shall provide the following equipment and services:
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a. Field labor to start emergency generator and provide assistance during the on-site testing.
b. Retain the services of Testing Agency for infrared scanning during load bank testing.

7. With PV power system operating with the utility at full power load (utilizing a load bank as the load) and in the presence of the Engineer perform and document the following tests:
a. PV power system: DC input voltage, current and power b. PV power system and PV inverter: AC output voltage, current, power, power factor and THD with harmonic spectrum graph showing individual harmonic components.
c. Efficiency: Calculate the PV power system efficiency and PV inverter efficiency. (Efficiency shall be defined as the AC RMS Output Power/ DC Input Power.) d. Remove utility source and measure response time for PV power system to shutdown.

8. The operation of the equipment installation does not constitute an acceptance of the Work by the Owner. The final acceptance is to be made after the equipment has been adjusted and has demonstrated to the Engineer's satisfaction that if fulfills the requirements of the Plans and Specifications and Supplier has furnished all required certificates in accordance with testing procedures indicated.

9. Should it be found that the equipment or any portion thereof, furnished under this Section, fails to comply with the Specifications forming part thereof, with respect or regard to the quality amount or value of materials, appliances or labor used in the Work, it shall be rejected and replaced. All Work disturbed by changes necessitated in consequence of said defects or imperfections shall be restored to the original condition.

10. Contractor shall replace at no cost to the Owner all devices which are found defective or do not operate within factory specified tolerances.

I. In the event that the system fails to function properly during the testing as a result of inadequate pretesting or preparation, the Contractor shall bear all costs incurred by the necessity for retesting including test equipment, transportation, subsistence and Engineer's hourly rate.

J. Contractor shall submit the Testing Agency's final report for review prior to Project closeout and final acceptance by the Owner. Test report shall indicate test dates, devices tested, results, observations, deficiencies, and remedies. Include a copy of the test report in the Ownerís operation and maintenance manuals.

3.04 TRAINING
A. Provisions shall be made for an on-site 2-day training program, one of the days shall be concurrent with the field-testing program. The training shall include, but not be limited to, a theoretical presentation of the PV power system and a thorough explanation and training in general operating procedures including system level troubleshooting. The classes shall be for 3 to 6 students at the discretion of the Owner.

B. The Contractor shall furnish all materials, books, and other aids for each student at no charge to Owner.

C. The Contractor shall furnish a training video that includes the topics covered.

D. Contractor shall schedule training with a minimum of 7-days advance notice.

END OF SECTION
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PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY
A. This Section includes transfer switches rated 600 V and less, including the following:

1. Automatic transfer switches.

2. Remote annunciation systems.

3. Remote annunciation and control systems.

1.03 SUBMITTALS
A. Product Data: For each type of product indicated. Include rated capacities, weights, operating characteristics, furnished specialties, and accessories.

1. Provide a withstand rating chart that includes required protective devices to meet the listed ratings.

B. Shop Drawings: Dimensioned plans, elevations, sections, and details showing minimum clearances, conductor entry provisions, gutter space, installed features and devices, and material lists for each switch specified.

C. Qualification Data: For manufacturer and testing agency.

D. Field quality-control test reports.

E. Operation and Maintenance Data: For each type of product to include in emergency, operation, and maintenance manuals. In addition to items specified in Division 01 Section "Operation and Maintenance Data," include the following:

1. Features and operating sequences, manual.

2. List of all factory settings of relays; provide relay-setting and calibration instructions, including software, where applicable.

1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: Maintain a service center capable of providing training, parts, and emergency maintenance repairs within a response period of less than eight hours from time of notification.

B. Testing Agency Qualifications: An independent agency, with the experience and capability to conduct the testing indicated, that is a member company of the InterNational Electrical Testing Association or is a nationally recognized testing laboratory (NRTL) as defined by OSHA in 29 CFR 1910.7, and that is acceptable to authorities having jurisdiction.

1. Testing Agency's Field Supervisor: Person currently certified by the InterNational Electrical Testing Association or the National Institute for Certification in Engineering Technologies to supervise on-site testing specified in Part 3.

C. Source Limitations: Obtain manual transfer switches as part of the engine generator package, through one source from a single manufacturer.
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Dry Creek WWTP Operations and Lab Building
210015.01

D. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use.

E. Comply with NEMA ICS 1.

F. Comply with CEC.

G. Comply with NFPA 110.

H. Comply with UL 1008 unless requirements of these Specifications are stricter.

1.05 COORDINATION
A. Coordinate the location of the transfer switch in the main electrical room when dimensions differ from plan.

PART 2 - PRODUCTS

2.01 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products available from the Generator Vendor as part of a package:

1. Contactor Style Transfer Switches:
a. Schneider; ASCO Power Technologies.
b. Kohler Power Systems; Generator Division.
c. ABB / GE Zenith Controls.
d. Onan/Cummins Power Generation; Industrial Business Group.

2.02 GENERAL TRANSFER-SWITCH PRODUCT REQUIREMENTS
A. Indicated Current Ratings: Apply as defined in UL 1008 for continuous loading and total system transfer.

B. Tested Fault-Current Closing and Withstand Ratings: Adequate for duty imposed by protective devices at installation locations in Project under the fault conditions indicated, based on testing according to UL 1008.

1. Where transfer switch includes internal fault-current protection, rating of switch and trip unit combination shall exceed indicated fault-current value at installation location.

C. Solid-State Controls: Repetitive accuracy of all settings shall be plus or minus 2 percent or better over an operating temperature range of minus 20 to plus 70 deg C.

D. Resistance to Damage by Voltage Transients: Components shall meet or exceed voltage-surge withstand capability requirements when tested according to IEEE C62.41. Components shall meet or exceed voltage-impulse withstand test of NEMA ICS 1.

E. Electrical Operation: Accomplish by a nonfused, momentarily energized solenoid or electricmotor-operated mechanism, mechanically and electrically interlocked in both directions.

F. Switch Characteristics: Designed for continuous-duty repetitive transfer of full-rated current between active power sources.
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1. Limitation: Switches using molded-case switches or circuit breakers or insulated-case circuit-breaker components are not acceptable.

2. Switch Action: Double throw; mechanically held in both directions.

3. Contacts: Silver composition or silver alloy for load-current switching. Conventional manual transfer-switch units, rated 225 A and higher, shall have separate arcing contacts.

G. Neutral Switching. Where four-pole switches are indicated, provide neutral pole switched simultaneously with phase poles.

H. Heater: Equip switches exposed to outdoor temperatures and humidity, and other units indicated, with an internal heater. Provide thermostat within enclosure to control heater.

I. Annunciation, Control, and Programming Interface Components: Devices at transfer switches for communicating with remote programming devices, annunciators, or annunciator and control panels shall have communication capability matched with remote device.

J. Factory Wiring: Train and bundle factory wiring and label, consistent with Shop Drawings, either by color-code or by numbered or lettered wire and cable tape markers at terminations. Colorcoding and wire and cable tape markers are specified in Division 26 Section "Identification for Electrical Systems."

1. Designated Terminals: Pressure type, suitable for types and sizes of field wiring indicated.

2. Power-Terminal Arrangement and Field-Wiring Space: Suitable for top, side, or bottom entrance of feeder conductors as indicated.

3. Control Wiring: Equipped with lugs suitable for connection to terminal strips.

K. Enclosures: Provide switch as enclosed style for installation in the NEMA 1 enclosure.

2.03 AUTOMATIC TRANSFER SWITCHES
A. Comply with Level 1 equipment according to NFPA 110.

B. Switching Arrangement: Double-throw type, incapable of pauses or intermediate position stops during normal functioning, unless otherwise indicated.

C. Manual Switch Operation: Unloaded. Control circuit automatically disconnects from electrical operator during manual operation.

D. Signal-Before-Transfer Contacts: A set of normally open/normally closed dry contacts operates in advance of retransfer to normal source. Interval is adjustable from 1 to 30 seconds.

E. In-Phase Monitor: Factory-wired, internal relay controls transfer so it occurs only when the two sources are synchronized in phase. Relay compares phase relationship and frequency difference between normal and emergency sources and initiates transfer when both sources are within 15 electrical degrees, and only if transfer can be completed within 60 electrical degrees. Transfer is initiated only if both sources are within 2 Hz of nominal frequency and 70 percent or more of nominal voltage.

F. Automatic Transfer-Switch Features:

1. Undervoltage Sensing for Each Phase of Normal Source: Sense low phase-to-ground voltage on each phase. Pickup voltage shall be adjustable from 85 to 100 percent of nominal, and dropout voltage is adjustable from 75 to 98 percent of pickup value. Factory set for pickup at 90 percent and dropout at 85 percent. 26 36 23

AUTOMATIC TRANSFER SWITCHES
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2. Adjustable Time Delay: For override of normal-source voltage sensing to delay transfer and engine start signals. Adjustable from zero to six seconds. Settings to be adjusted in the field during startup and commissioning.

3. Voltage/Frequency Lockout Relay: Prevent premature transfer to generator. Pickup voltage shall be adjustable from 85 to 100 percent of nominal. Factory set for pickup at 90 percent. Pickup frequency shall be adjustable from 90 to 100 percent of nominal. Factory set for pickup at 95 percent.

4. Time Delay for Retransfer to Normal Source: Adjustable from 0 to 30 minutes, and factory set for 10 minutes to automatically defeat delay on loss of voltage or sustained undervoltage of emergency source, provided normal supply has been restored.

5. Test Switch: Simulate normal-source failure.

6. Switch-Position Pilot Lights: Indicate source to which load is connected.

7. Source-Available Indicating Lights: Supervise sources via transfer-switch normal- and emergency-source sensing circuits.
a. Normal Power Supervision: Green light with nameplate engraved "Normal Source Available."
b. Emergency Power Supervision: Red light with nameplate engraved "Emergency Source Available."

8. Unassigned Auxiliary Contacts: Two normally open, single-pole, double-throw contacts for each switch position, rated 10 A at 240-V ac.

9. Transfer Override Switch: Overrides automatic retransfer control so automatic transfer switch will remain connected to emergency power source regardless of condition of normal source. Pilot light indicates override status.

10. Engine Starting Contacts: One isolated and normally closed, and one isolated and normally open; rated 10 A at 32-V dc minimum.

11. Engine Shutdown Contacts: Time delay adjustable from zero to five minutes, and factory set for five minutes. Contacts shall initiate shutdown at remote engine-generator controls after retransfer of load to normal source.

12. Engine-Generator Exerciser: Solid-state, programmable-time switch starts engine generator and transfers load to it from normal source for a preset time, then retransfers and shuts down engine after a preset cool-down period. Initiates exercise cycle at preset intervals adjustable from 7 to 30 days. Running periods are adjustable from 10 to 30 minutes. Factory settings are for 30-day exercise cycle, 20-minute running period, and 5- minute cool-down period. Exerciser features include the following:
a. Exerciser Transfer Selector Switch: Permits selection of exercise with and without load transfer.
b. Push-button programming control with digital display of settings. c. Integral battery operation of time switch when normal control power is not available. d. This feature is to be available and only activated in the field per the direction of the ownerís representative.

2.04 SOURCE QUALITY CONTROL
A. Factory test and inspect components, assembled switches, and associated equipment. Ensure proper operation. Check transfer time and voltage, frequency, and time-delay settings for compliance with specified requirements. Perform dielectric strength test complying with NEMA ICS 1.

PART 3 - EXECUTION

3.01 INSTALLATION
A. Identify components according to Division 26 Section "Identification for Electrical Systemsî. 26 36 23

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B. Provide a placard indicating the sequence of operation including load shedding.

C. The installation and operation shall comply with NFPA 110 for an optional standby system.

D. Space in the main electrical room is limited. If a substitution is made from the transfer switch specified it will be the Contractorís responsibility to ensure that it will fit into the allotted space.

Note that with a single point of egress double the clearance is required.

3.02 CONNECTIONS
A. Wiring to Remote Components: Match type and number of cables and conductors to control and communication requirements of transfer switches as recommended by manufacturer. Increase raceway sizes at no additional cost to Owner if necessary to accommodate required wiring.

B. Ground equipment according to Division 26 Section "Grounding and Bonding for Electrical Systemsî.

C. Connect wiring according to Division 26 Section "Low-Voltage Electrical Power Conductors and Cablesî.

3.03 FIELD QUALITY CONTROL
A. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect, test, and adjust components, assemblies, and equipment installations, including connections. Report results in writing.

B. Testing Agency: Engage a qualified independent testing and inspecting agency to perform tests and inspections and prepare test reports.

1. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect components, assemblies, and equipment installation, including connections, and to assist in testing.

2. After installing equipment and after electrical circuitry has been energized, test for compliance with requirements.

3. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters.

4. Measure insulation resistance phase-to-phase and phase-to-ground with insulationresistance tester. Include external annunciation and control circuits. Use test voltages and procedure recommended by manufacturer. Comply with manufacturer's specified minimum resistance.
a. Check for electrical continuity of circuits and for short circuits. b. Inspect for physical damage, proper installation and connection, and integrity of barriers, covers, and safety features.
c. Verify that automatic and manual transfer warnings are properly placed. d. Perform automatic and manual transfer operation.

5. After energizing circuits, demonstrate interlocking sequence and operational function for each switch.
a. Verify utility power rotation and coordinate throughout the distribution system. b. Simulate power failures of normal source to automatic transfer switches and of emergency source with normal source available.
c. Simulate loss of phase-to-ground voltage for each phase of normal source. d. Verify time-delay settings.
e. Verify pickup and dropout voltages by data readout or inspection of control settings. 26 36 23

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f. Perform contact-resistance test across main contacts and correct values exceeding 500 microhms and values for 1 pole deviating by more than 50 percent from other poles.
g. Verify proper sequence and correct timing of automatic engine starting, transfer time delay, retransfer time delay on restoration of normal power, and engine cool-down and shutdown.

C. Coordinate tests with a generator connected and operating.

1. Contractor to furnish a portable generator, fuel, cables and personnel to connect and accomplish the test.

D. Report results of tests and inspections in writing. Record adjustable relay settings and measured insulation and contact resistances and time delays. Attach a label or tag to each tested component indicating satisfactory completion of tests.

E. Remove and replace malfunctioning units and retest as specified above.

F. Infrared Scanning: After Substantial Completion, but not more than 60 days after Final Acceptance, perform an infrared scan of each switch. Remove all access panels so joints and connections are accessible to portable scanner.

1. Follow-up Infrared Scanning: Perform an additional follow-up infrared scan of each switch 11 months after date of Substantial Completion.

2. Instrument: Use an infrared scanning device designed to measure temperature or to detect significant deviations from normal values. Provide calibration record for device.

3. Record of Infrared Scanning: Prepare a certified report that identifies switches checked and that describes scanning results. Include notation of deficiencies detected, remedial action taken, and observations after remedial action.

3.04 DEMONSTRATION
A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain transfer switches and related equipment as specified below. Refer to Division 01 Section "Demonstration and Trainingî.

B. Factory authorized service representative shall conduct two initial 4-hour training sessions for Owner's Maintenance Personnel upon completion and acceptance of system. Provide one 4- hour follow-up training session to be scheduled by Owner within one year of the final date of the final initial training session. Instructions shall include operation, maintenance, adjusting and testing of equipment with both classroom training and hands-on instruction. The agenda for the second session will be by Owner.

C. Contractor shall provide a training video.

D. Contractor shall schedule training with a minimum of 7-days advance notice.

E. Coordinate this training when there is a portable generator in place.

END OF SECTION
26 43 13

SURGE PROTECTIVE DEVICES (SPD)
Dry Creek WWTP Operations and Lab Building
210015.01

PART 1 - GENERAL

1.01 SUMMARY
A. Work included: Labor, materials, and equipment necessary to complete the installation required for the item specified under this Division, including but not limited to:

1. Surge protective devices (SPD).

B. Related Work: Consult all other Sections, determine the extent and character of related Work, and properly coordinate Work specified herein with that specified elsewhere to produce a complete installation.

1.02 REFERENCES
A. Comply with the latest edition of the following applicable Specifications and standards except as otherwise indicated or specified.

1. American National Standards Institute, Inc. (ANSI)/Institute of Electrical and Electronics Engineers (IEEE):

ANSI/IEEE C62.1; Standard for Surge Arresters for Alternating Current Power Circuits.

ANSI/IEEE C62.11; Standard for Metal-Oxide Surge Arrestors for AC Power Circuits.

ANSI/IEEE C62.41.1; Guide on the Surges Environment in Low-Voltage (1000V and Less) AC Power Circuits.

ANSI/IEEE C62.41.2; Recommended Practices on Characterization of Surges in LowVoltage (1000V and Less) AC Power Circuits.

ANSI/IEEE C62.45; Recommended Practice on Surge Testing for Equipment Connected to Low-Voltage (1000V and Less) AC Power Circuits.

2. Underwriters Laboratory, Inc. (UL):

UL 50; Cabinets and Boxes.

UL 1283 Electromagnetic Interference Filters. [Type 2 only] UL 1449; Surge Protective Devices, 4th Edition.

3. National Electrical Manufacturers Association (NEMA):

NEMA PB 1.1; General Instructions for Proper Installation, Operation, and Maintenance of Panelboards Rated 600 Volts or Less.

1.03 SYSTEM DESCRIPTION
A. Provide surge protective device (SPD) equipment having the electrical characteristics, ratings, and modifications as specified herein and as shown on the drawings. To maximize performance and reliability and to obtain the lowest possible let-through voltages, the ac surge protection shall be integrated into electrical distribution equipment such as switchboards, and panelboards.

B. SPD units and all components shall be designed, manufactured, and tested in accordance with the latest applicable UL standard (ANSI/UL 1449 4th Edition).

C. SPD units shall be furnished in two Types. Type 1 and Type 2 as outlined below:

1. Type 1: Permanently connected SPDs installed on the line or load side of main disconnect device(s), at main switchboard. This type closely relates to the devices previously referred to as secondary surge arrestors. These Type 1 SPDs should be specially suited to conduct the high energy impulses from lightning strikes. 26 43 13

SURGE PROTECTIVE DEVICES (SPD)
Dry Creek WWTP Operations and Lab Building
210015.01

2. Type 2: Permanently connected SPD installed on the load side of the service panel main disconnect device(s). This type most closely relates to devices that were previously classified as Transient Voltage Surge Suppression (TVSS). These Type 2 SPDs are especially suited for distribution boards and panelboard applications.

1.04 SUBMITTALS
A. Submit in accordance with the requirements of Section 26 05 00: Common Work Results for Electrical, the following items:

1. Data/catalog cuts for each product and component specified herein, listing all physical and electrical characteristics and ratings indicating compliance with all listed standards.

2. Describe system operation, equipment and dimensions and indicate features of each component.

3. Clearly mark on each data sheet the specific item(s) being submitted and the proposed application.

4. Shop Drawings: Include elevations, cabinet dimensions, complete component listing and layout within cabinet, amperage ratings and capacities, system characteristics and wiring diagrams.

5. Submit Manufacturer's installation instructions.

6. Complete bill of material listing all components.

7. Warranty.

1.05 OPERATION AND MAINTENANCE MANUAL
A. Supply operation and maintenance manuals in accordance with the requirements of Section 260010: Basic Electrical Requirements, to include the following.

1. A detailed explanation of the operation of the system.

2. Instruments for routine maintenance.

3. Pictorial parts list and parts number.

4. Telephone numbers for authorized parts and service distributors.

1.06 QUALITY ASSURANCE
A. All materials, equipment and parts comprising the units specified herein shall be new, unused, and currently under production.

B. Only products and applications listed in this Section may be used on the Project unless otherwise submitted.

1.07 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Delivery: SPD components shall not be delivered to the Project site until protected storage space is available. Storage outdoors covered by rainproof material is not acceptable.

Equipment damaged during shipment shall be replaced and returned to Manufacturer at no cost to Owner.

B. Storage: Store in a clean, dry, ventilated space free from temperature extremes. Maintain factory wrapping or provide a heavy canvas/plastic cover to protect units from dirt, water, construction debris and traffic. Provide heat where required to prevent condensation.

C. Handling: Handle in accordance with the Manufacturer's written instructions. Be careful to prevent internal component damage, breakage, denting and scoring. Damaged units shall not be installed. Replace damaged units and return equipment to Manufacturer. 26 43 13

SURGE PROTECTIVE DEVICES (SPD)
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1.08 WARRANTY
A. Units and components offered under this Section shall be covered by a 5-year parts and labor warranty for malfunctions resulting from defects in materials and workmanship. Warranty shall begin upon acceptance by the Owner.

PART 2 - PRODUCTS

2.01 MANUFACTURERS
A. Products furnished by the following Manufacturers shall be acceptable if in compliance with all features specified herein and indicated on the Drawings.

1. Schneider Electric/ Square D.

2. ABB/ General Electric.

3. Eaton.

4. Siemens.

B. Substitutions: Under provisions of Section 26 05 00: Common Work Results for Electrical.

2.02 GENERAL
A. All Specification noted herein apply to the switchboard, and panelboard units, unless otherwise noted.

B. The SPD system utilizes diversion modules to suppress and divert transient voltage and surge currents. The system is designed to provide protection for sensitive electronic devices against the effects of surges, transients, and electrical line noise.

C. Environmental requirements:

1. Operating temperature: -40-degree C to 60-degree C.

2. Relative humidity: 0% to 95%.

3. Operating altitude: 0 to 12,000-feet.

4. Audible noise: Less than 35-dB.

D. Electrical requirements:

1. Unit operating voltage: The SPD system voltage shall be as indicated on the Drawings.

2. Maximum continuous operating voltage ìMCOVî: The MVOC shall not be less than 125% of the nominal system operating voltage.

3. The suppression system shall incorporate thermally protected metal-oxide varistors ìMOVsî as the core surge suppression component for the service entrance and all other distribution levels. The system shall not utilize silicon avalanche diodes, selenium cells, air gaps, or other components that may crowbar the system voltage leading to system upset or create any environmental hazards.

4. Protection modes: The SPD must protect all modes of the electrical system being utilized. The required protection modes are indicated by bullets in the following table:

PROTECTION MODES TABLE
Configuration L-N L-G L-L N-G
WYE ● ● ● ●
Delta N/A ● ● N/A
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SURGE PROTECTIVE DEVICES (SPD)
Dry Creek WWTP Operations and Lab Building
210015.01

PROTECTION MODES TABLE
Configuration L-N L-G L-L N-G
Single Split Phase ● ● ● ●
High Leg Delta ● ● ● ●

5. Nominal discharge current (In): All SPDs applied to the distribution system shall have a 20kA In rating regardless of their SPD Type (includes Types 1 and 2) or operating voltage. SPDs having an in less than 20kA shall be rejected.

6. Voltage protection rating (VPR): The maximum ANSI/UL 1449 4th Edition VPR for the device shall not exceed the following:

VOLTAGE PROTECTION RATING TABLE
System Voltage L-N L-G L-L N-G
120/208 700V 700V 1200V 700V
277/480 1200V 1200V 2000V 1200V
346/600 1500V 1500V 3000V 1500V
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SURGE PROTECTIVE DEVICES (SPD)
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E. SPD design:

1. The SPD shall be maintenance free and shall not require any user intervention throughout its life. SPDs containing items such as replaceable modules, replaceable fuses, or replaceable batteries shall not be accepted. SPDs requiring any maintenance of any sort such as periodic tightening of connections shall not be accepted. SPDs requiring user intervention to test the unit via a diagnostic test kit or similar device shall not be accepted.

2. The surge current shall be equally distributed to all MOV components to ensure equal stressing and maximum performance. The surge suppression platform must provide equal impedance paths to each matched MOV.

3. Each unit shall include a high-performance EMI/RFI noise rejection filter. Noise attenuation for electric line noise shall be up to 50-dB from 10kHz to 100MHz using the MIL-STD-220A insertion loss test method.

4. No plug-in component modules or printed circuit boards shall be used as surge current conductors. All internal components shall be soldered, hardwired with connections utilizing low impedance conductors.

5. SPD shall provide the following integral monitoring options:
a. Each unit shall have a green/red solid-state indicator light that reports the status of the protection on each phase:
1) For WYE configured units, the indicator lights must report the status of all protection elements and circuitry in the L-N and L-G modes. WYE configured units shall also contain an additional green/red solid-state indicator light that reports the status of the protection elements and circuitry in the N-G mode.
2) For delta configured units, the indicator lights must report the status of all protection elements and circuitry in the L-G and L-L modes. 3) The absence of a green light and the presence of a red light shall indicate that damage has occurred on the respective phase or mode. All protection status indicators shall indicate the actual status of the protection on each phase or mode. If power is removed from any one phase, the indicator lights shall continue to indicate the status of the protection on all other phases and protection modes.
b. The SPD must include Form C dry contacts (one NO and one NC) for remote annunciation of its status. Both the NO and NC contacts shall change state under any fault condition.
c. The SPD shall contain an audible alarm that will be activated under any fault condition. There shall also be an audible alarm silence button used to silence the audible alarm after it has been activated.
d. Surge counter:
1) The SPD shall be equipped with an LCD display that indicates to the user how many surges have occurred at the location.
2) The surge counter shall trigger each time a surge event with a peak current magnitude of a minimum of 50amps ± 20amps occurs.
3) A reset pushbutton shall also be standard, allowing the surge counter to be zeroed. The reset button shall contain a mechanism to prevent accidental resetting of the counter via a single, short-duration button press. In order to prevent accidental resetting, the surge counter reset button shall be depressed for a minimum of 2-seconds in order to clear the surge count total.
4) The ongoing surge count shall be stored in non-volatile memory. If power to the SPD is completely interrupted, the ongoing count indicated on the surge counterís display prior to the interruption shall be stored in non-volatile memory and displayed after power is restored. The surge counterís 26 43 13

SURGE PROTECTIVE DEVICES (SPD)
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210015.01

memory shall not require a backup battery in order to achieve this functionality.

6. The unit shall contain thermally protected MOVs. These thermally protected MOVs shall have a thermal protection element packaged together with the MOV in order to achieve overcurrent protection of the MOV. The thermal protection element shall disconnect the MOV(s) from the system in a fail-safe manner should a condition occur that would cause them to enter a thermal runaway condition.

7. All the SPDís components and diagnostics shall be contained within one discrete assembly. SPDs or individual SPD modules that must be ganged together in order to achieve higher surge current ratings or other functionality shall not be accepted.

8. Safety requirements:
a. The SPD shall minimize potential arc flash hazards by containing no user serviceable or replaceable parts and shall be maintenance free. SPDs requiring any maintenance of any sort such as periodic tightening of connections shall not be accepted. SPDs requiring user intervention to test the unit via a diagnostic test kit or similar device shall not be accepted.
b. SPDs designed to interface with the electrical assembly via conductors shall require no user contact with the inside of the unit. Such units shall have any required conductors be factory installed.

2.03 SYSTEM APPLICATION
A. The SPD applications covered under this section include switchboards panelboard assemblies.

All SPDs shall be tested and demonstrate suitability for application within ANSI/IEEE C62.41 Category C, B, and A environments.

B. The minimum surge current capacity the device is capable of withstanding shall be as shown in the following table:

MINIMUM SURGE CURRENT CAPACITY TABLE
Category Application Per Phase Per Mode
C Service Entrance Locations (Switchboards) 250kA 125kA B High Exposure Roof Top Locations
(Switchboards and Panelboards)
160kA 80kA
A Branch Locations (Panelboards) 120kA 60kA
C. All SPDs installed on the line side of the service entrance disconnect shall be Type 1 SPDs. All SPDs installed on the load side of the service entrance disconnect shall be Type 1 or Type 2 SPDs.

2.04 PANELBOARDS
A. The SPD application covered under this section includes lighting and outlet panelboards. The SPD units shall be tested and demonstrate suitability for application within ANSI/IEEE C62.41 Category A or B environments.

B. The SPD shall not limit the use of through-feed lugs, sub-feed lugs, and sub-feed breaker options.
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C. SPDs shall be installed immediately following the load side of the main breaker. SPDs installed in main lug only panelboards shall be installed immediately following the incoming main lugs.

D. The panelboard shall be capable of re-energizing upon removal of the SPD.

E. The SPD shall be interfaced to the panelboard via a direct bus bar connection.

F. The SPD shall be included and mounted within the panelboard by the manufacturer of the panelboard.

G. The SPD shall be of the same manufacturer as the panelboard.

H. The complete panelboard including the SPD shall be UL67 listed.

2.05 SWITCHBOARDS
A. The SPD application covered under this section is for switchboard locations. Service entrance located SPDs shall be tested and demonstrate suitability for application within ANSI/IEEE C62.41 Category C environments.

B. The SPD shall be of the same manufacturer as the switchboard.

C. The SPD shall be factory installed inside the switchboard at the assembly point by the original equipment manufacturer.

D. Locate the SPD on the load side of the main disconnect device, as close as possible to the phase conductors and the ground/neutral bar.

E. The SPD shall be connected through a disconnect (30A circuit breaker). The disconnect shall be located in immediate proximity to the SPD. Connection shall be made via bus, conductors, or other connections originating in the SPD and shall be kept as short as possible.

F. The SPD shall be integral to switchboard as a factory standardized design.

G. All monitoring and diagnostic features shall be visible from the front of the equipment.

2.06 ENCLOSURES
A. All enclosed equipment shall have NEMA 1 general purpose enclosures, unless otherwise noted. Provide enclosures suitable for locations as indicated on the drawings and as described below:

1. NEMA 1: Constructed of a polymer (units integrated within electrical assemblies), intended for indoor use to provide a degree of protection to personal access to hazardous parts and provide a degree of protection against the ingress of solid foreign objects (falling dirt).

2. NEMA 4: Constructed of steel, intended for either indoor or outdoor use, to provide a degree of protection from the following:
a. Against access to hazardous parts.
b. Of equipment inside the enclosure against ingress of solid foreign objects (dirt and windblown dust).
c. With respect to the harmful effects on the equipment due to the ingress of water (rain, sleet, snow, splashing water, and hose directed water). 26 43 13

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2.07 SOURCE QUALITY CONTROL
A. Standard factory tests shall be performed on the equipment under this section. All tests shall be in accordance with the latest version of NEMA and UL standards.

PART 3 - EXECUTION

3.01 EXAMINATION
A. Contractor shall thoroughly examine Project site conditions for acceptance of SPD installation to verify conformance with Manufacturer and Specification tolerances. Do not commence with installation until all conditions are made satisfactory.

3.02 INSTALLATION
A. Install SPD in accordance with Manufacturer's written instructions, as indicated on the Drawings and as specified herein.

B. As a minimum, provide SPDs on all service entrance switchboards, 120/208volt distribution switchboards and 120/208volt panelboards in compliance with CEC Article(s) 285, 620, 645, 670, 695, and 700.

C. Conductors from the power source to the SPD shall be minimum #4 AWG copper in switchboards and #8 AWG copper in panelboards (when not direct bus connected). Conductors shall be routed without sharp bends and straight and short as possible. The absolute maximum of 7'-0" long for units in switchboards and 1'-0" long for units in panelboards.

D. Conductors originating from direct bus bar connections shall be individually wrapped with electric tape in half-lapped increments for added protection of the un-protected conductors. Tiewrap the conductors away from the bus bars without any sharp bends. All holes that the conductors pass through shall be grommets.

E. Cabinets shall be anchored and braced to withstand seismic forces as calculated per Section 26 05 00: Common Work Results for Electrical.

3.03 ATTIC STOCK
A. For every SPD installed in panelboard or switchboard, a replacement SPD shall be provided for attic stock.

3.04 FIELD QUALITY CONTROL
A. Prefunctional testing:

1. Visual and mechanical inspection:
a. Inspect for physical damage, defects, alignment, and fit. b. Compare nameplate information and connections to Contract Documents. c. Check tightness of all control and power connections. d. Prior to energization, verify source neutral is bonded to ground per CEC Articles 250.24(B), 250.28 and 250.30.

END OF SECTION
26 51 00

INTERIOR LIGHTING
Dry Creek WWTP Operations and Lab Building
210015.01

PART 1 - GENERAL

1.01 SCOPE
A. Section Includes:

1. General requirements for lighting fixtures & components.

2. Emergency lighting units.

3. Exit signs.

4. LED Luminaire

5. Lighting fixture supports.

1.02 RELATED SECTIONS
A. Section 26 05 19 Low Voltage Electrical Power Conductors and Cables B. Section 26 05 29 Hangers and Supports for Electrical Systems

1.03 REFERENCES
A. American National Standards Institute (ANSI):

1. Underwriters Laboratories, Inc. (UL):

2. UL 66 Fixture Wire.

3. UL 924 Standard for Emergency Lighting and Power Equipment.

4. UL 1598 Luminaires.

5. UL 2108 Standard for Low Voltage Lighting Systems.

B. Illuminating Engineering Society of North America (IESNA):

1. IESNA LM-79-08 Approved Method for Electrical and Photometric Measurements of Solid-State Lighting Products.

2. IESNA LM-80-2008 Approved Method for Measuring Lumen Maintenance of LED Light Sources.

1.04 SYSTEM DESCRIPTION
A. Provide a fully functioning and operational lighting system as described herein complete with lamps, ballasts, drivers, wiring, controls and attachment to support system adhering to applicable seismic code requirements.

1.05 DEFINITIONS
A. CCT: Correlated color temperature.

B. CRI: Color-rendering index.

C. LER: Luminaire efficacy rating.

D. Lumen: Measured output of lamp and luminaire, or both.

E. Luminaire: Complete lighting fixture, including ballast housing if provided.

1.06 SUBMITTALS
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A. Submit in accordance with Section 01 33 00 Shop Drawings, Product Data, and Samples B. Product Data: For each type of lighting fixture, arranged in order of fixture designation. Include data on features, accessories, finishes, and the following:

1. Physical description of lighting fixture including dimensions.

2. Sway adapters, seismic restraint devices and detailed method of mounting.

3. A sample of the hanger assembly for suspended luminaires shall be supplied to the Ownerís Representative for review and approval.

4. Emergency lighting units including battery and charger.

5. Energy-efficiency data.

6. Sound Performance Data: For air-handling lighting fixtures. Indicate sound power level and sound transmission class in test reports certified according to standards specified in Division 23 Section "Diffusers, Registers, and Grilles."

7. Life, output (lumens, CCT, and CRI), and energy-efficiency data for lamps.

8. Photometric data and adjustment factors based on laboratory tests, complying with IESNA Lighting Measurements Testing & Calculation Guides, of each lighting fixture type. The adjustment factors shall be for lamps, ballasts, and accessories identical to those indicated for the lighting fixture as applied in this Project.
a. Manufacturer Certified Data: Photometric data shall be certified by a manufacturer's laboratory with a current accreditation under the National Voluntary Laboratory Accreditation Program for Energy Efficient Lighting Products.

C. Product Certificates: For each type of driver for bi-level and dimmer-controlled fixtures, from manufacturer.

D. Field quality-control reports.

E. Warranty: Sample of special warranty.

1.07 CLOSEOUT SUBMITTALS
A. Operation and Maintenance Data: For lighting equipment and fixtures to include in emergency, operation, and maintenance manuals.

B. Warranty: See Article 1.11 Warranty.

1.08 MATERIALS MAINTENANCE SUBMITTALS
A. Provide extra materials that match products utilized and that are packaged with protective covering for storage and identified with labels describing contents.

1. Plastic Diffusers and Lenses: One for every 100 of each type and rating utilized. Provide at least one of each type.

2. LED-fixture-mounted, emergency battery pack: One for every 20 emergency lighting units utilized.

3. Drivers: One for every 100 of each type and rating utilized. Provide at least one of each type.

4. Globes and Guards: One for every 20 of each type and rating utilized. Provide at least one of each type.

1.09 QUALITY ASSURANCE
A. Luminaire Photometric Data Testing Laboratory Qualifications: Provided by an independent agency, with the experience and capability to conduct the testing indicated, that is an NRTL as 26 51 00

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defined by OSHA in 29 CFR 1910, complying with the IESNA Lighting Measurements Testing & Calculation Guides.

B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC, by a qualified testing agency, and marked for intended location and application.

C. Comply with CEC.

D. FM Global Compliance: Lighting fixtures for hazardous locations shall be listed and labeled for indicated class and division of hazard by FM Global.

1.10 COORDINATION
A. Prior to rough-in of fixtures, consult the Ownerís Representative drawings for details of ceiling construction, finish, reflected ceiling plans and other applicable details and coordinate layout of lighting fixtures and suspension system. Field coordinate other construction that penetrates ceilings or is supported by them, including HVAC equipment, fire-suppression system, and partition assemblies.

1.11 WARRANTY
A. Special Warranty for Lighting Fixtures: Manufacturer's standard form in which manufacturer of lighting unit agrees to repair or replace components of fixtures that fail in materials or workmanship within specified warranty period.

1. Warranty Period for Lighting Luminaires: 2 years from date of Notice of Completion. Labor shall be included for the duration of the Warranty at no additional expense to the Owner.

B. Special Warranty for Emergency Lighting Batteries: Manufacturer's standard form in which manufacturer of battery-powered emergency lighting unit agrees to repair or replace components of rechargeable batteries that fail in materials or workmanship within specified warranty period.

1. Warranty Period for Emergency Lighting Unit Batteries: 5 years from date of Notice of Completion. Full warranty shall apply for first year, and prorated warranty for the remaining four years. Labor shall be included for the duration of the Warranty at no additional expense to the Owner.

2. Warranty Period for Emergency Driver Batteries: 5 years from date of Notice of Completion. Full warranty shall apply for first year, and prorated warranty for the remaining four years. Labor shall be included for the duration of the Warranty at no additional expense to the Owner.

PART 2 - PRODUCTS

2.01 MANUFACTURERS
A. Products furnished by the following Manufacturers shall be acceptable if in compliance with all features specified herein and indicated on the Drawings.

1. Luminaires, Poles, and Exit Signs: as listed in the Luminaire Schedule.

2. Light-Emitting Diode (LED) Arrays:
a. Cree.
b. Nichia.
c. Citizen.
d. Lumileds.
e. Samsung.
f. Lumenetix Araya.
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g. Xicato.
h. Bridgelux.
i. LEDs provided by Luminaire Manufacturer listed in the Luminaire Schedule:
meeting the technical and warranty requirements of this Section.

3. LED replacement and integral-driver lamps:
a. General Electric.
b. Osram.
c. Cree.
d. Maxlite.
e. Green Creative.
f. Soraa.

4. LED drivers (DC output):
a. eldoLED.
b. Lutron.
c. Signify Advance.
d. Osram.
e. Q-Tran.
f. Universal Lighting Technologies.
g. Drivers provided by Luminaire Manufacturer listed in the Luminaire Schedule:
meeting the technical and warranty requirements of this Section.

5. Transformers for LED systems (AC output):
a. Q-Tran.
b. Hatch.
c. Semper Fi.
d. Transformers provided by Luminaire Manufacturer listed in the Luminaire Schedule:
meeting the technical and warranty requirements of this Section.

6. Unit battery equipment:
a. Philips Bodine.
b. Myers/Iota.
c. Unit battery equipment provided by Luminaire Manufacturers listed in the Luminaire Schedule: meeting the technical and warranty requirements of this Section.

B. Substitutions: Under provisions of Section 260010: Basic Electrical Requirements.

2.02 .GENERAL REQUIREMENTS FOR LIGHTING FIXTURES AND COMPONENTS A. Recessed Fixtures: Comply with NEMA LE 4 for ceiling compatibility for recessed fixtures.

B. Metal Parts: Free of burrs and sharp corners and edges.

C. Sheet Metal Components: Steel unless otherwise indicated. Form and support to prevent warping and sagging.

D. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit relamping without use of tools. Designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during relamping and when secured in operating position.

E. Diffusers and Globes:

1. Acrylic Lighting Diffusers: 100 percent virgin acrylic plastic. High resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation. a. Lens Thickness: At least 0.125 inch minimum unless otherwise indicated. b. UV stabilized.

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2.03 EXIT SIGNS
A. General Requirements for Exit Signs: Comply with UL 924; for sign colors, visibility, luminance, and lettering size, comply with authorities having jurisdiction.

B. Internally Lighted Signs:

1. Lamps for AC Operation: LEDs, 50,000 hours minimum rated lamp life.

2. Self-Powered Exit Signs (Battery Type): Integral automatic charger in a self-contained power pack.
a. Battery: Sealed, maintenance-free, nickel-cadmium type. b. Charger: Fully automatic, solid-state type with sealed transfer relay. 1) Certified Title 20 compliant
c. Operation: Relay automatically energizes lamp from battery when circuit voltage drops to 80 percent of nominal voltage or below. When normal voltage is restored, relay disconnects lamps from battery, and battery is automatically recharged and floated on charger.
d. Test Push Button: Push-to-test type, in unit housing, simulates loss of normal power and demonstrates unit operability.
e. LED Indicator Light: Indicates normal power on. Normal glow indicates trickle charge; bright glow indicates charging at end of discharge cycle. f. Remote Test: Switch in hand-held remote device aimed in direction of tested unit initiates coded infrared signal. Signal reception by factory-provided infrared receiver in tested unit triggers simulation of loss of its normal power supply, providing visual confirmation of either proper or failed emergency response. g. Integral Self-Test: Factory-provided electronic device automatically initiates coderequired test of unit emergency operation at required intervals. Test failure is annunciated by an integral audible alarm and a flashing red LED.

3. Master/Remote Sign Configurations:
a. Master Unit: Comply with requirements above for self-powered exit signs, and provide additional capacity in LED power supply for power connection to remote unit. b. Remote Unit: Comply with requirements above for self-powered exit signs, except omit power supply, battery, and test features. Arrange to receive full power requirements from master unit. Connect for testing concurrently with master unit as a unified system.

2.04 EMERGENCY LIGHTING UNITS
A. General Requirements for Emergency Lighting Units: Self-contained units complying with UL 924.

1. Battery: Sealed, maintenance-free, lead-acid type.

2. Charger: Fully automatic, solid-state type with sealed transfer relay. a. Certified Title 20 compliant

3. Operation: Relay automatically turns lamp on when power-supply circuit voltage drops to 80 percent of nominal voltage or below. Lamp automatically disconnects from battery when voltage approaches deep-discharge level. When normal voltage is restored, relay disconnects lamps from battery, and battery is automatically recharged and floated on charger.

4. Test Push Button: Push-to-test type, in unit housing, simulates loss of normal power and demonstrates unit operability.

5. LED Indicator Light: Indicates normal power on. Normal glow indicates trickle charge; bright glow indicates charging at end of discharge cycle.

6. Wire guard in first subparagraph below is optional feature. Coordinate with Drawings.

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8. Integral Time-Delay Relay: Holds unit on for fixed interval of 15 minutes when power is restored after an outage.

9. Remote Test: Switch in hand-held remote device aimed in direction of tested unit initiates coded infrared signal. Signal reception by factory-provided infrared receiver in tested unit triggers simulation of loss of its normal power supply, providing visual confirmation of either proper or failed emergency response.

10. Integral Self-Test: Factory-provided electronic device automatically initiates code-required test of unit emergency operation at required intervals. Test failure is annunciated by an integral audible alarm and a flashing red LED.

2.05 LED LUMINAIRE
A. Light Emitting Diodes (LED):

1. Refer to the Luminaire Schedule for size and type of LEDs required.

2. All diodes shall be of the same manufacturer and bin number.

3. Diodes shall be tested and tuned for the specified Kelvin color.

4. Color correlated temperature: 3500 unless otherwise noted in the drawings.

5. Minimum CRI (Color Rendering Index): 80

6. LED luminaire shall be free of toxic materials and be RoHS compliant.

7. Groups of three or more diodes in a single housing shall be tested for even distribution.

8. Standard lumen output shall meet or exceed the State of California Title 24 Energy Code for high efficiency luminaires.

9. LED luminaires shall have an IES formatted electronic photometrics report.

10. Diodes shall have a minimum life of 50,000 hours and maintain at least 80 percent of initial lamp lumens during this period.

11. Individual LEDs shall be connected such that a catastrophic loss or the failure of one LED will not result in the loss of the entire luminaire.

12. LED boards shall be suitable for field maintenance or service from below the ceiling with plug-in connectors. LED boards shall be upgradable.

13. Color shift over 6,000 hours shall be <0.007 change in uí ví as demonstrated in IES LM80 report.

B. Power Supply and Driver:

1. Drivers shall be integral to fixture housing.

2. Drivers shall have a ten-year expected life while operating at maximum case temperature and 90 percent non-condensing relative humidity.

3. Drivers shall be UL Recognized under the component program and shall be modular for simple field replacement. Drivers that do not meet these requirements will not be accepted.

4. Electrical characteristics: 120 ñ 277 Volt, UL Listed, CSA Certified, Sound Rated A+. Driver shall be >80% efficient at full load across all input voltages. Input wires shall be 18AWG solid copper minimum.

5. Dimming: Driver shall be suitable for full-range dimming. LED dimming shall be equal in range and quality to a commercial grade incandescent dimmer. The luminaire shall be capable of continuous dimming without perceivable flicker over a range of 100 percent to 10 percent (1 percent where specified) of rated lumen output with a smooth shut off function.

6. Dimming quality to be defined by dimming range, freedom from perceived flicker or visible stroboscopic flicker, smooth and continuous change in level (no visible steps in transition), natural square law response to control input, inaudible in 26db environment, and stable when input voltage conditions fluctuate over what is typically experienced in a commercial environment. Demonstration of this compliance to dimming performance will be necessary for substitutions or prior approval.
a. Dimming shall be controlled by a 0-10V signal
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b. Driver shall include ability to provide no light output when the analog control signal drops below 0.5V, or the DALI/DMX digital signal calls for light to be extinguished and shall consume 0.5 Watts or less in this standby. Control deadband between

0.5V and 0.65V shall be included to allow for voltage variation of incoming signal without causing noticeable variation in fixture to fixture output. c. Driver shall be capable of configuring a linear or logarithmic dimming curve, allowing fine grained resolution at low light levels.
d. Driver must be capable of 20 bit dimming resolution for white light LED driver. e. Drivers shall track evenly across multiple fixtures at all light levels, and shall have an input signal to output light level that allows smooth adjustment over the entire dimming range.

7. Flicker: Driver and luminaire electronics shall deliver illumination that is free from objectionable flicker as measured by flicker index (ANSI/IES RP-16-10). At all points within the dimming range from 100 ñ 0.1 percent luminaire shall have:

8. Less than 1 percent flicker index at frequencies below 120Hz.

9. Less than 12 percent flicker index at 120Hz, and shall not increase greater than 0.1 percent per Hz to a maximum of 80 percent flicker index at 800Hz.

10. Driver disconnect shall be provided where required to comply with codes.

11. The electronics/power supply enclosure shall be internal to the solid state lighting luminaire and be accessible per UL requirements.

12. The surge protection which resides within the driver shall protect the luminaire from damage and failure for transient voltages and currents as defined in ANSI/IEEE C64.41 2002 for Location Category A, where failure does not mean a momentary loss of light during the transient event.

C. Electrical:

1. Operation Voltage: The luminaire shall operate from a 50 or 60Hz +/- 3Hz AC line over a voltage ranging from 120VAC to 277VAC. The fluctuations of line voltage shall have no visible effect on the luminous output. The standard operating voltages are 120VAC, 277VAC & 347VAC.

2. Power Factor: The luminaire shall have a power factor of 90% or greater at all standard operating voltages and full luminaire output.

3. THD: Total harmonic distortion (current and voltage) induced into an AC power line by a luminaire shall not exceed 20 percent at any standard input voltage and meet ANSI C82.11 maximum allowable THD requirements at full output. THD shall at no point in the dimming curve allow imbalance current to exceed full output THD.

4. Surge Suppression: The luminaire shall include surge protection to withstand high repetition noise and other interference. Withstand up to a 1,000 Volt surge without impairment of performance as defined by ANSI C62.41 Category A.

5. Inrush Current: Meet or exceed NEMA 410 driver inrush standard of 430 Amps per 10 Amps load with a maximum of 370 Amps.

6. RF Interference: The luminaire and associated on-board circuitry must meet Class A emission limits referred in Federal Communications Commission (FCC) Title 47, Subpart B, Section 15 Non-Consumer requirements for EMI/RFI emissions.

7. Driver must support automatic adaptation, allowing for future luminaire upgrades and enhancements and deliver improved performance:
a. Adjustment of forward LED voltage, supporting 3V through 60V. b. Adjustment of LED current from 200mA to 1.05A at the 100 percent control input point in increments of 1mA.
c. Adjustment for operating hours to maintain constant lumens (within 5 percent) over the 50,000 hour design life of the system, and deliver up to 20 percent energy savings early in the life cycle.
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8. Electrical connections between normal power and driver must be modular utilizing a snap fit connector. All electrical components must be easily accessible after installation and be replaceable without removing the fixture from the ceiling.

9. All electrical components shall be RoHS compliant.

D. Photometric Requirements:

1. Luminaire performance shall be tested as described herein. a. Luminaire performance shall be judged against the specified minimum illuminance in the specified pattern for a particular application.
b. Luminaire lighting performance shall be adjusted (depreciated) for the minimum life expectancy.
c. The performance shall be adjusted (depreciated) by using the LED manufacturerís data or the data from the IESNA Standard TM-21 test report, which ever one results in higher level of lumen depreciation.
d. The luminaire may be determined to be compliant photometrically, if:
1) The initial minimum illuminance level is achieved in 100% of the area of the specified lighting pattern.
2) The measurements shall be calibrated to standard photopic calibrations.

E. Thermal Management:

1. The thermal management (of the heat generated by the LEDs) shall be of sufficient capacity to assure proper operation of the luminaire over the expected useful life.

2. The LED manufacturerís maximum junction temperature for the expected life shall not be exceeded at the average operating ambient.

3. The LED manufacturerís maximum junction temperature for the catastrophic failure shall not be exceeded at the maximum operating ambient.

4. The luminaire shall have an UL IC rating.

5. The driver manufacturerís maximum case temperature shall not be exceeded at the maximum operating ambient. Thermal management shall be passive by design. The use of fans or other mechanical devices shall not be allowed.

2.06 LIGHTING FIXTURE SUPPORT COMPONENTS
A. Comply with Section 260529 Hangers and Supports for channel- and angle-iron supports and nonmetallic channel and angle supports.

B. Single-Stem Hangers: 1/2-inch steel tubing with swivel ball fittings and ceiling canopy. Finish same as fixture.

C. Twin-Stem Hangers: Two, 1/2-inch steel tubes with single canopy designed to mount a single fixture. Finish same as fixture.

D. Wires: ASTM A 641/A 641M, Class 3, soft temper, zinc-coated steel, 12 gauge.

E. Wires for Humid Spaces: ASTM A 580/A 580M, Composition 302 or 304, annealed stainless steel, 12 gage.

F. Rod Hangers: 3/16-inch minimum diameter, cadmium-plated, threaded steel rod.

G. Hook Hangers: Integrated assembly matched to fixture and line voltage and equipped with threaded attachment, cord, and locking-type plug.

PART 3 - EXECUTION
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3.01 PLACEMENT
A. Lighting fixtures:

1. Set level, plumb, and square with ceilings and walls unless otherwise indicated.

2. Provide lamps in each luminaire.

B. Temporary Lighting: If it is necessary, and approved by Ownerís Representative, to use permanent luminaires for temporary lighting, provide and energize the minimum number of luminaires necessary. When construction is sufficiently complete, remove the temporary luminaires, disassemble, clean thoroughly, and provide new lamps.

C. Lay-in Ceiling Lighting Fixtures Supports: Use grid as a support element.

1. Provide ceiling support system rods or wires, independent of the ceiling suspension devices for each fixture. Locate not more than 6 inches from lighting fixture corners.

2. Support Clips: Fasten to lighting fixtures and to ceiling grid members at or near each fixture corner with clips that are UL listed for the application.

3. Fixtures of Sizes Less Than Ceiling Grid: Provide as indicated on reflected ceiling plans or center in acoustical panel, and support fixtures independently with at least two 3/4-inch metal channels spanning and secured to ceiling tees.

4. Provide at least one independent support rod or wire from structure to a tab on lighting fixture. Wire or rod shall have breaking strength of the weight of fixture at a safety factor of 3.

D. Suspended Lighting Fixture Support:

1. Pendants and Rods: Where longer than 48 inches, brace to limit swinging.

2. Suspended luminaires shall be provided such that they are able to swing 45 degrees from vertical in all directions unobstructed.

3. Stem-Mounted, Single-Unit Fixtures: Suspend with twin-stem hangers.

4. Continuous Rows: Use tubing or stem for wiring at one point and tubing or rod for suspension for each unit length of fixture chassis, including one at each end.

5. Do not use grid as support for pendant luminaires. Connect support wires or rods to building structure.

6. Connect wiring according to Section 260523 Low-Voltage Electrical Power Conductors and Cables.
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3.02 IDENTIFICATION
A. Provide labels with panel and circuit numbers on concealed junction and outlet boxes. Comply with requirements for identification specified in Section 26 05 53 Identification.

3.03 FIELD QUALITY CONTROL
A. Test for Emergency Lighting: Interrupt power supply to demonstrate proper operation. Verify transfer from normal power to battery and retransfer to normal.

B. Prepare a written report of tests, inspections, observations, and verifications indicating and interpreting results. If adjustments are made to lighting system, retest to demonstrate compliance with standards.

C. LED luminaires will be considered faulty and require replacement if one or more diodes are not functioning.

3.04 STARTUP SERVICE
A. Burn-in all LED lamps that require specific aging period to operate properly, prior to occupancy by Owner.

3.05 ADJUSTING
A. Occupancy Adjustments: Within 12 months of date of Substantial Completion, provide on-site assistance in adjusting aimable luminaires to suit actual occupied conditions. Provide up to two visits to Project during other-than-normal occupancy hours for this purpose. Some of this work may be required after dark.

1. Adjust aimable luminaires in the presence of Ownerís Representative.

END OF SECTION
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PART 1 - GENERAL

1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY
A. Section Includes:

1. Exterior luminaires.

2. Lamps and diodes.

3. Ballasts and LED drivers.

4. Luminaire-mounted motion sensors.

5. Poles mount accessories.

1.03 REFERENCES
A. American National Standards Institute (ANSI):

1. ANSI C78.377A Chromaticity.

B. Underwriters Laboratories, Inc. (UL):

1. UL 66 Fixture Wire.

2. UL 1598 Luminaires.

3. UL 2108 Standard for Low Voltage Lighting Systems.

C. Illuminating Engineering Society of North America (IESNA):

1. IESNA LM-79-08 Approved Method for Electrical and Photometric Measurements of Solid-State Lighting Products.

2. IESNA LM-80-2008 Approved Method for Measuring Lumen Maintenance of LED Light Sources.

3. IESNA TM-21-2011 Projecting Long Term Lumen Maintenance of LED Light Sources

1.04 SYSTEM DESCRIPTION
A. Provide and install a fully functioning and operational lighting system as described herein complete with lamps, ballasts, drivers, wiring, controls and attachment to support system adhering to applicable seismic code requirements.

1.05 DEFINITIONS
A. CCT: Correlated color temperature.

B. CRI: Color-rendering index.

C. LER: Luminaire efficacy rating.

D. Luminaire: Complete lighting fixture, including driver housing if provided.

E. Pole: Luminaire support structure, including tower used for large area illumination.

F. Standard: Same definition as "Pole" above.
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1.06 SUBMITTALS
A. Product Data: For each luminaire, pole, and support component, arranged in order of lighting unit designation. Include data on features, accessories, finishes, and the following:

1. Physical description of luminaire, including materials, dimensions, effective projected area, and verification of indicated parameters.

2. Details of attaching luminaires and accessories.

3. Details of installation and construction.

4. Luminaire materials.

5. Life, output (lumens, CCT, and CRI), and energy-efficiency data for light sources.

6. Photometric data and adjustment factors based on laboratory tests, complying with IESNA Lighting Measurements Testing & Calculation Guides, of each lighting fixture type. The adjustment factors shall be for lamps, ballasts, and accessories identical to those indicated for the lighting fixture as applied in this Project.

7. Manufacturer Certified Data: Photometric data shall be certified by manufacturer's laboratory with a current accreditation under the National Voluntary Laboratory Accreditation Program for Energy Efficient Lighting Products.

8. Motion Sensors.

9. LED drivers, including energy-efficiency data.

10. Lamps, including life, output, CCT, CRI, lumens, and energy-efficiency data.

11. LED luminaire data shall be consistent with the LED Lighting Facts program or DesignLights Consortium (DLC) guidelines.

12. Materials, dimensions, and finishes of poles.

13. Means of attaching luminaires to supports, and indication that attachment is suitable for components involved.

B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.

1. Detail equipment assemblies and indicate dimensions, weights, loads, required clearances, method of field assembly, components, and location and size of each field connection.

2. Wiring Diagrams: For power, signal, and control wiring.

C. Samples: For products designated for sample submission in the Luminaire Schedule. Each Sample shall include lamps and drivers.

D. Qualification Data: For qualified agencies providing photometric data for lighting fixtures.

E. Field quality-control reports.

F. Operation and Maintenance Data: For luminaires to include in operation and maintenance manuals.

G. Warranty: Sample of special warranty.

1.07 QUALITY ASSURANCE
A. Luminaire Photometric Data Testing Laboratory Qualifications: Provided by manufacturers' laboratories that are accredited under the National Volunteer Laboratory Accreditation Program for Energy Efficient Lighting Products.

B. Luminaire Photometric Data Testing Laboratory Qualifications: Provided by an independent agency, with the experience and capability to conduct the testing indicated, that is an NRTL as 26 56 00

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defined by OSHA in 29 CFR 1910, complying with the IESNA Lighting Measurements Testing & Calculation Guides
C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC, by a qualified testing agency, and marked for intended location and application.

D. Comply with IEEE C2, "National Electrical Safety Code." E. Comply with CEC.

1.08 DELIVERY, STORAGE, AND HANDLING
A. The Contractor will purchase and store luminaires for this project. Additional items required as part of this project will the responsibility of the Contractor for delivery, storage and handling.

1.09 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace products that fail in materials or workmanship; that corrode; or that fade, stain, perforate, erode, or chalk due to effects of weather or solar radiation within specified warranty period.

Manufacturer may exclude lightning damage, hail damage, vandalism, abuse, or unauthorized repairs or alterations from special warranty coverage.

1. Warranty Period for Luminaires: Five years from date of Substantial Completion.

2. Warranty Period for Labor related to luminaire or parts replacement inclusive of the prepurchase items shall be one year from the date of Substantial Completion.

3. Warranty Period for Metal Corrosion: Five years from date of Substantial Completion.

4. Warranty Period for Color Retention: Five years from date of Substantial Completion.

5. Warranty Period for Poles: Repair or replace lighting poles and standards that fail in finish, materials, and workmanship within manufacturer's standard warranty period, but not less than three years from date of Substantial Completion.

1.10 EXTRA MATERIALS
A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Lamps: Furnish at least one of each type.

2. LED Bar: Furnish at least one of each type.

3. Glass and Plastic Lenses, Covers, and Other Optical Parts: Furnish at least one of each type.

4. Drivers/Engine: Furnish at least one of each type.

5. Guards: Furnish at least one of each type.

PART 2 - PRODUCTS

2.01 MANUFACTURERS
A. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, product(s) indicated on Drawings.

B. Products furnished by the following Manufacturers shall be acceptable if in compliance with all features specified herein and indicated on the Drawings.

1. Luminaires and Poles: as listed in the Luminaire Schedule.

2. Light-Emitting Diode (LED) Arrays:
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a. LEDs provided by Luminaire Manufacturer listed in the Luminaire Schedule: meeting the technical and warranty requirements of this Section.

3. LED drivers (DC output):
a. Drivers provided by Luminaire Manufacturer listed in the Luminaire Schedule: meeting the technical and warranty requirements of this Section.

4. Transformers for LED systems (AC output):
a. Transformers provided by Luminaire Manufacturer listed in the Luminaire Schedule:
meeting the technical and warranty requirements of this Section.

5. Unit battery equipment:
a. Unit battery equipment provided by Luminaire Manufacturers listed in the Luminaire Schedule: meeting the technical and warranty requirements of this Section.

C. Substitutions: Under provisions of Section 26 05 00: Common Work Results for Electrical.

2.02 GENERAL REQUIREMENTS FOR LUMINAIRES
A. Luminaires shall comply with UL 1598 and be listed and labeled for installation in wet locations by an NRTL acceptable to authorities having jurisdiction.

1. LER Tests Fluorescent luminaires: Where LER is specified, test according to NEMA LE 5 and NEMA LE 5A as applicable.

2. LER Tests HID luminaires: Where LER is specified, test according to NEMA LE 5B.

3. LER Tests for LED luminaires: Test and measurement in accordance with IESNA LM-79; Lumen Maintenance in accordance with IESNA LM-80.

B. Lateral Light Distribution Patterns: Comply with IESNA RP-8 for parameters of lateral light distribution patterns indicated for luminaires.

C. Metal Parts: Free of burrs and sharp corners and edges.

D. Housings: Rigidly formed, weather- and light-tight enclosures that will not warp, sag, or deform in use. Provide filter/breather for enclosed luminaires.

E. Exposed Hardware Material: Stainless steel.

F. Plastic Parts: High resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation.

G. Lenses and Refractors Gaskets: Use heat- and aging-resistant resilient gaskets to seal and cushion lenses and refractors in luminaire doors.

H. Luminaire Finish: Manufacturer's standard paint applied to factory-assembled and -tested luminaire before shipping. Where indicated, match finishing process and color of pole or support materials.

I. Factory-Applied Finish for Steel Luminaires: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

1. Surface Preparation: Clean surfaces to comply with SSPC-SP 1, "Solvent Cleaning," to remove dirt, oil, grease, and other contaminants that could impair paint bond. Grind welds and polish surfaces to a smooth, even finish. Remove mill scale and rust, if present, from uncoated steel, complying with SSPC-SP 5/NACE No. 1, "White Metal Blast Cleaning," or SSPC-SP 8, "Pickling."

2. Exterior Surfaces: Manufacturer's standard finish consisting of one or more coats of primer and two finish coats of high-gloss, high-build polyurethane enamel. 26 56 00

EXTERIOR LIGHTING
Dry Creek WWTP Operations and Lab Building
210015.01

a. Color: As selected from manufacturer's standard catalog of colors.

J. Factory-Applied Finish for Aluminum Luminaires: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

1. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes.

2. Natural Satin Finish: Provide fine, directional, medium satin polish (AA-M32); buff complying with AA-M20; and seal aluminum surfaces with clear, hard-coat wax.

3. Class I, Clear Anodic Finish: AA-M32C22A41 (Mechanical Finish: medium satin; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, clear coating 0.018 mm or thicker) complying with AAMA 611.

4. Class I, Color Anodic Finish: AA-M32C22A42/A44 (Mechanical Finish: medium satin; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, integrally colored or electrolytically deposited color coating 0.018 mm or thicker) complying with AAMA 611.
a. Color: As specified on drawings.

K. Factory-Applied Labels: Comply with UL 1598. Include recommended lamps and ballasts.

Labels shall be located where they will be readily visible to service personnel, but not seen from normal viewing angles when lamps are in place.

2.03 LIGHT EMITTING DIODES (LED)
A. Refer to the Luminaire Schedule for size and type of LED lamps required.

1. All diodes shall be of the same manufacturer and bin number in adherence to current NEMA standard SSL-3.

2. Diodes shall be tested and tuned for the specified Kelvin color.

3. Color correlated temperature: 4000 unless otherwise noted in the drawings.

4. Minimum CRI (Color Rendering Index): 80

5. LED luminaire shall be free of toxic materials and be RoHS compliant.

6. Groups of three or more diodes in a single housing shall be tested for even distribution.

7. Standard lumen output shall meet or exceed the State of California Title 24 Energy Code for high efficiency luminaires.

8. LED luminaires shall have an IES formatted electronic photometrics report.

9. Diodes or Solid State LED chips shall have a minimum life of 50,000 hours and maintain at least 70% of initial lamp lumens during this period.

2.04 LED DRIVERS
A. Drivers shall be integral to fixture housing unless otherwise directed.

B. Drivers shall have a minimum life of 50,000 hours and maintain at least 70% of initial lamp lumens during that period.

C. Dimming applications, provide Dimmable Constant Current Drivers:

1. Wattage shall be as specified on the luminaire schedule and operate at 700mA unless otherwise noted on the luminaire schedule.

2. Dimmable to 30%.

3. Minimum efficiency to be 89%.

4. Ingress Protection (IP67) rated.

5. Minimum warranty of 5 years.

6. Universal voltage.
26 56 00

EXTERIOR LIGHTING
Dry Creek WWTP Operations and Lab Building
210015.01

D. Non-dimming applications, provide Constant Voltage LED Drivers:

1. Capable of 12 volt or 24 volt output.

2. Minimum efficiency to be 93%.

3. Ingress Protection (IP67) rated.

4. Minimum warranty of 5 years.

5. Universal voltage.

2.05 GENERAL REQUIREMENTS FOR POLES AND SUPPORT COMPONENTS A. Luminaire Attachment Provisions: Comply with luminaire manufacturers' mounting requirements.

Use stainless-steel fasteners and mounting bolts unless otherwise indicated.

B. Mountings, Fasteners, and Appurtenances: Corrosion-resistant items compatible with support components.

1. Materials: Shall not cause galvanic action at contact points.

2. Anchor Bolts, Leveling Nuts, Bolt Caps, and Washers: Hot-dip galvanized after fabrication unless otherwise indicated.

3. Anchor-Bolt Template: Plywood or steel.

2.06 POLE ACCESSORIES
A. Base Covers: Manufacturers' standard metal units, arranged to cover pole's mounting bolts and nuts. Finish same as pole.

PART 3 - EXECUTION

3.01 LUMINAIRE INSTALLATION
A. Install pre-purchased luminaires complete and operable. All lighting shall be operable prior to leaving the job site each day. Partial installations will not be acceptable.

B. Contractor is responsible for determining power source for each of the luminaires replaced as part of this project. Any shutdown of power shall be coordinated with the Cityís representatives in advance.

C. Fasten luminaire to indicated structural supports.

1. Use fastening methods and materials selected to resist seismic forces defined for the application and approved by manufacturer.

D. Adjust luminaires that require field adjustment or aiming.

3.02 CORROSION PREVENTION
A. Aluminum: Do not use in contact with earth or concrete. When in direct contact with a dissimilar metal, protect aluminum by insulating fittings or treatment.

B. Steel Conduits: Comply with Division 26 Section "Raceway and Boxes." In concrete foundations, wrap conduit with 0.010-inch-thick, pipe-wrapping plastic tape applied with a 50 percent overlap.

3.03 GROUNDING
A. Ground metal poles and support structures according to Division 26 Section "Grounding and Bonding."
26 56 00

EXTERIOR LIGHTING
Dry Creek WWTP Operations and Lab Building
210015.01

B. All luminaires shall be grounded. Where a ground bond does not exist, it shall be provided.

3.04 FIELD QUALITY CONTROL
A. Inspect each installed fixture for damage. Replace damaged fixtures and components.

B. Label new luminaires with code identified on the drawings. Methods shall match existing method used on campus.

C. Illumination Observations: Verify normal operation of lighting units after installing luminaires and energizing circuits with normal power source.

1. Verify operation of motion sensor controlled luminaires. Dimming and fade rate are initiated by the motion sensor.

D. LED luminaires will be considered faulty and require replacement if one or more diodes are not functioning.

E. Illumination Tests:

1. Measure light intensities at night. Use photometers with calibration referenced to NIST standards. Comply with the following IESNA testing guide(s):
a. IESNA LM-50, "Photometric Measurements of Roadway Lighting Installations." b. IESNA LM-52, "Photometric Measurements of Roadway Sign Installations." c. IESNA LM-64, "Photometric Measurements of Parking Areas." d. IESNA LM-72, "Directional Positioning of Photometric Data." F. Prepare a written report of tests, inspections, observations, and verifications indicating and interpreting results. If adjustments are made to lighting system, retest to demonstrate compliance with standards.

3.05 IDENTIFICATION
A. Provide each site pole and bollard with a unique address label composed of 2î high lettering.

1. Mounted at 8-feet AFG on poles.

2. Just above the base on bollards.

END OF SECTION
City of Roseville California
Dry Creek Wastewater Treatment Operations and Laboratory Building Project [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 01/4/24]

DRAWINGS
Project: Dry Creek Wastewaer Treatment Operations and Laboratory Building Project DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/5/2024 11:16:36 AM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt G-000

COVER SHEET

DCWWTP OPERATIONS

AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET

CITY OF ROSEVILLE - DCWWTP

DCWWTP OPERATIONS AND LAB BLDG
May 29, 2024
90% CD - PERMIT SET
NO. DATE DESCRIPTION
2/28/25

BID SET (PRELIMINARY)
A101
1 SIM
A101
1 SIM
A-101
1A
1A
1 CMNT #

DATUM - CONTROL POINT

DIMENSION LINE AND TICK

01.23.A

DETAIL VIEW
1 A101
TYP.
1A
1A

DRAFTING ITEMS VIEW REFERENCES

PROJECT
NORTH
_____ 99
A1-100
0 Name
Elevation

BREAK LINE

KEYNOTE

PROJECT LEVEL MARKER

COLUMN GRID MARKER
A101
1 SIM VIEW REFERENCE

SHEET REFERENCE

SECTION VIEW

ENLARGED VIEW

INTERIOR ELEVATION

EXTERIOR ELEVATION

VIEW REFERENCE

SHEET REFERENCE

REVISION CLOUD

REVISION TAG

PROJECT NORTH ARROW
MATCHLINE - SEE: 1 / A101

SYMBOLS

APPLICABLE CODES AND STANDARDS
PARTIAL LIST OF APPLICABLE CODES AS OF JANUARY 1, 2023* 2022 CALIFORNIA ADMINISTRATIVE CODE (CAC)
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 1
2022 CALIFORNIA BUILDING CODE (CBC)
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 2
(2021 INTERNATIONAL BUILDING CODE, VOL. 1 & 2, AND 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ELECTRICAL CODE (CEC)
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 3
(2021 NATIONAL ELECTRICAL CODE AND 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA MECHANICAL CODE (CMC)
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 4
(2021 IAPMO UNIFORM MECHANICAL CODE AND 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA PLUMBING CODE (CPC)
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 5
(2021 IAPMO UNIFORM PLUMBING CODE AND 2022 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ENERGY CODE (CEC)
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 6
2022 CALIFORNIA FIRE CODE (CFC)
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 9
(2021 INTERNATIONAL FIRE CODE AND 2022CALIFORNIA AMENDMENTS) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 11
2022 CALIFORNIA REFERENCED STANDARDS CODE
CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 12
(PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS)

PARTIAL LIST OF APPLICABLE STANDARDS
FOR A COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2022 CBC (SFM) CHAPTER 35 AND CALIFORNIA FIRE CODE CHAPTER 80. SEE CALIFORNIA BUILDING CODE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO THE NFPA STANDARDS.

NFPA 13-22 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS NFPA 14-19 - STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS NFPA 10-21 - STANDARD FOR PORTABLE FIRE EXTINGUISHERS
NFPA 12-15 - STANDARD ON CARBON DIOXIDE EXTINGUISHING SYSTEMS NFPA 12A-18 - STANDARD ON HALON 1301 FIRE EXTINGUISHING SYSTEMS NFPA 13-22 - STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS (AS AMENDED) NFPA 17-21 - STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS NFPA 17A-21 - STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS NFPA 20-19 - STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION NFPA 24-19 - STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND

THEIR APPURTENANCES (AS AMENDED)
NFPA 72-22 - NATIONAL FIRE ALARM AND SIGNALING CODE (AS AMENDED) NFPA 80-19 - STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES UL 300-2005(R2010) - STANDARD FOR FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR

PROTECTION OF COMMERCIAL COOKING EQUIPMENT
UL 464-03 - AUDIBLE SIGNALING DEVICES FOR FIRE ALARM AND SIGNALING SYSTEMS,

INCLUDING ACCESSORIES
UL 521-99 - STANDARD FOR HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS UL 1971-2002(R2010) - STANDARD FOR SIGNALING DEVICES FOR THE HEARING IMPAIRED ICC 300-17 - STANDARD FOR BLEACHERS, FOLDING AND TELESCOPIC SEATING, AND GRANDSTANDS *ALL PARTS OF THE 2022 TITLE 24 HAVE AN EFFECTIVE DATE OF JANUARY 1, 2023 EXCEPT:
2022 CALIFORNIA ADMINISTRATIVE CODE - EFFECTIVE MARCH 5, 2022

PROJECT DESCRIPTION

CONSTRUCTION OF A NEW OPERATIONS AND LAB BUILDING AT THE DRY CREEK WASTEWATER TREATMENT PLANT (DCWWTP) TO REPLACE THE EXISTING ADMINSTRATION, OPERATIONS AND LAB BUILDING.

THE NEW ADMINISTRATION,OPERATION AND LAB BUILDING WILL BE A SINGLE STORY, 12,460 SF BUILDING HOUSING LOBBY/RECEPTION,

VISITORS AREA, ADMINISTRATIVE OFFICES, CONTROL OFFICES, WATER QUALITY LABORATORY, CONFRENCE ROOM, OPERATORS QUARTERS/LOCKERS/SHOWERS, LUNCHROOM AND RESTROOMS.

THE PROJECT WILL BE CONSTRUCTED IN (4) PHASES OF WORK:

DEMOLITION PHASE 1: DEMOLITION OF EXISTING GAZEBO STRUCTURE AND SELECTIVE DEMOLITION OF EXISTING SITE IMPROVEMENTS, UTILITIES AND LANDSCAPE AREAS IN PREPARATION OF CONSTRUCTION OF PHASE 2 NEW OPERATIONS AND LAB BUILDING.

CONSTRUCTION PHASE 1: CONSTRUCTION OF NEW OPERATIONS AND LAB BUILDING, TENANT IMPROVEMENTS AND ASSOCAITED SITEWORK AND UTILITIES.

DEMOLITION PHASE 2: DEMOLITION OF EXISTING OPERATIONS AND LAB BUILDING AND SELECTIVE DEMOLITION OF ADDITIONAL EXISTING SITE IMPROVEMENTS AND UTILITIES IN PREPARATION OF CONSTRUCTION OF PHASE 4 SITE IMPROVEMENTS, UTILITIES AND LANDSCAPE AREAS.

CONSTRUCTION PHASE 2: CONSTRUCTION OF ADDITIONAL SITE IMPROVEMENTS, ROADWAYS, UTILITIES AND LANDSCAPE AREAS.

DEFERRED APPROVALS

CONTRACTOR SHALL PROVIDE AND SUBMIT ENGINEERING CALCULATIONS, SHOP DRAWINGS AND OTHER EXHIBITS AND PAY PLAN

CHECK FEES REQUIRED FOR DEFERRED SUBMITTAL WORK AND TO OBTAIN PERMITS PRIOR TO COMMENCING INSTALLATION OF THE WORK ON SITE:

A. FIRE SPRINKLER SYSTEMS
B. PRE-ENGINEERED TRUSSES

SEPARATE PERMITS

OWNER SHALL PROVIDE AND SUBMIT ENGINEERING CALCULATIONS, SHOP DRAWINGS AND OTHER EXHIBITS AND PAY PLAN CHECK FEES REQUIRED FOR SEPARATE PERMITS AND TO OBTAIN PERMITS PRIOR TO COMMENCING INSTALLATION OF THE WORK ON SITE:

A. FIRE SPRINKLERS (WET SYSTEM)
B. FIRE SPRINKLERS (DRY SYSTEM)
C. FIRE ALARM SYSTEM
D. BUILDING DEMOLITION PERMIT

ABBREVIATIONS
AT

CENTER LINE
PENNY
POUND

PERPENDICULAR
ANGLE

ANCHOR BOLT

ASPHALTIC CONCRETE

ACOUSTICAL CEILING TILE

ABOVE FINISH FLOOR

ALTERNATE

ALUMINUM

ANODIZED

APPROXIMATE

ARCHITECT OR ARCHITECTURAL
BOARD

BUILDING

BLOCK(ING)

BOTTOM OF BEAM
BEAM

CATCH BASIN

CAST IRON

CONSTRUCTION JOINT

CEILING
CLEAR

CONCRETE MASONRY UNIT

CLEAN OUT
COLUMN

CONCRETE

CONTINUOUS

COUNTERSINK

COLD WATER

CHANNEL
DOUBLE

DEPARTMENT
DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL
DOWN

DOWNSPOUT

DRAWING
EAST

EXISTING

EXPANSION BOLT

EXPANSION JOINT

ELEVATION

ELECTRIC(AL)

EDGE OF PAVING
EQUAL

EQUIPMENT

FLOOR DRAIN

FIRE EXTINGUISHER (& CABINET)

FINISHED FLOOR

FINISHED GRADE

FLAT HEAD OR FIRE HYDRANT
FINISH

FLOW LINE

FLASHING
FLOOR

FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

FACE OF STUD

FIBERGLASS REINFORCED PANEL

FOOT OR FEET

FOOTING
GAUGE

GALVANIZED

GRAB BAR, GRADE BREAK
GLASS

GLUE LAMINATED BEAM
GYPSUM

GYPSUM WALL BOARD

HOSE BIBB
HEADER
HEIGHT

HORIZONTAL
HEATER

HEATING/VENTILATING/AIR

CONDITIONING
@
d
0#
AB
AC
ACT
AFF
ALT
ALUM
ANOD
APPROX
ARCH
BD
BLDG
BLK(G)
BOB
BM
CB
CI
CJ
CLG
CLR
CMU
CO
COL
CONC
CONT
CSK
CW
DBL
DEPT
DET
DF
DIA
DIAG
DN
DS
DWG
E
(E)
EB
EJ
ELEV
ELEC
EP
EQ
EQUIP
FD
FE(C)
FF
FG
FH
FIN
FL
FLG
FLR
FOC
FOF
FOM
FOS
FRP
FT
FTG
GA
GALV
GB
GL
GLB
GYP
GWB
HB
HDR
HGT
HORIZ
HTR
HVAC

CL INSIDE DIAMETER

INSULATION OR INSULATED
INVERT

LAVATORY

MATERIAL

MAXIMUM

MACHINE BOLT

MECHANICAL

MANUFACTURE OR MANUFACTURER

MAN HOLE

MINIMUM

MISCELLANEOUS

MASONRY OPENING
NORTH
NEW

NOT IN CONTRACT
NUMBER

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPENING

PLATE OR PROPERTY LINE

PLASTIC LAMINATE

PLASTER (NUMBER - SEE SPECS)

PLYWOOD

PAINT (NUMBER - SEE SPECS)

PRESSURE TREATED DOUGLAS FUR

QUARRY TILE

ROOF DRAIN

REFRIGERATOR

REINFORCE OR REINFORCING

ROUND HEAD
ROOM

ROUGH OPENING

REDWOOD
SOUTH

SCHEDULE

STORM DRAIN
SHOWER
SHEET

SHEATHING

SIMILAR

THE ARCH SHEET METAL MANUAL

SPECIFICATION
SQUARE

STAINLESS STEEL

STANDARD
STEEL

SUSPENDED

SYMMETRICAL

TOP OF BEAM

TOP OF CURB OR TOP OF CONCRETE

TOP OF CATCH BASIN

TELEPHONE

TEMPERATURE OR TEMPERED

TONGUE & GROOVE

TOP OF PAVING

STRUCTURAL TUBING

TELEVISION

TOP OF WALL

TYPICAL (ITEMS TYPICAL UNLESS SHOWN

OR NOTED OTHERWISE)

UNLESS OTHERWISE NOTED

VINYL COMPOSITION TILE

VERTICAL

VERTICAL GRAIN DOUGLAS FIR

VENT THRU ROOF
WEST

WATER CLOSET

WHEELCHAIR ACCESSIBLE
WOOD

WIDE FLANGE

WATER HEATER

WATERPROOF

WOOD SCREW

WAINSCOT

WELDED WIRE FABRIC
WITH

WITHOUT
ID
INSUL
INV
LAV
MATL
MAX
MB
MECH
MFR
MH
MIN
MISC
MO
N
(N)
NIC
NO OR #
NTS
OC
OD
OPNG
PL
PLAM
PLAS
PLYWD
PNT
PTDF
QT
RD
REF
REINF
RH
RM
RO
RWD
S
SCH
SD
SHR
SHT
SHTHG
SIM

SMACNA SPEC
SQ
SSTL
STD
STL
SUSP
SYM
TOB
TOC
TCB
TEL
TEMP
T&G
TP
TS
TV
TOW
TYP
UON
VCT
VERT
VGDF
VTR
W
WC
W.C.

WD
WF
WH
WP
WS
WSCT
WWF
W/
W/O

SHEET INDEX

PROJECT

LOCATION

PROJECT
NORTH

PROJECT ADDRESS
1800 BOOTH ROAD, ROSEVILLE, CA

BOOTH ROAD
INTERSTATE 80

VICINITY MAP
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval

CONSULTANTS
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
2/13/2025 3:16:48 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt G-001

TITLE SHEET
DCWWTP

OPERATIONS AND

LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768

BID SET (PRELIMINARY)

C I V I L E N G I N E E R

L A N D S C A P E A R C H I T E C T

S T R U C T U R A L E N G I N E E R

MEP E N G I N E E R

WARREN CONSULTING ENGINEERS, INC
1117 Windfield Way, Suite 110
El Dorado Hills, CA 95762
TEL (916)985-1870

YAMASAKI LANDSCAPE ARCHITECTURE
1223 High St
Auburn, CA 95603
TEL (530) 885-0040

BUEHLER
600 Q St, STE 200
Sacramento, CA 95811
TEL (916) 443-0303

PETERS ENGINEERING
7750 College Town Dr, STE 101
Sacramento, CA 95817
TEL (916) 447-2841
SHEET # SHEET NAME

1. OVERALL GENERAL INFORMATION
G-000 COVER SHEET
G-001 TITLE SHEET
G-002 CALGREEN (MANDATORY)
G-003 CALGREEN (MANDATORY)
G-004 CALGREEN (MANDATORY)
G-101 CODE SITE PLAN
G-201 CODE FLOOR PLAN
G-211 EXITING AND SIGNAGE PLAN
G-301 WALL TYPES (EXTERIOR)
G-302 WALL TYPES (INTERIOR)
G-900 ACCESSIBILITY CLEARANCES
G-923 SIGNAGE DETAILS
GENERAL SHEETS TOTAL: 12

2. CIVIL ENGINEERING (FOR REFERENCE ONLY)
C0.1 CIVIL COVER SHEET
C0.2 GENERAL NOTES
C0.3 GENERAL NOTES
C1.1 PHASE 1 DEMOLITION PLAN
C1.2 PHASE 1 DEMOLITION PLAN
C1.3 PHASE 2 DEMOLITION PLAN
C2.1 PHASE 1 PARTIAL GRADING PLAN
C2.2 PHASE 1 PARTIAL GRADING PLAN
C2.3 PHASE 2 PARTIAL GRADING PLAN
C3.1 PHASE 1 UTILITY PLAN
C3.2 PHASE 2 UTILITY PLAN
C4.1 PHASE 1 PARTIAL PAVING PLAN
C4.2 PHASE 1 PARTIAL PAVING PLAN
C4.3 PHASE 2 PARTIAL PAVING PLAN
C5.1 DETAILS
C5.2 DETAILS
C6.1 PHASE 1 EROSION CONTROL PLAN
CIVIL SHEETS TOTAL: 17

3. LANDSCAPE ARCHITECTURE
L-0.1 COVER SHEET
L-1.1 IRRIGATION PLAN
L-2.1 PLANTING PLAN
L-2.2 PLANTING CALCULATIONS
L-3.1 IRRIGATION DETAILS
L-3.2 IRRIGATION DETAILS
L-3.3 PLANTING DETAILS
L-3.4 IRRIGATION CALCULATIONS
LANDSCAPE ARCHITECTURE SHEETS TOTAL: 8

4.0 ARCHITECTURAL SITE
AS-101 SITE DEMO-PHASE 1
AS-102 SITE PLAN CONSTRUCTION PHASE 1
AS-103 SITE DEMO-PHASE 2
AS-104 SITE PLAN CONSTRUCTION PHASE 2
AS-105 OVERALL NEW SITE PLAN - PHASE 2
AS-106 ENLARGED SITE PLAN
AS-601 SITE DETAILS - TYPICAL
AS-603 SITE DETAILS - TYPICAL
ARCHITECTURAL SHEETS TOTAL: 8

4. ARCHITECTURAL DRAWINGS
A-200 CURB PLAN
A-201 FLOOR PLAN
A-202 DIMENSION & WALL TYPE PLAN
A-211 REFLECTED CEILING PLAN
A-212 DIMENSIONED REFLECTED CEILING PLAN
A-221 ROOF PLAN
A-251 FINISH PLAN
A-252 INTERIOR FINISH SCHEDULE
A-253 LABORATORY EQUIPMENT PLAN
A-254 FURNITURE PLAN (REFERENCE ONLY)
A-301 EXTERIOR ELEVATIONS
A-401 BUILDING SECTIONS
A-402 BUILDING SECTIONS
A-411 WALL SECTIONS
A-412 WALL SECTIONS
A-413 WALL SECTIONS
A-414 WALL SECTIONS
A-415 WALL SECTIONS
A-501 ENLARGED FLOOR PLANS
A-502 ENLARGED FLOOR PLANS
A-601 INTERIOR ELEVATIONS
A-602 INTERIOR ELEVATIONS
A-603 INTERIOR ELEVATIONS
A-604 INTERIOR ELEVATIONS
A-605 INTERIOR ELEVATIONS
A-606 INTERIOR ELEVATIONS
A-607 INTERIOR ELEVATIONS
A-608 INTERIOR ELEVATIONS

CITY OF ROSEVILLE

DRY CREEK WASTEWATER TREATMENT PLANT

OPERATIONS AND LAB BUILDING
SHEET # SHEET NAME
A-701 EXTERIOR WALL DETAILS
A-710 EXTERIOR STOREFRONT DETAILS
A-711 DOOR AND WINDOW DETAILS
A-712 DOOR AND WINDOW DETAILS
A-720 METAL ROOF DETAILS
A-721 TPO ROOF DETAILS
A-730 CANOPY DETAILS
A-740 INTERIOR WALL DETAILS
A-741 INTERIOR WALL DETAILS
A-750 INTERIOR DETAILS
A-760 CEILING DETAILS
A-780 CASEWORK DETAILS
A-781 CASEWORK DETAILS
A-790 FIRESTOPPING PENETRATIONS - HORIZONTAL PIPES
A-791 FIRESTOPPING PENETRATIONS - HORIZ CABLES
A-801 DOOR SCHEDULE
A-811 WINDOW SCHEDULE
ARCHITECTURAL SHEETS TOTAL: 45

5. STRUCTURAL ENGINEERING
S1.00 COVER SHEET
S1.01 GENERAL NOTES
S1.11 STRUCT SPECIAL INSPECTIONS & TESTING
S1.21 PLAN NOTES
S2.00 CURB PLAN
S2.01 FOUNDATION PLAN
S2.02 ROOF FRAMING PLAN
S3.01 BUILDING SECTIONS
S3.02 BUILDING SECTIONS
S5.01 TYPICAL CONCRETE DETAILS
S5.11 TYPICAL FRAMING AND NAILING DETAILS
S5.12 TYPICAL SHEAR WALL AND HOLDOWN DETAIL
S5.13 INTERIOR TYPICAL NON-STRUCTURAL DETAILS
S5.14 TYPICAL I-JOIST DETAILS
S5.15 TYPICAL WOOD TRUSS NOTES AND DETAILS
S5.16 MISC DETAILS
STRUCTURAL SHEETS TOTAL: 16

6. MECHANICAL ENGINEERING
M-001 SYMBOLS AND NOTES
M-002 MECHANICAL SCHEDULES
M-003 MECHANICAL SCHEDULES
M-101 TITLE 24
M-102 TITLE 24
M-103 TITLE 24
M-104 TITLE 24
M-105 TITLE 24
M-201 FLOOR PLAN - MECHANICAL
M-221 ROOF PLAN - MECHANICAL
M-301 REFRIGERANT PIPING PLAN
M-401 DETAILS
M-402 DETAILS
M-403 DETAILS
M-404 DETAILS
M-501 CONTROLS
M-502 CONTROLS
M-503 CONTROLS
MECHANICAL SHEETS TOTAL: 18

7. PLUMBING ENGINEERING
P-001 SYMBOLS AND NOTES
P-002 PLUMBING SCHEDULES
P-101 SITE PLAN - PLUMBING PHASE 1
P-102 SITE PLAN - PLUMBING PHASE 2
P-200 FLOOR PLAN - PLUMBING FIXTURE IDENTIFICATION
P-201 FLOOR PLAN - PLUMBING WASTE & VENT
P-202 FLOOR PLAN - PLUMBING WATER & GAS
P-221 ROOF PLAN - PLUMBING
P-301 ENLARGED LAB WATER &
P-302 ENLARGED LAB DI WATER, AIR AND VAC PLANS
P-303 ENLARGED LOCKER ROOM PLANS
P-400 DETAILS
P-401 DETAILS
P-402 DETAILS
P-403 DETAILS
PLUMBING SHEETS TOTAL: 15

8. ELECTRICAL ENGINEERING
E-001 SYMBOLS AND NOTES
E-002 LUMINAIRE SCHEDULE
E-003 TITLE 24 INDOOR LIGHTING
E-004 TITLE 24 INDOOR LIGHTING
E-005 TITLE 24 OUTDOOR LIGHTING
E-100 SITE PLAN - ELECTRICAL DEMOLITION
E-101 SITE PLAN - ELECTRICAL
E-102 SITE PLAN - LIGHTING
E-103 SITE PLAN - LIGHTING PHOTOMETRICS
E-201 FLOOR PLAN - POWER & SIGNAL
E-202 FLOOR PLAN - POWER - MECHANICAL
E-203 FLOOR PLAN - LIGHTING
E-204 ROOF PLAN - POWER
E-205 ROOF PLAN - SOLAR
E-301 ENLARGED FLOOR PLAN - POWER & SIGNAL
E-401 ONE LINE DIAGRAM
E-402 ONE LINE DIAGRAM - SOLAR
E-501 PANEL SCHEDULES
E-502 PANEL SCHEDULES
E-601 DETAILS
E-602 DETAILS
E-603 DETAILS
E-604 DETAILS
E-605 DETAILS
ELECTRICAL SHEETS TOTAL: 24

9. FIRE PROTECTION (FOR REFERENCE ONLY)
FA-001 SYMBOLS AND NOTES
FA-101 SITE PLAN - FIRE ALARM
FA-201 FLOOR PLAN - FIRE ALARM
FA-301 ONE LINE DIAGRAM & OPERATIONS MATRIX
FA-401 DETAILS
FA-402 DETAILS
FP-201 FLOOR PLAN - FIRE PROTECTION (FOR REFERENCE ONLY) FIRE PROTECTION SHEETS TOTAL: 7
OVERALL SHEET TOTAL: 170
NO. DATE DESCRIPTION
1 8/28/24 PC Comments
2 10/23/24 PC Comments
3 2/12/2025 Preliminary Bid Set
1 1
1 1
1 1
2 2
3 WASTE PLANS
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/3/2024 12:49:42 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt G-002

CALGREEN
(MANDATORY)

DCWWTP OPERATIONS

AND LAB BLDG
May 29, 2024
XX 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET

SIGNATURE OF THE ARCHITECT/ENGINEER DATE LICENSE NUMBER EXPIRATION DATE

CALGREEN CODE COMPLIANCE
THIS PROJECT IS SUBJECT TO THE REQUIREMENTS OF THE 2022 CALGREEN CODE (TITLE 24CCR, PART II) AS ADOPTED BY THE CITY OF ROSEVILLE WITH APPLICABLE CITY CODE AMMENDMENTS. MANDATORY MEASURES ARE LOCATED AT DRAWING SHEET G-002-004.
x
xx
x
ARCH
ELEC
x
ELEC
x
CIVIL
x
LANDS.

NO. DATE DESCRIPTION
2/28/25

BID SET (PRELIMINARY)
x
LANDS
ARCH
x
GC
x
GC
x
OWNR
x
OWNR
3RD
PTY
x
x
x
GC
x
GC
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/3/2024 12:49:43 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt G-003

CALGREEN
(MANDATORY)

DCWWTP OPERATIONS

AND LAB BLDG
May 29, 2024
XX 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
x
x
PLUMB
x
PLUMB
x
PLUMB
x
PLUMB
x
PLUMB
x
x
LANDS
NO. DATE DESCRIPTION
2/28/25

BID SET (PRELIMINARY)
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/3/2024 12:49:44 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt G-004

CALGREEN
(MANDATORY)

DCWWTP OPERATIONS

AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
x
GC
x
OWNR
x
ARCH
x
MECH
xx
x
MECH
x
NO. DATE DESCRIPTION
2/28/25

BID SET (PRELIMINARY)
X
XXX
G
G
E
G
E
G
M
E
E
SS
SS SS
2 4
8 10
13 16
EV-F
EV-F
EV-F
EV-F

EV-F EV-F EV-F
EV-C

EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F

NO PARKING

NOPARKING

GNI DAOL
PH
PH
PH
(N) CONCRETE PAVING
(N) ASPHALT CONCRETE PAVING
(E) BUILDING

ASSUMED PROPERTY LINE

PROJECT AREA

LIMITS OF WORK
PATH OF TRAVEL (P.O.T.)
• AS INDICATED, IS A COMMON BARRIER FREE ACCESS ROUTE
• IS AT LEAST 48" WIDE.
• NO ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL.
• THE PATH SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. • PASSING SPACES (11B-403.2) AT LEAST 60"x60" ARE LOCATED NOT MORE THAN 200' APART. • PARTS OF P.O.T. WITH CONTINUOUS GRADIENTS HAVE 60" LEVEL AREAS (11B-403.7) NOT MORE THAN 400' APART.
• THE CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED.
• (POT) SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (11B-307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80" (11B-307).
• ARCHITECT SHALL VERIFY PATH OF TRAVEL CONFORMS WITH THE ABOVE.

LANDSCAPING

EXPANSION JOINT PER

CONTROL JOINT PER
7 AS-601
3 AS-601

FENCE LINE
FH
FDC

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

LEGEND - SITE PLAN

CODE SITE GENERAL NOTES
A. ALL NEW CONCRETE AND AC PAVING IN P.O.T. SHALL HAVE 2% MAX. SLOPE IN ALL DIRECTIONS U.N.O. AND SHALL HAVE FLUSH TRANSITIONS TO ALL ADJACENT NEW AND EXISTING WALK SURFACES IN P.O.T .

B. ALL LANDSCAPE EDGES ALONG ALL NEW OR EXISTING WALK SURFACES IN P.O.T. SHALL BE PER CIVIL DRAWINGS.

C. FOR GRATINGS OR STRAINERS LOCATED IN THE SURFACE OF ANY PEDESTRIAN WAY OR IN P.O.T., THE MAXIMUM GRATE OR STRAINER OPENINGS SHALL NOT EXCEED 1/2" IN THE DIRECTION OF TRAFFIC FLOW.

D. THE P.O.T. IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE CALIFORNIA

BUILDING CODE ACCESSIBILITY PROVISIONS FOR THE PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS, AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE P.O.T. WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WERE DETERMINED TO BE NON-COMPLIANT 1) HAVE BEEN IDENTIFIED AND 2)

THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS

PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NON-COMPLIANT ELEMENTS, COMPONENTS, OR PORTIONS OF THE P.O.T. THAT WILL NOT BE CORRECTED BY

THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS. DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE

PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NON-CONFORMING BEYOND REASONABLE CONSTRUCTION

TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.
8'-9" 12'-0" 8'-9"
9'-0" 8'-0" 9'-0"
18'-0"
9'-0" 8'-0" 9'-0"
(E) BUILDING

B-OCCUPANCY
+/- 2,100
(NON-SPRINKL)
7 5
9 10
6 48
6 9 2 4

SEPARATION DISTANCE
10'-0" FIRE

SEPARATION DISTANCE
10'-1" FIRE

PROJECTION DISTANCE
8'-10" EAVE FIRE
VIF
24'-2 1/2"

EV CHARGER

EV CHARGER
18'-0"

VEHICLE OVERHANG
2'-0"
(E) S&H BLDG
(E) SHOP BLDG
(E) BLDG
(E) BLDG
1 TYP.
6'-0"
TYP.
1 1'-6"
8'-3" 8'-3"
9'-9"
5'-9"
6'-0"
6'-0"
5'-6"
6'-0"
7'-0"
8'-0"
6'-6"

10.14.D

10.14.E

10.14.D

10.14.D
2 VEHICLE OVERHANG
2'-0"
6'-0"
TYP.
1 (E) STALLS
8'-3"
5'-6"
16'-0"
2'-0" OVERHANG
16'-0"
>50'
=
OK
+/- 50'
-5 3/4"
3 4
4 ROU50TER
(TYP)
'
-0"
MIN
5 TYP WIDTH
20'-0" MIN
5 5
6 +/- 124'-6"
MAX
150'-0"

INNER (TYP)
R 30'-0" MIN
2 2
2 2
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/31/2024 12:01:09 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt G-101

CODE SITE PLAN

DCWWTP OPERATIONS

AND LAB BLDG
May 29, 2024
XX 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET

KEYNOTES

10.14.D REGULAR ACCESSIBLE STALL SIGN

10.14.E VAN ACCESSIBLE STALL SIGN
SITE PLAN - CODE 1" = 20'-0"
1 ?
75 TOTAL STALLS, INCLUDING
EXISTING:
(4) (E) REGULAR STALLS
(1) (E) VAN ACCESSIBLE STALL
(5) STALLS
NEW:
(1) VAN ACCESSIBLE STALL
(1) VAN ACCESSIBLE EVSE STALL
(2) STANDARD ACCESSIBLE STALLS
(2) EVSE STALLS
(33) 9'X16' STALLS W/2' OVERHANG
(31) 9'X18' STALLS
(70) STALLS
ACCESSIBLE STALLS:

REQUIRED:

PER CBC 11B-208.2 & 11B-208.2.4 FOR 51-75 STALLS
(3) STALLS: (1) VAN & (2) STANDARD ACCESSIBLE STALLS
PROVIDED:
(4) STALLS: (2) VAN & (2) STANDARD ACCESSIBLE STALLS
(1) VAN-ACCESSIBLE EVSE STALL
EV STALLS:

REQUIRED:

PER TABLE 5.106.5.3.1 FOR TOTAL # OF STALLS 51-75:
(3) EVSE STALLS REQUIRED
(13) EV CAPABLE SPACES REQUIRED
PROVIDED:
(3) STALLS W/CHARGING EQUIPMENT, INCLUDING 1-VAN-ACCESSIBLE (13) EV CAPABLE STALLS (INCLUDED IN OVERALL COUNT)
TABLE 602 EXTERIOR WALLS FIRE SEPARATION
10 FT OR LESS = 0 HR RATING @ TYPE V-B
TABLE 705.2 MIN DISTANCE OF PROJECTION
5 FT OR GREATER = 40 IN
SECTIONS 705.2.2 & 705.2.3
COMBUSTIBLE PROJECTION GREATER THAN 5FT FROM LINE OF FIRE SEPARATION = OK

PARKING ANALYSIS

FIRE SEPARATION
SHEET NOTES G-101
1 DASHED LINE INDICATES ROOF ABOVE
2 (E) ACCESSIBLE STALL
3 SAFE DISPERSAL AREA PER CBC 1028.5
4 SAFE DISPERSAL AREA SIGNAGE, SEE 9/AS-603
5 DASHED LINES INDICATE FIRE ACCESS ROADWAY; MIN 20FT WIDE W/30FT MIN INSIDE TURNING RADIUS AND 50FT MIN OUTSIDE TURNING RADIUS
6 150 FT RADIUS FROM FIRE ACCESS ROADWAY; FOR REFERENCE ONLY.

NO. DATE DESCRIPTION
1 8/28/24 PC Comments
2 10/23/24 PC Comments
PER CBC 1028.5:

OCCUPANT CALCULATION:

TOTAL OCCUPANTS (SEE G-201) = 138
OCCUPANTS W/ACCESSIBLITY AREA REQS = 138 *.02 = 3
DISPERSAL AREA CALCULATION:

OCCUPANT AREA = (138-3) * 5 SF/PERSON = 675 SF
ACCESSIBLE OCCUPANT AREA = 3 * 10 SF = 30 SF
TOTAL REQUIRED AREA = 675 SF + 30 SF = 705 SF
TOTAL PROVIDED AREA = 747 SF > 705 SF = OK
DISPERSAL AREA SEPARATION:

MIN REQ'D SEPARATION = 50'-0"
PROVIDED SEPARATION = 50'-5"
1 SAFE DISPERSAL AREA
1 1
2 2/28/25

BID SET (PRELIMINARY)
D
W
1 HR RATED SEPERATION
2 HR RATED SEPERATION
3 HR RATED SEPERATION

ROOM NAME
101
150 SF 15
OCC. TOT. 25

OCCUPANT LOAD FACTOR

ROOM AREA

TOTAL OCCUPANCY

CALCULATED

ROOM NUMBER

EXIT WIDTH PROVIDED

MINIMUM EXIT WIDTH

CALCULATED

TOTAL OCCUPANTS CALCULATED

EXIT LOCATION

OCCUPANCY TAG EGRESS WIDTH TAG

FIRE SPRINKLER RISER

BUILDING ENTRANCE
0' EGRESS DISTANCE

FIRE EXTINGUISHER
EXIT 01
123 OCC.
36" PROVIDED
38" MIN.

LEGEND - CODE ANALYSIS
11,666 SF

GROUP B

OCCUPANCY
791 SF
GROUP R-3

OCCUPANCY
(ACCESSORY)
58'
62'

OCCUPANCY TYPE
B
R-3
514 SF
OCC. TOT. 4

WORK ROOM
113
150 1,226 SF
OCC. TOT. 13

LABORATORY
112
100
118 SF
OCC. TOT. 1
OFFICE
114
150
118 SF
OCC. TOT. 1
OFFICE
115
112 SF 150
OCC. TOT. 1

RECORDS
116
150
76 SF
OCC. TOT. 1

STORAGE
117
150
118 SF
OCC. TOT. 1
OFFICE
111
150
118 SF
OCC. TOT. 1
OFFICE
110
150
422 SF
OCC. TOT. 9

WOMEN'S LOCKER RM
122
50 238 SF
OCC. TOT. 2
CONTROL ROOM 2
125
150
612 SF
OCC. TOT. 13

MEN'S LOCKER RM
123
50 103 SF
OCC. TOT. 1

LAUNDRY
124
150
151 SF
OCC. TOT. 1

EQUIPMENT ROOM
136
300
115 SF
OCC. TOT. 1

BUNK ROOM
131
120
115 SF
OCC. TOT. 1

BUNK ROOM
130
120
115 SF
OCC. TOT. 1

BUNK ROOM
129
120
115 SF
OCC. TOT. 1

BUNK ROOM
128
120
115 SF
OCC. TOT. 1

BUNK ROOM
127
120
115 SF
OCC. TOT. 1

BUNK ROOM
126
120
37 SF
OCC. TOT. 1

FIRE RISER
135
300
907 SF
OCC. TOT. 7

CORRIDOR
118
150
143 SF
OCC. TOT. 1

ELECTRICAL
134
300 301 SF
OCC. TOT. 2
MDF
133
300
2,010 SF
OCC. TOT. 14

OPEN OFFICE
108
150
72 SF
OCC. TOT. 0

RESTROOM
120
0 72 SF
OCC. TOT. 0

RESTROOM
119
0 35 SF
OCC. TOT. 1

JANITOR
121
300
258 SF
OCC. TOT. 2

CONFERENCE ROOM
102
150
341 SF
OCC. TOT. 3
CONTROL ROOM 1
106
150
152 SF
OCC. TOT. 2

CONFERENCE ROOM
107
150
151 SF
OCC. TOT. 2
OFFICE
105
150
341 SF
OCC. TOT. 2

KITCHEN
109
200
239 SF
OCC. TOT. 2
OFFICE
104
196 SF 150
OCC. TOT. 2
OFFICE
103
288 SF 150
OCC. TOT. 20

WAITING
101
15 241 SF
OCC. TOT. 17

BREAK ROOM
137
15 66'-9" MIN EXIT SEPARATION, SPRINKLERED @ 1/3 DIST
192'-9" DIAGONAL DISTANCE
26'
COMMON PATH 62'<100' : OK
R3 EXIT ACCESS 58'<125' : OK

B EXIT ACCESS
(62'+26') =
88' < 300' : OK
438 SF
OCC. TOT. 0

EXTERIOR COVERED
SPACE
138
0 169 SF
OCC. TOT. 2

CORRIDOR
139
150
80 SF
OCC. TOT. 1

CORRIDOR
140
150
(ACCESSORY)
38 SF
OCC. TOT. 1

MECHANICAL
132
300
>66'-9" = O
K
105'-6 1/16"
(E) BUILDING
SEE G-101 CODE SITE PLAN FOR

FIRE SEPARATION DISTANCES W/ (E)

BUILDING
SEE G-101
111 SF
OCC. TOT. 1

RECEPTION
101A
150
ACCESSIBILITY EVALUATION NOTE:

R-3 AREAS ARE EVALUATED PER CBC CHAPER 11A,
REMAINING AREAS ARE EVALUATED USING CHAPTER 11B
2022 CALIFORNIA BUILDING CODE
602 CONSTRUCTION TYPE:

BUILDINGS AND STRUCTURES ERECTED OR TO BE ERECTED, ALTERED OR

EXTENDED IN HEIGHT OR AREA SHALL BE CLASSIFIED IN ONE OF THE FIVE CONSTRUCTION TYPES DEFINED IN SECTIONS 602.2 THROUGH 602.5.

TYPE I-A

TYPE II-A

TYPE III-A

TYPE IV-HT

TYPE V-A

TYPE I-B

TYPE II-B

TYPE III-B

TYPE V-B
BUILDING SPRINKLER SYSTEM:

NS
S1
SM-H
SM+H
S13R
S13D

BUILDINGS NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKER SYSTEM

BUILDINGS A MAXIMUM OF ONE STORY ABOVE GRADE EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1

BUILDINGS TWO OR MORE STORIES ABOVE GRADE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 (WITHOUT HEIGHT INCREASE)

BUILDINGS TWO OR MORE STORIES ABOVE GRADE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 (WITH HEIGHT INCREASE)

BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.2

BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.3
302 OCCUPANCY CLASSIFICATION:

GROUP A-1

STRUCTURES OR PORTIONS OF STRUCTURES SHALL BE CLASSIFIED WITH RESPECT TO OCCUPANCY IN ONE OR MORE OF THE GROUPS LISTED IN THIS SECTION. A ROOM OR SPACE THAT

IS INTENDED TO BE OCCUPIED AT DIFFERENT TIMES FOR DIFFERENT PURPOSES SHALL COMPLY

WITH ALL OF THE REQUIREMENTS THAT ARE APPLICABLE TO EACH OF THE PURPOSES FOR WHICH THE ROOM OR SPACE WILL BE OCCUPIED.

GROUP B

GROUP C

GROUP E
GROUP F-1
GROUP H-1
GROUP I-1

GROUP L

GROUP M
GROUP R-1
GROUP R-4
GROUP S-1

GROUP U
GROUP A-2
GROUP F-2
GROUP H-2
GROUP I-2
GROUP R-2
GROUP S-2
GROUP A-3
GROUP H-3
GROUP I-3
GROUP R-2.1
GROUP A-4
GROUP H-4
GROUP I-4
GROUP R-3
GROUP A-5
GROUP H-5
GROUP R-3.1
504 ALLOWABLE HEIGHT :

THE HEIGHT, IN FEET, AND THE NUMBER OF STORIES OF A BUILDING SHALL BE DETERMINED BASED

ON THE TYPE OF CONSTRUCTION, OCCUPANCY CLASSIFICATION AND WHETHER THERE IS AN AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT THE BUILDING.

TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

OCCUPANCY SPRINKLERS CONSTRUCTION ALLOWABLE ACTUAL
S1 TYPE V-B
GROUP
B
60'-0"
3 STORIES
± 24'-0"
1 STORIES
FIRE RESISTANCE RATINGS:

TABLE 601 & TABLE 705.5 FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

BUILDING ELEMENT EXTERIOR NON-BEARING

PRIMARY STRUCTURAL FRAME

EXTERIOR BEARING WALL

INTERIOR BEARING WALL

INTERIOR NONBEARING

FLOOR & SECONDARY MEMBER
ROOF & SECONDARY MEMBER 30'-0" < X
10'-0" < X < 30'-0"
5'-0" < X < 10'-0"
X < 5'-0"

FIRE SEPARATION

DISTANCE

TYPE V-B

WALL RATING FOR

OCCUPANCY

GROUP B
0 HR
0 HR
0 HR
0 HR
0 HR
0 HR
1 HR
1 HR
0 HR
0 HR
508 MIXED USE AND OCCUPANCY:

ONE OCCUPANCY GROUP ONLY

EACH PORTION OF A BUILDING SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1. WHERE A BUILDING CONTAINS MORE THAN ONE OCCUPANCY GROUP, THE

BUILDING OR PORTION THEREOF SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF SECTION 508.2, 508.3 OR 508.4, OR A COMBINATION OF THESE SECTIONS.

THIS BUILDING CONTAINS:
508.2 ACCESSORY OCCUPANCIES

ACCESSORY OCCUPANCIES ARE THOSE OCCUPANCIES THAT ARE ANCILLARY TO THE MAIN OCCUPANCY OF THE BUILDING OR PORTION THEREOF. 508.3 NONSEPARATED OCCUPANICES

NONSEPARATED OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1. THE REQUIREMENTS OF THIS CODE SHALL APPLY TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY CLASSIFICATION OF THAT SPACE. IN ADDITION, THE MOST RESTRICTIVE PROVISIONS OF CHAPTER 9 THAT APPLY TO THE NONSEPARATED OCCUPANCIES SHALL APPLY TO THE TOTAL NONSEPARATED OCCUPANCY AREA. 508.4 SEPARATED OCCUPANICES

NONSEPARATED OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1. THE REQUIREMENTS OF THIS CODE SHALL APPLY TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY CLASSIFICATION OF THAT SPACE. IN ADDITION, THE MOST RESTRICTIVE PROVISIONS OF CHAPTER 9 THAT APPLY TO THE NONSEPARATED OCCUPANCIES SHALL APPLY TO THE TOTAL NONSEPARATED OCCUPANCY AREA.

TABLE 508.4 REQUIRED SEPARATION OF OCCUPANICES (HOURS)

PRIMARY

OCCUPANCY

SEPARATED

OCCUPANCY
SPRINKLERED?

REQUIRED

SEPARATION
509 INCIDENTAL USES
510 SPECIAL PROVISIONS
GROUP B GROUP R-3 YES 1 HR
506 ALLOWABLE AREA CALCULATIONS:
506.1 BUILDING AREA

THE FLOOR AREA OF A BUILDING SHALL BE DETERMINED BASED ON THE TYPE OF CONSTRUCTION,

OCCUPANCY CLASSIFICATION, WHETHER THERE IS AN AUTOMATIC SPRINKLER SYSTEM INSTALLED

THROUGHOUT THE BUILDING AND THE AMOUNT OF BUILDING FRONTAGE ON PUBLIC WAY OR OPEN SPACE.
506.2.1 SINGLE OCCUPANCY, ONE STORY

THE ALLOWABLE AREA OF A SINGLE-OCCUPANCY BUILDING WITH NO MORE THAN ONE STORY ABOVE GRADE PLANE SHALL BE DETERMINED IN ACCORDANCE WITH EQUATION 5-1 (EQUATION 5-1) Aa = At + (NS x If)
506.2.2 MIXED-OCCUPANCY, ONE STORY

THE ALLOWABLE AREA OF A MIXED-OCCUPANCY BUILDING WITH NO MORE THAN ONE STORY

ABOVE GRADE PLANE SHALL BE DETERMINED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION 508.1 BASED ON EQUATION 5-1 FOR EACH APPLICABLE OCCUPANCY. (EQUATION 5-1) Aa = At + (NS x If)
506.2.3 SINGLE OCCUPANCY, MULTISTORY

THE ALLOWABLE AREA OF A SINGLE-OCCUPANCY BUILDING WITH MORE THAN ONE STORY ABOVE GRADE PLANE SHALL BE DETERMINED IN ACCORDANCE WITH EQUATION 5-2:
(EQUATION 5-2) Aa = At + (NS x If) x Sa
506.2.4 MIXED-OCCUPANCY MULTISTORY

EACH STORY OF A MIXED-OCCUPANCY BUILDING WITH MORE THAN ONE STORY ABOVE GRADE PLANE SHALL INDIVIDUALLY COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTION 508.1.

FOR BUILDINGS WITH MORE THAN THREE STORIES ABOVE GRADE PLANE, THE TOTAL BUILDING

AREA SHALL BE SUCH THAT THE AGGREGATE SUM OF THE RATIOS OF THE ACTUAL AREA OF EACH

STORY DIVIDED BY THE ALLOWABLE AREA OF SUCH STORIES, DETERMINED IN ACCORDANCE WITH EQUATION 5-3 BASED ON THE APPLICABLE PROVISIONS OF SECTION 508.1, SHALL NOT EXCEED

THREE, PROVIDED THE AGGREGATE SUM OF THE RATIOS FOR PORTIONS OF MIXED-OCCUPANCY,

MULTISTORY BUILDINGS CONTAINING A, E, H, I, L AND R OCCUPANCIES, HIGH-RISE BUILDINGS, AND OTHER APPLICATIONS LISTED IN SECTION 1.11 REGULATED BY THE OFFICE OF THE STATE FIRE

MARSHAL, INCLUDING ANY OTHER ASSOCIATED NON-SEPARATED OCCUPANCIES, SHALL NOT EXCEED TWO.
(EQUATION 5-3) Aa = [At + (NS x If)]
Aa = ALLOWABLE AREA (SQUARE FEET).

At = TABULAR ALLOWABLE AREA FACTOR (NS, S13R OR SM VALUE, AS APPLICABLE) IN ACCORDANCE WITH TABLE 506.2.

NS = TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH TABLE 506.2 FOR A

NONSPRINKLERED BUILDING (REGARDLESS OF WHETHER THE BUILDING IS SPRINKLERED).

If = AREA FACTOR INCREASE DUE TO FRONTAGE (PERCENT) AS CALCULATED IN ACCORDANCE WITH SECTION 506.3.

Sa < 2 GROUP A, E, H, I, L, R, HIGH-RISE BUILDINGS AND APP. IN SECTION 1.11 PER SFM Sa < 3 OTHER THAN ABOVE
Sa < 1 NO INDIVIDUAL STORY SHALL EXCEED (Aa)
OCC.

GROUP
At (SF) ACTUAL (SF) NS (SF) If Aa (SF)
B 36,000 SF 9,000 SF 0 36,000 SF 12,456 SF
FLOOR 1
TABLE 705.8 MAXIMUM AREA OF EXT. WALL OPENING PER FIRE SEPARATION DIST.

EXTERIOR PROTECTION

NORTH WALL

SEPARATION
ACTUAL

OPENINGS

ALLOWABLE

OPENINGS

EAST WALL
SOUTH WALL 2

WEST WALL
SOUTH WALL 1

UNPROTECTED,

SPRINKLERED

UNPROTECTED,

SPRINKLERED
0 SF
0 SF
0%
0%
X > 30'
X > 30'

UNPROTECTED,

SPRINKLERED

UNPROTECTED,

SPRINKLERED
0 SF
0 SF
0%
0%
10'< X < 15'
X > 30'

UNPROTECTED,

SPRINKLERED
0 SF
0%
10'< X < 15'
2,884 SF
2,299 SF
0%
0%
0 SF
0 SF
1,333 SF
13,131 SF
0%
0%
0 SF
0 SF
1,333 SF
0%
0 SF
TOTAL BUILDING AREA RATIO= 0.35 < Sa = 3 = OK 12,456 SF ROOF RATINGS:

TABLE 1505.1 MIN. ROOF COVER (VB=CLASS C MIN.)
INT. EXIT CORRIDOR ROOMS / ENCLOSURE
B
R-3
B C C
C C C
INTERIOR FINISHES RATINGS:

TABLE 803.13 INTERIOR WALL & CEILING FINISH RATING REQUIRMENTS

OCCUPANCY
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/20/2024 1:08:38 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt G-201

CODE FLOOR PLAN

DCWWTP OPERATIONS

AND LAB BLDG
May 29, 2024
XX 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
3/32" = 1'-0"
?
CODE ANALYSIS FLOOR PLAN 1
OCCUPANT CHART PER 2022 CBC TABLE 1004.5
ROOM # ROOM NAME FUNCTION N SF SF/OCC. OCC. # OCCUPANCY TYPE MAXIMUM OCCUPANT LOAD W/ 1 EXIT
TABLE 1006.2.1
MIN. CLR. DOOR

EXIT WIDTH
# EXITS

REQUIRED
# EXITS

PROVIDED
101 WAITING ASSEMBLY WITHOUT FIXED SEATS UN-CONCENTRATED (TABLES AND CHAIRS) 288 SF 15 SF 20 B 49 2'-8" 1 2 101A RECEPTION BUSINESS AREAS 111 SF 150 SF 1 B 49 2'-8" 1 102 CONFERENCE ROOM BUSINESS AREAS 258 SF 150 SF 2 B 49 2'-8" 1 1 103 OFFICE BUSINESS AREAS 196 SF 150 SF 2 B 49 2'-8" 1 1 104 OFFICE BUSINESS AREAS 239 SF 150 SF 2 B 49 2'-8" 1 1 105 OFFICE BUSINESS AREAS 151 SF 150 SF 2 B 49 2'-8" 1 1 106 CONTROL ROOM 1 BUSINESS AREAS 341 SF 150 SF 3 B 49 2'-8" 1 1 107 CONFERENCE ROOM BUSINESS AREAS 152 SF 150 SF 2 B 49 2'-8" 1 1 108 OPEN OFFICE BUSINESS AREAS 2,010 SF 150 SF 14 B 49 2'-8" 1 1 109 KITCHEN KITCHENS, COMMERCIAL 341 SF 200 SF 2 B 49 2'-8" 1 2 110 OFFICE BUSINESS AREAS 118 SF 150 SF 1 B 49 2'-8" 1 1 111 OFFICE BUSINESS AREAS 118 SF 150 SF 1 B 49 2'-8" 1 1 112 LABORATORY LABORATORIES, NON-EDUCATIONAL 1,226 SF 100 SF 13 B 49 2'-8" 1 2 113 WORK ROOM LABORATORIES, NON-EDUCATIONAL 514 SF 100 SF 4 B 49 2'-8" 1 1 114 OFFICE BUSINESS AREAS 118 SF 150 SF 1 B 49 2'-8" 1 1 115 OFFICE BUSINESS AREAS 118 SF 150 SF 1 B 49 2'-8" 1 1 116 RECORDS ACCESSORY STORAGES AREAS, MECHANICAL EQUIPMENT ROOM 112 SF 300 SF 1 B 49 2'-8" 1 1 117 STORAGE ACCESSORY STORAGES AREAS, MECHANICAL EQUIPMENT ROOM 76 SF 300 SF 1 B 49 2'-8" 1 1 118 CORRIDOR BUSINESS AREAS 907 SF 150 SF 7 B 49 2'-8" 1 3 119 RESTROOM BUSINESS AREAS 72 SF 150 SF B 49 1
120 RESTROOM BUSINESS AREAS 72 SF 150 SF B 49 1
121 JANITOR ACCESSORY STORAGES AREAS, MECHANICAL EQUIPMENT ROOM 35 SF 300 SF 1 B 49 2'-8" 1 1 122 WOMEN'S LOCKER RM BUSINESS AREAS 422 SF 150 SF 9 B 49 2'-8" 1 1 123 MEN'S LOCKER RM BUSINESS AREAS 612 SF 150 SF 13 B 49 2'-8" 1 1 124 LAUNDRY BUSINESS AREAS 103 SF 150 SF 1 B 49 2'-8" 1 1 125 CONTROL ROOM 2 BUSINESS AREAS 238 SF 150 SF 2 B 49 2'-8" 1 1 126 BUNK ROOM RESIDENTIAL 115 SF 200 SF 1 R-3 10 2'-8" 1 1 127 BUNK ROOM RESIDENTIAL 115 SF 200 SF 1 R-3 10 2'-8" 1 1 128 BUNK ROOM RESIDENTIAL 115 SF 200 SF 1 R-3 10 2'-8" 1 1 129 BUNK ROOM RESIDENTIAL 115 SF 200 SF 1 R-3 10 2'-8" 1 1 130 BUNK ROOM RESIDENTIAL 115 SF 200 SF 1 R-3 10 2'-8" 1 1 131 BUNK ROOM RESIDENTIAL 115 SF 200 SF 1 R-3 10 2'-8" 1 1 132 MECHANICAL ACCESSORY STORAGES AREAS, MECHANICAL EQUIPMENT ROOM 38 SF 300 SF 1 B 49 2'-8" 1 133 MDF ACCESSORY STORAGES AREAS, MECHANICAL EQUIPMENT ROOM 301 SF 300 SF 2 B 49 2'-8" 1 1 134 ELECTRICAL ACCESSORY STORAGES AREAS, MECHANICAL EQUIPMENT ROOM 143 SF 300 SF 1 B 49 2'-8" 1 1 135 FIRE RISER ACCESSORY STORAGES AREAS, MECHANICAL EQUIPMENT ROOM 37 SF 300 SF 1 B 49 2'-8" 1 1 136 EQUIPMENT ROOM ACCESSORY STORAGES AREAS, MECHANICAL EQUIPMENT ROOM 151 SF 300 SF 1 B 49 2'-8" 1 1 137 BREAK ROOM ASSEMBLY WITHOUT FIXED SEATS UN-CONCENTRATED (TABLES AND CHAIRS) 241 SF 15 SF 17 B 49 2'-8" 1 138 EXTERIOR COVERED SPACE N/A 438 SF 0 SF B 49
139 CORRIDOR BUSINESS AREAS 169 SF 150 SF 2 B 49 2'-8" 1 140 CORRIDOR BUSINESS AREAS 80 SF 150 SF 1 B 49 2'-8" 1 OCCUPANT TOTAL: 138

PROJECT
NORTH
R-3 NOTES:
420.2 SEPARATION WALLS
"WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING, WALLS SEPARATING SLEEPING UNIT IN THE SAME BUILDING AND WALL

SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTION AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708." 420.4 AUTOMATIC SPRINKLER SYSTEM
"GROUP R OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.8..."
420.5 FIRE ALARM SYSTEMS AND SMOKE ALARMS
"... SINGLE OR MULTIPLE-STATION SMOKE ALARMS SHALL BE PROVIDED IN GROUP R-3 IN ACCORDANCE WITH SECTION 907.2.11..." 420.10 GROUP R COOKING FACILITIES
"IN GROUP R OCCUPANCIES, COOKING APPLIANCES USED FOR DOMESTIC COOKING OPERATIONS SHALL BE IN ACCORDANCE WITH SECTION 917.2 OF THE CALIFORNIA MECHANICAL CODE."
R-3 ACCESSIBLITY REQUIREMENTS SHALL BE PER CBC CH 11A.

NO. DATE DESCRIPTION
1 8/28/24 PC Comments
1 1
1 2/28/25

BID SET (PRELIMINARY)
D
W
S
P
S
P
F
CR
CR
CR
CR
CR
CR
CR
CR
CR
A
A
1 1
RM
S-X
B E
G
G
C
C
D
2 2
4 4
5 5
10 10
11 11
37 SF
OCC. TOT. 1

FIRE RISER
135
300
143 SF
OCC. TOT. 1

ELECTRICAL
134
300
301 SF
OCC. TOT. 2
MDF
133
300
115 SF
OCC. TOT. 1

BUNK ROOM
131
120 115 SF
OCC. TOT. 1

BUNK ROOM
130
120 115 SF
OCC. TOT. 1

BUNK ROOM
129
120 115 SF
OCC. TOT. 1

BUNK ROOM
128
120 115 SF
OCC. TOT. 1

BUNK ROOM
127
120 115 SF
OCC. TOT. 1

BUNK ROOM
126
120
151 SF
OCC. TOT. 1

EQUIPMENT ROOM
136
300
514 SF
OCC. TOT. 4

WORK ROOM
113
150
1,226 SF
OCC. TOT. 13

LABORATORY
112
100
118 SF
OCC. TOT. 1
OFFICE
111
118 SF 150
OCC. TOT. 1
OFFICE
114
118 SF 150
OCC. TOT. 1
OFFICE
115
112 SF 150
OCC. TOT. 1

RECORDS
116
76 SF 150
OCC. TOT. 1

STORAGE
117
150
118 SF
OCC. TOT. 1
OFFICE
110
150
152 SF
OCC. TOT. 2

CONFERENCE ROOM
107
150
151 SF
OCC. TOT. 2
OFFICE
105
150
239 SF
OCC. TOT. 2
OFFICE
104
196 SF 150
OCC. TOT. 2
OFFICE
103
150
258 SF
OCC. TOT. 2

CONFERENCE ROOM
102
150
341 SF
OCC. TOT. 2

KITCHEN
109
200
AU
72 SF

RESTROOM
119
AU
72 SF

RESTROOM
120
35 SF
OCC. TOT. 1

JANITOR
121
300
422 SF
OCC. TOT. 9

WOMEN'S LOCKER RM
122
50 612 SF
OCC. TOT. 13

MEN'S LOCKER RM
123
50 341 SF
OCC. TOT. 3
CONTROL ROOM 1
106
150
238 SF
OCC. TOT. 2
CONTROL ROOM 2
125
150
103 SF
OCC. TOT. 1

LAUNDRY
124
150
288 SF
OCC. TOT. 20

WAITING
101
15 2,010 SF
OCC. TOT. 14

OPEN OFFICE
108
150

RM RM RM RM RM S-X
S-F2
S-E2
FES
FES
13 9
1 1 1 1 1 1 2
25 DOOR EXIT WIDTH
25 x 0.15 = 3.75" REQUIRED
34" PROVIDED 'OK'
1 1
1 2
4 1
25 DOOR EXIT WIDTH
25 x 0.15 = 3.75" REQUIRED
34" PROVIDED 'OK'
1 1
1 1 1 1
1 1
P
13 13

DOOR EXIT WIDTH
13 x 0.15 = 1.95" REQUIRED
46" PROVIDED 'OK'
25 19
2+17=19
DOOR EXIT WIDTH 19
19 x 0.15 = 2.85" REQUIRED
34" PROVIDED 'OK'
P
P
1+1+1+1+1+1+1+2+2+1+13+9+16=50 50 25
S-X
P
1+1+1+1+1+1+1+14+2+3+2+2+2=32 32
S-X
2 3
2 2
2 2
39 20+1+2+16=39
16 16
S-X
39 DOOR EXIT WIDTH
39 x 0.15 = 5.85" REQUIRED
68" PROVIDED 'OK'
P
RM RM
RM
ALS RM
OCC
AES
NSE
RM
RM

RM RM RM RM
S-2 S-1 S-1 S-2
RM
RM
ALS RM
OCC
S-F1
S-E1
S-M1
S-M2
RM
NSE

AES NSE
AES
NSE
RM
RM
AES
NSE
RM
RM
RM
S-1 S-1
S-2 S-2
FES
FES
FES
FES
S-X
P
F
F
3 3
38 SF
OCC. TOT. 1

MECHANICAL
132
300
AU
169 SF

CORRIDOR
139
AU
907 SF

CORRIDOR
118
241 SF
OCC. TOT. 17

BREAK ROOM
137
15 FES
NSE
AES
FES

DOOR EXIT WIDTH
4 x 0.15 = 0.6" REQUIRED
34" PROVIDED 'OK'
X-SR
111 SF
OCC. TOT. 1

RECEPTION
101A
150
1 1
1 1
1 ROOM NAME / NUMBER SIGN, SEE DETAILS 2/G-923
TOILET ROOM DOOR SIGN, SEE DETAILS 18/G-923
TOILET ROOM WALL SIGN, SEE DETAILS 13/G-923
TACTILE "EXIT" SIGN (INTERIOR), SEE DETAILS 7/G-923
TACTILE "EXIT ROUTE" SIGN (INTERIOR), SEE DETAILS 10/G-923 "MAXIMUM OCCUPANCY" SIGN (INTERIOR), SEE DETAIL 15/G-923 IDENTIFICATION SIGN MOUNTED TO DOOR: "FIRE SPRINKLER RISER INSIDE" SIGN, SEE DETAIL 1/G-923

PAPER INSERT DOOR ID SIGNAGE, SEE DETAILS
IDENTIFICATION SIGN MOUNTED TO WALL: "FIRE SPRINKLER RISER INSIDE" SIGN, SEE DETAIL 1/G-923 RM
RM-1
S-1
S-2
S-X
S-XR
OCC
S-F1
S-F2
ALS ASSISTIVE LISTENING SIGN, SEE DETAIL 14/G-923

EAR EXTERIOR AREA FOR ASSISTED RESCUE SIGN, SEE DETAIL
S-XS TACTILE "EXIT STAIR" SIGN (INTERIOR), SEE DETAILS 10/G-923 AES ACCESSIBLE ENTRANCE SIGN, SEE DETAIL 11/G-923

LEGEND - SIGNAGE
NSE IDENTIFICATION NO SMOKING SIGN: "NO SMOKING WITHIN 25 FEET OF BUILDING ENTRANCE" IDENTIFICATION SIGN MOUNTED TO DOOR: "MAIN ELECTRICAL ROOM" SIGN, SEE DETAIL 1/G-923 IDENTIFICATION SIGN MOUNTED TO WALL: "MAIN ELECTRICAL ROOM" SIGN, SEE DETAIL 1/G-923 S-E1
S-E2
IDENTIFICATION SIGN MOUNTED TO DOOR: "MAIN MECHANICAL ROOM" SIGN, SEE DETAIL 1/G-923 IDENTIFICATION SIGN MOUNTED TO WALL: "MAIN MECHANICAL ROOM" SIGN, SEE DETAIL 1/G-923 S-M1
S-M2

SIGNAGE GENERAL NOTES
A. FOR ADDITIONAL SIGNAGE INFORMATION, REFER TO SPECIFICATION SECTION 10 14 00 AND SIGNAGE DETAILS HEREIN.

B. COORDINATE THIS PLAN WITH DOCUMENTS INCLUDING BUT NOT LIMITED TO SITE PLANS, FLOOR PLANS, ELEVATIONS AND CEILING PLANS BY ALL DISCIPLINES.

C. INSTALL BLANK SIGN ON OPPOSITE SIDE OF SIGN WHEN INSTALLED ON GLASS.

D. MOUNT SIGNS BACK TO BACK AT GLAZING.
-
-
#
-
P

COMBINED OCCUPANT LOAD IN A MAIN AREA

OCCUPANT LOAD OF SPECIFIC ROOM

ESTIMATED OCCUPANT LOAD TO EXITING FROM MAIN
AREA. TYPICAL 1/2" OR 1/3" THE MAIN AREA OCCUPANT
LOAD
- OCCUPANT LOAD AT EXTERIOR DOOR USED FOR
MINIMUM CLEAR DOOR WIDTH CALCULATIONS.
- OCCUPANT LOAD AT STAIR TO BE USED TO
CALCULATE MINIMUM REQUIRED STAIR WIDTH.

HEAVY LINE REPRESENTS DIVISION BETWEEN MAIN

AREA'S FOR CALCULATING OCCUPANT LOADS WITHIN THE
SPECIFIC AREA EXTEND.

COMBINED OCCUPANT LOAD:

SPECIFIC AREA WHEN MULTIPLE LOADS DUMP INTO AN
AREA.

EXITING ANALYSIS SYMBOLS

HARDWARE
PANIC HARDWARE (EXIT DEVICE). TYPICAL NON
LATCHING HARDWARE AT MAIN ENTRANCE DOORS.

SIGNAGE

REFER TO SIGNAGE LEGEND

EXIT SIGNS (ILLUMINATED)

EXIT SIGN (ARROW INDICATES SPECIFIC PATH DIRECTION

INTEGRAL TO SIGN) CENTER SIGN OVER DOOR OPENING
FIRE EXTINGUISHERS: (75' MAX. TRAVEL DISTANCE TO EXTINGUISHER, MIN. 1 PER 3,000S.F. CFC SECTION 906)
FIRE EXTINGUISHER AND BRACKET:

SURFACE MOUNTED WITH SIGNAGE.

FIRE EXTINGUISHER:

FULLY RECESSED WITH SIGNAGE
FIRE EXTINGUISHER:

SEMI RECESSED WITH SIGNAGE

OCCUPANCY LOAD FACTOR

OCCUPANCY LOAD

SQUARE FOOTAGE

ROOM NUMBER

ROOM NAME

ROOM SYMBOLS
FES
FEF
FES
AU
OFFICE
101
150 SF

ROOM NAME
101
150 SF 15
OCC. TOT. 25

ACCESSORY USE

SQUARE FOOTAGE

ROOM NUMBER

ROOM NAME

ACCESSORY ROOM SYMBOLS

CIRCULATION SPACE / ACCESSORY USE

LEGEND - EXITING

WALL TYPE LEGEND

NON RATED WALL OR FURRING WALL ASSEMBLY
1 HOUR RATED WALL ASSEMBLY

METAL PANEL WALL

MASONRY WALL

MASONRY VENEER WALL
FOR WALL TYPES REFER TO G-301 & G-302
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/2
0/2
0 2
4 11:2
5:4
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G-211

EXITING AND

SIGNAGE PLAN

DCWWTP OPERATIONS

AND LAB BLDG
May 29, 2024
XX 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
1/8" = 1'-0"
?
EXITING AND SIGNAGE PLAN 1

PROJECT
NORTH
PLUMBING FIXTURE CALCULATIONS:

TOTAL OCCUPANTS
REQUIRED PLUMBING FIXTURES (CPC TABLE 422.1)
WC

OCCUPANCY
72 CPC TABLE 422.1

MINIMUM PLUMBING FACILITIES
MALE = 72/2 = 36
FEMALE = 72/2 = 36

URINAL LAV

DRINKING

FOUNTAIN

SERVICE
SINK
1:50
1 1:15
3 1:100
1 -
1:75
1 1:50
1 1:150
1 -
1 PROVIDED PLUMBING FIXTURES

WC URINAL LAV

DRINKING

FOUNTAIN

SERVICE
SINK
MALE
FEMALE
3*
3*
2 -
3*
3*
2 1
* INCLUDES SINGLE-USE RESTROOMS
BUILDING AREA W/O EXT ROOF = 11,941 SF

EXCLUDED AREAS
CORRIDORS (907+169) = 1,076 SF
SINGLE OCC RESTROOMS (73 + 73) = 146 SF
TOTAL EXCLUDED AREA = 1,222 SF
ADJUSTED BUILDING AREA = 10,719 SF
OCCUPANT LOAD PER CPC TABLE 4-1 = 150 OCC/SF
OCCUPANTS = 10,719 / 150 = 72 PPL
B

PLUMBING FIXTURE LOAD CALCULATION
NO. DATE DESCRIPTION
1 8/28/24 PC Comments
2/28/25

BID SET (PRELIMINARY)

EXTERIOR WALL TYPE

METAL PANEL ON WOOD STUD
3" = 1'-0"

WOOD BLOCKING
EXTERIOR SHEATHING PER STRUCT.

COLD APPLIED SELF-ADHERING

MEMBRANE (CASAM) FLASHING
2 LAYERS WATER RESISTANT BARRIER,
(WRB)
5/8" GYPSUM BOARD INTERIOR FINISH
RIGID INSULATION, PER T24

METAL SIDING HORIZONTAL JOINT,
PER MFGR.

BATT INSULATION, PER T24
1 1/2" METAL PANEL SIDING
WOOD STUDS AT 16" O.C. PER PLAN,
STRUCT.

INTERIOR EXTERIOR

DRIP/SILL FLASHING BY
METAL SIDING MFGR., TYP.

WOOD STUD SILL PLATE
AND ANCHOR BOLT PER STRUCT.

METAL ROOF ASSEMBLY, REFER TO

ROOF PLAN
SILL
HEAD
WALL TYPE "E-1"

EXTERIOR WALL TYPE

METAL PANEL ON WOOD STUD FURRING
3" = 1'-0"

INTERIOR EXTERIOR

DRIP/SILL FLASHING BY
METAL SIDING MFGR., TYP.

WOOD STUD SILL PLATE

AND ANCHOR BOLT PER
STRUCT.

SILL
HEAD
WALL TYPE "E-2"

WOOD BLOCKING
EXTERIOR SHEATHING PER STRUCT.

COLD APPLIED SELF-ADHERING

MEMBRANE (CASAM) FLASHING
2 LAYERS WATER RESISTANT BARRIER,
(WRB)
RIGID INSULATION, PER T24

METAL SIDING HORIZONTAL JOINT,
PER MFGR.

BATT INSULATION, PER T24
1 1/2" METAL PANEL SIDING
WOOD STUDS AT 16" O.C. PER PLAN,
STRUCT.

METAL ROOF ASSEMBLY, REFER TO

ROOF PLAN

EXTERIOR WALL TYPE

DECORATIVE FULL CMU WALL ADJACENT TO WOOD STUD WALL
3" = 1'-0"

WOOD BLOCKING

EXTERIOR SHEATHING PER
STRUCT.
2 LAYERS WATER RESISTANT

BARRIER (WRB)
5/8" GYPSUM BOARD

INTERIOR FINISH
RIGID INSULATION, PER T24
BATT INSULATION, PER T24

INTERIOR EXTERIOR
WOOD STUDS AT 16" O.C. PER PLAN,
STRUCT.

METAL ROOF ASSEMBLY,

REFER TO ROOF PLAN
HEAD
SILL

CMU BLOCK WALL
WALL TYPE "E-4"

EXTERIOR WALL TYPE

ANCHORED VENEER ON WOOD STUD
3" = 1'-0"

WOOD BLOCKING

INTERIOR EXTERIOR

WOOD STUD SILL PLATE
AND ANCHOR BOLT PER STRUCT.

SILL

FLASHING SET IN SEALANT,

PAINT TO MATCH VENEER

WEEP SCREED, PAINT TO

MATCH VENEER
HEAD
WALL TYPE "E-3"
EXTERIOR SHEATHING PER STRUCT.
2 LAYERS WATER RESISTANT BARRIER,
(WRB)
5/8" GYPSUM BOARD INTERIOR FINISH
RIGID INSULATION, PER T24
BATT INSULATION, PER T24

CMU ANCHORED VENEER
WOOD STUDS AT 16" O.C. PER PLAN,
STRUCT.

METAL ROOF ASSEMBLY, REFER TO

ROOF PLAN
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/3/2024 12:50:08 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt G-301

WALL TYPES
(EXTERIOR)

DCWWTP OPERATIONS

AND LAB BLDG
May 29, 2024
Author 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
E-4 E-3 E-2 E-1
NO. DATE DESCRIPTION
2/28/25

BID SET (PRELIMINARY)
5/8" CEMENT BACKER BOARD
18 GA. METAL STUD FRAMING AT
16" O.C. FULL HEIGHT TO

STRUCTURE ABOVE
(STUD SIZE PER PLAN)

BOND COAT
5/8" TYPE 'X' GYPSUM BOARD

BATT INSULATION, SEE PLAN
WALL TYPE "I-4"
3/8" TILE
NR

DEFLECTION TRACK AT

STRUCTURE ABOVE

INTERIOR WALL TYPE
METAL STUD - TILE 1 SIDE
3" = 1'-0"
NOTE: REFER TO FINISH PLAN FOR WALL FINISHES
5/8" CEMENT BACKER BOARD
6" 18 GA. METAL STUD FRAMING
AT 16" O.C. FULL HEIGHT TO

STRUCTURE ABOVE

BOND COAT
5/8" TYPE 'X' GYPSUM BOARD

BATT INSULATION, SEE PLAN
WALL TYPE "I-5"
3/8" TILE
NR

DEFLECTION TRACK AT

STRUCTURE ABOVE

INTERIOR WALL TYPE
METAL STUD - TILE 2 SIDES
3" = 1'-0"
NOTE: REFER TO FINISH PLAN FOR WALL FINISHES

PLATFORM METAL
DECK

FASTENER, REFER TO
STRUCTURAL DWGS.
5/8" GWB BOARD, TYP.

METAL STUD FRAMING

PER PLAN

INTERIOR
CONT. SEALANT JOINT,
TYP. AT BOTTOM OF WALL

INTERIOR

INTERIOR WALL TYPE

METAL STUD - LOW WALL
3" = 1'-0"
SILL
HEAD
WALL TYPE "I-6"

WALL CAP

MAT'L & FINISH TO MATCH CONTROL

ROOM FURNITURE WORK SURFACES

BRACING

KNEEWALL CONNECTOR

BY SIMPSON STRONG-TIE

OR SIM, SEE STRUCT
5/8" TYPE 'X' GYPSUM BOARD

METAL STUD FRAMING AT
16" O.C. FULL HEIGHT TO

STRUCTURE ABOVE
BASE AS SPECIFIED, WO.

DEFLECTION TRACK AT

STRUCTURE ABOVE

BATT INSULATION, SEE PLAN
WALL TYPE "I-2"
NR

CEILING
6" MIN.

INTERIOR WALL TYPE

METAL STUD - FURRED
3" = 1'-0"
NOTE: REFER TO FINISH PLAN FOR WALL FINISHES
5/8" TYPE 'X' GYPSUM BOARD

METAL STUD FRAMING AT
16" O.C. FULL HEIGHT TO

STRUCTURE ABOVE
BASE AS SPECIFIED, WO.

DEFLECTION TRACK AT

STRUCTURE ABOVE

BATT INSULATION, SEE PLAN
WALL TYPE "I-1"
NR

CEILING
6" MIN.

INTERIOR WALL TYPE
METAL STUD - GYP. 2 SIDES
3" = 1'-0"
CBC TABLE 721.1(2)-13-1.1 1 HR NOTE: REFER TO FINISH PLAN FOR WALL FINISHES

INTERIOR WALL TYPE
METAL STUD 1-HR
3" = 1'-0"
5/8" TYPE 'X' GYPSUM BOARD

METAL STUD FRAMING AT
16" O.C. FULL HEIGHT TO

STRUCTURE ABOVE
BASE AS SPECIFIED, WO.

DEFLECTION TRACK AT

STRUCTURE ABOVE

BATT INSULATION, SEE PLAN
WALL TYPE "I-3"

FIRE CAULKING EA SIDE

FIRE CAULKING EA SIDE

CEILING
6" MIN.

NOTE: REFER TO FINISH PLAN FOR WALL FINISHES
1-HOUR
5/8" TYPE 'X' GYPSUM BOARD

WOOD STUD FRAMING AT
16" O.C. FULL HEIGHT TO

STRUCTURE ABOVE
BASE AS SPECIFIED, WO.

WOOD STUD TOP PLATE AT

STRUCTURE ABOVE

BATT INSULATION, SEE PLAN
WALL TYPE "I-7"
NR

CEILING
6" MIN.

INTERIOR WALL TYPE
WOOD STUD - GYP. 2 SIDES, SHEATHING 1 SIDE
3" = 1'-0"
NOTE: REFER TO FINISH PLAN FOR WALL FINISHES

WOOD STUD SILL PLATE AND
ANCHOR BOLT PER STRUCT.

SHEATHING PER STRUCT.

WHERE OCCURS
CURB PER STRUCT. WHERE
OCCURS
5/8" TYPE 'X' GYPSUM BOARD

WOOD STUD FRAMING AT
16" O.C. FULL HEIGHT TO

STRUCTURE ABOVE

WOOD STUD TOP PLATE AT

STRUCTURE ABOVE

BATT INSULATION, SEE PLAN
WALL TYPE "I-8"
NR

CEILING
6" MIN.

INTERIOR WALL TYPE
WOOD STUD - GYP/SHEATHING 1 SIDE, TILE 1 SIDE
3" = 1'-0"
NOTE: REFER TO FINISH PLAN FOR WALL FINISHES

WOOD STUD SILL PLATE AND
ANCHOR BOLT PER STRUCT.

SHEATHING PER STRUCT.

WHERE OCCURS
5/8" CEMENT BACKER BOARD

BOND COAT
3/8" TILE
CURB PER STRUCT. WHERE
OCCURS
GA FILE NO. WP 3605

INTERIOR WALL TYPE
WOOD STUD 1-HR
3" = 1'-0"
5/8" TYPE 'X' GYPSUM BOARD

WOOD STUD FRAMING AT
16" O.C. FULL HEIGHT TO

STRUCTURE ABOVE
BASE AS SPECIFIED, WO.

BATT INSULATION, SEE PLAN
WALL TYPE "I-9"

FIRE CAULKING EA SIDE

FIRE CAULKING EA SIDE

CEILING
6" MIN.

NOTE: REFER TO FINISH PLAN FOR WALL FINISHES
1-HOUR
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/3/2024 12:50:10 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt G-302

WALL TYPES
(INTERIOR)

DCWWTP OPERATIONS

AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
I-4
I-5
I-6 I-2
I-7 I-3 I-1
I-8
I-9
NO. DATE DESCRIPTION
2/28/25

BID SET (PRELIMINARY)
60"MIN
36"MIN CLR 30"MIN
2 1/2"MAX
M
AX
3"
M
AX
1 1/2"
16" MAX
15"MIN
NOTE: SHOWER PER CBC 11B-608
6"M
AX
6"MAX
6" MAX
4'-0"
1'-7"
2'-3"
17" MIN
19" M
AX
33" MIN
36" M
AX
SHOWER

CONTROLS

1. GRAB BARS NOT TO BE INSTALLED ABOVE
SHOWER SEAT.

2. SHOWER CONTROLS TO BE INSTALLED ON WALL

ADJACENT TO SHOWER SEAT

3. A SHOWER SPRAY UNIT WITH A 59" MIN HOSE

THAT CAN BE USED BOTH AS FIXED-POSITION

SHOWER HEAD AND HAND-HELD SHOWER
SHALL BE PROVIDED.

BACK WALL ELEVATION
60"MIN
36"
NOTE: SHOWER PER CBC 11B-608
6"M
AX
6"MAX
6"MAX
48" M
AX
19"
27"
17" MIN
19" M
AX
33" MIN
36" M
AX
SHOWER

CONTROLS

1. GRAB BARS NOT TO BE INSTALLED ABOVE
SHOWER SEAT.

2. SHOWER CONTROLS TO BE INSTALLED ON WALL

ADJACENT TO SHOWER SEAT

3. A SHOWER SPRAY UNIT WITH A 59" MIN HOSE

THAT CAN BE USED BOTH AS FIXED-POSITION

SHOWER HEAD AND HAND-HELD SHOWER
SHALL BE PROVIDED.

SIDE WALL ELEVATION
1 1/2"MAX
36"MIN
3"MAX
M
AX
2 1/2"
16" M
AX
15" MIN
36" @ SIDE WALL
30"CLR 48"MIN
19" M
AX
17" MIN
24" MAX
20"MIN
2"M
AX
2 1/2"MIN
18"MIN
48"CLR
M
AX
2 1/2" 24" M
AX
20"MIN
PLAN

SECTION
CLEAR FLOOR SPACEPER 11B-305
7 G-900
NOTE: BENCH PER CBC 11B-903
11B-903.4 BACK SUPPORT THE BENCH SHALL PROVIDE FOR BACK

SUPPORT OR SHALL BE AFFIXED TO A WALL ALONG ITS LONG
DIMENSION. BACK SUPPORT SHALL BE 48 INCHES (1219 MM) LONG MINIMUM AND SHALL EXTEND FROM A POINT 2 INCHES (51 MM)
MAXIMUM ABOVE THE SEAT SURFACE TO A POINT 18 INCHES (457 MM) MINIMUM ABOVE THE SEAT SURFACE. BACK SUPPORT SHALL BE 21/2 INCHES (64 MM) MAXIMUM FROM THE REAR EDGE OF THE SEAT
MEASURED HORIZONTALLY.

FINISH
FLOOR
36"M
4 IN
8"M
AX
12" 12"
M
AX
12"

NURSE CALL PULL
CORD

TOILET ROOM PULL

STATION ALLOWED IN

GREY AREA
24" M
AX
20" MIN
36" @ SIDE WALL
30" CLR 48" MAX
19" M
AX
17" MIN
48" CLR

PLAN SECTION
CLEAR FLOOR SPACEPER 11B-305
7 G-900
NOTE: BENCH PER CBC 11B-903
11B-903.4 BACK SUPPORT THE BENCH SHALL PROVIDE FOR BACK

SUPPORT OR SHALL BE AFFIXED TO A WALL ALONG ITS LONG
DIMENSION. BACK SUPPORT SHALL BE 48 INCHES (1219 MM) LONG MINIMUM AND SHALL EXTEND FROM A POINT 2 INCHES (51 MM)
MAXIMUM ABOVE THE SEAT SURFACE TO A POINT 18 INCHES (457 MM) MINIMUM ABOVE THE SEAT SURFACE. BACK SUPPORT SHALL BE 21/2 INCHES (64 MM) MAXIMUM FROM THE REAR EDGE OF THE SEAT
MEASURED HORIZONTALLY.

FINISH
FLOOR
17" M
AX
T
O
FLU
S
H
H
A
N
DLE
37" M
AX
18" MIN
CLR
CL
11B-605.1 GENERAL URINALS SHALL COMPLY
WITH SECTION 11B-605.
13-1/2" MIN
59" MIN AT FLOOR-MOUNTED WC
56" MIN AT WALL-MOUNTED WC
60" MIN
CLR
48" MIN CLR
11B-604.1 GENERAL WATER CLOSETS AND TOILET
COMPARTMENTS SHALL COMPLY WITH SECTIONS 11B-604.2
THROUGH 11B-604.8.
11B-603.2.3 DOOR SWING DOORS SHALL NOT SWING INTO

THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR
ANY FIXTURE. DOORS TO ACCESSIBLE WATER CLOSET

COMPARTMENTS SHALL BE PERMITTED TO ENCROACH
INTO THE TURNING SPACE WITHOUT LIMITATION. OTHER

THAN DOORS TO ACCESSIBLE WATER CLOSET

COMPARTMENTS, A DOOR, IN ANY POSITION, SHALL BE
PERMITTED TO ENCROACH INTO THE TURNING SPACE BY 12
INCHES (305 MM) MAXIMUM.
11B-604.5 GRAB BARS GRAB BARS FOR WATER CLOSETS
SHALL COMPLY WITH SECTION 11B-609. GRAB BARS SHALL

BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER

CLOSET AND ON THE REAR WALL
11B-604.7.2 DISPOSAL UNITS SANITARY NAPKIN DISPOSAL

UNITS, IF PROVIDED, SHALL COMPLY WITH SECTION
11B-604.7.2. DISPOSAL UNIT SHALL BE WALL MOUNTED AND

LOCATED ON THE SIDEWALL BETWEEN THE REAR WALL OF

THE TOILET AND THE TOILET PAPER DISPENSER, ADJACENT
TO THE TOILET PAPER TOWER DISPENSER. THE DISPOSAL

UNIT SHALL BE LOCATED BELOW THE GRAB BAR WITH
OPENING OF THE DISPOSAL UNIT 19 IN MIN ABOVE THE

FINISH FLOOR
17" - 18"
12" MAX 42" MIN
54" MIN
24" MIN
12" MIN 24" MIN
CLCL

DOOR PERMITTED TO

SWING OVER

HATCHED PORTION

OF MANEUVERING
SPACE

TOILET TISSUE

DISPENSER

GRAB BAR
33" MIN - 36" M
A
X
19" MIN
17" - 19"
7" - 9"
CL

TOILET SEAT
COVER

DISPENSER
CLR
1-1/2" MIN

SANITARY NAPKIN

DISPOSAL UNIT

FRONT APPROACH LATCH APPROACH HINGE APPROACH

PUSH SIDE

PULL SIDE
60"
24" @ EXTERIOR
18"
48"
12" @ CLOSER DOOR WIDTH
48" @
CLO
S
E
R 60"
24"
24"
4 4"
60" 48" @
CLO
S
E
R
4 4"
36" MIN
22" MIN
MANEUVERING CLEARANCES PER CBC 11B-404.2.4 & TABLE 11B-404.2.4.1 32" MIN
CLR
CLEAR WIDTH PER CBC 11B-404.2.3 DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES (813 MM) MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES (610 MM) DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (914 MM) MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES (864 MM) ABOVE THE FINISH FLOOR OR GROUND.

PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES (864 MM) AND 80 INCHES (2032 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES (102 MM).

RECESSED DOORS PER CBC 11B-404.2.4.3 MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES (457 MM) OF THE LATCH SIDE AT AN INTERIOR DOORWAY, OR WITHIN 24 INCHES (610 MM) OF THE LATCH SIDE OF AN EXTERIOR DOORWAY, PROJECTS MORE THAN 8 INCHES (203 MM) BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE.

SLIDING
DOOR
24" 22"
48"
42"42"
8" MAX
MIN.
18"
48" MIN
CLR.

MIN.
48"
T
O
B
U
B
BLE
R
O
U
TLE
T
36" M
A
X.
18"
MIN.
27" CLE
A
R

PLAN ELEVATION
18"

STANDARD

FOUNTAIN

ACCESSIBLE

FOUNTAIN
5" MAX.

DRINKING FOUNTAIN
PER CBC 11B-602
S
T
A
N
DIN
G
P
E
R
S
O
N
S
38"-43" F
O
R

PER PLANS
6 1/2"
MAX.
29" MIN
CLR*
34" M
AX
27" MIN
8"
11" MIN

MINIMUM KNEE

AND TOE

CLEARANCE
AREA

KNEE CLEARANCE
6" MAX BEYOND

TOE CLEARANCE
17" MIN - 25" MAX, TYP
19" @ ACC. LAV.
9" MIN
KNEE AND TOE CLEARANCES PER CBC 11B-306
11B-306.1 GENERAL WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR

FLOOR OR GROUND SPACE OR TURNING SPACE, THE SPACE SHALL COMPLY WITH SECTION 11B-306. ADDITIONAL SPACE SHALL NOT BE PROHIBITED BENEATH AN ELEMENT BUT SHALL NOT BE CONSIDERED AS PART OF THE CLEAR FLOOR OR GROUND SPACE OR TURNING SPACE. 11B-306.2.5 WIDTH TOE CLEARANCE SHALL BE 30 INCHES (762 MM) WIDE MINIMUM. 11B-306.3.5 WIDTH KNEE CLEARANCE SHALL BE 30 INCHES (762 MM) WIDE MINIMUM. 11B-606.1 GENERAL LAVATORIES AND SINKS SHALL COMPLY WITH SECTION 11B-606. 11B-606.5 WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. 11B-606.6 ADJACENT SIDE WALL OR PARTITION LAVATORIES, WHEN LOCATED ADJACENT TO A SIDE WALL OR PARTITION, SHALL BE A MINIMUM OF 18 INCHES (457 MM) TO THE CENTERLINE OF THE FIXTURE.
11B-805.6 HAND WASHING FIXTURES, LAVATORIES AND SINKS ALL HAND WASHING FIXTURES, LAVATORIES AND SINKS SHALL COMPLY WITH SECTION 11B-606. *AT ACCESSIBLE LAVATORIES ONLY P
E
R
PLA
N
S
@ ADJACENT WALL
18" MIN CLR
KNEE AND TOE CLEARANCE SECTION KNEE AND TOE CLEARANCE PLAN @

ACCESSIBLE LAVATORY

CLEAR FLOOR SPACE
7 G-900
CL
CL
19"

UNOBSTRUCTED SIDE REACH
11B-308.3.1

OBSTRUCTED HIGH SIDE REACH
11B-308.3.2
> 10" - 24" MAX
46" M
AX
34" M
AX
48" M
AX
15" MIN
10" MAX
48" M
AX
34" M
AX
> 20" - 25" MAX
4 4" M
AX
34" M
AX
48" M
AX
15" MIN
20" MAX
48" M
AX

UNOBSTRUCTED FORWARD REACH
11B-308.2.1

OBSTRUCTED HIGH FORWARD REACH
11B-308.2.2
34" M
AX
60"
60"
36" 24"
12" 36" 12"
ø 5'-0"

CIRCULAR TURNING SPACE
11B-304.3.1

T-SHAPED TURNING SPACE
11B-304.3.2., 11B-306

OVERLAP AS

ALLOWED

FRONT APPROACH, ALCOVE
11B-305.7.1

FRONT OR PARALLEL

APPROACH
118-305.3
30" MIN
CL
48" MIN
X > 24"
CL
48" MIN
36" MIN

PARALLEL APPROACH,
ALCOVE
11B-305.7.2
60" MIN
CBC DEFINITION: CLEAR FLOOR SPACE IS THE

MINIMUM UNOBSTRUCTED FLOOR OR GROUND

SPACE REQUIRED TO ACCOMMODATE A SINGLE,
STATIONARY WHEELCHAIR AND OCCUPANT.

CBC DEFINITION: WHEELCHAIR CLEARANCE: A

CLEAR SPACE FOR A WHEEL CHAIR (AT LEAST
30"X48") MEASURED FROM THE FLOOR TO A
HEIGHT OF 27 INCHES ABOVE THE FLOOR, OF

SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A
DIAMETER NOT LESS THAN 60 INCHES IN SIZE.

PER CBC 11B-306

CLEAR FLOOR OR GROUND SPACE FOR

WHEELCHAIRS MAY BE PART OF THE KNEE SPACE

REQUIRED UNDER SOME OBJECTS PER FIG
11B-306.3
X > 15"
M
AX
12"
11B-604.5.1
42" MIN
CL
11B-604.8.2.1
35"-37"
11B-604.8.2.2
4 4" MIN

CLR (LA
T
C
H)
11B-604.8.2.1
60"MIN
11B-604.8.2.3
2N
D
G
R
A
B
B
A
R

COAT HOOKS
11B-604.8.3
11B-604.5.1
54" MIN
11B-604.5.1
24" MIN
GRAB BAR PER 11B-609
INSTALLED 33" MIN - 36"
MAX TOP OF BAR AFF.
(CHILDRENS USE PER
11B-604.9 18" MIN - 27" MAX

AFF TOP OF BAR AFF)
11B-404.2.4.1
60" MIN

CLR (HIN
G
E)
11B-604.2
17" - 19"
LO
W
R
E
A
C
H
15" MIN
C
O
N
T
R
OL H
EIG
H
T
36" MIN
40" M
AX
H
EIG
H
T
M
AX
R
E
A
C
H
LIGHT
SWITCH

AUTO DR
PUSH
BUTTON

LINE VOLTAGE

THERMOSTAT

WALL SWITCH
6"

ELECTRICAL

DEVICES
DUPLEX

RECEPTACLE

OR SWITCH

TELEPHONE
OUTLET
18" M
AX
(T
O
P
O
F
B
O
X)
4 4" M
AX

BOTTOM OF

FIXTURE

AT WALL

OR DOOR

LOCATIONS

LOW LEVEL

LIGHT FIXTURE
8"

FIRE ALARMS
FIRE
ALARM

FIRE ALARM BELL HORN LINE OF CEILING
6"
96" M
AX
A.F.F.

B
O
T. O
F LIG
H
T
80" MIN
A.F.F.

FIRE ALARM

PULL BOX &
FIRE EXTING.

HANDLE

FIRE EXTINGUISHER

CABINET
WHITE
BOARD

BULLETIN
BOARD
4'-6" M
A
X
32" T
Y
P

VARIES VARIES
VARIES
2 G-900
FINISH
FLOOR
MIRROR

TOILET SEAT
COVER

DISPENSER

PAPER TOWEL DISPENSER/

WASTE RECEPTACLE
SOAP

DISPENSER
FINISH
FLOOR
HAND
DRYER

PAPER TOWEL

DISPENSER

ACCESSORIES

UTILITY
SHELF

COAT HOOK
P
E
R
R
E
A
C
H
R
A
N
G
E
S
48" M
AX
C
B
C 11B-604.8.3
40" MIN - 48" M
A
X
2 G-900
P
E
R
C
B
C 11B-603.3
35" M
AX
T
O
B
O
T. O
F
R
E
FLE
C
TIV
E
S
U
R
F
A
C
E
40" M
AX
@ LA
VA
T
O
R
Y
O
R
C
O
U
N
T
E
R
T
O
P
11B-603.5 A
C
C
E
S
S
O
RIE
S
40" M
AX
P
E
R
C
B
C 2019
56" MIN
60" MIN
CLR
48" MIN CLR
WATER CLOSETS AND TOILET COMPARTMENTS PER CBC 11B-604
11B-604.1 GENERAL WATER CLOSETS AND TOILET
COMPARTMENTS SHALL COMPLY WITH SECTIONS 11B-604.2
THROUGH 11B-604.8.
11B-603.2.3 DOOR SWING DOORS SHALL NOT SWING INTO THE

CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY
FIXTURE. DOORS TO ACCESSIBLE WATER CLOSET

COMPARTMENTS SHALL BE PERMITTED TO ENCROACH INTO THE
TURNING SPACE WITHOUT LIMITATION. OTHER THAN DOORS TO

ACCESSIBLE WATER CLOSET COMPARTMENTS, A DOOR, IN ANY

POSITION, SHALL BE PERMITTED TO ENCROACH INTO THE
TURNING SPACE BY 12 INCHES (305 MM) MAXIMUM.
11B-604.5 GRAB BARS GRAB BARS FOR WATER CLOSETS SHALL
COMPLY WITH SECTION 11B-609. GRAB BARS SHALL BE PROVIDED

ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE

REAR WALL
17" - 18"
12" MAX 42" MIN
54" MIN
24" MIN
12" MIN 24" MIN
CLCL

DOOR PERMITTED

TO SWING OVER

HATCHED PORTION

OF MANEUVERING
SPACE

GRAB BAR
33" MIN - 36" M
A
X
17" - 19"
7" - 9" CL
TOILET TISSUE COMBINATION UNIT.

ACCESSORY TO BE RECESSED SO
F.O. UNIT IS COMPLETELY FLUSH
W/F.O.F. TO ACHIEVE 1 1/2"

CLEARANCE AT GRAB BAR
CLR
1-1/2" MIN

SIDE ELEVATION
19" MIN
40" MAX
PLAN
GAP
1 1/2" CLR
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP

REVISIONS
#

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
9/2
0/2
0 2
4 11:2
5:51 A
M
C:\U
s
ers\k
ale
k
s
a
n
dro
v\O
n
e
Driv
e - Willia
m
s
&
P
a
d
d
o
n\D
o
c
u
m
e
nts\210
015.01_
CIT
Y
O
F
R
O
S
E
VIL
L
E
_
D
C
W
W
T
P
A
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MIN
B
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D
G
_A
2 2
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k
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k
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a
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4 T
4 5

5.rvt
G-900

ACCESSIBILITY

CLEARANCES

DCWWTP OPERATIONS

AND LAB BLDG
May 29, 2024
210015.01Author
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
1/2" = 1'-0"
?
SHOWER, STANDARD ROLL-IN 14

21.12.14 - 00000
1/2" = 1'-0"
?
SHOWER, ALTERNATE ROLL-IN 15

21.12.14 - 00000
1/2" = 1'-0"
?
ADA BENCH W/ BACK SUPPORT 19

21.12.14 - 00000
3/4" = 1'-0"
?
TOILET ROOM NURSE CALL LOCATION 22

21.12.14 - 00000
1/2" = 1'-0"
?
ACCESSIBLE BENCH 18

21.12.14 - 00000
1/2" = 1'-0"
?
ACCESSIBLE URINAL 17

21.12.14 - 00000
3/8" = 1'-0"
RE: 2 / A-501
ACCESSIBLE WATER CLOSET 4

21.12.14 - 00000
1/4" = 1'-0"
?
CLEAR AREA AT DOORS 1

21.12.14 - 00000
1/2" = 1'-0"
RE: 2 / A-501
DRINKING FOUNTAIN ALCOVE 12

21.12.14 - 00000
1/2" = 1'-0"
RE: 2 / A-501
KNEE AND TOE CLEARANCE 3

21.12.14 - 00000
3/8" = 1'-0"
?
REACH RANGE 2

21.12.14 - 00000
1/4" = 1'-0"
?
TURNING SPACE, CLEAR FLOOR SPACE 7

21.12.14 - 00000
3/8" = 1'-0"
?
AMBULATORY WATER CLOSET 13

21.12.14 - 00000
1/4" = 1'-0"
?
TYPICAL MOUNTING HEIGHTS 11

21.12.14 - 00000
1/2" = 1'-0"
?
ACCESSIBLE FIXTURE DIMENSION 5

21.12.14 - 00000
NO. DATE DESCRIPTION
1 8/28/24 PC Comments
1 1
ACCESSIBLE WATER CLOSET 3/8" = 1'-0" 24

21.12.14 - 00000
1 2/28/25

BID SET (PRELIMINARY)

1. PROVIDE SIGNS WHERE INDICATED ON PLANS.

2. RAISED CHARACTERS SHALL COMPLY WITH SECTION 11B-703.2 AND SHALL BE DUPLICATED IN BRAILLE.

DEPTH:RAISED CHARACTERS SHALL BE 1/32INCH MINIMUM ABOVE THEIR BACKGROUND CASE: CHARACTERS SHALL BE UPPER CASE
STYLE: CHARACTERS SHALL BE SANS SERIF
PROPORTIONS: THE WIDTH OF LETTER "O" SHALL BE 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF LETTER "T"
HEIGHT: 5/8 INCH MINIMUM AND 2 INCHES MAXIUM

3. BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH SECTION 11B-703.3.

DIMENSIONS: BASE DOT DIAMTER 0.059 INCHES TO 0.063 INCHES SPACING IN EACH CELL AT 0.10 INCHES ON CENTER
SPACING BETWEEN CELLS TO BE 0.30 INCHES
DOT HEIGHT TO BE BETWEEN 0.025 INCHES TO 0.037 INCHES WITH

DOMED TOPS
POSITION: BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN

A HORIZONTAL FORMAT

4. CHARACTERS AND SYMBOLS SHALL BE LIGHT-ON-DARK OR DARK-ON-LIGHT CONTRAST BETWEEN CHARACTERS, SYMBOLS AND THEIR BACKGROUND.

5. FOR ALL SIGNS MOUNTED ON GLAZING COORDINATE OPPOSITE SIDE SIGN IN THE SAME LOCATION. WHERE NO SIGN IS SPECIFIED ON OPPOSITE SIDE, PROVIDE A BLANK SIGN TO

MATCH PER
5 G-923

ROOM NAME AND

NUMBER TO BE

DETERMINED DURING

CONSTRUCTION

ROOM NAME
ROOM #

BRAILLE
NOTE 1: FOR CHARACTERS AND BRAILLE REQUIREMENTS SEE&
NOTE 2: FOR LOCATION AND MOUNTING SEE &
4 G-923
5 G-923
1 G-923
TYPE:

ROOM NAME
RN

RAISED CHARACTERS

PER PROJECT

PER PROJECT
NOTE 3: FOR ROOM NAMES THAT REQUIRE MULTIPLE LINES OF TEXT, EXPAND THE SIGN VERTICALLY TO ACCOMMODATE THE TEXT 3 G-923

FINISHED FLOOR/GRADE
TEXT LINE 1
TEXT LINE 2

BRAILLE
A.F.F.
48" MIN.

NOTE 1: FOR CHARACTERS AND BRAILLE REQUIREMENTS SEE
NOTE 2: FOR LOCATION AND MOUNTING SEE &
4 G-923
5 G-923
1 G-923
FROM BASELINE OF LOWEST BRAILLE CELL (TYP.)
FROM BASELINE OF HIGHEST LINE OF RAISED CHARACTERS (TYP.) 3/8" MIN
3/8" MIN

OVERALL SIGN

DIMENSIONS SHALL BE
PER

RAISED CHARACTERS
NOTE 3: FOR SIGNS WITH ONLY A SINGLE LINE OF TEXT, IT SHALL BE LOCATED AT "TEXT LINE 2" EXIT
ROUTE

RESTROOM

CIRCLE/TRIANGLE

MOUNT CENTERED ON
DOOR
EXIT

ILLUMINATED EXIT SIGN

SHALL BE CENTERED ON

DOOR WHERE OCCURS
(UNO)

ROOM SIGN / EXIT SIGN /

RESTROOM WALL SIGN

MOUNT ON LATCH SIDE OF
DOOR
NOTE 1:

WHERE NO WALL SPACE IS AVAILABLE ON LATCH SIDE FOR SINGLE DOORS OR THE RIGHT SIDE AT DOUBLE DOORS, SIGNS SHALL

BE PLACED ON NEAREST ADJACENT WALL, PREFERABLE LATCH SIDE FOR SINGLE DOORS OR THE RIGHT SIDE AT DOUBLE DOORS

AT DOUBLE DOORS MOUNT EXIT

SIGN/ROOM SIGN ON RIGHT SIDE

OF DOOR (OR INACTIVE LEAF

WHERE OCCURS)
EXIT
EXIT
ROUTE
18"W X 18"D CLEAR FLOOR AREA

CENTERED ON TACTILE

CHARACTERS BEYOND THE ARC OF

THE DOOR (TYP)

SIDELITE
(WHERE

OCCURS)

EQEQ EQEQ
WALL
1/4" THICK EXTERIOR GRADE

PHOTOPOLYMER SIGN PANEL
1/8" STANDOFF
ATTACHMENT NOTES:

1. AT SMOOTH SURFACES SUCH AS

METAL, GYPSUM BOARD AND GLASS,
ATTACH WITH D.F. TAPE AND SILICONE
AS REQUIRED.

2. AT ROUGH SURFACES SUCH AS

STUCCO, CONCRETE AND CMU

ATTACH USING VANDAL RESISTANT
FASTENERS.

GLAZING
1/4" THICK EXTERIOR GRADE

PHOTOPOLYMER SIGN PANEL
1/8" STANDOFF

WHERE NO SIGN IS SPECIFIED,

PROVIDE ACRYLIC PANEL TO MATCH

SIGN SIZE AND COLOR ON INTERIOR
NOTE 1: FOR SIGNAGE SEE
NOTE 2: FOR LOCATION AND MOUNTING
SEE & 4
G-923
5 G-923
3 G-923
6" MIN

MATCH ROOM SIGANGE
TEXT

DESCRIPTOR
NOTE 3: PICTOGRAM SHALL BE JUSTIFIED TO

ALIGN WITH TEXT DESCRIPTOR

PICTOGRAM

IMAGE (WHERE

OCCURS)
NOTE 4: PICTOGRAM SHALL CONTRAST WITH THE

BACKGROUND

SIGNAGE (TYP)
RAISED

CHARACTERS

BRAILLE
2 G-923
10 G-923

BRAILLE
NOTE 1: FOR CHARACTERS AND BRAILLE REQUIREMENTS SEE
NOTE 3: FOR LOCATION AND MOUNTING SEE &
4 G-923
5 G-923
1 G-923
EXIT
TYPE:

EXIT
X

RAISED CHARACTERS MATCH ROOM SIGNAGE MATCH ROOM SIGNAGE NOTE 2: FOR SIGN DESIGN SEE
2 G-923
3 G-923
EXIT

EXTERIOR

AREA OF

ASSISTED
RESCUE

RAMP DOWN

MATCH ROOM SIGNAGE

MATCH ROOM SIGNAGE
EXIT
ROUTE

MATCH ROOM SIGNAGE
TYPE:

EXIT ROUTE
XR
TYPE:

EXIT RAMP DOWN
XRD
TYPE:

EXTERIOR AREA OF

ASSISTED RESCUE
RES
NOTE 4: WHEN PICTOGRAMS ARE USED, SEE
6 G-923
EXIT

RAMP UP

MATCH ROOM SIGNAGE
TYPE:

EXIT RAMP UP
XRU
EXIT

STAIR DOWN

MATCH ROOM SIGNAGE
TYPE:

EXIT STAIR DOWN
XSD
EXIT

STAIR UP

MATCH ROOM SIGNAGE
TYPE:

EXIT STAIR UP
XSU

TO EXIT

MATCH ROOM SIGNAGE
TYPE:

TO EXIT
TX

AREA OF
REFUGE

MATCH ROOM SIGNAGE
TYPE:

AREA OF REFUGE
AR

MATCH ROOM SIGNAGE MATCH ROOM SIGNAGE MATCH ROOM SIGNAGE MATCH ROOM SIGNAGE

MATCH ROOM SIGNAGE MATCH ROOM SIGNAGE MATCH ROOM SIGNAGE VARIES NOTE 1: FOR CHARACTERS AND BRAILLE REQUIREMENTS SEE
NOTE 3: FOR LOCATION AND MOUNTING SEE &
4 G-923
5 G-923
1 G-923
NOTE 2: FOR SIGN DESIGN SEE
2 G-923
3 G-923
NOTE 5: WORDING ON THESE SIGNS IS PER CBC CHAPTER 10
6" MIN

MATCH ROOM SIGANGE

RM NAME
RM #
NOTE 4: ISA SHALL BE JUSTIFIED TO ALIGNED

WITH ROOM SIGNAGE
ISA AS

REQUIRED
NOTE 5: ISA SHALL CONTRAST WITH THE

BACKGROUND

ROOM SIGNAGE
(TYP)
NOTE 2: FOR ROOM SIGNAGE SEE
NOTE 3: FOR LOCATION AND MOUNTING
SEE & 4
G-923
5 G-923
3 G-923
2 G-923
NOTE 1: FOR CHARACTERS AND BRAILLE

REQUIREMENTS SEE
1 G-923
NOTE 2: FOR ROOM SIGNAGE SEE
NOTE 3: FOR LOCATION AND MOUNTING SEE &
4 G-923
5 G-923
6" MIN
TYPE:

RESTROOM WALL - WOMEN

RESTROOM WALL - GIRLS
RWW RWG TYPE:

RESTROOM WALL - MEN

RESTROOM WALL - BOYS
RWM
TYPE:

RESTROOM WALL - ALL-GENDER
RWA

MATCH ROOM SIGANGE

RM NAME
RM #
RWB
6" MIN

MATCH ROOM SIGANGE

RM NAME
RM #
6" MIN

MATCH ROOM SIGANGE

RM NAME
RM #
NOTE 4: PICTOGRAMS SHALL BE PER
NOTE 5: ISA SYMBOL REQUIRED AT RESTROOMS IN BUILDINGS WHERE NOT ALL RESTROOMS ARE ACCESSIBLE.

PICTOGRAM
(TYP)

ISA (WHERE

REQUIRED)

ROOM SIGNAGE
(TYP)
NOTE 1: FOR CHARACTERS AND BRAILLE REQUIREMENTS SEE
1 G-923
2 G-923
3 G-923
6 G-923

FINISHED FLOOR/GRADE
92" A.F.F.

CL
PER CBC 11B-703 SUBSURFACE
CHARACTERS NON-TACTILE 5/8"H TEXT
UPPER CASE, NON-GLARE FINISH.

ASSISTIVE

LISTENING
SYSTEM

AVAILABLE
AT
6" HEIGHT INTERNATIONAL SYMBOL OF

ACCESS FOR HEARING LOSS PICTOGRAM,
11B-703.7.2.4 SEE FIGURE 11B-703.7.2.4 FOR

PROPORTIONS
12"
7 1/4"

VERIFY STORAGE LOCATION OF ALS

DEVICES WITH DISTRICT PRIOR TO SIGN
FABRICATION TYPE:

ASSISTIVE LISTENING SYSTEM
ALS

FINISHED FLOOR/GRADE

MAXIMUM
6"
12"

OCCUPANCY
XXX
CL
TYPE:

MAXIMUM OCCUPANCY
MO

FINISHED FLOOR/GRADE
NOTE 1: FOR LOCATION AND MOUNTING SEE &
4 G-923
5 G-923
12"
NOTE 2: SECOND SURFACE SCREENED COPY ON MATTE CLEAR ACRYLIC NOTE 3: COLOR TBD. MUST HAVE AT LEAST 70% CONTRAST TO DOOR COLOR 58" MIN - 60" MAX A.F.F.

FINISHED FLOOR/GRADE
58" MIN - 60" MAX A.F.F.

FINISHED FLOOR/GRADE
TYPE:
58" MIN - 60" MAX A.F.F.

RESTROOM DOOR - WOMEN / GIRLS
RDW
TYPE:

RESTROOM DOOR - MEN / BOYS
RDM
TYPE:

RESTROOM DOOR - ALL-GENDER
RDA
NOTE 4: EDGES SHALL BE EASED OR ROUNDED AT 1/16" MIN OR CHAMFERED AT 1/8" MAX.

NOTE 5: VERTICES ON TRIANGLES SHALL BE RADIUSED BETWEEN 1/8" MIN AND 1/4" MAX.

EDGE
EDGE
EDGE
VERTEX
VERTEX
1/4" MAX
12"
12"
NOTE 6: CIRCLE & TRIANGLE SYMBOL SHALL BE 1/4" THICK.

NOTE 7: THE INSCRIBED TRIANGLE SHALL BE 1/4" THICK CONTRASTING COLOR ON A 1/4" THICK CIRCLE (1/2" TOTAL THICKNESS) THAT IS IN CONTRAST WITH THE DOOR COLOR (NOTE 3)
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
7/3/2024 12:50:16 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt G-923

SIGNAGE DETAILS

DCWWTP OPERATIONS

AND LAB BLDG
May 29, 2024
XX 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
12" = 1'-0"
?

SIGNAGE - GENERAL NOTES
1 21.12.14 - 00000
3" = 1'-0"
?

SIGNAGE - ROOM IDENTIFICATION
2 21.12.14 - 00000
3" = 1'-0"
?

SIGNAGE - CODE DIMENSIONS
3 21.12.14 - 00000
1/4" = 1'-0"
?

SIGNAGE - MOUNTING LOCATIONS
4 21.12.14 - 00000
3" = 1'-0"
?

SIGNAGE - MOUNTING
5 21.12.14 - 00000
3" = 1'-0"
?

SIGNAGE - PICTOGRAMS
6 21.12.14 - 00000
3" = 1'-0"
?

SIGNAGE - EXIT
7 21.12.14 - 00000
3" = 1'-0"
?
SIGNAGE - EXIT ROUTES 10

21.12.14 - 00000
3" = 1'-0"
?
SIGNAGE - ROOM - ISA 11

21.12.14 - 00000
3" = 1'-0"
?
SIGNAGE - RESTROOMS - PICTOGRAMS 13

21.12.14 - 00000
3" = 1'-0"
?
SIGNAGE - ALS 14

21.12.14 - 00000
3" = 1'-0"
?
SIGNAGE - MAXIMUM OCCUPANCY 15

21.12.14 - 00000
3" = 1'-0"
?
SIGNAGE - RESTROOM DOORS 18

21.12.14 - 00000
NO. DATE DESCRIPTION
2/28/25

BID SET (PRELIMINARY)

LOADING EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F EV-C EV-F EV-F EV-F EV-F EV-F EV-F EV-F A.P.N. 473-040-033-000

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C0.1 EN24-0353 CWJ# 500063 Know what'sbelow. Callbefore you dig. R CITY OF ROSEVILLE DEVELOPMENT SERVICES ENGINEERING CITY OF ROSEVILLE PLANNING FILE NO. REFERENCE CODES ··············· HOURS OF CONSTRUCTION WDID # 5S31I005740199198 CIVIL COVER SHEET DRY CREEK WASTEWATER TREATMENT PLANT 1800 Booth Road Roseville, CA 95747 NORTH 1 inch = 60 feet 0 60'
NORTH

BID SET (PRELIMINARY)
A.P.N. 473-040-033-000

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C0.2 EN24-0353 CWJ# 500063

GENERAL NOTES

BID SET (PRELIMINARY)
A.P.N. 473-040-033-000

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C0.3 EN24-0353 CWJ# 500063

GENERAL NOTES

BID SET (PRELIMINARY)
PP
EOT
8"SD
3'7"
8"SD
3'10"
6'0"
3'8" 3'9"
2'5" 2'7"
8"PP 6'8"
8"PP 4'0"
7'0"
5'0"
3'0"
3'1"
5'7"
12"SD
7'4" PP 4'4"
8"PP 3'6"
NA
CP 6'0"
EMPTY CONDUITS NOT LOCATED 1 inch = 20 feet 20' 10' 20' 40' ( IN FEET )

NORTH GRAPHIC SCALE
0 THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED.

A.P.N. 473-040-033-000

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C1.1 EN24-0353 CWJ# 500063 MATCH LINE - SEE SHEET C1.2 DEMOLITION GENERAL NOTES DEMOLITION NOTES PHASE 1 - CIVIL DEMOLITION PLAN

BID SET (PRELIMINARY)
GAZEBO
PP 3'8"
8"PP 3'8"
CP 6'0"
CP 6'6"
PP 2'7"
8"PP 4'0"
CP 9'0" 1 inch = 20 feet 20' 10' 20' 40' ( IN FEET )
NORTH GRAPHIC SCALE 0 THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED.

A.P.N. 473-040-033-000

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C1.2 EN24-0353 CWJ# 500063 MATCH LINE - SEE SHEET C1.1 PHASE 1 - CIVIL DEMOLITION PLAN DEMOLITION NOTES BID SET (PRELIMINARY) PP
EOT

EMPTY CONDUITS NOT LOCATED
8"SD
3'7"
8"SD
3'10"
6'0"
3'8" 3'9"
2'5" 2'7"
12"SD 3'9"
8"PP 6'8"
8"PP 4'0"
NA
EMPTY CONDUITS NOT LOCATED 1 inch = 20 feet 20' 10' 20' 40' ( IN FEET )

NORTH GRAPHIC SCALE
0 THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED.

A.P.N. 473-040-033-000

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C1.3 EN24-0353 CWJ# 500063 PHASE 2 - CIVIL DEMOLITION PLAN DEMOLITION NOTES BID SET (PRELIMINARY)

LOADING EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F EV-F EV-F EV-F EV-F EV-F EV-F EV-F CP 6'0"
CP 6'6"
CP 9'0" 1 inch = 20 feet 20' 10' 20' 40' ( IN FEET )

NORTH GRAPHIC SCALE
0 THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED. C5.2 A A.P.N. 473-040-033-000

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C2.1 EN24-0353 CWJ# 500063 PHASE 1 - GRADING PLAN GRADING NOTES BID SET (PRELIMINARY) EV-C EV-F EV-F EV-F EV-F EV-F EV-F EV-F 1 inch = 20 feet 20' 10' 20' 40' ( IN FEET )

NORTH GRAPHIC SCALE
0 THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED.

A.P.N. 473-040-033-000

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C2.2 EN24-0353 CWJ# 500063 PHASE 2 - GRADING PLAN GRADING NOTES BID SET (PRELIMINARY)

EV-C EV-F EV-F EV-F EV-F EV-F EV-F EV-F
MAIN ST.

PRIMARY CIR
PRIMARY CIR. MAIN ST.

MAIN ST.

CP 6'0"
CP 6'6" 1 inch = 20 feet 20' 10' 20' 40'

NORTH ( IN FEET ) GRAPHIC SCALE
0 THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED. C5.2 A A.P.N. 011-230-002 AND 015-100-013

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C2.3
PHASE 2 - GRADING PLAN GRADING NOTES BID SET (PRELIMINARY)

LOADING EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F PP
EOT
8"SD
3'7"
8"SD
3'10"
6'0"
8"PP 6'8"
8"PP 4'0"
7'0"
3'1"
5'7"
7'4" PP 4'4"
8"PP 3'6"
NA
PP 3'8"
8"PP 3'8"
CP 6'0"
CP 6'6"
PP 2'7"
8"PP 4'0"
CP 9'0"
EMPTY CONDUITS NOT LOCATED 1 inch = 20 feet 20' 10' 20' 40' ( IN FEET )

NORTH GRAPHIC SCALE
0 THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED.

A.P.N. 473-040-033-000

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C3.1 EN24-0353 CWJ# 500063 PHASE 1 - UTILITY PLAN DRAINAGE NOTES SEWER NOTES WATER NOTES BID SET (PRELIMINARY)

EV-C EV-F EV-F EV-F EV-F EV-F EV-F EV-F PP
EOT
8"SD
3'7"
8"SD
3'10"
6'0"
3'8" 3'9"
2'5" 2'7"
8"PP 6'8"
8"PP 4'0"
7'0"
5'0"
3'0"
3'1"
5'7"
12"SD
7'4" PP 4'4"
8"PP 3'6"
NA
PP 3'8"
8"PP 3'8"
CP 6'0"
CP 6'6"
PP 2'7"
8"PP 4'0"
CP 9'0"
EMPTY CONDUITS NOT LOCATED 1 inch = 20 feet 20' 10' 20' 40' ( IN FEET )

NORTH GRAPHIC SCALE
0 THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED.

A.P.N. 473-040-033-000

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C3.2 EN24-0353 CWJ# 500063 PHASE 2 - UTILITY PLAN DRAINAGE NOTES BID SET (PRELIMINARY) EV-F EV-F EV-F CP 6'0" 1 inch = 20 feet 20' 10' 20' 40' ( IN FEET ) NORTH GRAPHIC SCALE 0 THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED.

A.P.N. 473-040-033-000

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C4.1 EN24-0353 CWJ# 500063 MATCH LINE - SEE SHEET C4.2 PHASE 1 - PARTIAL PAVING PLAN PAVING GENERAL NOTES: PAVING LEGEND BID SET (PRELIMINARY) LOADING EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F CP 6'0" CP 6'6"
CP 9'0" 1 inch = 20 feet 20' 10' 20' 40' ( IN FEET )
NORTH GRAPHIC SCALE 0 THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED.

A.P.N. 473-040-033-000

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C4.2 EN24-0353 CWJ# 500063 MATCH LINE - SEE SHEET C4.1 PHASE 1 - PARTIAL PAVING PLAN PAVING GENERAL NOTES: PAVING LEGEND BID SET (PRELIMINARY)

EV-C EV-F EV-F EV-F EV-F EV-F EV-F EV-F
CP 6'0"
CP 6'6" 1 inch = 20 feet 20' 10' 20' 40' ( IN FEET )

NORTH GRAPHIC SCALE
0 THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED.

A.P.N. 473-040-033-000

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C4.3 EN24-0353 CWJ# 500063 PHASE 2 - PAVING PLAN PAVING GENERAL NOTES: PAVING LEGEND BID SET (PRELIMINARY) A.P.N. 473-040-033-000

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C5.1 EN24-0353 CWJ# 500063

DETAILS

BID SET (PRELIMINARY)
A.P.N. 473-040-033-000

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C5.2 EN24-0353 CWJ# 500063

DETAILS

BID SET (PRELIMINARY)

LOADING EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F EV-C EV-F EV-F EV-F EV-F EV-F EV-F EV-F EOT
8"SD
3'7"
8"SD
3'10"
6'0"
3'8" 3'9"
2'5" 2'7"
7'0" 5'0"
3'0"
3'1"
5'7"
12"SD
7'4"
NA
CP 6'0"
CP 6'6" CP 9'0" 1 inch = 40 feet 40' 20' 40' 80' ( IN FEET )

NORTH GRAPHIC SCALE
0 THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED.

A.P.N. 473-040-033-000

ROSEVILLE PLACER COUNTY, CA

DRY CREEK

WASTEWATER TREATMENT PLANT
1800 Booth Road
Roseville, CA 95747

TASSANO
ANTHONY J.

WARREN CONSULTING ENGINEERS, INC.
1117 WINDFIELD WAY, SUITE 110
EL DORADO HILLS, CA 95762 | (916) 985-1870 C6.1 EN24-0353 CWJ# 500063

EROSION CONTROL PLAN EROSION CONTROL NOTES MONITORING SCHEDULE PRE-GRADING HYDRO- CUT-FILL ACTIVITIES UNDERGROUND WORK STORM IMPROVEMENTS CURB AND GUTTER STREET IMPROVEMENTS PAVE OUT POST CONSTRUCTION STRAW SEEDINGMULCHING TACTIFIER SOIL BINDERSPRESERVATION OF EXISTING VEGITATION BLANKETS MATS & GEOTEXTILESFIBER ROLLS DUST CONTROL OUTLET PROTECTION SILT FENCINGSAND/GRAVEL BAG BARRIERSSTORM DRAIN INLET PROTECTIONSEDIMENT BASIN SEDIMENT TRAP DEWATERING STABILIZED CONSTRUCTION ENTRANCE MATERIAL & WASTE DISPOSAL LOCATION CONCRETE WASHOUT PHASE OF WET SEASON WET & DRY SEASON EROSION AND SEDIMENT CONTROL MEASURES X
X
X
X
X
X
XX
X
XXXX
XXXXX
XXXX
X
X
XXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXX
XXXX

XXXX CONSTRUCTION
X
X
X
X
X
X
X
X
X
X
X MAINTENANCE SCHEDULE DAILY* WEEKLY* MONTHLY* BEFORE RAIN DURING RAIN AFTER RAIN AS NEEDEDX X
X
X
XXX * = WHEN RAIN EVENT INSPECTIONS OCCURS, THEY MAY QUALIFY AS A DAILY, WEEKLY, OR MONTHLY INSPECTION AS APPLIES. X X
X
X
X
XXX
XXX
XXX
XXX
XXX
X

XXX N/A N/A
X
X
X

X N/AXXXN/A
XXX

FOR REFERENCE ONLY

BID SET (PRELIMINARY)
Landscape Development Plans

DRY CREEK WASTEWATER

DRAWING INDEX

1. Installing Contractor shall verify quantities and areas to be planted prior to start of job. Notify Landscape Architect of any discrepancies prior to starting work.

2. All planting areas shall be completely free of trash, debris, rocks, and construction materials larger than 2", and shall be brought to finish grade before planting begins. Finish grade shall be 2" below surface of walks, curbs,and paved areas in planting areas where bark is to be installed. Grades shall be flush at catch basins. Surfacesshall be sloped with regard to drainage requirements so that water does not puddle or stand.

3. If additional soil is required, it shall be approved loam as similar to the existing soil as possible, free of debris and noxious weeds. Prior to placing additional soil, disc or scarify the sub-grade to a depth of at least 8" to permit
bonding to the sub-grade. Spread and rototill
a one inch layer of new soil, then proceed to place remaining soil and establish finish grade.

4. Landscape contractor must conduct
a soils test to determine amendment quantities. For bid purposes, assume the following soil preparation for all planting areas: Apply nitrified wood product amendment at a minimum rate of
6 cubic yards per 1000 sq. ft. and commercial fertilizer (16-16-16 NPK or equal) at a rate of 30 lbs. per 1000 sq.ft.
for shrub and ground cover areas, 20 lbs. per 1000 sq.ft. for lawn areas. Rototill to a depth of 6" to 10". Compact
and settle all areas by application of heavy irrigation to a minimum depth of 12".

5. Concrete headers shall be installed between all lawn and shrub/ground cover areas. Install per plans and details provided.

6. All plants shall be top quality nursery stock, free of disease and insect pests. Plants shall be normal size for container, vigorous, and true to name and variety. Plant holes shall be the same depth as the root ball, and three times the width for shrubs and four times the width for trees, see details.

7. Backfill for the plant holes shall be existing soil which has been previously amended. Apply Osmocote Controlled Release Formula fertilizer (18-6-12, 4 month formula) per manufacturer's recommendations.

8. When planted, crown of plant shall be 1-1/2" above finish grade. Prepare a water basin by forming
a soil ring at
least 3" high and as wide around the outer edge of the new plant hole. Water thoroughly to eliminate air pockets.

9. Upon completion of planting all containerized material, rake all shrub and ground cover areas to smooth grade, leaving watering basins intact. Prior to placement of bark mulch, all shrub and ground cover areas shall be treated with
a pre-emergent herbicide (Ronstar or equal) per manufacturer's directions. Contractor to verify with manufacturer that pre-emergent will not adversely affect plant health.

10. Place
a 3" layer of 'Walk-On' fir bark mulch, or approved equal, in all shrub and ground cover areas. Shredded redwood 'Gorilla Hair' is not acceptable.

11. Ground cover plants shall be planted in straight rows and evenly triangularly spaced a intervals noted in plant
legend. Plant each rooted plant with its proportionate amount of rooting soil in a manner that will insure
minimum disturbance of the root system.

12. For trees that require staking, use two 2" diameter treated lodgepole stakes set at minimum of 12" into undisturbed subgrade below the root ball. Place ties and stakes only to the level which will hold the tree upright;proper height is 6" above the point where the tree will snap to an upright position by itself if the top is pulled to one side as if wind loaded and then released. Ties shall be cinch-tie flexible vinyl (or equal) nailed to stake with galvanized nails, see details.

13. Sod lawns: After soil preparation, carefully smooth all surfaces and roll to expose depressions and irregularities.

Regrade as necessary. Lay first strip of sod slabs along a straight line. Butt joints tightly, do not overlap edges.

For remaining strips, stagger joints much as laying bricks. Use a sharp knife to cut sod to fit curves, edges,
sprinkler heads, etc. When
a conveniently large area has been sodded, water lightly to prevent drying. After laying all sod, roll lightly to eliminate irregularities and to form good contact between sod and soil. Water thoroughly; soil should be moistened at least
8 inches deep. Repeat sprinkling at regular intervals to keep sod moist at all times until rooted. After sod is established, decrease frequency and increase amount of water per application as necessary.

14. Contractor shall furnish all labor, material, equipment, and services required to maintain the landscape in an attractive condition as specified herein for a period of 90 days after final acceptance by Owner. Maintenance Period shall commence after all planting and related work has been completed in accordance with Plans andNotes.

A prime requirement is that all lawn areas shall show an even, healthy stand of grass which shall have been mown at least twice. Any materials found to be dead, missing, or in poor condition during the Maintenance Period shall be replaced within 10 days of written notification by the Owner. Contractor shall not be held responsible for damage arising from acts of God, vandalism, theft, or negligence by Owner during the Maintenance Period.

1. Installing Contractor shall verify all dimensions and areas prior to start of job. Intent is for full coverage of planting. Notify Landscape Architect of any discrepancies prior to trenching.

2. Plan is diagrammatic and not intended to show exact locations of piping and valves. Install valves and piping in landscape areas wherever possible. Install valves near curbs and sidewalks whenever possible. Sprinkler head spacings are shown accurately and shall be installed as indicated by the center of the symbol. Contractor is responsible for pipe sizing the irrigation system correctly.

3. All materials shall be new and in perfect condition. No deviations from the specifications will be allowed without prior written approval of Landscape Architect.

4. Mainline shall be SCH 40 PVC or CL315 at
a minimum depth of 18" below finish grade. Lateral lines shall be SCH 40 PVC at
a minimum depth of 12" below grade. Use only the solvent supplied and recommended by the pipe manufacturer to make plastic pipe joints. Allow 15 minutes set-up curing time before moving or handling, and 24 hour curing time before water is placed in PVC pipe. Center load pipe with a small amount of backfill to
prevent arching and whipping under pressure.

5. Where more than one pipe is installed in
a trench, place pipe side by side at
a minimum of 2" apart. Where soil
conditions are rocky, place a 4" layer of fine material on bottom of trench prior to installation of pipe.

6. All valves shall be installed in Carson poly-plastic valve boxes with flush covers, or approved equal. Remote control valves shall be installed in Carson 1419 12" depth standard rectangular valve boxes; Drip zone remotecontrol valves with filters and PRVs shall be installed in Carson 1220 12" depth jumbo rectangular valve boxes; Ball valves shall be installed in Carson 0011 10" diameter round valve boxes. Top of valve boxes shall be 1" above finish grade.

7. Install pop-up shrub heads and lawn spray heads 2" from curbs and walks.

8. Securely mount controller as directed by manufacturer. Complete all electrical connections to controller. All control wire shall be #14 U.L. direct burial. Taped and bundled every 20'. Place at a minimum depth of 18",
installing in common trenches with mainline whenever possible. Where wire crosses paving, encase wire in a SCH 40 PVC sleeve. Run one extra wire, of
a different color, to the last valve on each mainline leg, looping the wire through each valve box and label for future use.

9. At valves, both wires shall be brought into valve box and shall have an excess loop of 24" before being spliced into the solenoid pigtails using Pentite connectors.

10. After valves have been installed, test all mainlines for leaks at full line pressure for a period of
2 hours with
couplings exposed and pipe sections center loaded. Before testing, fill line with water for at least 24 hours.

Provisions shall be made for thoroughly bleeding the line of air and debris. Correct all defects and retest.

11. All excavations shall be backfilled with fine material to 4" above crown of pipe and tamped; then fill with earth and tamp. All trenches shall be left flush with adjoining grade and in a firm unyielding condition. Any subsequent
settling shall be corrected by the Contractor.

12. Install systems without spray nozzles; open flush valves. Flush and operate each valve system at full pressure until all debris is removed. Install spray nozzles and close flush valves.

13. Test to determine that all sprinklers function according to manufacturer's data and give full coverage according to intent of drawing. Replace and adjust as necessary. Additional heads shall be provided by the Contractor to cover areas shown to be deficient by test.

14. Contractor shall set initial program for the controller. Contractor shall provide Owner with the instruction manual and demonstrate its operation to the Owner.

15. Contractor shall guarantee all parts and labor for one year with exception of damage caused by vandalism, theft, adverse natural conditions, or anything beyond the control of the Contractor.

PLANTING NOTES IRRIGATION NOTES

1. Landscape areas not covered with live material shall be covered with a 3" 'Walk-On' fir bark mulch layer.

2. Adjust location of plant material to avoid interference with building numbers and addresses at mature height.

3. Provide
a minimum three foot clearance around all fire protection equipment and associated landscape apparatus.

4. All trees planted adjacent to fire lanes shall have their canopies maintained at 13'-6" or higher where they overhang into the required width of the fire lane.

5. Landscaping shall be placed and pruned as to retain the required clearance for ladder access to windows around the building and to not interfere at maturity with 13'-6" emergency vehicle access clearance.

6. Turf slopes cannot exceed 4:1.7. Maintain a minimum distance of 18" between edge of lawn and trunk of tree(s).8. Landscape contractor shall provide protection for all concrete surfaces when installing landscape materials. Staining of concrete from dirt, tire marks and damaged curbs will not be permitted. All damaged surfaces shall be cleaned or replaced.

9. Landscape contractor shall coordinate and install the sleeving and stubbing for irrigation crossing parking lots and paved areas.

10. Landscape contractor shall grade all landscape areas 2% min. to drain to the street. Landscape contractor is responsible to provide positive drainage away from all buildings. All planters and planter islands shouldbe crowned to prevent standing water.

11. Root barriers are required in all locations where trees are placed closer than 48" from curbs, sidewalks, concrete or asphalt refer to detail for specification and installation.

12. Quantities found in the plant legend are for contractor convenience. In the event that the quantities in the legend differ from those found on the plans, the quantities found on the plans will take precedence.

13. Contractor to hand dig only under existing tree canopies, no mechanical excavation will be allowed, do not cut any roots 2" or larger in diameter, if it is necessary to prune roots 2" in diameter or larger, contractor shall hire the services of
a licensed arborist to supervise and direct the work, follow all recommendations of the arborist.

GENERAL NOTES

ROSEVILLE, CALIFORNIA
1800 BOOTH ROAD
L-0.1 - COVER SHEETL-1.1 - IRRIGATION PLANL-2.1 - PLANTING PLANL-2.1 - PLANTING CALCULATIONSL-3.1 - IRRIGATION DETAILSL-3.2 - IRRIGATION DETAILSL-3.3 - PLANTING DETAILSL-3.4 - IRRIGATION CALCULATIONS Sheet No
Seal
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
530.885.0040
www.yamasaki-la.com

LANDSCAPE DEVELOPMENT PLANS
Sheet Title
Scale:

File Name:

Date:Drawn By:Project Mgr:

CITY OF ROSEVILLE
No. Date Revision

DRY CREEK

WASTEWATER

TREATMENT PLANT
1800 BOOTH ROAD

ROSEVILLE, CA
TVZ
05/29/2024
1 08/28/2024 REVISION
2 10/23/2024 PC COMMENTS
3 02/12/2025 BID SET

BID SET
EJS
NTS

DCWT-CV

COVER SHEET
L-0.1

TREATMENT PLANT
2 BID SET (PRELIMINARY)

LOADING EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F
EV-C
EV-F

EV-FEV-FEV-F

EV-F EV-F EV-F
MAIN ST.

PRIMARY CIR. MAIN ST.

EOT
8"SD
3'7"
8"SD
3'10"
6'0"
3'8" 3'9"
2'5" 2'7"

EMPTY CONDUITS NOT LOCATED

FIELD LOCATE (E) IRRIGATION HEADS
AND ADJUST TO PROVIDE 100%
COVERAGE OF LAWN AREA. ADD OR

REMOVE HEADS AS NECESSARY,
MATCH (E) MODEL/TYPE.

FIELD LOCATE (E) IRRIGATION VALVES AND
MAINLINE. PRESERVE AND PROTECT

EXISTING CONTROL WIRE AND FLOW TO
DOWNSTREAM CONTROL VALVES. NOTE,

THESE VALVES ARE CONNECTED TO A

SEPARATE CONTROLLER THAN MAIN
PROJECT AREA TO THE EAST. REMOVE

ANY LATERAL OR DRIP EQUIPMENT TO

ACCOMMODATE PROPOSED
IMPROVEMENTS.

EXISTING HEAD AND LATERALS TO
REMAIN IN THIS AREA.

RECONNECT TO NEW VALVE AS
INDICATED.

C
2 1
1"
2 7
1"
2 3
1"
12 4
1"
5 3
1"
10 6
1"
4 7
1"

10.5 8
1"

2.93 9
1"
10 6.45
1"
11 3.17
1"
12 3.97
1"
13 7.89
1"

3.54 14
1"

9.24 15
1"

12.6 16
1"

3.49 17
1"

13.2 18
1"

10.1 19
1"
20 16.5
1"

3.05 21
1"
1"
1"
1"
1"
3 4"
3 4" 3
4"
3 4"
3 4" 1"
3 4"
3 4" 1" 1"
3 4"
3 4"
3 4"
3 4" 1" 1" 1"
F
POC
FS MV

DISCONNECT AND REMOVE

IRRIGATION MAINLINE, VALVES

AND EQUIPMENT DOWNSTREAM
OF THIS POINT DURING PHASE 1
DEMOLITION. CAP (E) MAIN.

INSTALL IRRIGATION SLEEVES
WITH PHASE 1 PAVING PLAN, SEE

CIVIL DRAWINGS

INSTALL IRRIGATION

SLEEVE WITH PHASE
1 PAVING PLAN, SEE

CIVIL DRAWINGS

INSTALL IRRIGATION SLEEVE
WITH PHASE 1 PAVING PLAN,

SEE CIVIL DRAWINGS
1 1
4" 1" 1
1 4"
1 1
4"
3 4"
3 4"
3 4"
3 4"
3 4"
3 4"
3 4"
3 4"
3 4" 3
4"
- 22
1"

FIELD LOCATE (E)

IRRIGATION MAINLINE FOR

POINT OF CONNECTION
1"
3 4"
3 4"
3 4"
3 4"
3 4"
1 1
4" 1"
1"
3 4"
3 4" 3
4"
3 4"3
3 4" 4"
3 4"
3 4"
3 4" SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI Hunter RZWS-36-CV 36in. long RZWS with installed .25 gpm or .50 gpm bubbler options, Check Valve, 1/2in. swing joint for connection to 1/2in. pipe 15 SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird XCZ-100-PRB-R Wide Flow Drip Control Kit for Commercial Applications. Purple Cap designates for Reclaimed Water, Non-Potable Use. 1in. PESBR Valve and 1in. Pressure Regulating 40psi Basket Filter. 5-20 GPM. Area to Receive Dripline Rain Bird XFS-CV-PS-6-18 XFS-CV 0.6 GPH Landscape Dripline w/ Purple Stripe.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Rain Bird EFB-CP
1in., 1-1/2in., 2in. Brass Remote Control Valve, that is Contamination Proof w/Self-Flushing Filter Screen. GlobeConfiguration, Reclaimed Water Compatible, and Purple Handle Cover Designates Non-Potable Water Use.Rain Bird 44-NP 1in. Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Non-Potable Purple RubberCover, and 2-Piece Body.

Nibco T-113
Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. Size Range - 1/4in. - 3in.

Superior 3100-RW 2"
Normally Open Brass Master Valve that Provides Dirty WaterProtection. Available in 3/4in., 1in., 1-1/4in., 1-1/2in., 2in., 2-1/2in., and 3in.. With Purple Cross Handle for Reclaimed Water Use.

CALSENSE CONTROLLER ET2000e PER CITY STANDARDCALSENSE FLOW METER FM-1B

AMIAD FILTER PER CITY STANDARD
Point of Connection 2"FIELD LOCATE AND CONNECT TO EXISTING MAINLINE.

Irrigation Lateral Line: PVC Class 200 SDR 21-NPIrrigation Mainline: PVC Schedule 40-NP Pipe Sleeve: PVC Schedule 40

0.25 0.50
MV
C
FS
F
POC
#"
#
Valve NumberValve SizeValve Flow
Valve Callout
#

IRRIGATION SCHEDULE
NOTE: EXISTING IRRIGATION MAINLINE IS RECYCLED (NON-POTABLE) WATER. USE PURPLE PIPE AND PURPLE NP INDICATORS FOR ALL IRRIGATION EQUIPMENT.

NUMBER MODEL SIZE TYPE GPM
1 Rain Bird EFB-CP 1" Bubbler
2 2 Rain Bird EFB-CP 1" Bubbler
7 3 Rain Bird EFB-CP 1" Bubbler
2 4 Rain Bird EFB-CP 1" Bubbler 12
5 Rain Bird EFB-CP 1" Bubbler
3 6 Rain Bird EFB-CP 1" Bubbler 10
7 Rain Bird EFB-CP 1" Bubbler
4 8 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 10.499 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 2.93 10 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 6.4511 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 3.1712 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 3.9713 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 7.8914 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 3.5415 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 9.2416 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 12.6417 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 3.4918 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 13.2119 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 10.07 20 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 16.4921 Rain Bird XCZ-100-PRB-R 1" Area for Dripline 3.0522 Rain Bird EFB-CP 1" Existing Spray Head

VALVE SCHEDULE
Generated: 2024-12-04 09:40
P.O.C. NUMBER: 01
Water Source Information: FIELD LOCATE AND

CONNECT TO EXISTING
MAINLINE.

FLOW AVAILABLEPoint of Connection Size: 2"Flow Available 77.18 GPMPRESSURE AVAILABLE Static Pressure at POC: 60 PSI
Pressure Available: 60 PSIDESIGN ANALYSISMaximum Station Flow: 16.49 GPMFlow Available at POC: 77.18 GPMResidual Flow Available: 60.69 GPM Critical Station: 20
Design Pressure: 20 PSI Friction Loss: 0.41 PSI Fittings Loss: 0.04 PSI Elevation Loss: 0 PSI Loss through Valve: 21.5 PSI Pressure Req. at Critical Station: 38.9 PSILoss for Fittings: 0.19 PSILoss for Main Line: 1.91 PSILoss for POC to Valve Elevation: 0 PSILoss for Backflow: 0 PSILoss for Master Valve: 0.53 PSI Critical Station Pressure at POC: 41.6 PSI
Pressure Available: 60 PSIResidual Pressure Available: 18.4 PSI

CRITICAL ANALYSIS
EJS
1" = 20'

DCWT-IR

IRRIGATION PLAN
L-1.1
Sheet No
Seal
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
530.885.0040
www.yamasaki-la.com
0' 40'
20' 80'

LANDSCAPE DEVELOPMENT PLANS
Sheet Title
Scale:

File Name:

Date:Drawn By:Project Mgr:

CITY OF ROSEVILLE
No. Date Revision
NORTH

DRY CREEK

WASTEWATER

TREATMENT PLANT
1800 BOOTH ROAD

ROSEVILLE, CA
TVZ
05/29/2024
1 08/28/2024 REVISION
2 10/23/2024 PC COMMENTS
3 02/12/2025 BID SET

BID SET
1 3
PIPE SIZE OR # OF WIRES
3/4", 1"
1-1/4", 1-1/2", 2", 2-1/2"
3", 4"
6"
1-25 CONTROL WIRES
26-50 CONTROL WIRES

REQUIRED SLEEVE SIZE
1-2" SLEEVE1-4" SLEEVE1-6" SLEEVE
1-12" SLEEVE
1-2" SLEEVE
2-2" SLEEVES

1. ALL MAINLINE PIPE SHALL BE MINIMUM 1".

2. ALL LATERAL LINE PIPE SHALL BE MINIMUM 3/4".

3. ALL PIPE 2" AND SMALLER SHALL BE SCH 40.

4. ALL PIPE 2-1/2" TO 3" SHALL BE CLASS 315.

5. ALL PIPE 4" AND GREATER SHALL BE CLASS 200.

PIPE SIZING SCHEDULE

SLEEVING SCHEDULE

PVC TYPE

PIPE SIZE
3/4"
1"
1-1/4"1-1/2"
2"
2-1/2"
3"
4"6"
SCH 40
MAX. GPM
8 13
2332
53 ---- CLASS 315 MAX. GPM
-----74
109
-- CLASS 200 MAX. GPM
------- 200
425

1. ALL SLEEVES SHALL BE SCH 40 PVC.

2. ALL PIPE AND CONTROL WIRES SHALL BE

INSTALLED IN SEPARATE SLEEVES UNDER
PAVED AREAS, SIZE AS INDICATED ABOVE.

3. SLEEVES SHALL EXTEND AT LEAST 12" BEYOND
THE EDGE OF THE PAVEMENT.

NOTES

1. IRRIGATION DESIGN IS BASED ON A MAXIMUM DEMAND (GPM)

AND MINIMUM OPERATING PRESSURE (PSI) AS INDICATED IN THE CRITICAL ANALYSES. LANDSCAPE CONTRACTOR SHALL TEST

AND VERIFY PRESSURE AND FLOW PRIOR TO STARTING JOBAND NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF WATERAND PRESSURE FLOWS DO NOT MEET THESE MINIMUM REQUIREMENTS. IF AVAILABLE PRESSURE DOES NOT MEET THEMINIMUM OPERATING PRESSURE, A BOOSTER PUMP MAY NEED TO BE INSTALLED. LANDSCAPE CONTRACTOR SHALL CONTACT
LANDSCAPE ARCHITECT FOR BOOSTER PUMP SPECIFICATIONS.

2. IRRIGATION PLAN IS DIAGRAMMATIC; INSTALL IRRIGATION
VALVES AND PIPE IN PLANTERS WHENEVER POSSIBLE. ALL PIPE UNDER PAVEMENT SHALL BE SLEEVED.

3. INSTALL FLUSH VALVES, OPERATIONAL INDICATORS AND AIR RELIEF VALVES IN DRIP AREAS PER IRRIGATION DETAILS.

BID SET (PRELIMINARY)

LOADING EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F
EV-C
MAIN ST.

PRIMARY CIR.

MAIN ST. MAIN ST.

EOT
8"SD 3'7" 8"SD 3'10"
6'0"
3'8"
3'9"
2'5"
2'7"

EMPTY CONDUITS NOT LOCATED

EXISTING TREE TO
REMAIN, TYP.

EXISTING LAWN

AND MOW STRIP TO
REMAIN
6' LONG

CONCRETE
SEATWALL, TYP.

NEW MOW STRIP
180 LF, SEE DETAIL
F SHEET L3.3
(E) FLAGPOLE TO
REMAIN

BBQ AREA

WATER FEATURE, SEE
DETAIL F, SHEET L3.3
5 LAU XSA
1 LAU XSA
1 QUE WIS
1 LAU XSA
2 ULM PRO
2 QUE WIS
2 ULM PRO
6 PIN BRU
3 CED DEO
1 LAG MUS
2 ACE AMS
SAW CUT (E) MOWSTRIP 65 HEL SEM 10 RHA CAL
6 CIS PUL
5 CEA JUL
16 MUH CAP10 BUD WHT
34 COT LOW
59 NAN HAR
23 ROS COR
25 ROS COR
77 PEN MAR
68 PEN MAR
70 MAH REP
18 MAH REP
35 SAL BEE
30 MAH REP
46 SAL BEE
6 GRE NOE
46 PEN MAR
30 SAL BEE
16 NAN DOM
21 NER LIT 9 CAL KAR
6 LAV MUN
7 HEL SEM
66 CAR TUM
13 CEA JUL
17 CIS PUL
23 MUH CAP
2 CITRUS
9 CAL KAR
63 CAL BET32 RHA CAL
48 NER LIT
6 RHA CAL
13 GRE NOE
29 HEL SEM
45 RHA MIN
5 CEA HAR
27 PIT VAR
25 PIT VAR
45 LAN PAP
116 COT LOW
43 ROS COR
54 LAN PAP
35 ROS COR
18 COT LOW
35 PEN MAR
14 DIE BIC
18 MAH REP
19 NAN HAR
55 LAV MUN
6 GRE NOE
28 HEL SEM
4 LAG MUS
14 DIE BIC
23 NAN HAR
3 CEA JUL
1 QUE WIS
41 PEN MAR
26 BAC PEA
6 MUH CAP

SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE WATER USE
TREES
ACE AMS 2 Acer x freemanii 'Armstrong' / Armstrong Freeman Maple 24" box MED CEA HAR 5 Ceanothus x 'Ray Hartman' / Ray Hartman Wild Lilac 15 gal LOWCED DEO 3 Cedrus deodara / Deodar Cedar 15 gal LOWCITRUS 2 Citrus Tree / Assorted Semi-Dwarf Varieties 24" box HIGH LAG MUS 5 Lagerstroemia indica x fauriei 'Muskogee' / Muskogee Crape Myrtle 15 gal LOWLAU XSA 7 Laurus x 'Saratoga' / Saratoga Hybrid Laurel 15 gal LOWPIN BRU 6 Pinus halepensis 'Brutia' / Calabrian Pine 15 gal LOW QUE WIS 4 Quercus wislizeni / Interior Live Oak 15 gal LOW ULM PRO 4 Ulmus wilsoniana 'Prospector' / Prospector Elm 24" box LOW SHRUBS
BUD WHT 10 Buddleia davidii `White Profusion` / Butterfly Bush 5 gal LOW CAL BET 63 Callistemon citrinus `Better John` / Better John Dwarf Bottlebrush 5 gal LOWCEA JUL 21 Ceanothus `Julia Phelps` / California Wild Lilac 5 gal LOWCIS PUL 23 Cistus pulverulentus `Sunset` / Rockrose 5 gal LOW DIE BIC 28 Dietes bicolor / Fortnight Lily 1 gal LOW
GRE NOE 25 Grevillea x `Noellii` / Grevillea 5 gal LOW
NAN DOM 16 Nandina domestica / Heavenly Bamboo 5 gal LOWNER LIT 69 Nerium oleander `Little Red` / Little Red Oleander 5 gal LOWPIT VAR 52 Pittosporum tobira `Variegata` / Variegated Mock Orange 5 gal MEDRHA CAL 48 Rhamnus californica `Eve Case` / California Coffee Berry 5 gal LOWRHA MIN 45 Rhaphiolepis umbellata `Minor` / Yedda Hawthorn 1 gal LOW

GRASSES
CAL KAR 18 Calamagrostis x acutiflora 'Karl Foerster' / Feather Reed Grass 1 gal LOWCAR TUM 66 Carex tumulicola / Foothill Sedge 1 gal LOW HEL SEM 129 Helictotrichon sempervirens / Blue Oat Grass 1 gal LOWMUH CAP 45 Muhlenbergia capillaris / Pink Muhly 1 gal LOW

SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE WATER USE SPACING

GROUND COVERS
BAC PEA 26 Baccharis pilularis `Twin Peaks` / Twin Peaks Coyote Brush 1 gal LOW 48" o.c.

COT LOW 168 Cotoneaster dammeri `Lowfast` / Lowfast Bearberry Cotoneaster 1 gal LOW 60" o.c.

LAN PAP 99 Lantana `Paparazzi` / Spreading Lantana 1 gal LOW 48" o.c.LAV MUN 61 Lavandula angustifolia `Munstead` / Munstead English Lavender 1 gal LOW 36" o.c.MAH REP 136 Mahonia repens / Creeping Oregon Grape 1 gal LOW 48" o.c.NAN HAR 101 Nandina domestica 'Harbour Dwarf' / Harbour Dwarf Heavenly Bamboo 1 gal LOW 30" o.c.PEN MAR 228 Penstemon heterophyllus 'Margarita BOP' / Margarita BOP Penstemon 1 gal LOW 24" o.c.ROS COR 126 Rosa x 'Meidrifora' / Coral Drift Groundcover Rose 2 gal LOW 42" o.c.

SAL BEE 111 Salvia x `Bee`s Bliss` / Bee`s Bliss Sage 1 gal LOW 36" o.c.

PLANT SCHEDULE
EJS
1" = 20'

DCWT-PL

PLANTING PLAN
L-2.1
Sheet No
Seal
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
530.885.0040
www.yamasaki-la.com
0' 40'
20' 80'

LANDSCAPE DEVELOPMENT PLANS
Sheet Title
Scale:

File Name:

Date:Drawn By:Project Mgr:

CITY OF ROSEVILLE
No. Date Revision
NORTH

DRY CREEK

WASTEWATER

TREATMENT PLANT
1800 BOOTH ROAD

ROSEVILLE, CA
TVZ
05/29/2024
1 08/28/2024 REVISION
2 10/23/2024 PC COMMENTS
3 02/12/2025 BID SET

BID SET
1 1
2 2
2 BID SET (PRELIMINARY)

LOADING EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F
EV-C
MAIN ST.

PRIMARY CIR.

MAIN ST. MAIN ST.

EMPTY CONDUITS NOT LOCATED
5 LAU XSA
1 LAU XSA
1 QUE WIS
1 LAU XSA
2 ULM PRO
2 QUE WIS
2 ULM PRO
6 PIN BRU
3 CED DEO

H H H H H
EX.L.Q
F
TQ
EX.XL.Q
F F
H
H
EX.L.H
TQ
F F
F
F
TQ
H H
EX.L.H EX.L.H
EX.S.H

PARKING LOT SHADE

AREA/SHADE TREE

COVERAGE

COURT YARD SHADE

AREA/SHADE TREE

COVERAGE
1 LAG MUS
2 ACE AMS
2 CITRUS
5 CEA HAR
4 LAG MUS
1 QUE WIS
EJS
1" = 20'

DCWT-PL

PLANTING

CALCULATIONS
L-2.2
Sheet No
Seal
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
530.885.0040
www.yamasaki-la.com
0' 40'
20' 80'

LANDSCAPE DEVELOPMENT PLANS
Sheet Title
Scale:

File Name:

Date:Drawn By:Project Mgr:

CITY OF ROSEVILLE
No. Date Revision
NORTH

DRY CREEK

WASTEWATER

TREATMENT PLANT
1800 BOOTH ROAD

ROSEVILLE, CA
TVZ
05/29/2024
1 08/28/2024 REVISION
2 10/23/2024 PC COMMENTS
3 02/12/2025 BID SET

BID SET

BID SET (PRELIMINARY)

DRIPLINE START

MALE ADAPTERCONNECTIONPVC SUPPLY HEADERCONNECTIONDRIPLINE STARTPVC EXHAUST HEADER

AREA PERIMETERREMOTE CONTROLFILTER AND PRVVALVE WITHDRIPLINE TUBING LATERAL 2" TO 4" FROM EDGEPERIMETER LATERALS
DRP-MID LAY SCALE: N.T.S.

DRIPLINE LAYOUT - CENTER FEED

PLUMBED TO PVC OR POLY LINE FLUSHING VALVE
FV

PLUMBED TO PVC OR POLY LINE FLUSHING VALVE
FV
AR

PLUMBED TO DRIPLINE PERAIR/VACUUM RELIEF VALVE -MANUFACTURERS RECOMENDATION ID

PLACE IN VISIBLE AREA AND PEROPERATIONAL INDICATORMANUFACTURERS RECOMENDATION LEGEND

GARDEN HOSESWIVEL HOSE ELLCOUPLER

FINISHED GRADE
QUICK COUPLING VALVE6" MIN. PEA GRAVEL SUMP
#4 REBAR WITH HOSE CLAMPS

MAINLINE
9" ROUND VALVE BOX

PVC SWING JOINT ASSEMBLY
TEE
STANDARD BRICK, 3 REQUIRED.
1 4"
1 9
1012
VLV-QKCPL SCALE: N.T.S.

QUICK COUPLING VALVE
11 234567
23456789
101112
LEGEND
9" VALVE BOX6" PVC SLEEVE

GATE VALVE

IRRIGATION MAINLINE
PVC UNIONPEAGRAVEL SUMP 6" MIN.
12345
18"
12 3
4 6
VLV-GATE SCALE: N.T.S.

GATE VALVE
5 6
flow
(+) Red
(+) White
Black (-)
Black (-)
EX: 10 X 2" pipe = 20" EX: 5 X 2" pipe = 10"
Flow downstream
flow
FLW-SENS-MST-VLV SCALE: N.T.S.

FLOW SENSOR/MASTER VALVE
LEGEND
SENSOR CABLE - TWO #20 FOILSHIELD W/DRAIN, BLACKJACKET, DIRECT BURIAL BLACK, WHITE. ALLOW 2' OFEXTRA CABLE.FINISHED GRADE OR SURFACE.

VALVE BOX WITH EXTENSIONS
AS REQUIRED.

FITTING OR REDUCING

COUPLING AT DISTANCE
EQUAL TO 5 X PIPE DIAMETERFROM FLOW SENSOR.
3/4 " PEA GRAVEL SUMP, 6"
DEEP.FILTER FABRIC.

FLOW SENSOR BODY.

WATERPROOF CONNECTIONS* NOTE POLARITY ON SENSORTO SENSOR CABLE HOOKUP.

FITTING OR REDUCING

COUPLING AT DISTANCE
EQUAL TO 10 X PIPE DIAMETER
FROM FLOW SENSOR.

STANDARD BRICK.

MASTER VALVE.
1 NOTES:
10 x pipe dia. 5 x pipe dia.
1 2
3 4
56 7
8 9
10 234
56 7
8 1011
11 3
9 · NOTE: FLOW SENSOR MUST BE INSTALLED WITH INSERT (TOP) POSITIONED VERTICALLY AND BODY (TEE) POSITIONED HORIZONTALLY. · NOTE: FLOW SENSOR CABLE MUST BE RUN IN 1" PVC CONDUIT

FROM FLOW SENSOR TO
CONTROLLER ENCLOSURE. · NOTE: CONTRACTOR TO FOLLOW

ALL MASTER VALVE AND FLOW

SENSOR COMPANIES' DETAILS

AND INSTALLATION PROCEDURES
FOR INSTALLATION.

LEGEND

RECTANGULAR VALVE BOXREMOTE CONTROL VALVE

SOLENOID

PVC LATERAL
6" PEA GRAVEL SUMPSTANDARD BRICK
(3 5 8"x2 14"x8")

PVC MAINLINEPVC ELL
1 FLOW
1 10
2 3
4 5 6
7 8
NOTES: · 3 4" - 1" VALVES, USE 15"X21" VALVE
BOX · 1 12" VALVE, USE 17"X30" VALVE BOX · USE TEFLON TAPE ON ALL

THREADED MANIFOLD
COMPONENTS · USE A PVC BALL VALVE WITH
EVERY VALVE · LINE SUMP WITH FILTER FABRIC

AND LEAVE EXPOSED OVER
GRAVEL 2" MIN.

VLV-PRVF-2 SCALE: N.T.S.

REMOTE CONTROL VALVE FOR DRIP
11 3" MIN.
8"
18"
13 12
SCH. 80 PVC TOE NIPPLE

PVC BALL VALVEFILTER FABRICFILTERPRESSURE REGULATOR
SCH. 80 PVC UNION, TYP.
10" ROUND VALVE BOX
9 1011121314
9 15
14 14
7 15
2345678
2" MIN.
9 LEGEND

JUMBO RECTANGULAR
VALVE BOX (15"x21")

REMOTE CONTROL VALVE

SOLENOID

PVC LATERAL
6" PEA GRAVEL SUMP
PVC SCH 80 TOE NIPPLE,
TYP.

PVC BALL VALVE
SCH. 80 PVC UNION, TYP.

FILTER FABRIC
SCH. 80 ST ELL

PVC MAIN LINE

STANDARD BRICK
(3 5 8"x2 14"x8")
10" ROUND VALVE BOX
1 FLOW
1 6
7 2
3 4
9 12 11
10 NOTES: · USE TEFLON TAPE ON ALL

THREADED MANIFOLD
COMPONENTS · USE A PVC BALL VALVE WITH

EVERY VALVE OR MANIFOLD OF
VALVES. · LINE SUMP WITH FILTER FABRICAND LEAVE EXPOSED ABOVE GRAVEL 2" MIN.

VLV-RMT-2 SCALE: N.T.S.

REMOTE CONTROL VALVE
5 3" MIN.
18"
6 8
8"
13 234567
89 10111213
2" MIN.
2" MIN.
1 2
3 FINISH GRADE/TOP OF MULCHROOT WATERING SYSTEM

SWING ASSEMBLY (INCLUDED)
1/2" (1,3 CM) MALE NPT INLET (INCLUDED)
PVC SCH 40 TEE OR ELLLATERAL PIPERIGID BASKET CANISTER (INCLUDED)

OPTIONAL SOCK FOR SANDY SOILS

TREE ROOT BALL
4 NOTES:

1. POSITION 2 UNITS EVENLY SPACED AROUND TREE. FOR
NEW TREES PLACE 24" AWAY FROM TRUNK. FOREXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK.

2. INSTALL PRODUCT WITH TOP EVEN WITH GROUND
SURFACE.

3. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS,
ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT

TO ALLOW FASTER WATER INFILTRATION AND ROOT
PENETRATION.

4. ONCE UNIT HAS BEEN INSTALLED, FILL THE BASKET WITH
PEA GRAVEL BEFORE LOCKING LID.

5. OPTIONAL SOCK FOR USE IN SANDY SOILS;

CONTRACTOR TO DETERMINE SOIL TYPE AND INSTALL
WITH SOCK IF NECESSARY.
56 8
7 LEGEND
1 23
BBLR-RWS SCALE: N.T.S.

ROOT WATERING SYSTEM AT TREE
45678
PLAN

ELEVATION
25 48"
8 N V

ONE PER VALVE
CONDUIT 24V A.C.

V VALVE CONTROL WIRES -N COMMON NEUTRAL WIREL POWER SUPPLY WIRESG GROUND WIRE

SPRINKLER HEAD

WALL MOUNT SPRINKLER HEAD
CONDUIT 115V A.C.

CONTROLLER

ELECTRIC VALVE

WATER PROOF

EXPANSION COIL

CONNECTOR

MAINLINE
G
L
N
CTRL1 SCALE: N.T.S.

CONTROLLER INSTALLATION
NOTE:MOUNT CONTROLLER TO WALL STUDS WITH FOUR EACH 3/8" X 3"MINIMUM GALVANIZED LAG SCREWS, IMBED 2" MIN.

EJS
NTS

DCWT-IRDT

IRRIGATION DETAILS
L-3.1
12"
18" TAPE WIRE TO LINE

LATERAL LINE
15'-0" O.C.

MAIN LINE

FINISH GRADE

COMPACTED BACKFILL
4" SAND BEDDING
TRNCH1 SCALE: N.T.S.

IRRIGATION TRENCH
VARIES
MAINTAIN 4"

BETWEEN
PIPES
NOTE: DO NOT STACK PIPE
ON TOP OF OTHER PIPE.

UNDISTURBED SUBGRADE

LATERAL LINE MAIN LINE

DRIPLINE STARTCONNECTIONPVC SUPPLY HEADER

AREA PERIMETERREMOTE CONTROLFILTER AND PRVVALVE WITHDRIPLINE TUBING LATERAL 2" TO 4" FROM EDGEPERIMETER LATERALS
DRP-END LAY SCALE: N.T.S.

DRIPLINE LAYOUT - END FEED

PVC EXHAUST HEADER

PLUMBED TO PVC OR POLY LINE FLUSHING VALVE
FV
AR

PLUMBED TO DRIPLINE PERAIR/VACUUM RELIEF VALVE -MANUFACTURERS RECOMENDATION IDPLACE IN VISIBLE AREA AND PEROPERATIONAL INDICATORMANUFACTURERS RECOMENDATION NTFM-DPTH SCALE: N.T.S.

SUBSURFACE HEADER & DRIPLINE INSTALLATION
LEGEND

MULCHFINISHED GRADEHEADERDRIPLINE, SEE PLANS FOR

SPACINGSUBGRADESUPPLY LATERAL

DRIPLINE DEPTH

STAPLES
1 NOTES:

EQ. EQ.
35 6
2 SUBSURFACE INSTALLATION
4 7
12"
1 1"
8 CHOOSE HEADER STYLE BASEDON FLOW AND HEADER LAYOUT
REQUIREMENTS.

STAPLES ARE REQUIRED AT ALL

BLANK TUBING HEADERS ANDDRIPLINE, PER MANUFACTURES

SPECIFICATIONS AND
RECOMMENDATIONS.

STAPLES ARE NOT REQUIRED ON
PCV HEADERS.
2345678

AREA PERIMETERLATERAL TUBINGDRIPLINE TUBING

CONNECTIONDRIPLINE STARTMALE ADAPTER

PVC EXHAUST HEADERDRIPLINE TEE

FILTER AND PRVREMOTE CONTROL VALVE
NTFM-IRR SCALE: N.T.S.

DRIPLINE IRREGULAR AREAS LAYOUT

PLUMBED TO PVC OR POLY LINE FLUSHING VALVE FV
AR

PLUMBED TO DRIPLINE PERAIR/VACUUM RELIEF VALVE -MANUFACTURERS RECOMENDATION ID

PLACE IN VISIBLE AREA AND PEROPERATIONAL INDICATORMANUFACTURERS RECOMENDATION

PVC SUPPLY HEADER
Sheet No
Seal
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
530.885.0040
www.yamasaki-la.com

LANDSCAPE DEVELOPMENT PLANS
Sheet Title
Scale:

File Name:

Date:Drawn By:Project Mgr:

CITY OF ROSEVILLE
No. Date Revision

DRY CREEK

WASTEWATER

TREATMENT PLANT
1800 BOOTH ROAD

ROSEVILLE, CA
TVZ
05/29/2024
1 08/28/2024 REVISION
2 10/23/2024 PC COMMENTS
3 02/12/2025 BID SET

BID SET

BID SET (PRELIMINARY)
LEGEND
1 6" ROUND VALVE BOX
VLV-FLSH-MAN SCALE: NTS

FLUSH VALVE
NOTES:

USE TEFLON TAPE ON ALL THREADEDMANIFOLD COMPONENTS

FINISH GRADE

MANUAL LINE FLUSHING VALVE
4" DEEP PEA GRAVEL SUMP
18" OF BLANK DRIP TUBING
LINE SUMP WITH FILTER FABRIC ANDLEAVE EXPOSED OVER GRAVEL 2" MIN. 1 2 5
4 3
9"
2345
NTFM-AIRVAC SCALE: N.T.S

AIR/VACUUM RELIEF
LEGEND
6" ROUND VALVE BOX

FINISH GRADE
PEA GRAVEL SUMP WRAPPED WITHLANDSCAPE FABRIC 6" DEEP
AIR/VACUUM RELIEF VALVEVALVE BOX SET TO 2 12" ABOVE GRADE IN PLANTER AREAS, & 1 12" ABOVE GRADE IN
SOD AREAS.
1 12
3 45
6 6
78 1
2" PVC COUPLING (TxT)
1 2" SCH 80 RISER

PVC PIPING AND FITTINGS

STANDARD BRICK
9 2345
789
OPR-MON SCALE: N.T.S.

OPERATION MONITOR
LEGEND

CAP GLUED TO STEMGRADE
12" POP-UP SPRAY BODY

SWING JOINT
TEFLON TAPE FOR ALLTHREADED CONNECTIONS.

IRRIGATION SUPPLY PIPE ORDRIP LINE.
1 NOTES: · INSTALL IN MULCH BED. · TO BE PLACED AT THE

FARTHEST POINT ON EACH
ZONE. IF A ZONE SPLITS PLACE
ONE ON EACH SPLIT. · DO NOT INSTALL WITHIN 5' OF ACURB. 23456
23 4
6 5
12"
Sheet NoSeal
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
530.885.0040
www.yamasaki-la.com

LANDSCAPE DEVELOPMENT PLANS
Sheet TitleScale:

File Name:Date:Drawn By:Project Mgr:

CITY OF ROSEVILLE
No. Date Revision

DRY CREEK

WASTEWATER

TREATMENT PLANT
1800 BOOTH ROAD

ROSEVILLE, CA
TVZ
05/29/2024
1 08/28/2024 REVISION
2 10/23/2024 PC COMMENTS
3 02/12/2025 BID SET

BID SET
EJS
NTS

DCWT-IRDT

IRRIGATION DETAILS
L-3.2

BID SET (PRELIMINARY)
CONC MS SCALE: N.T.S.
12" CONCRETE MOW STRIP
NOTE
12"
EQ.
4"
LAWN

PLANTER
w/ 1/2" R. CORNERS
(2) #3 REBAR
CONC. MOW STRIP
EQ.

PLACE 1/2" WIDE PRE-FORMED FIBER EXPANSION JOINTS AT 15' O.C.IF EXTRUDED USE FIBER MESH. IF POURED IN PLACE USE (2) #3 REBAR CONTINUOUSEQUALLY SPACED IN MIDDLE OF MOW STRIP

MOW STRIP SHALL BE FLUSH WITH ADJOINING WALK OR CURB

CONCRETE TO BE CLASS A
EQ. EQ.
4" COMP. BASE
LEGEND
12 SIDEWALK

CURB/ STREET/ SIDEWALK
NDS - EP SERIES - #EP2450
24"X24" ROOT BARRIER PANELS

OR EQUAL
NOTES:

INSTALL (4) 24" PANELS ON EACH SIDE OF TREE

CENTER THE PANELS ON TRUNK OF TREE

ROOT BARRIERS ARE REQUIRED IN ALL LOCATIONS WHERE
TREES ARE PLACED CLOSER THAN 48" FROM CURBS, SIDEWALKS, CONCRETE OR ASPHALT, AND WHERE SHOWN ON PLANS.SET TOP OF ROOT BARRIER 4" BELOW TOP OF WALK OR CURB,OR 2" BELOW FINISHED GRADE, WHICHEVER IS LOWER. 1 2
STREET
2 2
PLT-BARR SCALE: N.T.S.

TREE ROOT BARRIER
EQ. EQ.

LEGEND

TREE STAKETREE TIE

ROOTBALL

SOIL RING

AMENDED BACKFILL
1 NOTES: · WIDTH OF HOLE SHALL BE 3 TIMES THE WIDTH OF THE ROOTBALL · DEPTH OF THE HOLE SHALL BE HEIGHT OF THE ROOTBALL WITH 1 1/2" OF TOP OF ROOTBALL HIGHER THAN SURROUNDING FINISH GRADE · CUT TREE STAKES WITHIN 2" OF TIES · WATER BACKFILL HEAVILY TO REDUCE AIR POCKETS · REMOVE NURSERY STAKE PRIOR TO THE END OF THE MAINTENANCE PERIOD · MAINTAIN A MINIMUM DISTANCE OF 18" BETWEEN EDGE OF LAWN AND TRUNKOF TREE(S) 34125
PLT-TREE1 SCALE: N.T.S.

TREE PLANTING AND STAKING
2345
LEGEND

ROOTBALL

SOIL RING

AMENDED BACKFILL
1 NOTES: · WIDTH OF HOLE SHALL BE 3 TIMES THE WIDTH OF THE ROOTBALL · DEPTH OF THE HOLE SHALL BE DEPTH OF THE ROOTBALL WITH 1 1/2" OF TOP OF ROOTBALL HIGHER THAN SURROUNDING FINISH GRADE · WATER BACKFILL HEAVILY TO REDUCE AIR POCKETS 1 PLT-SHRB1 SCALE: N.T.S.

SHRUB PLANTING
23 23

TIES OR FASTENERS

FOR SUPPORT

AS NEEDED
SET CROWN 1" ABOVE BACKFILL3" MULCH LAYERBACKFILL MIX - SEE SPECS.

COMPACTED SOIL

ATTACH TO WALL,

TRELLIS OR GREEN SCREEN

SET ROOTBALL ON

SMALL MOUND OF

COMPACTED SOIL
PLT-VINE SCALE: N.T.S.

VINE PLANTING
PLT-GRDCVR SCALE: N.T.S.

GROUNDCOVER PLANTING
LEGEND
GROUNDCOVER CENTERS.WALL, WALK OR EDGE OF GROUNDCOVER PLANTING.GROUNDCOVER SPACING PER PLANT SCHEDULE.

PLANVIEW

TYPICAL
321
123
SP
SP
SP. O.C
1/2 GC. SPACING
24'" MIN.

Sheet No
Seal
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
530.885.0040
www.yamasaki-la.com

LANDSCAPE DEVELOPMENT PLANS
Sheet Title
Scale:

File Name:

Date:Drawn By:Project Mgr:

CITY OF ROSEVILLE
No. Date Revision

DRY CREEK

WASTEWATER

TREATMENT PLANT
1800 BOOTH ROAD

ROSEVILLE, CA
TVZ
05/29/2024
1 08/28/2024 REVISION
2 10/23/2024 PC COMMENTS
3 02/12/2025 BID SET

BID SET
EJS
NTS

DCWT-PLDT

PLANTING DETAILS
L-3.3

1. FOUNTAIN: AQUASCAPE SPILLWAY BOWL AND BASIN
FOUNTAIN KIT 32"/40" DIAMETER (SKU 58087). FOUNTAIN KIT IS SELF CONTAINED AND RE-CIRCULATING.

AQUASCAPEINC.COM 866.877.6637

2. POWER SUPPLY TO BE HARD-WIRED WITH OUTDOOR-RATED
WATERPROOF JUNCTIONS. TIMER AND MANUAL CONTROLS
SHALL BE INSTALLED IN LOCATION TO BE DETERMINED BYOWNER IN THE FIELD.

3. CONTRACTOR TO PROVIDE SHOP DRAWING SUBMITTAL

SHOWING FOUNTAIN SPECIFICATIONS, SUBGRADE

PREPARATION, POWER SUPPLY, CONTROLS, WATER
SUPPLY, AND AUTOMATIC REFILL FLOAT.

4. CONTRACTOR TO SUBMIT ONE-QUART SAMPLE OF

DECORATIVE COBBLE FOR OWNER'S APPROVAL PRIOR TO
SUBMITTING.

5. SPECIFY AND INSTALL WATER FEATURE PER LOCAL CODE.

CONCRETE SEATWALL, TYP.;

PER CIVIL PLANS
NOTES:

WATER FEATURE
DCWWTP-WaterFeature.dwg SCALE: 1/4" = 1'-0"
CONCRETE PAVEMENT, TYP.;

PER CIVIL PLANS
PLANTING AREA, TYP.;

PER PLANTING PLAN

FOUNTAIN

AXONOMETRIC SKETCH OF WATER FEATURE
32" DIAMETER FOUNTAIN

CENTERED BENEATH RAIN CHAIN
40" DIAMETER FOUNTAIN

ORNAMENTAL COBBLE

FIELD VERIFY AND MATCH EXISTING MOW CURB WIDTH

BID SET (PRELIMINARY)
Sheet No
Seal
1223 HIGH STREET
AUBURN, CALIFORNIA 95603
530.885.0040
www.yamasaki-la.com

LANDSCAPE DEVELOPMENT PLANS
Sheet TitleScale:

File Name:Date:Drawn By:Project Mgr:

CITY OF ROSEVILLE
No. Date Revision

DRY CREEK

WASTEWATER

TREATMENT PLANT
1800 BOOTH ROAD

ROSEVILLE, CA
TVZ
05/29/2024
1 08/28/2024 REVISION
2 10/23/2024 PC COMMENTS
3 02/12/2025 BID SET

BID SET
EJS
NTS

DCWT-IRDT

IRRIGATION

CALCULATIONS
2 L-3.4

BID SET (PRELIMINARY)
MH MH
G
G
MH
MH
MH
MH
MH
E
MH
G
E
G
M
E
MH
E
COL(TYP.) COL(TYP.)
6"
6"
8"(3)
8"
12"
12"
6"
10"
10"
8" 12"
12" 8"
12"
10" 12"
12"
8"
8"
8"
8"
8"
6"
6"
6"
6"
6"
8"
6"
6" 6"
SS
SS SS
G.RISER
GV(TYP.)
G.RISER
G.RISER
G.METER G.RISER
G.RISER
MS
16"
18"oak
14"oak
4"
8"
10"oak
6"
8"
26"
22"
24"
12"
12"
4"
24"
8"
22"
2"(MU)
20"
4"(3)
6"
14" 6"
6"(6)
10"(4)
2"(3) 8"
8"
10"
MAIN
ST.

PRIMARY CIR.

PRIMARY C RI .

M
A
I
N
S
T
.

MA
I
N
ST
.

T.BOX
C.BOX
T.RISER
2 4
8 10
13 16
EV-C
XXXX
6 (E) BLDG
(E) S&H BLDG
(E) SHOP BLDG
(E) BLDG
(E) BLDG
(E) ADMIN / LAB BLDG
78 9
8 10
11 108
8 8
6 8
13 5
12 20
15 19
15 18
17 14
15 16
3 152
4 21
1 (N) CONCRETE PAVING
(N) ASPHALT CONCRETE PAVING
(E) BUILDING

ASSUMED PROPERTY LINE

PROJECT AREA

LIMITS OF WORK
PATH OF TRAVEL (P.O.T.)
• AS INDICATED, IS A COMMON BARRIER FREE ACCESS ROUTE
• IS AT LEAST 48" WIDE.
• NO ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL.
• THE PATH SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. • PASSING SPACES (11B-403.2) AT LEAST 60"x60" ARE LOCATED NOT MORE THAN 200' APART. • PARTS OF P.O.T. WITH CONTINUOUS GRADIENTS HAVE 60" LEVEL AREAS (11B-403.7) NOT MORE THAN 400' APART.
• THE CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED.
• (POT) SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (11B-307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80" (11B-307).
• ARCHITECT SHALL VERIFY PATH OF TRAVEL CONFORMS WITH THE ABOVE.

LANDSCAPING

EXPANSION JOINT PER

CONTROL JOINT PER
7 AS-601
3 AS-601

FENCE LINE
FH
FDC

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

LEGEND - SITE PLAN
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/31/2024 12:01:43 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt AS-101
SITE DEMO-PHASE 1

DCWWTP OPERATIONS

AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
1" = 20'-0"
?
SITE PLAN - DEMO - PHASE 1
1 PROJECT
NORTH
SHEET NOTES AS-101
1 COORDINATE (E) BUILDING EGRESS W/GC OPERATIONS
2 (E) ELECTRICAL VAULT TO REMAIN, SEE CIVIL
3 (F) ROADWAY, SEE CIVIL FOR GRADING AND DEMOLITION
4 (E) EVAPOTRANSPIRATION BED TO REMAIN
5 (E) EVAPOTRANSPIRATION BED CLEANOUTS TO REMAIN
6 (E) TREES TO BE REMOVED, REFER TO CIVIL AND LANDSCAPE PLANS 7 (E) FOUNTAIN TO BE DEMOLISHED
8 (E) FLATWORK TO BE DEMOLISHED
9 (E) STRUCTURE TO BE DEMOLISHED
10 (E) WALKWAY COVER AND SUPPORTING STRUCTURE TO BE DEMOLISHED 11 (E) PLANTERS TO BE DEMOLISHED
12 (E) SITE ROADWAY TO REMAIN
13 APPROXIMATE EXTENTS OF PHASE 1
14 (E) ADMINISTRATION BUILDING TO REMAIN OPERATIONAL INCL ACCESS TO VISITOR LOBBY 15 (E) COMM VAULT TO REMAIN, COORDINATE ALL WORK W/OWNER 16 (E) DRIVE AISLE TO REMAIN
17 (E) DRIVE AISLE AND PARKING AREA TO REMAIN IN PHASE 1 18 (E) PAVING TO REMAIN
19 (E) TREES TO REMAIN; PROTECT IN PLACE
20 (E) BUILDING TO REMAIN OPERATIONAL DURING CONSTRUCTION; MAINTAIN ACCESS AND ALL

SERVICES
21 (E) GENERATOR TO REMAIN, SEE PLANS
NO. DATE DESCRIPTION
2/28/25

BID SET (PRELIMINARY)
MH MH
G
G
MH
MH
MH
MH
MH
E
MH
G
E
G
M
E
MH
E
SS
SS SS
MAIN
ST.

PRIMARY CIR.

PRIMARY C RI .

M
A
I
N
S
T
.

MA
I
N
ST
.
2 4
8 10
13 16

EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F

GNI DAOL
XXXX
(E) BLDG
(E) S&H BLDG
(E) SHOP BLDG
(E) BLDG
(E) BLDG
(E) ADMIN / LAB BLDG
2 1
3 45
6 5
7 4
8 (N) CONCRETE PAVING
(N) ASPHALT CONCRETE PAVING
(E) BUILDING

ASSUMED PROPERTY LINE

PROJECT AREA

LIMITS OF WORK
PATH OF TRAVEL (P.O.T.)
• AS INDICATED, IS A COMMON BARRIER FREE ACCESS ROUTE
• IS AT LEAST 48" WIDE.
• NO ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL.
• THE PATH SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. • PASSING SPACES (11B-403.2) AT LEAST 60"x60" ARE LOCATED NOT MORE THAN 200' APART. • PARTS OF P.O.T. WITH CONTINUOUS GRADIENTS HAVE 60" LEVEL AREAS (11B-403.7) NOT MORE THAN 400' APART.
• THE CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED.
• (POT) SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (11B-307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80" (11B-307).
• ARCHITECT SHALL VERIFY PATH OF TRAVEL CONFORMS WITH THE ABOVE.

LANDSCAPING

EXPANSION JOINT PER

CONTROL JOINT PER
7 AS-601
3 AS-601

FENCE LINE
FH
FDC

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

LEGEND - SITE PLAN

SITE PLAN GENERAL NOTES
A. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CBC, TITLE 24, AND ADA.

B. DIMENSIONS INDICATED ARE FOR PLAN REVIEW PURPOSES ONLY; REFER TO CIVIL DRAWINGS FOR HORIZONTAL CONTROL PLAN, DIMENSIONS, SLOPES, BUILDING LOCATIONS, STRUCTURAL PAVING SECTIONS, ETC. TO BE USED FOR CONSTRUCTION.

C. REFER TO CIVIL DRAWINGS FOR FINISH GRADES AND CONFIRM SLOPE PERCENTAGES AS HEREIN NOTED ARE NOT EXCEEDED.

D. VERIFY GRADES AND SLOPES IN FIELD WITH ARCHITECT DURING FORMING AND PRIOR TO CONCRETE OR A.C. PAVING INSTALLATION.

E. VERIFY AND COORDINATE IN FIELD DURING LAYOUT THAT NEW WORK HAS CLEARANCE FROM AND DOES NOT IMPACT EXISTING ITEM OR UTILITY, PRIOR TO START OF WORK.

F. A PAVED ALL-WEATHER FIRE ACESS ROAD DESIGNED TO CITY OF ROSEVILLE STANDARD SPECIFICATIONS, AND FIRE HYDRANTS

SHALL BE INSTALLED AND IN SERVICE PRIOR TO ANY COMBUSTIBLE CONSTRUCTION MATERIALS BEING BROUGHT ON SITE IN ACCORDANCE WITH [ENTER JURISDICTION] FIRE DEPARTMENT STANDARDS.

G. "EJ" DENOTES CONCRETE FLATWORK EXPANSION JOINT, TYPICAL.ALL JOINTS NOT IDENTIFIED AS "EJ" SHALL BE CONTROL JOINTS (CJ) TYPICAL, U.N.O.

H. FOR TYPICAL ASPHALT PAVING NOTES, REFER TO: CIVIL PLANS FOR TYPICAL CONCRETE FLATWORK PAVING NOTES, REFER TO: CIVIL PLANS I. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR OFF-SITE IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, CURB-GUTTERSIDEWALK, STREET LIGHTING AND LANDSCAPE IMPROVEMENTS.

J. PROVIDE 12" WIDE CONCRETE MOW STRIP UNDER CHAIN LINK AND DECORATIVE IRON FENCING, TYPICAL; REFER TO SPECIFICATION SECTION 32 13 13.

K. PROTECT ALL EXISTING TREES TO REMAIN. IF ROOTS ARE ENCOUNTERED, NOTIFY ARCHITECT AND OWNER AND REQUEST DIRECTION. ALL ROOTS NEEDING TO BE REMOVED SHALL BE CUT NEAT AND CLEAN WITH A SAW OR PRUNNING CLIPPERS.

L. COORDINATE NEW WORK WITH DEMOLITION WORK. VERIFY EXTENT OF DEMOLITION NEEDED AND CONNECTION OF NEW AND EXISTING WORK PRIOR TO START OF DEMOLITION.

M. NEW CONCRETE SHALL MATCH EXISTING, ADJACENT CONCRETE IN COLOR, TEXTURE AND PATTERN.

N. TRANSITION FROM NEW PAVING/FLATWORK TO EXISTING PAVING/FLATWORK SHALL BE FLUSH, EVEN, LEVEL AND WITH A NEAT, CLEAN, AND STRAIGHT EDGE.

O. THICKNESS OF NEW A.C. PAVING SHALL MATCH EXISTING A.C. PAVING, OR BE A THICKER SECTION.

P. SEE MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS FOR UTILITIES.

Q. REROUT AND RECONENCT EXISTING UTILITIES TO BE IN PROPER AND FULLY FUNCTIONAL WORKING ORDER.

R. COORDINATE LOCATION OF NEW SIGNAGE AND NEW CURBS WITH RESPECT TO (E) TREES, WITH ARCHITECT IN FIELD, PRIOR TO INSTALLATION.

S. REINSTALL LANDSCAPE AND IRRIGATION IN DEMOLISHED AREAS TO MATCH EXISTING, MODIFY LANDSCAPE AND IRRIGATION AT ADJUSTED AREAS AS REQUIRED.

T. INSTALL NEW BASE TO MATCH (E) BASE IF REQUIRED TO ACHIEVE PAVING ELEVATION AND SLOPE. NEW BASE SHALL BE COMPACTED TO 95%.

U. FOR SITE DETAILS REFER TO AS-601
V. FOR SITE SIGNAGE DETAILS REFER TO AS-603
W. FOR ADDITIONAL SITE DEMOLITION & CONSTRUCTION REFER TO SPECIFICATIONS DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/31/2024 12:02:55 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt AS-102

SITE PLAN

CONSTRUCTION
PHASE 1

DCWWTP OPERATIONS

AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
SITE PLAN - PHASE 1 1" = 20'-0"
1 ?

PROJECT
NORTH
SHEET NOTES AS-102
1 APPROXIMATE EXTENTS OF PHASE 1
2 BUILDING CANOPY, INSTALLATION PHASE AT DISCRETION OF GENERAL CONTRACTOR 3 (N) ONE-WAY DRIVE AISLE; SEE CIVIL PLANS
4 (N) LANDSCAPE, SEE LANDSCAPE PLANS FOR PHASING AND ADDT'L INFORMATION 5 (N) LANDSCAPE, SEE LANDSCAPE PLANS FOR PHASING AND ADDT'L INFORMATION 6 (N) DRIVEWAY ACCESS FROM (E) ROAD
7 (N) ELECTRIC EQUIPMENT, SEE ELEC PLANS
8 (N) EVCS, SEE ELEC PLANS
NO. DATE DESCRIPTION
2/28/25

BID SET (PRELIMINARY)
G
G
E
G
E
G
M
E
E
DS
FFE=135.73
DS
COL(TYP.)
SS
SS SS
MS
16"
18"oak
14"oak
4"
8"
10"oak
6"
8"
26"
22"
24"
12"
12"
4"
24"
8"
22"
2"(MU)
20"
4"(3)
6"
14" 6"
6"(6)
10"(4)
2"(3) 8"
8"
10"
MAIN
ST.

PRIMARY CIR.

PRIMARY C RI .

M
A
I
N
S
T
.

MA
I
N
ST
.
2 4
8 10
13 16

EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F

GNI DAOL
XXXX
13 (E) BLDG
(TO REMAIN)
(E) S&H BLDG
(TO REMAIN)
(E) SHOP BLDG
(TO REMAIN)
(E) BLDG
(TO REMAIN)
(E) BLDG
(TO REMAIN)
14 21
22 6
3 6
89 14
18 17
16 14
3 (E) ADMIN / LAB BLDG
(TO BE DEMOLISHED)
(N) ADMIN / LAB BLDG
7 4
12 19
20 20
2 4
4 15
4 10
11 11
1 5
23 24
(N) CONCRETE PAVING
(N) ASPHALT CONCRETE PAVING
(E) BUILDING

ASSUMED PROPERTY LINE

PROJECT AREA

LIMITS OF WORK
PATH OF TRAVEL (P.O.T.)
• AS INDICATED, IS A COMMON BARRIER FREE ACCESS ROUTE
• IS AT LEAST 48" WIDE.
• NO ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL.
• THE PATH SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. • PASSING SPACES (11B-403.2) AT LEAST 60"x60" ARE LOCATED NOT MORE THAN 200' APART. • PARTS OF P.O.T. WITH CONTINUOUS GRADIENTS HAVE 60" LEVEL AREAS (11B-403.7) NOT MORE THAN 400' APART.
• THE CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED.
• (POT) SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (11B-307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80" (11B-307).
• ARCHITECT SHALL VERIFY PATH OF TRAVEL CONFORMS WITH THE ABOVE.

LANDSCAPING

EXPANSION JOINT PER

CONTROL JOINT PER
7 AS-601
3 AS-601

FENCE LINE
FH
FDC

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

LEGEND - SITE PLAN
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/31/2024 12:02:11 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt AS-103
SITE DEMO-PHASE 2

DCWWTP OPERATIONS

AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
SITE PLAN - DEMO - PHASE 2 1" = 20'-0"
1 ?

PROJECT
NORTH
SHEET NOTES AS-103
1 APPROXIMATE EXTENTS OF PHASE 2
2 (E) ROADWAY TO REMAIN; SEE CIVIL FOR EXTENTS
3 (E) PAVED ACCESS, CURB AND GUTTER TO BE DEMOLISHED, REFER TO CIVIL PLANS FOR EXTENTS

AND ADDT'L INFORMATION
4 (E) TREE TO REMAIN; PROTECT IN PLACE AS REQ'D
5 (E) MAIN ROADWAY TO REMAIN
6 (E) MOW STRIP TO BE DEMOLISHED, SEE LANDSCAPE PLANS
7 (E) MOW STRIP TO REMAIN; SEE LANDSCAPE AND CIVIL PLANS FOR EXTENTS 8 (E) PAVED PARKING TO BE DEMOLISHED
9 (E) FLAGPOLE TO REMAIN
10 (E) CURB TO BE DEMOLISHED; SEE CIVIL PLANS
11 (E) DRIVEWAY ACCESS - REFER TO CIVIL PLANS FOR DEMOLITION INFORMATION 12 (E) PAVED SURFACE TO BE DEMOLISHED; REFER TO CIVIL PLANS FOR EXTENTS AND ADDITIONAL

INFORMATION
13 (E) CURB AND GUTTER TO BE DEMOLISHED; SEE CIVIL PLANS 14 (E) FLATWORK TO BE DEMOLISHED, SEE CIVIL PLANS
15 (E) TREE(S) TO REMAIN; PROTECT IN PLACE; HAND-EXCAVATE WHERE REQUIRED; SEE LANDSCAPE PLANS
16 (E) MECHANICAL PAD ENCLOSURE TO BE DEMOLISHED
17 (E) COVERED WALKWAY, SUPPORTS AND FLATWORK TO BE DEMOLISHED 18 (E) HARDSCAPE / RAMP - SEE CIVIL PLANS FOR ADDITIONAL PLANS 19 (E) ADMINISTRATION BUILDING TO BE DEMOLISHED; COORDINATE RELOCATION AND ALL ASSOCIATED

CUTOVERS WITH OWNER
20 (E) BUILDING TO REMAIN OPERATIONAL DURING CONSTRUCTION; MAINTAIN ACCESS AND ALL

SERVICES
21 (E) COMM VAULT TO REMAIN, COORDINATE ALL WORK W/OWNER 22 BUILDING CANOPY, INSTALLATION PHASE AT DISCRETION OF GENERAL CONTRACTOR 23 GENERAL CONTRACTOR TO MAINTAIN ACCESS TO THE VISITOR LOBBY DURING ALL PHASES OF

CONSTRUCTION
24 SALVAGE (E) BUILDING SIGNAGE/LETTERING
(E) ADMIN/LAB BUILDING DEMOLITION NOTE:

COORDINATE DEMOLITION TIMEFRAME WITH (N) LAB CERTIFICATION AND RELOCATION OF STAFF & EQUIPMENT FROM (E) AMDIN/LAB BUILDING TO THE (N) ADMIN/LAB BUILDING. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION NO. DATE DESCRIPTION
2/28/25

BID SET (PRELIMINARY)
E
E
E
E
SS
SS SS
MAIN
ST.

PRIMARY CIR.

PRIMARY C RI .

M
A
I
N
S
T
.

MA
I
N
ST
.

EV-F
EV-F
EV-F
EV-F

EV-F EV-F EV-F
EV-C

EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F

NO PARKING

NOPARKING

GNI DAOL
XXXX
(E) BLDG
(E) S&H BLDG
(E) SHOP BLDG
(E) BLDG
(E) BLDG
17 20
2 5
7 16
3 5
19 1
4 4
9 TYP.
10 18
5 12
TYP. 6
13 11
15 14
21 21
8 SITE PLAN GENERAL NOTES
A. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CBC, TITLE 24, AND ADA.

B. DIMENSIONS INDICATED ARE FOR PLAN REVIEW PURPOSES ONLY; REFER TO CIVIL DRAWINGS FOR HORIZONTAL CONTROL PLAN, DIMENSIONS, SLOPES, BUILDING LOCATIONS, STRUCTURAL PAVING SECTIONS, ETC. TO BE USED FOR CONSTRUCTION.

C. REFER TO CIVIL DRAWINGS FOR FINISH GRADES AND CONFIRM SLOPE PERCENTAGES AS HEREIN NOTED ARE NOT EXCEEDED.

D. VERIFY GRADES AND SLOPES IN FIELD WITH ARCHITECT DURING FORMING AND PRIOR TO CONCRETE OR A.C. PAVING INSTALLATION.

E. VERIFY AND COORDINATE IN FIELD DURING LAYOUT THAT NEW WORK HAS CLEARANCE FROM AND DOES NOT IMPACT EXISTING ITEM OR UTILITY, PRIOR TO START OF WORK.

F. A PAVED ALL-WEATHER FIRE ACESS ROAD DESIGNED TO CITY OF ROSEVILLE STANDARD SPECIFICATIONS, AND FIRE HYDRANTS

SHALL BE INSTALLED AND IN SERVICE PRIOR TO ANY COMBUSTIBLE CONSTRUCTION MATERIALS BEING BROUGHT ON SITE IN ACCORDANCE WITH [ENTER JURISDICTION] FIRE DEPARTMENT STANDARDS.

G. "EJ" DENOTES CONCRETE FLATWORK EXPANSION JOINT, TYPICAL.ALL JOINTS NOT IDENTIFIED AS "EJ" SHALL BE CONTROL JOINTS (CJ) TYPICAL, U.N.O.

H. FOR TYPICAL ASPHALT PAVING NOTES, REFER TO: CIVIL PLANS FOR TYPICAL CONCRETE FLATWORK PAVING NOTES, REFER TO: CIVIL PLANS I. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR OFF-SITE IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, CURB-GUTTERSIDEWALK, STREET LIGHTING AND LANDSCAPE IMPROVEMENTS.

J. PROVIDE 12" WIDE CONCRETE MOW STRIP UNDER CHAIN LINK AND DECORATIVE IRON FENCING, TYPICAL; REFER TO SPECIFICATION SECTION 32 13 13.

K. PROTECT ALL EXISTING TREES TO REMAIN. IF ROOTS ARE ENCOUNTERED, NOTIFY ARCHITECT AND OWNER AND REQUEST DIRECTION. ALL ROOTS NEEDING TO BE REMOVED SHALL BE CUT NEAT AND CLEAN WITH A SAW OR PRUNNING CLIPPERS.

L. COORDINATE NEW WORK WITH DEMOLITION WORK. VERIFY EXTENT OF DEMOLITION NEEDED AND CONNECTION OF NEW AND EXISTING WORK PRIOR TO START OF DEMOLITION.

M. NEW CONCRETE SHALL MATCH EXISTING, ADJACENT CONCRETE IN COLOR, TEXTURE AND PATTERN.

N. TRANSITION FROM NEW PAVING/FLATWORK TO EXISTING PAVING/FLATWORK SHALL BE FLUSH, EVEN, LEVEL AND WITH A NEAT, CLEAN, AND STRAIGHT EDGE.

O. THICKNESS OF NEW A.C. PAVING SHALL MATCH EXISTING A.C. PAVING, OR BE A THICKER SECTION.

P. SEE MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS FOR UTILITIES.

Q. REROUT AND RECONENCT EXISTING UTILITIES TO BE IN PROPER AND FULLY FUNCTIONAL WORKING ORDER.

R. COORDINATE LOCATION OF NEW SIGNAGE AND NEW CURBS WITH RESPECT TO (E) TREES, WITH ARCHITECT IN FIELD, PRIOR TO INSTALLATION.

S. REINSTALL LANDSCAPE AND IRRIGATION IN DEMOLISHED AREAS TO MATCH EXISTING, MODIFY LANDSCAPE AND IRRIGATION AT ADJUSTED AREAS AS REQUIRED.

T. INSTALL NEW BASE TO MATCH (E) BASE IF REQUIRED TO ACHIEVE PAVING ELEVATION AND SLOPE. NEW BASE SHALL BE COMPACTED TO 95%.

U. FOR SITE DETAILS REFER TO AS-601
V. FOR SITE SIGNAGE DETAILS REFER TO AS-603
W. FOR ADDITIONAL SITE DEMOLITION & CONSTRUCTION REFER TO SPECIFICATIONS (N) CONCRETE PAVING
(N) ASPHALT CONCRETE PAVING
(E) BUILDING

ASSUMED PROPERTY LINE

PROJECT AREA

LIMITS OF WORK
PATH OF TRAVEL (P.O.T.)
• AS INDICATED, IS A COMMON BARRIER FREE ACCESS ROUTE
• IS AT LEAST 48" WIDE.
• NO ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL.
• THE PATH SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. • PASSING SPACES (11B-403.2) AT LEAST 60"x60" ARE LOCATED NOT MORE THAN 200' APART. • PARTS OF P.O.T. WITH CONTINUOUS GRADIENTS HAVE 60" LEVEL AREAS (11B-403.7) NOT MORE THAN 400' APART.
• THE CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED.
• (POT) SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (11B-307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80" (11B-307).
• ARCHITECT SHALL VERIFY PATH OF TRAVEL CONFORMS WITH THE ABOVE.

LANDSCAPING

EXPANSION JOINT PER

CONTROL JOINT PER
7 AS-601
3 AS-601

FENCE LINE
FH
FDC

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

LEGEND - SITE PLAN
DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE

SUITABLE FOR ANY SITE OTHER THAN THE ONE

FOR WHICH THEY WERE SPECIFICALLY
PREPARED. THE ARCHITECT DISCLAIMS

RESPONSIBILITY FOR THESE PLANS AND

SPECIFICATIONS IF THEY ARE USED IN WHOLE OR
IN PART AT ANY OTHER SITE. WRITTEN

DIMENSIONS ON THESE DRAWINGS SHALL HAVE
PRECEDENCE OVER SCALED DIMENSIONS.

ARCHITECT STAMP
REVISIONS #

CONSULTANT STAMP
City of Roseville Approval
2237 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
TEL (916) 786-8178
10/31/2024 12:03:20 PM C:\Users\kaleksandrov\OneDrive - Williams & Paddon\Documents\210015.01_CITY OF ROSEVILLE_DCWWTP ADMIN BLDG_A22_kaleksandrov4T455.rvt AS-104

SITE PLAN

CONSTRUCTION
PHASE 2

DCWWTP OPERATIONS

AND LAB BLDG
May 29, 2024
19six 210015.01
1800 Booth Road
Roseville, CA 95747

CITY OF ROSEVILLE - DCWWTP
311 VERNON ST
ROSEVILLE, CA 95768
90% CD - PERMIT SET
SITE PLAN - PHASE 2 Construction 1" = 20'-0"
1 ?
SHEET NOTES AS-104
1 APPROXIMATE EXTENTS OF PHASE 2
2 (N) ROADWAY, SEE CIVIL PLANS
3 (E) TREES TO REMAIN
4 (N) LANDSCAPE O/DEMOLISHED PAVING, SEE CIVIL AND LANDSCAPE PLANS 5 (N) MOW STRIPS W/LANDSCAPING, SEE LANDSCAPE PLAN
6 (N) LANDSCAPING PER LANDSCAPE PLANS
7 (E) FLAGPOLE TO REMAIN
8 (E) LANDSCAPING TO REMAIN; SEE CIVIL AND LANDSCAPE PLANS 9 (N) SITE LIGHTING, SEE ELECTRICAL PLANS
10 (E) COMM VAULT TO REMAIN, COORDINATE ALL WORK W/OWNER 11 BUILDING CANOPY, INSTALLATION PHASE AT DISCRETION OF GENERAL CONTRACTOR 12 (N) WATER FEATURE AND LANDSCAPING, SEE CIVIL AND LANDSCAPE PLANS 13 (N) CONC SEAT WALL, SEE CIVIL AND LANDSCAPE PLANS
14 (N) FLATWORK, SEE CIVIL PLANS
15 (N) ACCESSIBLE EVCS, SEE ELECTRIC PLANS
16 (N) SLURRY SEAL AT EXISTING ASPHALT
17 RESTRIPE (E) STALLS TO MATCH (N) STALLS
18 (N) PAVING, SEE CIVIL PLANS
19 (E) ACCESSIBLE STALL AND AISLE TO REMAIN
20 (F) EV STALLS
21 DRIVEWAY ACCES, REFER TO CIVIL PLANS

KEYNOTES
NO. DATE DESCRIPTION
2/28/25

BID SET (PRELIMINARY)
X
XXX
E
E
E
E
SS
SS SS
MAIN
ST.

PRIMARY CIR.

PRIMARY C RI .

M
A
I
N
S
T
.

MA
I
N
ST
.

EV-F
EV-F
EV-F
EV-F

EV-F EV-F EV-F
EV-C

EV-C EV-C EV-F EV-F EV-F EV-F EV-F EV-F

NO PARKING

NOPARKING

GNI DAOL
(N) CONCRETE PAVING
(N) ASPHALT CONCRETE PAVING
(E) BUILDING

ASSUMED PROPERTY LINE

PROJECT AREA

LIMITS OF WORK
PATH OF TRAVEL (P.O.T.)
• AS INDICATED, IS A COMMON BARRIER FREE ACCESS ROUTE
• IS AT LEAST 48" WIDE.
• NO ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL.
• THE PATH SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. • PASSING SPACES (11B-403.2) AT LEAST 60"x60" ARE LOCATED NOT MORE THAN 200' APART. • PARTS OF P.O.T. WITH CONTINUOUS GRADIENTS HAVE 60" LEVEL AREAS (11B-403.7) NOT MORE THAN 400' APART.
• THE CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED.
• (POT) SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (11B-307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80" (11B-307).
• ARCHITECT SHALL VERIFY PATH OF TRAVEL CONFORMS WITH THE ABOVE.

LANDSCAPING

EXPANSION JOINT PER

CONTROL JOINT PER
7 AS-601
3 AS-601

FENCE LINE
FH
FDC

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

LEGEND - SITE PLAN
AS-106 1
(E) BLDG
(E) S&H BLDG
(E) SHOP BLDG
(E) BLDG
(E) BLDG
6 32.17.K

32.12.A

32.92.A

32.13.D

32.17.C
5 32.17.A
1 2
4 11
10 32.92.A

32.13.D
8 3
2 9
7 12
13 14
1 32.17.F

32.17.F
15 16
16 16
5 5
14'-0"
R 10'
-0"
R 10'-0"
R
10'
-0" R 34'
-0"
24'-0"
R 10'-0"
R 12'-0"
R 40'-0"
R 25'
-10"
24'-0"
R 25'-0" R 25'-0"
9'-0"
18'-0"
18'-
0"
24'-0"
16'-0"
14'-0"
9'-0"
16'-0"16'-0"
TYP
9'-0"
24'-0"
R
5'-0"
R 4'
-6"
R 5'-0"
R
30'-0"
R 5'-0"
R 8'-0"
R 20'-0"
R 5'-0"
R 30'
-0"
R 5'-0"
2'-0"
24'-0" 24'-0" 25'-0"
ALIGN
R 2'
-0"
2 22
2 2
2 3

SITE PLAN GENERAL NOTES
A. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CBC, TITLE 24, AND ADA.

B. DIMENSIONS INDICATED ARE FOR PLAN REVIEW PURPOSES ONLY; REFER TO CIVIL DRAWINGS FOR HORIZONTAL CONTROL PLAN, DIMENSIONS, SLOPES, BUILDING LOCATIONS, STRUCTURAL PAVING SECTIONS, ETC. TO BE USED FOR CONSTRUCTION.

C. REFER TO CIVIL DRAWINGS FOR FINISH GRADES AND CONFIRM SLOPE PERCENTAGES AS HEREIN NOTED ARE NOT EXCEEDED.

D. VERIFY GRADES AND SLOPES IN FIELD WITH ARCHITECT DURING FORMING AND PRIOR TO CONCRETE OR A.C. PAVING INSTALLATION.

E. VERIFY AND COORDINATE IN FIELD DURING LAYOUT THAT NEW WORK HAS CLEARANCE FROM AND DOES NOT IMPACT EXISTING ITEM OR UTILITY, PRIOR TO START OF WORK.

F. A PAVED ALL-WEATHER FIRE ACESS ROAD DESIGNED TO CITY OF ROSEVILLE STANDARD SPECIFICATIONS, AND FIRE HYDRANTS

SHALL BE INSTALLED AND IN SERVICE PRIOR TO ANY COMBUSTIBLE CONSTRUCTION MATERIALS BEING BROUGHT ON SITE IN ACCORDANCE WITH [ENTER JURISDICTION] FIRE DEPARTMENT STANDARDS.

G. "EJ" DENOTES CONCRETE FLATWORK EXPANSION JOINT, TYPICAL.ALL JOINTS NOT IDENTIFIED AS "EJ" SHALL BE CONTROL JOINTS (CJ) TYPICAL, U.N.O.

H. FOR TYPICAL ASPHALT PAVING NOTES, REFER TO: CIVIL PLANS FOR TYPICAL CONCRETE FLATWORK PAVING NOTES, REFER TO: CIVIL PLANS I. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR OFF-SITE IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, CURB-GUTTERSIDEWALK, STREET LIGHTING AND LANDSCAPE IMPROVEMENTS.

J. PROVIDE 12" WIDE CONCRETE MOW STRIP UNDER CHAIN LINK AND DECORATIVE IRON FENCING, TYPICAL; REFER TO SPECIFICATION SECTION 32 13 13.

K. PROTECT ALL EXISTING TREES TO REMAIN. IF ROOTS ARE ENCOUNTERED, NOTIFY ARCHITECT AND OWNER AND REQUEST DIRECTION. ALL ROOTS NEEDING TO BE REMOVED SHALL BE CUT NEAT AND CLEAN WITH A SAW OR PRUNNING CLIPPERS.

L. COORDINATE NEW WORK WITH DEMOLITION WORK. VERIFY EXTENT OF DEMOLITION NEEDED AND CONNECTION OF NEW AND EXISTING WORK PRIOR TO START OF DEMOLITION.

M. NEW CONCRETE SHALL MATCH EXISTING, ADJACENT CONCRETE IN COLOR, TEXTURE AND PATTERN.

N. TRANSITION FROM NEW PAVING/FLATWORK TO EXISTING PAVING/FLATWORK SHALL BE FLUSH, EVEN, LEVEL AND WITH A NEAT, CLEAN, AND STRAIGHT EDGE.

O. THICKNESS OF NEW A.C. PAVING SHALL MATCH EXISTING A.C. PAVING, OR BE A THICKER SECTION.

P. SEE MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS FOR UTILITIES.

Q. REROUT AND RECONENCT EXISTING UTILITIES TO BE IN PROPER AND FULLY FUNCTIONAL WORKING ORDER.

R. COORDINATE LOCATION OF NEW SIGNAGE AND NEW CURBS WITH RESPECT TO (E) TREES, WITH ARCHITECT IN FIELD, PRIOR TO INSTALLATION.

S. REINSTALL LANDSCAPE AND IRRIGATION IN DEMOLISHED AREAS TO MATCH EXISTING, MODIFY LANDSCAPE AND IRRIGATION AT ADJUSTED AREAS AS REQUIRED.

T. INSTALL NEW BASE TO MATCH (E) BASE IF REQUIRED TO ACHIEVE PAVING ELEVATION AND SLOPE. NEW BASE SHALL BE COMPACTED TO 95%.

U. FOR SITE DETAILS REFER TO AS-601
V. FOR SITE SIGNAGE DETAILS REFER TO AS-603
W. FOR ADDITIONAL SITE DEMOLITION & CONSTRUCTION REFER TO SPECIFICATIONS DATE:

JOB NUMBER:

SHEET TITLE
DRAWN BY:

PROJECT OWNER & TITLE
SHEET NO.

DATE PLOTTED: FILE LOCATION:

THE ARCHITECT DOES NOT REPRESENT THAT

THESE PLANS OR THE SPECIFICATIONS ARE