Victorville City Council
February 21, 2023

Bear Valley Rd Luna Rd 45 mph
Luna Rd Palmdale Rd 50 mph
Palmdale Rd Seneca Rd 50 mph
Seneca Rd Hook Blvd 55 mph
Hook Blvd Mojave Dr 55 mph
Arlette Dr Seneca Rd Hook Blvd 45 mph
Arrowhead Dr. Nisqualli Rd 800’ south of Petite St 50 mph 800’ south of Petite St Green Tree Blvd 40 mph
Green Tree Blvd Camelback Dr 25 mph
Bear Valley Rd. Monte Vista Rd Hwy 395 60 mph
Hwy 395 Amethyst Rd 55 mph
Amethyst Rd Dunia 50 mph
Dunia Cottonwood Ave 40 mph
Cottonwood Ave Cypress Ave 50 mph
Cypress Ave 2nd Ave 50 mph
2nd Ave Apatite Ave 50 mph
Apatite Ave Spring Valley Pkwy 50 mph
Spring Valley Pkwy E. City Limit 50 mph
Burning Tree Dr. Yates Rd Molino Dr 25 mph
Cantina Dr. Bear Valley Rd Durango Dr 50 mph
Durango Dr La Mesa Rd 50 mph
Civic Dr. Amargosa Rd Seneca Rd 35 mph
Seneca Rd Roy Rogers Dr 45 mph
Clovis St. El Evado Rd Llanada Ave 25 mph
Cobalt Rd. Sycamore St Bear Valley Rd 40 mph
Bear Valley Rd La Mesa Rd 40 mph
Luna Rd Palmdale Rd 40 mph
Cottonwood Ave. Bear Valley Rd Mariposa Rd 45 mph
Crestview Dr. Hesperia Rd Brentwood Dr 25 mph
Diamond Rd Hook Blvd Mojave Dr 40 mph
Dos Palmas Rd. Fuchsia Ln HWY 395 45 mph
Mesa Linda to Cobalt Rd 45 mph
Cobalt Rd Amethyst Rd 45 mph
Eagle Ranch Pkwy Bear Valley Rd Honeybear Ln 45 mph
Ordinance No. 2434

Honeybear Ln Mesa Linda Ave 35 mph
Mesa Linda Ave Cantina Dr 40 mph
El Evado Rd. Northstar Ave La Mesa Rd 45 mph
La Mesa Rd Luna Rd 45 mph
Palmdale Rd Seneca Rd 45 mph
Seneca Rd Mojave Dr 50 mph
Mojave Dr Hopland St 50 mph
Hopland St Haverhill St 25 mph
El Rio Rd. La Mesa Rd Dos Palmas Rd 35 mph
Eleventh St. Verde St 1250' n/o Verde St 25 mph
1250' n/o Verde St D St 35 mph
Eucalyptus St Mesa Linda St Cloverly Ave 45 mph
Fifth Ave. Bear Valley Rd Silica Dr 40 mph
First Ave. Bear Valley Rd Jasmine St 35 mph
Jasmine St Nisqualli Rd 35 mph
Nisqualli Rd Green Tree Blvd 35 mph
Green Tree Blvd. 7th St 400’ east of
Wimbleton
40 mph
400’ east of Wimbleton Hesperia Rd 50 mph
Hesperia Rd. Bear Valley Rd Jasmine St 40 mph
Jasmine St Nisqualli Rd. 50 mph
Nisqualli Rd. Verde St 50 mph
Verde St D St 35 mph
Hollyvale St. Eucalyptus St Sycamore St 35 mph
Hook Blvd. Topaz Rd Amethyst Rd 50 mph
Amethyst Rd El Evado Rd 40 mph
El Evado Rd Amargosa Rd 50 mph
Hopland St. El Evado Rd Llanada Rd 35 mph
Hughes Rd. La Paz Dr Rodeo Dr 40 mph
Rodeo Dr Hesperia Rd 30 mph
Industrial Blvd. Bear Valley Rd Silica Rd 45 mph
Jade Rd. Bear Valley Rd La Mesa Rd 40 mph
Jasmine St. 2nd Ave Hesperia Rd 40 mph
Hesperia Rd Industrial Blvd 45 mph
La Mesa Rd Mesa View Dr Hwy 395 45 mph
Ordinance No. 2434

Hwy 395 Amargosa Rd 45 mph
La Paz Dr. Pebble Beach Dr Roy Rogers Dr 35 mph
Roy Rogers Dr Mojave Dr 40 mph
Mojave Dr Colina St 35 mph
Colina St northerly end 25 mph
Luna Rd. Mesa View Dr. Hwy 395 40 mph
Hwy 395 Mesa Linda Ave 40 mph
Mesa Linda Ave Amethyst Rd 40 mph
Amethyst Rd El Evado Rd 40 mph
El Evado Rd Amargosa Rd 40 mph
Mall Blvd. Bear Valley Rd Mall driveway 25 mph
Mariposa Rd. Bear Valley Rd Nisqualli Rd 45 mph
Nisqualli Rd 7th St 50 mph
Mc Art Rd. Palmdale Rd Seneca Rd 40 mph
Mesa Linda Ave. Eagle Ranch Pkwy La Mesa Rd 40 mph
La Mesa Rd Luna Rd 45 mph
Luna Rd Dos Palmas Rd 40 mph
Mesa Linda St Eucalyptus St Sycamore St 40 mph
Mesa View Dr. Olivine Rd Dos Palmas Rd 45 mph
Mojave Dr. Hwy 395 East Trail 60 mph
East Trail Ashley Glen Dr 50 mph
Ashley Glen Dr Amargosa Rd 50 mph
Amargosa Rd Condor Rd 50 mph
Condor Rd 6th St 40 mph
6th St Victor St 30 mph
National Trails
Hwy.

I-15 Mojave River 50 mph
Nisqualli Rd. Mariposa Rd Hesperia Rd 50 mph
Northstar Ave. San Ysidro St El Evado Rd 35 mph
Old Ranch Rd. Sycamore St Amethyst Rd 25 mph
Pacoima Rd. Bear Valley Rd Luna Rd 40 mph
Pahute Rd Ridgecrest Rd Spring Valley Pkwy 40 mph
Petaluma Rd. Bear Valley Rd Northstar Ave 35 mph
Phantom Rd. East Air Expressway Perimeter Rd 60 mph
Perimeter Rd Nevada Ave 60 mph
Ordinance No. 2434

Phantom Rd. West Air Expressway Nevada Ave 55 mph
Rancho Road. El Evado Rd Village Dr 40 mph
Village Dr Desert Willow St 45 mph
Redrock Rd Eagle Ranch Pkwy Topaz Rd 35 mph
Reno Loop Dr. (N) Hook Blvd East Trail 40 mph
Reno Loop Dr. (S) Hook Blvd Hook Blvd 35 mph
Ridgecrest Rd. Bear Valley Rd Pahute Rd 45 mph
Pahute Rd Yates Rd 55 mph
Rodeo Dr. Green Tree Blvd Seneca Rd 40 mph
Seneca Rd Victor St 35 mph
Roy Rogers Dr. Amargosa Rd Civic Dr 45 mph
Civic Dr La Paz Dr 45 mph
Second Ave. Bear Valley Rd Jasmine St 45 mph
Seneca Rd. Amethyst Rd El Evado Rd 50 mph
El Evado Rd Civic Dr 40 mph
La Paz Dr Hesperia Rd 45 mph
Seventh Ave. Bear Valley Rd Nisqualli Rd 45 mph
Seventh St. Mariposa Rd Center St 40 mph
Center St D St 35 mph
Shay Rd. Phantom East end (sewer plant) 55 mph
Shooting Star Dr. Bear Valley Rd Northstar Ave 40 mph
Silica Rd. Seventh Ave Hesperia Rd 35 mph
Hesperia Rd Industrial Blvd 50 mph
Spring Valley
Pkwy.

Bear Valley Rd Pahute Rd 40 mph
St Andrews Dr. Green Tree Blvd Lorene Dr 40 mph
Stoddard Wells Rd. D St I-15 Fwy 50 mph
I-15 Fwy Dante St 45 mph
Dante St Dump Rd 55 mph
Sycamore St. Hwy 395 Topaz Rd 40 mph
Topaz Rd Amethyst Rd 45 mph
Tamarisk Rd Bear Valley Rd Pahute Rd 40 mph
Third Ave. Silica Dr Nisqualli Rd 40 mph
Nisqualli Rd Green Tree Blvd 45 mph
Topaz Rd. Eucalyptus Sycamore St 45 mph
Ordinance No. 2434

Bear Valley Rd Redrock Ave 50 mph
Redrock Ave Luna Rd 50 mph
Luna Rd Dos Palmas Rd 50 mph
Valley Center Dr. 7th St La Paz Dr 35 mph
Village Dr. Mojave Dr Tawney Ridge Ln 45 mph
Tawney Ridge Ln Amargosa Rd 50 mph
Amargosa Rd Air Expressway 55 mph
Yates Rd. Mariposa Rd Green Tree Blvd 45 mph
SECTION 2. CEQA Exemption Finding
T
he City Council finds that this ordinance is not subject to review under the California Environmental Quality Act (“CEQA”) pursuant to Sections 15060(c)(2), 15060(c)(3), and/or 15061(b)(3) of the State CEQA Guidelines (California Code of Regulations, Title 14, Chapter 3).

The adoption of the speed limit amendments is being made pursuant to the California Vehicle Code and supported by required Engineering and Traffic Surveys and therefore will not result in a direct or reasonably foreseeable indirect physical change in the environment; is not considered a “project” under CEQA Guidelines Section 15378; and /or can be seen with certainty to have no possibility of a significant impact on the environment.

SECTION 3. Severability
T
he City Council declares that, should any provision, section, paragraph, sentence, or word of this Ordinance be rendered or declared invalid by any final court action in a court of competent jurisdiction or by reason of any preemptive legislation, the remaining provisions, sections, paragraphs, sentences or words of this Ordinance as hereby adopted shall remain in full force and effect.

SECTION 4. Effective Date
T
his Ordinance shall take effect thirty (30) days after its final passage.

SECTION 5. Repeal of Conflicting Provisions
A
ll provisions of the Victorville Municipal Code as heretofore adopted by the City Council that are in conflict with the provisions of this Ordinance are hereby repealed.

SECTION 6. Certification
T
he City Clerk shall certify to the passage of this Ordinance and shall cause the same to be published according to law.

Item Number: 12
City Council / Board of Directors
Consent Calendar
Meeting of: February 21, 2023
Submitted By:

Jorge Duran, Code Enforcement Official

Subject:

Code Compliance Department Activity Reports - FY2023 2nd Quarter, Code Compliance Animal Care & Control Divisions
Recommendation:

That the Honorable City Council review and file.

Fiscal Impact:

There is no fiscal impact associated with this action.

Strategic Plan Goal:

The item is related to Strategic Plan Goal B, Public Safety, as the activity reports provide statistical information on Code Compliance Department efforts relating to community enhancement and homeless outreach efforts, along with the care and control of animals.

Discussion:

The attached Code Compliance Department activity reports include information relating to compliance efforts for the 2nd Quarter for FY 2022/2023, (October 1 to December 31, 2022) related to land use, public nuisances, parking, homeless outreach and clean-up efforts, animal care and control programs, field activity, resident service calls and animal licensing.

Attachments: A. Code Compliance Division Activity Report B. Animal Care & Control Division Activity Report

Attachment A

Current Staff Levels
• 1 Code Enforcement Official
• 2 Supervisors
• 7 Code Enforcement Officer II
(3 assigned to the Homeless Engagement Team)
• 2 Code Enforcement Officer I
• 3 Technicians
Fiscal Year 2023, Qt. 2, October 1—December 31
In this Quarterly Report
Completed Recruitments
• 1 Enforcement Manager
• 4 Code Enforcement Officer II
• 1 Code Enforcement Officer I
Enforcement Type Comparison Page 4
Staff Levels & Fiscal Year Stats Page 1
Case Types & Enforcement Tasks Page 2
Case Type Comparison Page 3
Rental Inspection Comparison Page 5
Business License Comparison Page 5
Homeless Outreach Page 7
Parking Enforcement Comparison Page 6

• CEBL - Business License
• CEPK - Parking
• CEWA - Weed Abatement
• CODE - Property Maintenance
Case Types & Enforcement Tasks

Case Type Comparison

Enforcement Type Comparison

Rental Inspection Comparison & Issued Business License Comparison

Parking Enforcement Comparison

Homeless Outreach Surveys 10/01/2022 - 12/31/2022
• 84 outreach surveys were completed in the field during this time period. • 18 people accepted shelter.
• 38 people moved voluntarily.
• 26 people refused to be sheltered.
• 2 outreach interactions resulted in PD action.
• During this time period, the average bed occupancy was 78 (92 total) and the average ken- nel occupancy for pets was 5 (11 total).

Fiscal Year 2023, Qt. 2
Encampment Locations - Shelter Offered

Attachment B
Staff Levels Page 1
Case Counts Page 1
Highlights Page 2
Dog Licenses Page 3
In this Quarterly Report:

Quarterly Update FY 2023/ Quarter 2

Current Staffing Levels
Filled Positions
2 Animal Care & Control Supervisors
4 Animal Control Officers
1 Animal Control Technicians

Open Position Status
1 Enforcement Manager (In Process)
1 Lead Animal Control Officer
(Hiring Soon)
1Animal Control Officer (Hiring Soon)
1 Animal Control Technician (Hiring Soon)

Animal Control Vehicles
4 Trucks - Active Fleet
1 Truck - In Process
Quarter 2 of the 2023 fiscal year has an 18% case creation increase over the previous year and a 65% increase over 2020 during the same quarter. 22 14
34 44
63 1365
1286
975
1362
1610
7398
1922
Animals
Microchipped
In 2022!
236
On January 1, 2022, California
SB 573 went into effect. This
bill prohibits public animal
control agencies and animal
shelters from releasing a dog
or cat to an owner seeking to
reclaim it, or adopting out,
selling, or giving away an
animal to a new owner -
unless the dog or cat is or will
be microchipped.

Statistics show that stray
dogs and cats with
microchips, 25% and 38%
respectively, are more likely
to reunited with their owners
than without a microchip.

As a benefit to our residents,
all dogs licensed in the City of
Victorville qualify for a free
AVID microchip through the
Animal Control Office.
3636
1549
359
.

Item Number: 13
City Council / Board of Directors
Consent Calendar
Meeting of: February 21, 2023
Submitted By:

William Racowschi, Interim Fire Chief

Subject:

Notice of Completion - Automated Gate Services, Inc.

Recommendation:

That the Honorable City Council (1) accept as complete and approve the Notice of Completion for the installation of automatic gates at Fire Station 312, 313, 314 and 315, Project CC22-088 and (2) authorize the City Manager to execute the Notice of Completion.

Fiscal Impact:

This action will result in the fiscal impact of $155,163.00. Retention in the amount of five percent (5%) was withheld from each pay estimate during construction for a total of $155,163.00. Retention will be released after City Council approval and the recording of the Notice of Completion.

Account No. Contract Amount 5% Retention
105-20110 $155,163.00 $7,758.15
An additional appropriation is not required. There are sufficient funds to cover the planned expenses.

Strategic Plan Goal:

Goal E. Invest in Infrastructure.

Background:

On March 1, 2022, Council approved the award of contract to Automatic Gate Services, Inc., in the amount of $155,163.00 for the installation of automatic gates at Fire Station 312, 313, 314 and 315. The purpose of the project was to secure City assets and Fire Department equipment, as well as protect the personal vehicles of employees. Further, it 2 9
5 4
would address liability to the City by restricting unauthorized access to the fire station grounds where many hazards exist, and someone could be injured.

Discussion:

On December 12, 2022, the Project was completed and inspected to the satisfaction of staff. The final cost of the Project was $155,163.00. Therefore, staff recommends the Honorable City Council accept as complete and approve the issuance of the Notice of Completion for the automatic gates as Fire Station 312, 313, 314 and 315, Project CC22- 088 and authorize the execution by the City Manager.

Staff remains available for any questions the Council may have.

Attachments: A. Notice of Completion

Attachment A
Notice of Completion – Automated Gate Services, Inc

RECORDING REQUESTED BY:

CITY OF VICTORVILLE

WHEN RECORDED MAIL TO:

CITY OF VICTORVILLE
ATTN: CITY CLERK
P.O. BOX 5001
VICTORVILLE, CA 92393-5001

Recording of this document is fee-exempt under Government SPACE ABOVE THIS LINE FOR RECORDER’S USE Code Section 6103. No Documentary Transfer Tax is due on the document pursuant to Revenue Taxation Code Section 11922

PUBLIC CONTRACT

NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN THAT:

1. The undersigned is OWNER or agent of the OWNER of the interest or estate stated below in the property hereinafter described.

2. The FULL NAME of the OWNER is CITY OF VICTORVILLE

3. The FULL ADDRESS of the OWNER is 14343 CIVIC DRIVE, VICTORVILLE, CA 92392 A work of improvement on the property hereinafter described was COMPLETED December 12, 2022

4. The work of improvement completed is described as follows: Automatic gates at Fire Station 312, 313, 314 and 315.

5. The NAME OF THE ORIGINAL CONTRACTOR, if any, for such work of improvement is Automated Gates Services, Inc.

6. The street address of said property is 15182 El Evado Road

7. Assessor’s Parcel Number: 3072-101-01

8. The property on which said work of improvement was completed is in the City of VICTORVILLE, County of SAN BERNARDINO, State of CALIFORNIA.

Verification of NON-INDIVIDUAL owner: I , Keith C. Metzler, the undersigned, declare under penalty of perjury under the laws of the State of California that I am the City Manager of the aforesaid interest or estate in the property described in the above notice; that I have read said notice, that I know and understand the contents thereof, and that the facts stated therein are true and correct.

at Victorville, California.

Date Keith C. Metzler, City Manager

CITY OF VICTORVILLE
Item Number: 14
City Council / Board of Directors
Consent Calendar
Meeting of: February 21, 2023
Submitted By:

Brian Gengler, City Engineer

Subject:

Seventh Avenue and Arrowhead Drive Capital Improvement Project Grant Funding Reimbursement
Recommendation:

That the Honorable City Council Adopt Resolution No. 23-010 to authorize the submittal of claims and requests for reimbursements from Transportation Development Act (TDA) Article 3 funds from the San Bernardino County Transportation Authority (SBCTA) and authorize the City Engineer to certify the completion of the project.

Fiscal Impact:

There will not be a fiscal impact resulting from this action. The TDA Article 3 funds discussed in this report are in the approved budget and an additional appropriation is not required. The budget account numbers, project and amount for these are shown in the table below.

Budget Account No. Project Amount
2334500-43110-60085 Arrowhead Dr. $124,800.00
2334500-43110-60118 Seventh Ave. $124,800.00
Total $249,600.00
Strategic Plan Goal:

This project aligns with Goal E, Strategy 1 in the City of Victorville Strategic Plan 2020- 2023, “Invest in Infrastructure” and “Implement the City’s Capital Improvement Program to meet community needs.” This project will result in investing in the City’s infrastructure by prolonging the useful life of pavement, and adding traffic lanes, bike lanes and sidewalk. This project was included in the City’s capital improvement program to meet the community’s needs for improved access for motor vehicles, bicycles, and pedestrians. 2 9
8 8
Background:

In 2016, the Engineering Department submitted an application for a TDA Article 3 Call for Projects for a Bicycle and Pedestrian Facilities grant. In 2017, the Engineering Department received a notification from SBCTA that the application was approved for funding in the amount of $249,600.00. In October of 2021, the City Council approved Resolution No. 21-103 to amend the 2021/2022 budget to appropriate the TDA funds from SBCTA to partially fund construction costs and awarded a construction contract to Sully-Miller Construction Co. On December 6, 2022, the City Council accepted the project as complete and authorized the recordation of the Notice of Completion.

Discussion:

To submit a reimbursement claim to SBCTA for the grant funds awarded and expended for in the Seventh Avenue and Arrowhead Drive Capital Improvement Project, SBCTA requires the City Council to adopt a project specific resolution to authorize the City to submit requests for reimbursements and to authorize the City Engineer to certify the completion of the project. Without the adoption of this resolution, the City will not receive a reimbursement of the grant funds from SBCTA. A resolution has been prepared which conforms to SBCTA’s requirements. The resolution reflects the title of the application submitted to SBCTA for the grant that was awarded, “Arrowhead Dr./7 th Ave Bike Lane and Sidewalk Project”.

Staff recommends that the Honorable City Council adopt Resolution No. 23-010 to authorize the submittal of claims and requests for reimbursements from TDA Article 3 funds from SBCTA and authorize the City Engineer to certify the completion of the project.

Staff remains available for any questions Council may have.

Attachments: A – Resolution No. 23-010
1 3
2 0
5 ATTACHMENT A
1 3
2 0
5 RESOLUTION NO. 23-010

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

VICTORVILLE, AUTHORIZING SUBMITTAL OF A CLAIM TO THE

SAN BERNARDINO COUNTY TRANSPORTATION AUTHORITY FOR
TRANSPORTATION DEVELOPMENT ACT ARTICLE 3 FUNDS FOR
ARROWHEAD DR/7th AVE BIKE LANE AND SIDEWALK PROJECT
WHEREAS, the Mills-Alquist-Deddeh Act (SB 325) was enacted by the California Legislature to improve existing public transportation services and encourage regional transportation coordination. Known as the Transportation Development Act (TDA) of 1971, this law provides funding to be allocated to transit and non-transit related purposes that comply with regional transportation plans; and
WHEREAS, TDA provides two funding sources, the Local Transportation Fund (LTF) and State Transit Assistance fund (STA); and
WHEREAS, LTF is derived from a ¼ cent of the general sales tax collected statewide and apportioned by population to areas within the county; and WHEREAS, STA is derived from the statewide sales tax on diesel fuel, plus an additional vehicle registration fee authorized under Senate Bill 1, referred to as the State of Good Repair, and both are apportioned by the State Controller’s Office 50% by population and 50% by transit operator revenues; and
WHEREAS, the San Bernardino County Transit Authority (SBCTA) authorizes funding for a wide variety of transportation programs in San Bernardino County, including planning and program activities, pedestrian and bicycle facilities, community transit services, public transportation, and bus and rail projects to local transportation agencies through annual apportionment and allocation processes, and approves payments periodically throughout the year; and
WHEREAS, SBCTA awarded the City of Victorville, TDA Article 3 grant funds in the amount of $249,600.00 for development of the Arrowhead Dr./7 th Ave Bike Lane & Sidewalk project within the City of Victorville jurisdiction through a competitive “Call for Projects”; and WHEREAS, TDA Article 3 grant funds are provided on a reimbursement basis; and WHEREAS, SBCTA requires the City of Victorville to submit a claim and request(s) for reimbursement; and
WHEREAS, submittal of the claim for TDA Article 3 funds must be first authorized by the Council; and
1 3
2 0
5 WHEREAS, the Arrowhead Dr/7 th Ave Bike Lane and Sidewalk Project award is over $200,000.00, and is eligible for progress reimbursement or for reimbursement at project completion; and
WHEREAS, SBCTA requires the designation of individuals authorized to certify Project completion; and
WHEREAS, the City Engineer, or their designee, is authorized to certify project completion.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF VICTORVILLE DOES HEREBY RESOLVE AS FOLLOWS:

SECTION 1. The recitals set forth above are true and correct and are incorporated into this Resolution by reference together with any definitions set forth therein.

SECTION 2. The City Engineer is authorized to certify project completion.

SECTION 3. The City Engineer is further authorized to submit a claim and request for reimbursement(s) for TDA Article 3 funds for the Arrowhead Dr/7th Ave Bike Lane and Sidewalk Project in the amount of $249,600.00 on behalf of the City of Victorville.

SECTION 4. That this Resolution shall take effect immediately upon its adoption.

Item Number: 15
City Council / Board of Directors
Consent Calendar
Meeting of: February 21, 2023
Submitted By:

Keith C. Metzler, City Manager

Subject:

Substitution of Trustee and Deed of Reconveyance and Release of Declaration of Covenants, Conditions and Restrictions (CC&R’s) for Map Case No. 08-08-08 - Streeter Recommendation:

That Your Honorable City Council:
1) Approve the Substitution of Trustee and Deed of Reconveyance for MAP Case No. 08-08-08;
2) Approve the Termination and Release of Declaration of Covenants, Conditions, and Restrictions and Notice of Affordability Restrictions on Transfer of Property; 3) Authorize the execution thereof by the City Manager; 4) Accept the payoff of the loan receivable; and
5) Adopt Resolution No. CHAS 23-001, amending the annual budget for Fiscal Year 2022- 2023.

Fiscal Impact:

Approval of this item will result in an additional revenue appropriation of $58,348 as follows:

Budget Acct. No. 205-18121-89023 (CHAS NR Map) - $25,538 (Principal) 2053080-45110-89023 (CHAS Interest Income) - $32,810 (Interest) Revenue of the former Redevelopment Agency’s (RDA) housing loans now belong to the City as Housing Assets Successor (CHAS) and must be spent on affordable housing related items.

Strategic Plan Goal:

While approval of the additional appropriation results in an increase of revenue, the repayment of Mortgage Assistance Program loans is not referred to in the City of Victorville Strategic Plan.
2 9
6 9
Background:

The former Redevelopment Agency (RDA) Board authorized staff to provide down payment assistance to first time homebuyers with very low, low and moderate incomes.

On September 25, 2008, the RDA issued Amanda Streeter (herein referred to as the Participant) a Mortgage Assistance Program (MAP) Loan in the amount of $25,538. The MAP Loan is evidenced by the attached Deed of Trust and Promissory Note recorded against the property on October 10, 2008. Please refer to page two (2), paragraph one (1) of the Deed of Trust, which references the $25,538 assistance that was provided to the Participant.

To date, there are six (6) former RDA MAP loans left outstanding.

Discussion:

The City as Housing Assets Successor (CHAS) of the Victorville Redevelopment Agency has been requested by the Participant to reconvey the Deed of Trust that secured the MAP Loan received on September 25, 2008. According to Section 3 of the Promissory Note, the repayment of the MAP Loan required the Participant to pay the principal loan of $25,538 plus a portion of equity, known as the “Equity Share”, calculated at $32,810 to satisfy the term and reconvey the Deed of Trust that secured the MAP Loan. The Equity Share was calculated as the product of the Accumulated Equity multiplied by the Equity Share Percentage. The Equity Share Percentage is the percentage of the MAP Loan relative to the Property Purchase Price.

On December 15, 2022, the Participant paid off the principal and equity share balance totaling $58,348.00. Additionally, Elevated Escrow, Inc. has requested the release of the encumbrance of the Declaration of Covenants, Conditions and Restrictions (CC&R’s).

Pursuant to Article 5 of the CC&R’s, the release of the CC&R’s may be requested by the Homeowner or its successors provided all amounts due and payable to CHAS under the program have been paid. Therefore, staff has prepared the attached Termination and Release of CC&R’s and Notice of Affordability Restrictions on Transfer of Property.

Since the Participant has satisfied the terms of the Promissory Note and the Deed of Trust, staff is requesting your approval in executing the recording of the Substitution of Trustee and Deed of Reconveyance, approval in executing the Termination and Release of Declaration of Covenants, Conditions and Restrictions and Notice of Affordability Restrictions on Transfer of Property, and adoption of Resolution No. CHAS 23-001.

Staff remains available for any questions or comments you might have.

Attachments: A. Substitution of Trustee and Deed of Reconveyance B. Termination and Release of Declaration of Covenants, Conditions and Restrictions and Notice of Affordability Restrictions on Transfer of Property
C. Resolution No. CHAS 23-001
D. Original Deed of Trust and Promissory Note

Attachment A

Substitution of Trustee and Deed of Reconveyance

RECORDED REQUESTED BY AND
WHEN RECORDED RETURN TO:

CITY OF VICTORVILLE,
a Municipal Corporation,
as Successor to Housing Assets of the
Victorville Redevelopment Agency
ATTN: LESYENIA MARIN-PINEDA
P.O. BOX 5001
VICTORVILLE, CA 92393-5001
MAP Case No. 08-08-08
____________________________________________________________________________

APN: 0395-471-52

15465 Amber Pointe Drive
Victorville, CA 92394

SUBSTITUTION OF TRUSTEE AND FULL RECONVEYANCE

Whereas, AMANDA STREETER , was the original Trustor, First American Title Company, a California corporation, the original Trustee, and the former Victorville Redevelopment Agency, the original beneficiary, pu rsuant to that certain Deed of Trust executed by the original Trustor s, dated September 25, 2008, and recorded on October 10, 2008, as Instrument No. 2008-0455559 in the Official Records of San Bernardino County, in the State of California (“Deed of Trust”).

Whereas, the interests of the former Victorville Redevelopment Agency, as original Beneficiary, under the Deed of Trust were erroneously assigned to the Victorville Housing Trust pursuant to that certain Assignment and Assumption Agreement executed by the Successor Agency to the Victorville Redevelopment Agency and the Victorville Hous ing Trust, dated February 12, 2013 and recorded on March 12, 2013, in the Official Records as Instrument No. 2013-0102515 and subsequently reassigned to City of Victorville, a Municipal Corporation, as Successor to Housing Assets of the Victorville Redevelopment Agency pursuant to that certain Corrective Notice of Agreement of Assignment executed by the Successor Agency to the Victorville Redevelopment Agency and City of Victorville, a Municipal Corporation, as Successor to Housing Assets of the Victorville Redevelopment Agency, dated June 22, 2016 and recorded on June 27, 2016 , in the Official Records as Instrument No. 2016-0252520.

Whereas, the undersigned present beneficiary desires to substitute a new Trustee under said Deed of Trust in place and instead of First American Title Company , a California corporation.

Now therefore, the undersigned hereby substitutes themselves as Trustee under said Deed of Trust and DOES HEREBY RECONVEY, without warranty, to the person or persons legally entitled thereto, all right, title and interest heretofore acquired and now

held by said City of Victorville, a Municipal Corporation, as Successor to Housing Assets of the Victorville Redevelopment Agency, in and to the portion of the real property located in San Bernardino County, State of California, and described as follows: See EXHIBIT A.

[REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK]

IN WITNESS WHEREOF, the CITY OF VICTORVILLE, a Municipal Corporation, as Successor to Housing Assets of the Victorville Redevelopment Agency , has caused its duly authorized representative to acknowledge this instrument.

CITY OF VICTORVILLE, a
Municipal Corporation, as
Successor to Housing
Assets of the Victorville
Redevelopment Agency

Date:_______________ By: _______________________
Keith C. Metzler,
City Manager

ATTEST:

By: __________________________________
Jennifer Thompson,
City Clerk

EXHIBIT A TO SUBSTITUTION OF TRUSTEE AND FULL RECONVENANCE

LEGAL DESCRIPTION

All that real property located in the City of Victorville, San Bernardino County, State of California described as follows:

LOT 90 OF TRACT 14114, IN THE CITY OF VICTORVILLE, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 238 OF MAPS, PAGES 58 TO 62 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

APN: 0395-471-52

15465 Amber Pointe Drive
VICTORVILLE, CA 92394

State of California
County of San Bernardino

On __________ , before me, , Personally appeared Date Name and Title of the Officer

who proved to me on the basis of satisfactory
Name(s) of Signer(s)

evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature Place Notary Seal Above
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

Attachment B
Termination and Release of
Declaration of Covenants, Conditions, and Restrictions
and Notice of Affordability Restrictions
on Transfer of Property

RECORDING REQUESTED BY AND )
WHEN RECORDED MAIL TO: )
)

CITY OF VICTORVILLE )

DEPARTMENT OF ECONOMIC )

DEVELOPMENT )
14343 CIVIC DRIVE )
VICTORVILLE, CA 92392 )
RE: MAP # 08-08-08 )
Attn: Director of Economic Development )
________________________________________________________________________ SP

ACE ABOVE THIS LINE FOR RECORDER(S) USE
(EXEMPT FROM RECORDING FEES PURSUANT TO GOVERNMENT CODE SECTION 27383 and/or 6103) APN: 0395-471-52-0000
15465 Amber Pointe Drive
Victorville, CA 92394

TERMINATION AND RELEASE OF DECLARATION OF COVENANTS,

CONDITIONS AND RESTRICTIONS AND

NOTICE OF AFFORDABILITY RESTRICTIONS ON

TRANSFER OF PROPERTY
PLEASE TAKE NOTICE THAT the City of Victorville (the “City”), and the City’s Economic Development Department (“Economic Development”), are th e sole beneficiaries of that certain Declaration of Covenants, Conditions, and Restrictions executed by Economic Development on October 2, 2008 and recorded on October 10, 2008 as Instrument No. 2008-0455561 in the Official Records of San Bernardino County, California (the “Affordable Housing Restrictions”) , upon that certain real property identified in the Affordable Housing Restrictions and described in the attached Exhibit A (the “Property”). The Affordable Housing Restrictions were reco rded concurrently with the Notice of Affordability Restrictions on Transfer of Property, executed on October 2, 2008 by Economic Development and recorded on October 10, 2008 as Instrument No. 2008-0455562 in the Official Records of San Bernardino County, California (the “Notice of Affordability Restrictions on Transfer of Property”), attached as Exhibit B.

Pursuant to the terms of the Affordable Housing Restrictions, Economic Development shall execute a release of the encumbrances provided that the homeowner has repaid the MAP loan in full and remitted the equity share payment to the City of Victorville . As the preceding conditions have now been met, Economic Development hereby terminates the Af fordable Housing Restrictions and forever releases the encumbrances of the Affordabl e Housing Restrictions from the Property. Accordingly, the Notice of Affordability Restrictions on Transfer of Property is also terminated and released.

DAT
ED: _______________, 2023
TH

E ECONOMIC DEVELOPMENT DEPARTMENT OF THE CITY OF VICTORVILLE By:

Keith C. Metzler, City Manager

EXHIBIT A

TERMINATION AND RELEASE OF DECLARATION

OF COVENANTS, CONDITIONS AND RESTRICTIONS

PROPERTY LEGAL DESCRIPTION
All that real property located in the City of Victorville, San Bernardino County, State of California described as follows:

LOT 90 OF TRACT 14114, IN THE CITY OF VICTORVILLE, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP RECOR DED IN BOOK 238 OF MAPS,
PAGES 58 TO 62 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

APN: 0395-471-52
15465 Amber Pointe Drive
Victorville, CA 92394
S
tate of California
County of San Bernardino
On __________ , before me, , Personally appeared Date Name and Title of the Officer
w ho proved to me on the basis of satisfactory
Name(s) of Signer(s)
evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature Place Notary Seal Above
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

Exhibit B
Notice of Affordability
Restrictions on Transfer of Property

Attachment C
Resolution No. CHAS 23-001
RESOLUTION NO. CHAS 23-001

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

VICTORVILLE AS HOUSING ASSETS SUCCESSOR OF THE
VICTORVILLE REDEVELOPMENT AGENCY (“CHAS’)
AMENDING THE ANNUAL BUDGET FOR FISCAL YEAR 2022-
2023; APPROVING ADDITIONAL REVENUE
WHEREAS, the City Manager of the City of Victorville did heretofore submit to the City Council an estimate of the expenditures and revenues of the City departments and offices, together with a proposed budget for the fiscal year 2022-2023; and WHEREAS, copies of said budget were prepared and distributed to the City Council and approved by the City Council on June 21, 2022 and have been available for the inspection by the public in the office of the City Clerk of the City of Victorville; and WHEREAS, the City of Victorville Mortgage Assistance Program (MAP) was authorized and approved by the Victorville Redevelopment Agency on or around July 1997 to provi de assistance to very low, low, and moderate income homebuyers purchasing a home within the City of Victorville; and
WHEREAS, the Victorville Redevelopment Agency is now dissolved and the interest and functions of the former Victorville Redevelopment Agency have been assigned to the City of Victorville as Housing Assets Successor, pursuant to Resolution No. R-HF-16-001; and WHEREAS, the City of Victorville, as Successor to the Housing Assets of the Victorville Redevelopment Agency received repayment of the MAP loan issued to Amanda Streeter on September 25, 2008, MAP Case No. 08-08-08 in the amount of $58,348.00; and WHEREAS, a need to amend the budget is necessary to recognize the increase in budget revenue.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF VICTORVILLE DOES HEREBY RESOLVE AS FOLLOWS:

SECTION 1. That the annual budget for the fiscal year 2022-2023 for the City of Victorville be hereby amended to reflect an increase in budget revenue as shown below and as described in the corresponding agenda item dated February 21, 2023.

Account Amount Adjusted
205-18121-89023 (CHAS NR MAP) $25,538.00 (Principal)
2053080-45110-89023 (CHAS Interest Income) e) $32,810.00 (Interest) SECTION 2. That copies of such amended budget, certified by the City Clerk, shall be filed with the auditors of the City of Victorville and in the office of the City Clerk for public inspection and certified copies thereof shall be made available for use by the City departments, offices and subsidiary districts of the City.

Attachment D
Original Deed of Trust &
Promissory Note

EXHIBIT A TO DEED OF TRUST

TO PROMISSORY NOTE
Item Number: 16
City Council / Board of Directors
Written Communications
Meeting of: February 21, 2023
Submitted By:

Andre de Bortnowsky, City Attorney

Subject:

Adoption of proposed City Council Resolution No. 23-011 confirming increases to the Rate of Compensation for the Members of the Victorville Planning Commission Recommendation:

That the Honorable City Council:
(1) Review and Consider the Proposed Resolution Increasing the Victorville Planning Commission Rate of Compensation and Rescinding Resolution No. 06-156; and (2) Adopt Resolution No. 23-011
Fiscal Impact:

This will result in an increase in compensation from a maximum of $375 to $625 per month for members of the City of Victorville Planning Commission. Planning Commission meeting expense account 1004020-51140 has a budgeted amount of $11,000 for Fiscal Year 2022-2023 with $5,600 of the budget amount still available. Based on the projected Planning Commission meetings planned for the remainder of the fiscal year, an increase in the budget amount from $11,000 to $13,775 will be necessary during the upcoming Mid-Year Budget.

Background:

At the December 20, 2022 meeting, Councilmember Bob Harriman made a motion to bring an agenda item regarding Planning Commission stipends. The motion was seconded by Mayor Pro Tem Elizabeth Becerra and passed, with Councilmember Gomez voting “No”.

At the February 7, 2023 meeting, Mayor Debra Jones made a motion to increase the Victorville Planning Commission stipend to $400 for each regular meeting, $75 for each additional meeting, not to exceed $625 per month. The motion was seconded by Councilmember Bob Harriman and passed with Councilmember Gomez voting “No”. 3 0
0 9
Discussion:

The City Council has agreed to increase the Victorville Planning Commission Rate of Compensation as of the meeting of February 7, 2023. The prior compensation levels were set pursuant to Resolution No. 06-156, dated September 19, 2006. The proposed Resolution No. 23-011 confirms the Council’s decision to increase compensation levels as noted above and rescinds Resolution No. 06-156. The effective date of the compensation increase will be February 7, 2023, the date the City Council authorized the increase. The increase was justified based on the time and energy now required to prepare for and attend Planning Commission meetings.

Attachments: A. Resolution No. 23-011
Attachment A

RESOLUTION NO. 23-011

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF VICTORVILLE RESCINDING RESOLUTION NO 06-156 AND INCREASING THE RATE OF

COMPENSATION FOR MEMBERS OF THE VICTORVILLE PLANNING

COMMISSION
WHEREAS, the City Council of the City of Victorville previously adopted Resolution No. 06- 156 establishing the rate of compensation for Planning Commissioners; and
WHEREAS, at the City Council meeting of February 7
th, 2023, the City
Council considered increasing t he Planning Commission compensation based on the amount of time and energy that is now required to serve as a Planning Commissioner for the City.

NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF
VICTORVILLE DOES HEREBY RESOLVE AS FOLLOWS:

SECTION 1. The City Council of the City of Victorville has deemed it appropriate to increase compensation for the members of the Victorville Planning Commission based on the amount of time and energy it takes to serve as a Planning Commissioner for the City.

SECTION 2. The rate of compensation for each member of the Victo rville Planning Commission shall be Four Hundred Dollars ($ 400.00) for each regular meeting and Seventy-Five Dollars ($75.00) for each additional meeting, not to exceed Six Hundred Twenty-Five Dollars ($625.00) per month.

SECTION 3. Compensation for each member of the Victorville Planning Commission shall follow staff policy on all other reasonable expenditures incurred while in the performance of the duties of said Planning Commission.

SECTION 4. The effective date of commencing compensation for members of the Victorville Planning Commission as set forth in Section 2 shall be February 7 th, the date the City Council authorized increasing the Planning Commission compensation.

SECTION 5. Resolution No. 06-156 is hereby rescinded.

Item Number: 17
`
City Council / Board of Directors
Written Communications
Meeting of: February 21, 2023
Submitted By:

Brian Gengler, City Engineer

Subject:

Septic to Sewer Conversion Project – Purchase of Sewer Lift Station Recommendation:

That the Honorable City Council approve a General Services Provider Standard Agreement with ROMTEC Utilities for the design, fabrication, and delivery of a sewer lift station for the Willow Street Septic to Sewer Conversion Project, in an amount not to exceed $227,252.85.

Fiscal Impact:

This action will result in fiscal impact of $227,252.85. An additional appropriation is not required. Sufficient funds for these services were budgeted to cover the planned expenses. The account number, description, and the amount available are shown in table below:

Account Number Account Description Amount Available
4254500-55335-77438 Septic to Sewer
Conversion Project
$687,266.95
Strategic Plan Goal:

This item aligns with Goal E., Strategy 1 in the Strategic Plan, “Invest in Infrastructure” and “Implement the City’s Capital Improvement Program to meet community needs.” This project will result in investing in the City’s infrastructure expanding the sewer collection system. This project was included in the City’s capital improvement program to meet the community’s need for a reliable sewer collection system. 2 9
8 9
Background:

There were several sanitary sewer overflows (SSOs) from the City’s sewer collection system from March 2014 through June 2017. The Lahontan Regional Water Quality Board (Lahontan) issued an Administrative Civil Liability Complaint against the City related to these SSOs. In May of 2020, a settlement agreement between Lahontan and the City was approved which resulted in a $1,500,000 penalty. In accordance with the agreement, the City paid $750,000 to Lahontan.

The remaining $750,000 is being used for a Supplemental Environmental Project (SEP).

The City’s SEP is the Septic to Sewer Conversion Project within Old Town. The scope of this project involves connecting properties in the Old Town Specific Plan area which are currently on a septic system to the City’s sewer collection system. This SEP has a completion deadline of November 29, 2023, unless a time extension is granted by Lahontan. Staff has continued to work diligently to identify properties in the Old Town area which are not connected to City sewer; to date, only three properties have been identified.

In fact, investigations of the properties in Old Town have confirmed that nearly all the buildings are connected to sewer. After a building has been identified as not connected to City sewer, the property owner needs to sign an agreement to give the City’s contractor permission to perform the required work on the property. This work involves connecting the building to the City’s sewer system and removing the septic system. All the costs to connect a building to sewer will be paid by the City as part of this project. The costs include connecting to sewer; removing the septic system; City and VVWRA connection fees; City permit fees; and two years of the property owner’s monthly sewer bill after the connection has been made.

The first property to be identified with an onsite septic system was a church located at 16673 Avalon Avenue. This property was connected to the City sewer system using SEP funds, and the project was accepted as complete on October 10, 2022. The remaining two properties are single family homes which are on septic systems, and located at the end of Willow St., northeast of E St. Please refer to Attachment A, a location map.

Discussion:

The installation of sewer lift station will be required to be able to pump wastewater received from these two homes to the existing, relatively shallow, gravity sewer collection system within Willow Street. This lift station will be in a manhole with internal pumps which will pump wastewater through a pipe to an existing sewer manhole. From that manhole, the wastewater will flow into the City sewer collection system.

Engineering staff plans to use the same manufactured lift station design that has worked well at another location in the City for many years. In addition, a similar lift station designed and manufactured by ROMTEC Utilities is also being installed at the City’s Wellness Center within Old Town. Over the past few months, Engineering staff has been working with ROMTEC Utilities to finalize the design of the lift station. A preliminary design 2 9
8 9
has been reviewed by the Engineering staff to ensure that the lift station will operate and function as required.

Staff intends to use this vendor as a sole source to remain consistent with the other lift stations. Please refer to Attachment B, a sole source justification. ROMTEC Utilities is familiar with our scheduling needs to meet our construction deadline. The manufacturing of the lift station will take an estimated three months. This will satisfy the SEP deadline of November 29, 2023. ROMTEC Utilities submitted a price proposal which includes final design, manufacturing, and delivery which has been reviewed by Engineering staff. The price proposal is reasonable for the services to be provided by the vendor.

Staff recommends that the City Council approve a General Services Provider Agreement with ROMTEC Utilities for the purchase, manufacturing, and delivery of the sewer lift station for the Willow Street Septic to Sewer Conversion Project in an amount not to exceed $227,252.85. Please refer to Attachment C, the agreement.

Staff is available for any questions City Council may have.

Attachments: A. Location Map
B. Sole Source Justification
C. Agreement

ATTACHMENT A

ATTACHMENT B

ATTACHMENT C
1 General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089

GENERAL SERVICES PROVIDER STANDARD AGREEMENT

BY AND BETWEEN

THE CITY OF VICTORVILLE
AND
ROMTEC UTILITIES, INC.

FOR

FURNISH AND DELIVER WILLOW STREET SEPTIC CONVERSION
LIFT STATION, PROJECT NO. ESC23-089

THIS GENERAL SERVICES PROVIDER STANDARD AGREEMENT (hereinafter “Agreement”), is made and entered into by and between the City of Victorville , a municipal corporation located in the County of San Bernardino, State of California, hereinafter referred to as the “City”, and Romtec Utilities, Inc., a State of Oregon corporation, hereinafter referred to as “Service Provider .” City and Service Provider are sometimes hereinafter referred to individually as a “ Party” and collectively referred to as the “Parties.”

RECITALS:

WHEREAS, the City requires the manufacture of a Lift Station to be furnished and delivered in support of the Willow Street Septic Conversion; and

WHEREAS, such Lift Station is to be installed on the Project Site ( the “Site”) by an Independent General Contractor engaged by the City: and

WHEREAS, Service Provider is regularly engaged in the business of the off -site manufacture and fabrication of such Lift Stations, and by virtue of its experience is qualified to provide the manufactured Lift Stations required by the City; and

WHEREAS, in light of the facts set forth above, the City desires to retain the services of a qualified service provider to provide, on an independent contractor basis, the manufacture a Wastewater Lift Station to be furnished and delivered in support of the Victorville Wellness Center; and

NOW THEREFORE, IN CONSIDERATION OF THE COVENANTS, CONDITIONS, AND

PROMISES CONTAINED HEREIN AND FOR SUCH OTHER GOOD AND VALUABLE

CONSIDERATION, RECEIPT OF WHICH IS HEREBY ACKNOWLEDGED, THE PARTIES HERETO AGREE AS FOLLOWS:

Section 1. RECITALS

The Recitals set forth above are true and correct and are hereby incorporated into this Agreement by this reference, as though set forth fully herein.

Section 2. SCOPE OF SERVICES

Service Provider shall provide to the City those services set forth in the Scope of Services, attached hereto as Exhibit “A”, and incorporated as part of this Agreement by this reference.
2 General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089

Section 3. COMPENSATION

The City shall pay a total amount not to exceed Two Hundred Twenty-seven Thousand Two Hundred Fifty-two and 85 /100 DOLLARS ($227, 252.85) for the services rendered by Service Provider pursuant to this Agreement, subject to the provisions of Section 4.

Section 4. FEE SCHEDULE

The City shall pay Service Provider as provided in the Fee Schedule, attached hereto as Exhibit “B” and incorporated as part of this Agreement by this reference. The provisions of Exhibit “B” notwithstanding, in order to receive payments, Service Provider shall be required to submit to City monthly invoices detailing all services performed. Provided that services have been satisfactorily rendered, invoices shall be paid by the City approximately thirty (30) working days following receipt of Service Provider’s invoice.

Section 5. RESERVED

Section 6. TERM OF AGREEMENT

This Agreement shall be for an initial term of commencing on the date of full execution of the Agreement (the “Commencement Date”) and expiring on One Hundred Twenty Working Days from the Commencement Date (the “Termination Date”) (the “Term”) , unless terminated earlier pursuant to Section 21 of this Agreement. From and after the Termination Date, and upon subsequent agreement by the Parties , this Agreement may continue on a month-to-month basis until terminated pursuant to Section 21 below.

Section 7. INDEPENDENT CONTRACTOR STATUS

Service Provider shall at all times during the Initial Term of this Agreement , and (if applicable during any Option Periods), perform the services described in this Agreement as an independent contractor.

Section 8. REPRESENTATIONS AND ACKNOWLEDGMENTS
REGARDING INDEPENDENT CONTRACTOR’S STATUS OF

SERVICE PROVIDER

a. Service Provider represents and acknowledges the following:

(1) The City is not required to provide any training or legal counsel to Service Provider or its employees in order for Service Provider to perform the services described in this Agreement.
(2) Performance of the services described in this Agreement do not have to be integrated into the daily business operations of the City.

(3) The services described in this Agreement can be performed without the use of City equipment, materials, tools, or facilities, unless otherwise provided under a separate agreement.
(4) Nothing in this Agreement shall be interpreted to imply that the City must maintain any contractual relationship with Service Provider on a continuing basis after termination of this Agreement.

3 General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089

(5) The City will not be requested or demanded to assume any liability for the direct payment of any salary, wage, or other such compensation to any person employed by Service Provider to perform the services described in this Agreement.

(6) Service Provider shall not at any time or in any manner represent that it or any of its officers, employees, or agents are employees of the City. b. The City represents and acknowledges the following:

(1) Service Provider is solely responsible for determining who, under the supervision or direction of Service Provider, will perform the services set forth in this Agreement.

(2) The City will not hire, supervise , or pay any employees or assistants working for Service Provider pursuant to this Agreement. Nothing c ontained in this Agreement shall prevent the City from hiring Service Provider’s employees or assistants after termination of this Agreement.

(3) Nothing in this Agreement shall be interpreted to imply that Service Provider must maintain any contractual relationship with the City on a continuing basis after termination of this Agreement.

(4) It is the sole responsibility of Service Provider to set the hours in which Service Provider performs or plans to perform the services set forth in this Agreement.

(5) Service Provider is not required to devote full time to the business operations of the City in order to perform the services set forth in this Agreement.

(6) Unless deemed necessary under certain circumstances, Service Provider is not required to perform the services set forth in this Agreement at City Hall or on City -owned property.

(7) Nothing in this Agreement shall be interpreted to preclude Service Provider from working for other persons or firms, provided that such work does not create a conflict of interest.

Section 9. NOT AGENT OF THE CITY

a. Nothing contained in this Agreement shall be deemed, construed, or represented by the City or Service Provider or by any third person to create the relationship of principal and agent.

b. Service Provider shall have no authority, express or implied, to act on behalf of the City in any capacity whatsoever as an agent, nor shall Service Provider have any authority, express or implied, to bind the City to any obligation whatsoever.

Section 10. LICENSES AND PERMITS

Service Provider represents that it has obtained and will maintain at all times during the initial Term, and ( if applicable, during any Option Periods) of this Agreement all business licenses, including but not limited to a City of Victorville business license, certifications , or permits necessary for performing the services described in this Agreement.

4 General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089

Section 11. WARRANTY

Service Provider agrees to perform all services required by this Agreement in a workmanlike competent and satisfactory manner in accordance with the standards prevalent in the industry for such services.

Section 12. FAMILIARITY WITH WORK

Should Service Provider discover any latent or unknown conditions materially differing from those inherent in the services or as represented by the City , Service Provider shall immediately inform the City of such fact and shall not provide any services, except at Service Provider's risk, until written instructions are received from Brian Gengler, City Engineer, or his designee.

Section 13. CONFLICTS OF INTEREST

Service Provider covenants that it does not have any interest, nor shall it acquire any interest, directly or indirectly, which would conflict in any manner with the performance of Service Provider’s services under this Agreement. Service Provider further covenants that in the performance of services under this Agreement, no officer, employee or agent of Service Provider having such an interest shall be employed by it. In the event the City determines that Service Provider must disclose its financial interests by completing and filing a Fair Political Practices Commission Form 700, Statement of Economic Interests, Service Provider shall file such Form 700 with the City Clerk’s Office pursuant to the written instructions provided by the City Clerk.

Section 14. COMPLIANCE WITH LAWS

Service Provider shall comply with all local, state, and federal laws and regulations applicable to the services to be rendered hereunder, including any rule, regulation, or bylaw governing the conduct or performance of Service Provider or its employees, officers, or board members.

Section 15. COMMERCIAL GENERAL AND

AUTOMOBILE LIABILITY INSURANCE

a. Service Provider shall procure and maintain at its own expense, during the initial Term of this Agreement, and (if applicable, during any Option Periods), commercial general liability insurance, of not less than One Million Dollars ($1,000,000) per occurrence, and Two Million Dollars ($2,000,000) in the aggregate, for bodily injury, personal injury, death, loss , or damage resulting from the wrongful or negligent acts by Service Provider or its officers, employees, servants, volunteers, and agents and independent contractors.

b. Service Provider shall further procure and maintain, at its own expense, during the initial Term of this Agreement , and (if applicable, during any Option Periods) commercial vehicle liability insurance covering personal injury and property damage, of not less than One Million Dollars ($1 ,000,000) combined single limit , covering any vehicle utilized by Service Provider or its officers, employees, servants, volunteers , agents and independent contractors in performing the services required by this Agreement.

5 General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089

Section 16. WORKERS' COMPENSATION INSURANCE

a. Service Provider shall procure and maintain at its own expense, during the initial Term of this Agreement, and (if applicable, during any Option Periods), workers' compensation insurance, providing coverage as required by the California State Workers' Compensation Law.

b. If any class of employees employed by the Service Provider pursuant to this Agreement is not protected by the California State Workers' Compensation Law, Service Provider shall provide adequate insurance for the protection of such employees to the satisfaction of the City.

Section 17. RESERVED

Section 18. ADDITIONAL INSURED

Notwithstanding any inconsistent statement in any required insurance policies or any subsequent endorsements attached thereto, all insurance policies, except for the Workers' Compensation policy, shall be endorsed to name the City and its officers, employees, servants, volunteers, agents and independent contractors, including, without limitation, the City Attorney, as Additional Insureds.

Section 19. WAIVER OF SUBROGATION RIGHTS

Service Provider shall require the carriers of all required insurance policies to waive all rights of subrogation against the City and its officers, employees , servants, volunteers, agents, and independent contractors and subcontractors. Each policy of insurance shall be endorsed to reflect such waiver.

Section 20. PROOF OF INSURANCE COVERAGE;

REQUIRED ENDORSEMENTS

a. Service Provider shall secure from a good and responsible company or companies authorized to transact insurance business in the State of California, the policies of insurance required by this Agreement and furnish to the City Clerk certificates of insuranc e evidencing the required coverage, and policy endorsements at least one (1) business day prior to the commencement of any services to be performed under this Agreement.

b. The policies and certificates of insurance shall be endorsed to provide that in the event of cancellation or amendment of any required insurance policy for any reason whatsoever, the City shall be notified by mail, postage prepaid, not less than thirty (30) days before the cancellation or amendment is effective. In the case of cancellation for non-payment, ten (10) days advance written notice shall be given.

c. Each policy and certificate of insurance shall be endorsed to provide that the policy shall not be terminated or expire without first providing thirty (30) days written notice to the City of such termination or expiration.

d. Each policy and certificate of insurance shall be endorsed to provide that the policy will be maintained throughout the Initial Term, and (if applicable during any Option Periods) of this Agreement.

6 General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089

e. The commercial general liability and vehicle liability policies shall be endorsed to contain the following provision: “For any claims related to this Agreement, Service Provider’s coverage shall be primary with respect to the City. Any insurance maintained by the City shall be in excess of Service Provider’s insurance and shall not contribute with it.”

Section 21. TERMINATION OR SUSPENSION

a. This Agreement may be terminated or suspended without cause by either Party at any time, provided that the Party initiating the termination provides the other Party at least thirty (30) days advance written notice of such termination or suspension. In the event of such termination, the City shall only be liable for payment under the payment provisions of t his Agreement for satisfactory services rendered or supplies actually furnished prior to the effective date of termination.

b. This Agreement may be terminated or suspended with cause by either Party at any time, provided that the Party initiating termination provides the other Party at least ten (10) days advance written notice of such termination or suspension. In the event of such termination, the City shall only be liable for payment under the payment provisions of this Agreement for satisfactory service s rendered or supplies actually furnished prior to the effective date of termination.

Section 22. TIME OF THE ESSENCE

Time is of the essence in the performance of this Agreement.

Section 23. INDEMNIFICATION

a. Service Provider shall defend, indemnify, and hold harmless the City, its officers, employees, representatives, and agents, from and against those actions, suits, proceedings, claims, demands, losses, costs, and expenses, including legal costs and attorney’s fees, for any personal injuries, deaths, or property damage (including property owned by the City), which may arise out of Service Provider's negligence or willful misc onduct in the performance of the services described in this Agreement, unless such losses or damages are proven to be caused by the City's own negligence or willful misconduct, or that of its officers or employees.

b. The City does not and shall not waive any rights that it may have against Service Provider under this Section, because of the acceptance by the City, or the deposit with the City, of any insurance policy or certificate required pursuant to this Agreement. The hold harmless and indemnification provisions of this Section shall apply regardless of whether said insurance policies are determined to be applicable to the claim, demand, damage, liability, loss, cost , or expense described herein.

Section 24. REPORTS

Upon request by Brian Gengler, City Engineer, or his designee, Service Provider shall prepare and submit reports to the City concerning Service Provider's performance of the services required by this Agreement.

7 General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089

Section 25. RECORDS

a. Service Provider shall keep such books and records as shall be necessary to perform the services required by this Agreement and enable Brian Gengler, City Engineer, or his designee, to evaluate the cost and the performance of such services.

b. Books and records pertaining to costs shall be kept and prepared in accordance with generally accepted accounting principles.

c. Brian Gengler, City Engineer, or his designee, shall have full and free access to such books and records at all reasonable times, including the right to inspect, copy, audit, and make records and transcripts from such records.

d. Records and supporting documents pertaining to the use of funds paid to Service Provider hereunder shall be retained by Service Provider and made available to Brian Gengler, City Engineer, or his designee, for purposes of performing an audit for a period of five (5) years from the date of termination of this Agreement.

Section 26. RESERVED

Section 27. CONFIDENTIALITY

a. Any and all documents and information obtained from the City or prepared by Service Provider for the City shall be kept strictly confidential unless otherwise provided by applicable law. All City data, documents and information shall be returned to City upon termination of the Agreement.

b. Any drawings, specifications, reports, records, documents , or other materials prepared by Service Provider in the performance of services under this Agreement shall not be released publicly without the prior written approval of Brian Gengler, City Engineer , or his designee, or as required by applicable law.

c. Service Provider shall not disclose to any other entity or person any information regarding the activities of the City, except with the prior written approval of Brian Gengler, City Engineer, or his designee, or as required by applicable law.

Section 28. PRINCIPAL REPRESENTATIVES

a. Dayna Lewis, Corporate Controller , is designated as the principal representative of Service Provider for purposes of communicating with the City on any matter associated with the performance of the services set forth in this Agreement.

b. Brian Gengler, City Engineer, or his designee, shall be the principal representative(s) of the City for purposes of communicating with Service Provider on any matter associated with the performance of the services set forth in this Agreement.

c. Either Party may designate another individual as its principal representative by giving written notice of such designation to the other Party.

8 General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089

Section 29. MODIFICATIONS AND AMENDMENTS

This Agreement may be modified or amended only by a written instrument signed by both Parties.

Section 30. ENTIRE AGREEMENT

a. This Agreement supersedes any and all prior or contemporaneous agreements, either oral or written, between the City and Service Provider with respect to the subject matter of this Agreement.

b. This Agreement contains all of the covenants and agreements between the Parties with respect to the subject matter of this Agreement, and each Party to this Agreement acknowledges that no representations, inducements, promises, or agreements have been made by or on behalf of any Party, except those covenants and agreements in this Agreement.

c. No agreement, statement, or promise with respect to the subject matter of this Agreement, which is not contained in this Agreement, or in a valid modification or amendment to this Agreement, shall be valid or binding on either Party.

Section 31. AMBIGUITIES

This Agreement is in all respects intended by each Party hereto to be deemed and construed to have been jointly prepared by the Parties and the Parties hereby expressly agree that any uncertainty or ambiguity existing herein shall not be interpreted against either of them.

Except as expressly limited by this paragraph, all of the applicable rules of interpretation of contract shall govern the interpretation of any uncertainty or ambiguity of this Agreement.

Notwithstanding the foregoing, the Parties agree that Exhibits “A” and “B” are attached hereto for reference purposes and to the extent there are any ambiguities, inconsistencies or conflicts between the terms of this General Services Provider Standard Agreement and Exhibits “A” and “B” the terms of this General Services Provider St andard Agreement shall control and nothing set forth in Exhibits “A” and “B” shall be deemed to supersede any of the provisions of this General Services Provider Standard Agreement.

Section 32. NOTICES

a. Any notice to be provided pursuant to this Agreement shall be in writing, and all such notices shall be delivered by personal service or by deposit in the United States mail, certified or registered, return receipt requested, with postage prepaid, and addressed to the Parties as follows:

To the City: Brian Gengler, City Engineer
Engineering Department
City of Victorville
14343 Civic Drive
Victorville, CA 92392

9 General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089

To Provider: Dayna Lewis, Corporate Controller
Romtec Utilities, Inc.
18240 North Bank Rd.

Roseburg, OR 97470

b. Notices, payments, and other documents shall be deemed delivered upon receipt by personal service or as of the second (2nd) day after deposit in the United States mail.

Section 33. NON-LIABILITY OF CITY OFFICERS

AND EMPLOYEES

No officer or employee of the City shall be personally liable to Service Provider, or any successor in interest, in the event of any default or breach by the City or for any amount , which may become due to Service Provider or to its successor (s), or for any breach of any obligation of the terms of this Agreement.

Section 34. REVIEW BY ATTORNEYS

Each Party hereto has had its attorney (s) review this Agreement and all related documents. Each Party hereto has consulted with its attorney (s) and has negotiated the terms of this Agreement based on such consultation.

Section 35. WAIVER

a. No waiver shall be binding unless executed in writing by the Party making the waiver.

b. No waiver of any provision of this Agreement shall be deemed, or shall constitute, a waiver of any other provision, whether similar, nor shall any such waiver constitute a continuing or subsequent waiver of the same provision.

c. Failure of either Party to enforce any provision of this Agreement shall not constitute a waiver of the right to compel enforcement of such provision or any of the remaining provisions of this Agreement.

Section 36. ASSIGNMENT

This Agreement shall not be assigned by either Party without prior written consent of the other Party.

Section 37. CARE OF WORK

The performance of services by Service Provider or the payment of money by the City shall not relieve Service Provider from any obligation to correct any incomplete, inaccurate, or defective work at no further cost to the City, when such incomplete, inaccurate or defective work is due to the negligence of Service Provider.

10 General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089

Section 38. CAPTIONS AND HEADINGS

The captions and headings contained in this Agreement are provided for identification purposes only and shall not be interpreted to limit or define the content of the provisions described under the respective caption or heading.

Section 39. SUCCESSORS, HEIRS, AND ASSIGNS

Except as otherwise expressly provided herein, this Agreement shall be binding upon the successors, endorsees, assigns, heirs, and personal representatives of each of the Parties to this Agreement and, likewise, shall inure to the benefit of the successors, endorsees, assigns, heirs, and personal representatives of each of the Parties.

Section 40. GENDER

In this Agreement, unless the context clearly requires otherwise, the masculine, feminine and neuter genders and the singular and the plural shall include one another.

Section 41. SEVERABILITY

If any one or more of the sentences, clauses, paragraphs , or sections contained herein is declared invalid, void, or unenforceable by a court of competent jurisdiction, the same shall be deemed severable from the remainder of this Agreement and shall not affect, impair , or invalidate any of the remaining sentences, clauses, paragraphs, or sections contained herein.

Section 42. GOVERNING LAW

The validity of this Agreement and any of its terms or provisions, as well as the rights and duties of the Parties under this Agreement, shall be construed pursuant to and in accordance with California law.

Section 43. DEFAULT

a. Failure or delay by any Party to this Agreement to perform any material term or provision of this Agreement shall constitute a default under this Agreement; provided however, that if the Party who is otherwise claimed to be in default by the other Party commences to cure, correct, or remedy the alleged default within fifteen (15) days after receipt of written notice specifying such default and shall diligently complete such cure, correction, or remedy, such Party shall not be deemed to be in default hereunder.

b. The Party claiming that a default has occurred shall give written notice of default to the Party in default, specifying the alleged default. Delay in giving such notice shall not constitute a waiver of any default nor shall it change the time of default; provided, however, the injured Party shall have no right to exercise any remedy for a default hereunder without delivering the written default notice, as specified herein.

c. Any failure or delay by a Party in asserting any of its rights or remedies as to any default shall not operate as a waiver of any default or of any rights or remedies associated with a default.

11 General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089

d. In the event that a default by any Party to this Agreement may remain uncured for more than fifteen (15) days following written notice, as provided above, the injured Party shall be entitled to seek any appropriate remedy or damages by initiating legal proceedings.

Section 44. CUMULATIVE REMEDIES

Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the Parties are cumulative and the exercise by either Party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default of any other default by the other Party.

Section 45. VENUE

All proceedings involving disputes over the terms, provisions, covenants , or conditions contained in this Agreement and all proceedings involving any enforcement action related to this Agreement shall be initiated and conducted in the applicable court or forum in San Bernardino County, California.

Section 46. A TTORNEYS’ FEES

In the event any action, suit , or proceeding is brought for the enforcement of, or the declaration of any right or obligation pursuant to this Agreement , or as a result of any alleged breach of any provision of this Agreement, the prevailing Party in such suit or proceeding shall be entitled to recover its costs and expenses, including reasonable attorneys ’ fees, from the losing Party, and any judgment or decree rendered in such a proceeding shall include an award thereof.

Section 47. EFFECTIVENESS OF AGREEMENT

This Agreement shall not be binding upon the City, until signed by the authorized representative(s) of Service Provider, approved by the City’s Risk Manager, and executed by the authorized City personnel or Mayor.

Section 48. REPRESENTATIONS OF PARTIES AND

PERSONS EXECUTING AGREEMENT

a. Each of the Parties to this Agreement hereby represents that all necessary and appropriate actions of their governing bodies have been taken to make this Agreement a binding obligation of each of the Parties hereto.

b. The persons executing this Agreement warrant that they are duly authorized to execute this Agreement on behalf of and bind the Parties each purports to represent.

Section 49. COUNTERPARTS

This Agreement may be executed by the Parties in counterparts, and when executed by each of the Parties, each counterpart shall be deemed to be a part of this Agreement.

(END OF THIS PAGE)

12 General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 IN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be executed as of the dates written below.

T
HE CITY OF VICTORVILLE ROMTEC UTILIES, INC.

B
y: ______________________________ By: _____________________________ Debra Jones, Dayna Lewis,
Mayor Corporate Controller
D
ated: ___________________________ Dated: __________________________ A
TTEST
B
y:_______________________________
Jennifer Thompson,
City Clerk
D
ated:_____________________________
T
HE CITY OF VICTORVILLE APPROVED AS TO STANDARD FORM:

B
y: ______________________________ By: _____________________________ Andre de Bortnowsky, John Preston,
Risk Manager City Attorney
D
ated: ___________________________ Dated: _________________________ 13 General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089

EXHIBIT A

SCOPE OF SERVICES

See Attachment

EXHIBIT A, SCOPE OF SERVICES, PROJECT ESC23-089
14/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 EXHIBIT A, SCOPE OF SERVICES, PROJECT ESC23-089
15/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 EXHIBIT A, SCOPE OF SERVICES, PROJECT ESC23-089
16/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 EXHIBIT A, SCOPE OF SERVICES, PROJECT ESC23-089
17/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 EXHIBIT A, SCOPE OF SERVICES, PROJECT ESC23-089
18/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 EXHIBIT A, SCOPE OF SERVICES, PROJECT ESC23-089
19/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 EXHIBIT A, SCOPE OF SERVICES, PROJECT ESC23-089
20/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 EXHIBIT A, SCOPE OF SERVICES, PROJECT ESC23-089
21/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 EXHIBIT A, SCOPE OF SERVICES, PROJECT ESC23-089
22/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 EXHIBIT A, SCOPE OF SERVICES, PROJECT ESC23-089
23/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 EXHIBIT A, SCOPE OF SERVICES, PROJECT ESC23-089
24/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 EXHIBIT A, SCOPE OF SERVICES, PROJECT ESC23-089
25/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 26 General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089

EXHIBIT B
F

EE SCHEDULE
S
ee Attachment
EXHIBIT B, FEE SCHEDULE, PROJECT ESC23-089
27/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 EXHIBIT B, FEE SCHEDULE, PROJECT ESC23-089
28/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 EXHIBIT B, FEE SCHEDULE, PROJECT ESC23-089
29/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 EXHIBIT B, FEE SCHEDULE, PROJECT ESC23-089
30/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 EXHIBIT B, FEE SCHEDULE, PROJECT ESC23-089
31/General Services Provider Standard Agreement/Romtec Utilities, Inc., Project No. ESC23-089 Item Number: 18
City Council / Board of Directors
Written Communications
Meeting of: February 21, 2023
Submitted By:

Joe Slegers, Building Official

Subject:

Award of Contract to LM Rasmussen Construction for the Exeloo Automatic Restrooms Installation at Brentwood and Center Street Parks, Project CC23-079 Recommendation:

That the Honorable City Council award a Construction Agreement to LM Rasmussen Construction in the amount of $184,843.00 for the Exeloo Automatic Restroom Installation at Brentwood and Center Street Parks, Project CC23-079.

Fiscal Impact:

Acting in accordance with the staff recommendation will result in a fiscal impact of $184,843.00. This project was approved and included in the Fiscal Year 2022/2023 annual budget and will be funded by ARPA per the summary below:

Fund Account Balance Expenditure
ARPA 2770010-55060-97074 $425,350.00 $184,843.00
Strategic Plan Goal:

The City of Victorville Strategic Plan 2020-2023 identifies multi-year strategic goals and various strategies to work toward achieving those goals. Goal E, Invest in Infrastructure, focuses on creating a healthy and livable community by maintaining the city’s assets through investment in infrastructure and innovations. Through this project, the City is able to satisfy two strategies within Goal E; Strategy 1 - Implementation of the city's Capital Improvement Program to meet the community needs, and Strategy 8 - Complete the Parks and Recreation Master Plan and determine priorities for implementation.

Background:

In 2019, the City completed an ADA accessibility self-assessment. It was identified that some city park restrooms have ADA accessibility deficiencies. The City has been working to address these issues and many others each year. At the September 20, 2022 City Council meeting, Council unanimously approved the purchase of the Exeloo Automatic Public Restrooms for both Center Street and Brentwood Parks. The Exeloo Automatic 3 0
0 2
Restroom is designed to provide all the features essential for bringing our restrooms up to code and within ADA compliance.

The demolition of the Center Street Park restroom was completed in June 2022. Staff developed a plan to demolish the existing building at Center Street Park due to many aspects of the building not complying with ADA standards as identified in the City’s Transition Plan. The age of the building and the unrepairable nature of the masonry structure made it difficult to modify the existing restrooms to bring them into compliance.

Brentwood Park is one of three parks within the city limits that does not have restroom facilities available. The absence of a restroom in itself, is an ADA accessibility deficiency.

In addition, as identified by in the Parks Master Plan, it is the City’s goal to provide clean, safe, and accessible restroom facilities for the community to use at all city parks.

Once the installation of the automatic restrooms is complete, restrooms at these locations will be up to code and fully ADA compliant.

Discussion:

Staff has worked with a civil engineer to develop a plan that lays out the required grading, utility, and site work, and recently received the Department of Housing and Community Development (HCD) approved plans for the Exeloo Automatic Restrooms (Attachment B). This enabled us to solicit a Notice Inviting Bids for the installation of these restrooms at Center Street and Brentwood Parks.

On January 12, 2023, the Notice Inviting Bids was posted on Ebidboard.com and the City’s website. A mandatory pre-bid meeting and job walk were held on January 26, 2023, and bids were due by February 9, 2023. The following bids were received:

Contractor Location Bid
LM Rasmussen Construction Alpine, CA $184,843.00
RE Chaffee Construction Phelan, CA $274,999.00
Jergensen Construction Oak Hills, CA $294,944.00
CA Landscape Los Angeles, CA $363,000.00
CS Legacy Construction Pomona, CA $374,605.00
MLC Constructors Corona, CA $434,915.00
After review and tabulation of the bid proposals, it was determined that LM Rasmussen Construction is the lowest responsive and responsible bidder. Staff recommends that the City Council award a construction agreement (Attachment C) to LM Rasmussen Construction for the Installation of Exeloo Automatic Restrooms at Brentwood and Center Street Parks, Project CC23-079, in the amount of $184,843.00.

Staff is available for questions.

Attachments: A – Photos
B – Construction Documents
C – Construction Agreement
Attachment A

Brentwood Park Restroom Location

Center Street Park Restroom Location

Attachment B

IN THE CITY OF VICTORVILLE, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIAPRECISE GRADING PLAN

INDEX OF DRAWINGS

BRENTWOOD PARK

VICINITY MAP
APPLICANT/OWNER:

SELF-CLEANING RESTROOMS

SITEHOOK
PROJECT ESC22-077
INTERIM EROSION CONTROL NOTE:UNAUTHORIZED CHANGES AND USES:

ENGINEER'S NOTICE TO CONTRACTOR:

UTILITY PURVEYORSLEGEND
8885 Haven AvenueSuite 195
united engineering groupPhone: 909.466.9240Rancho Cucamonga, CA 91730www.unitedeng.com REVISIONSDESCRIPTIONNO. APPROVEDDATE8-1-1 IN THE CITY OF VICTORVILLE, CA.

CA-30226BRENTWOOD PARKSELF-CLEANING RESTROOMSPROJECT ESC22-077PRECISE GRADING PLANCITY OF VICTORVILLEENGINEERING DEPARTMENT14343 Civic Drive, Victorville, CA 92392 (760) 955-5000CITY CASE NO.

DATEBrian W. Gengler, RCE C44730City EngineerApproved By:

BOULEVARD

MOJAVE DRIVE

SENECA ROAD

RENO LOOP RD N

RENO LOOP RD W

RENO LOOP RD E

AMETHYST ROADEL EVADO ROAD

BRENTWOODPARK

LOCATION

HOOKBLVDGRAY LANE

DAPPLE COURT

BUCKSKIN COURT
CONSTRUCTION NOTES: QUANTITY ESTIMATEDETAIL-PRECISE GRADING PLAN:

SEE DETAILRIGHT HEREON
NOTE "A":
8885 Haven AvenueSuite 195
united engineering groupPhone: 909.466.9240Rancho Cucamonga, CA 91730www.unitedeng.com REVISIONSDESCRIPTIONNO. APPROVEDDATE8-1-1 IN THE CITY OF VICTORVILLE, CA.

CA-30226BRENTWOOD PARKSELF-CLEANING RESTROOMSPROJECT ESC22-077PRECISE GRADING PLANCITY OF VICTORVILLEENGINEERING DEPARTMENT14343 Civic Drive, Victorville, CA 92392 (760) 955-5000CITY CASE NO.

DATEBrian W. Gengler, RCE C44730City EngineerApproved By:

GENERAL PROJECT LOCATION: NOTE "B":
8885 Haven Avenue
Suite 195
united engineering group
Phone: 909.466.9240
Rancho Cucamonga, CA 91730
www.unitedeng.com

REVISIONS
DESCRIPTIONNO. APPROVEDDATE
8-1-1
IN THE CITY OF VICTORVILLE, CA.

CA-30217

CENTER STREET PARK

SELF-CLEANING RESTROOMS
PROJECT ESC22-077

PRECISE GRADING PLAN

CITY OF VICTORVILLE

ENGINEERING DEPARTMENT
14343 Civic Drive, Victorville, CA 92392 (760) 955-5000 CITY CASE NO.

DATEBrian W. Gengler, RCE C44730
City Engineer
Approved By:

IN THE CITY OF VICTORVILLE, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA

PRECISE GRADING PLAN

INDEX OF DRAWINGS

CENTER STREET PARK

VICINITY MAP
APPLICANT/OWNER:

SELF-CLEANING RESTROOMS
18 15
15 6TH STREET
7TH STREET
4TH STREET
"D" STREET
HESPERIA ROAD11TH STREET

VERDE STREET

MOJAVE DRIVE

CENTER STREET

MERRILL STREET

LACY STREET

SITE LOCATION

FORREST AVE
"A" STREET
PROJECT ESC22-077
INTERIM EROSION CONTROL NOTE:

UNAUTHORIZED CHANGES AND USES:

ENGINEER'S NOTICE TO CONTRACTOR:

UTILITY PURVEYORSLEGEND

CL

CENTER STREET
CL

MERRILL
STREET
8885 Haven Avenue
Suite 195
united engineering group
Phone: 909.466.9240
Rancho Cucamonga, CA 91730
www.unitedeng.com

REVISIONS
DESCRIPTIONNO. APPROVEDDATE
8-1-1
IN THE CITY OF VICTORVILLE, CA.

CA-30217

CENTER STREET PARK

SELF-CLEANING RESTROOMS
PROJECT ESC22-077

PRECISE GRADING PLAN

CITY OF VICTORVILLE

ENGINEERING DEPARTMENT
14343 Civic Drive, Victorville, CA 92392 (760) 955-5000 CITY CASE NO.

DATEBrian W. Gengler, RCE C44730
City Engineer
Approved By:

CONSTRUCTION NOTES: QUANTITY ESTIMATE
EXISTING FEATURES AND REMOVAL PLAN: PRECISE GRADING PLAN: LACY STREET
NOTE "A":



[1]IntertekisabrandnamerepresentingtheIntertekGroupplclegalentities,includingbutnotlimitedto,IntertekTestingServicesNAInc., ProfessionalServiceIndustries,Inc.(“INTERTEKͲPSI”),ArchitecturalTestingInc.(“INTERTEKͲATI”),andMTGroupInc.(“INTERTEKͲMT) 
www.intertek.com/building

IntertekͲATI
174833rdStreet
Orlando,Florida32839
FLEngineeringBusiness#3684
Tel+1407.304.5560
Fax+1407.304.5561
intertek.com


November15,2022


Mr.JohnWestfall
ManufacturedHousing/FactoryBuiltHousing
DivisionofCodesandStandards
CADepartmentofHousing&CommunityDevelopment
POBox278180/Sacramento,CA95827Ͳ8180(Mailing)

RE: Exeloo
 FactoryBuiltHousingProgram
 Approval#RͲ20690
 ExpirationDate–02Ͳ14Ͳ2024

DearMr.Westfall:

ArchitecturalTesting,Inc.(IntertekͲATI,Inc.),partofIntertekBuildingScienceSolutions,hascompleted an engineering code review for the aboveͲreferenced document(s) for compliance with all applicable codes,asevidencedbyth
e Intertek,Inc.approvalstamponeachpage.ThisapprovalcoversthefactoryͲ built structure only—any  alterations to the factoryͲbuilt structure onͲsite void the approval. Items installedonͲsitearesubjecttoreviewandapprovalbythelocalauthority.Asetofsignedandsealedplans areonfilewithIn tertek andtheclient.

Pleasegetintouchwithourofficeifyoushouldneedfurtherinformationorassistance.Thankyou. 
Respectfullysubmitted,




WilliamTegeler

PlanReviewManager
BuildingScienceSolutions

Approved for Commercial
Approved by: St ate of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-206 90
Approval Date: 11/15/2022
Expiration Date: 02/1 4/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

Approved for Commercial
Approved by: St ate of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-206 90
Approval Date: 11/15/2022
Expiration Date: 02/1 4/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

Approved for Commercial
Approved by: St ate of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-206 90
Approval Date: 11/15/2022
Expiration Date: 02/1 4/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

Approved for Commercial
Approved by: St ate of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-206 90
Approval Date: 11/15/2022
Expiration Date: 02/1 4/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

Approved for Commercial
Approved by: St ate of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-206 90
Approval Date: 11/15/2022
Expiration Date: 02/1 4/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

Approved for Commercial
Approved by: St ate of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-206 90
Approval Date: 11/15/2022
Expiration Date: 02/1 4/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

Approved for Commercial
Approved by: St ate of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-206 90
Approval Date: 11/15/2022
Expiration Date: 02/1 4/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

Approved for Commercial
Approved by: St ate of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-206 90
Approval Date: 11/15/2022
Expiration Date: 02/1 4/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

Approved for Commercial
Approved by: St ate of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-206 90
Approval Date: 11/15/2022
Expiration Date: 02/1 4/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

Approved for Commercial
Approved by: St ate of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-206 90
Approval Date: 11/15/2022
Expiration Date: 02/1 4/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

Approved for Commercial
Approved by: St ate of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-206 90
Approval Date: 11/15/2022
Expiration Date: 02/1 4/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

Approved for Commercial
Approved by: St ate of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-206 90
Approval Date: 11/15/2022
Expiration Date: 02/1 4/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

Richard Donarski – CMI Don Grehan – Unrestricted Building Certifier Date of issue: 03/06/2022
Date of expiry: 23/03/2024
Certificate number: CM40183 Rev2 This certificate is only valid when reproduced in its entirety. Page 1 of 6 Certification Body:

ABN: 80 111 217 568
JAS-ANZ Accreditation
No. Z4450210AK
PO Box 7144, Sippy
Downs Qld 4556
+61 (07) 5445 2199
www.CertMark.org
Certificate Holder:

MMetecnoo Ptyy Ltdd
T/A Metecno,
Bondor®
ABN: 44 096 402 934
103 Ingram Road,
Acacia Ridge Qld 4110
Ph: +61 7 3323 8555
www.bondor.com.au
Certificate number: CM40183 Rev2

THIS IS TO CERTIFY THAT
MetecnoSpan®
Type and/or use of product:

Insulated roof/ceiling or wall panel.

Description of product:

MetecnoSpan® is an insulated roof/ceiling or wall panel that features an outer steel faces and a PIR (Polyisocyanurate) core. Refer A2 for details.

COMPLIES WITH THE FOLLOWING BCA PROVISIONS AND STATE OR TERRITORY VARIATION(S) BCA 2019 (Amdt. 1) Volume One Volume Two
Performance Requirement(s): BP1.1(a)&(b)(i),
(ii)&(iii)
Structural reliability P2.1.1(a),(b)(i),
(ii)&(iii)
Structural stability and resistance to actions
P2.2.2 Weatherproofing – Limited to roof applications only. Refer Limitations & Conditions No. 8.

Deemed-to-Satisfy Provision(s): C1.10(a)(ii) Fire Hazard Properties – Refer A3. 3.12.1.2 Energy Efficiency – Roofs. Can be used in conjunction with other building elements to achieve a Total R Value. Refer to A3.

F1.5 Weatherproofing – Limited to roof applications only. 3.12.1.4 Energy Efficiency – External Walls. Can be used in conjunction with other building elements to achieve a Total R Value. Refer to A3.

J1.3 Energy Efficiency – Roof and ceiling construction. Can be used in conjunction with other building elements to achieve a Total R Value. Refer to A3.

3.12.1.6 Energy Efficiency – Attached Class 10a buildings. Can be used in conjunction with other building elements to achieve a Total R Value. Refer to A3.

J1.5 Energy Efficiency – Wall construction. Can be used in conjunction with other building elements to achieve a Total R Value. Refer to A3.

State or territory variation(s): Not Applicable Part 3.12 (NSW, NT, SA, Qld, Tas, ACT)

SUBJECT TO THE FOLLOWING LIMITATIONS AND CONDITIONS AND THE PRODUCT TECHNICAL DATA IN APPENDIX A AND EVALUATION STATEMENTS IN APPENDIX B RiRRR h d D ki
CMI
Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (IntertekͲATI)
Plan Approval: #RͲ20690
Approval Date:11/15/2022
Expiration Date: 02/14/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

Certificate number: CM40183 Rev2 This certificate is only valid when reproduced in its entirety. Page 2 of 6

Limitations and conditions:

1. This product has not been subject to AS 1530.1-1994 (R2016) testing and cannot be considered to be a non-combustible material.

2. BCA requires certain external walls, common walls or internal load bearing walls and/or ancillary elements of some Class 2 to 9 buildings to be non-combustible. In the absence of site-specific performance solution, this product or system is not suitable for use in these applications where a non-combustible product is required.

3. In the absence of a site-specific performance solution, this product or system must not be used to facilitate the exemptions for a carport specified in Part 3.7.2.6 Open carports of Volume 2 of the BCA 2019.

4. When used as internal wall and ceiling linings, this product as a Group 1 or Group 2 fire rated product, must comply with the group number specified in Table 3 of Specification C1.10 of the BCA Volume 1, 2019 Amendment 1. The Group numbers have been determined in accordance with testing conducted to AS ISO 9705 and assessment against AS 5637.1:2015 as either Group 2 or Group 1 depending on the construction detail, refer A3.

5. The structural support members are designed and engineered separately as per project requirements by building designers and engineers.

6. The size and location of any penetration through the MetecnoSpan® roof panels must be in accordance with Drawing PIR13-RP01-00 ROOF PENETRATIONS - METECNOSPAN - R0. Penetrations for flues, chimneys or exhaust of hot products of combustion are outside the scope of this certificate and require site-specific solutions. Contact Certificate Holder for site-specific solutions.

7. The MetecnoSpan® roof and wall panels will be limited by wind load shown in the manufacturer’s specifications on the span certified for the product type, thickness, core density and fixing configuration as per the product’s certified span tables referenced in A3.

8. The weatherproofing requirements of P2.2.2 in relation to external walls, including openings around windows and doors, do not form part of this Certificate of Conformity.

9. It is the responsibility of the building designer to ensure fitness for purpose including, but not limited to, consideration for the corrosion resistance level of the product and the proximity to breaking surf.

10. The use of the certified product/system is subject to these Limitations and Conditions and must be read in conjunction with the Scope of Certification below.

Building classification/s:

Class 1,2,3,4,5,6,7,8,9 & 10
Scope of certification: The CodeMark Scheme is a building product certification scheme. The rules of the Scheme are available at the ABCB website www.abcb.gov.au. This Certificate of Conformity is to confirm that the relevant requirements of the Building Code of Australia (BCA) as claimed against have been met. The responsibility for the product performance and its fitness for the intended use remain with the Certificate Holder. The certification is not transferrable to a manufacturer not listed on Appendix A of this certificate.

Only criteria as identified within this Certificate of Conformity can be used for CodeMark certification claims. Where other claims are made in a client’s Installation Manual, Website or other documents that are outside the criteria on this Certificate of Conformity, such criteria cannot be used or claimed to meet the requirements of this CodeMark certification.

The NCC defines a Performance Solution as one that complies with the Performance Requirements by means other than a Deemed-to-Satisfy Solution. A Building Solution that relies on a CodeMark Certificate of Conformity that certifies a product against the Performance Requirements cannot be considered as Deemed-to-Satisfy Solution.

This Certificate of Conformity may only relate to a part of a Performance Solution. In these circumstances other evidence of suitability is needed to demonstrate that the relevant Performance Requirements have been met. The relevant provisions of the Governing Requirements in Part A of the NCC will also need to be satisfied.

This Certificate of Conformity is issued based on the evidence of compliance as detailed herein. Any deviation from the specifications contained in this Certificate of Conformity is outside of this document’s scope and the installation of the certified product will not be covered by this Certificate of Conformity. This may result in the product being classified as a non-conforming building product.

Disclaimer: The Scheme Owner, Scheme Administrator and Scheme Accreditation Body do not make any representations, warranties or guarantees, and accept no legal liability whatsoever arising from or connected to, the accuracy, reliability, currency or completeness of any material contained within this certificate; and the Scheme Owner, Scheme Administrator and Scheme Accreditation Body disclaim to the extent permitted by law, all liability (including negligence) for claims of losses, expenses, damages and costs arising as a result of the use of the product(s) referred to in this certificate.

When using the CodeMark logo in relation to or on the product/system, the Certificate Holder makes a declaration of compliance with the Scope of Certification and confirms that the product is identical to the product certified herein. In issuing this Certificate of Conformity, CertMark International has relied on the experience and expertise of external bodies (laboratories and technical experts).

Nothing in this document should be construed as a warranty or guarantee by CMI, and the only applicable warranties will be those provided by the Certificate Holder.

Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

Certificate number: CM40183 Rev2 This certificate is only valid when reproduced in its entirety. Page 3 of 6

APPENDIX A – PRODUCT TECHNICAL DATA
A1 Type and intended use of product
As per page 1.

A2 Description of product
Core PIR (Polyisocyanurate)

Source: Certificate Holder
Width (cover mm) 1000
Thickness (mm) 40, 60, 80 & 100
Length Up to 25m
External Material 0.42mm Colorbond® steel
Internal Material 0.5mm G300 Colorbond® steel
Pitch 2° Minimum
A3 Product specification
Structure &
Weatherproofing
In order to maintain compliance with structure, the following Span Tables must be referred to which have been certified by a licensed Professional Engineer in accordance with AS 1562.1, AS/NZS 1170.0, AS/NZS 1170.1, AS/NZS 1170.2, AS 4055 & AS 4040.1.

Span Tables
Document Name Version
METECNOSPAN® SPAN TABLES FOR WIND REGION A – NON-CYCLONIC (EXTERNAL ROOF APPLICATIONS ONLY) PIR Core 0.42mm hi-tensile / 0.5mm steel skins 6 METECNOSPAN® SPAN TABLES FOR WIND REGION B – NON-CYCLONIC (EXTERNAL ROOF APPLICATIONS ONLY) PIR Core 0.42mm hi-tensile / 0.5mm steel skins 6 METECNOSPAN® SPAN TABLES FOR WIND REGION C – CYCLONIC (EXTERNAL ROOF APPLICATIONS ONLY) PIR Core 0.42mm hi-tensile / 0.5mm steel skins 5 METECNOSPAN® SPAN TABLES FOR WIND REGION D – CYCLONIC (EXTERNAL ROOF APPLICATIONS ONLY) PIR Core 0.42mm hi-tensile / 0.5mm steel skins 5 METECNOSPAN® SPAN TABLES FOR WIND REGION A – NON-CYCLONIC (EXTERNAL ROOF APPLICATIONS ONLY WITH 25kg DEAD LOAD) PIR Core 0.42mm hi-tensile / 0.5mm steel skins 5 METECNOSPAN® SPAN TABLES FOR WIND REGION B – NON-CYCLONIC (EXTERNAL ROOF APPLICATIONS ONLY WITH 25kg DEAD LOAD) PIR Core 0.42mm hi-tensile / 0.5mm steel skins 5 METECNOSPAN® SPAN TABLES FOR WIND REGION C – CYCLONIC (EXTERNAL ROOF APPLICATIONS ONLY WITH 25kg DEAD LOAD) PIR Core 0.42mm hi-tensile / 0.5mm steel skins 4 METECNOSPAN® Roof Span Table for Housing Application 5
METECNOSPAN® SPAN TABLES FOR WIND REGION A – NON-CYCLONIC (EXTERNAL WALL APPLICATIONS ONLY) PIR Core 0.42mm hi-tensile / 0.5mm steel skins 1 METECNOSPAN® SPAN TABLES FOR WIND REGION B – NON-CYCLONIC (EXTERNAL WALL APPLICATIONS ONLY) PIR Core 0.42mm hi-tensile / 0.5mm steel skins 1 METECNOSPAN® SPAN TABLES FOR WIND REGION C – NON-CYCLONIC (EXTERNAL WALL APPLICATIONS ONLY) PIR Core 0.42mm hi-tensile / 0.5mm steel skins 1 METECNOSPAN® SPAN TABLES FOR WIND REGION D – NON-CYCLONIC (EXTERNAL WALL APPLICATIONS ONLY) PIR Core 0.42mm hi-tensile / 0.5mm steel skins 1 Penetrations
In order to maintain compliance with structure, the following document must be referred to which have been certified by a licensed Professional Engineer; Drawing PIR13-RP01-00 ROOF PENETRATIONS - METECNOSPAN - R0. The adequacy of the size, location and spacing of any penetrations outside the scope of this document through the MetecnoSpan® panel must be confirmed by a structural engineer.

Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

Certificate number: CM40183 Rev2 This certificate is only valid when reproduced in its entirety. Page 4 of 6

Material Group
Numbers
Group Numbers have been determined in accordance with testing conducted to AS ISO 9705:2003 (R2016) and assessment against AS 5637.1:2015.

Group 1 – Panels 40mm to 100mm thick
x Wall Panel to Wall Panel corner junction - Colorbond 40 x 40 x 0.6 mm thick steel angles, with Ø4 mm steel rivets at 300 mm centres x Wall Panel to Ceiling Panel junction - Colorbond 40 x 40 x 0.6 mm thick steel angles with 10 mm return crush fold, fixed horizontally along all ceiling-to-wall panel junctions with Ø4 mm steel rivets at 300 mm centres.

Smoke Growth Rate Index (SMOGRARC) 3.7 m2/s2 x 1000
Source: BRANZ Report No. FC14196-01 Issue 1 dated 04/03/2022 Group 2 – Panels 40mm to 100mm thick
x Wall Panel to Wall Panel corner junction - 100 x 100 mm steel angle fixed with 4 mm steel rivets at 200 centres. x Wall Panel to Ceiling Panel junction - 100 x 100 mm steel angle fixed with 4 mm steel rivets at 200 centres.

Smoke Growth Rate Index (SMOGRARC) = 21.1 m2s-2 x 1000
Source: Ignis Report No. IGNS-5396 Issue 2 Revision 1 dated 07/10/2019 Group 2 – Panels 40mm to 100mm thick
x Wall Panel to Wall Panel corner junction
Internal - 40 x 40 x 1.5mm aluminium angle fixed with aluminium 5/32nd gauge 17mm long pop rivets at 300 centres.

External - 70 x 40 x 1.5mm aluminium angle flashing the external corner fixed with aluminium 5/32nd gauge 17mm long pop rivets at 300 centres. x Wall Panel to Ceiling Panel junction
Internal - 40 x 40 x 1.5mm aluminium angle fixed aluminium 5/32nd gauge 17mm long pop rivets at 300 centres.

External - 70 x 40 x 1.5mm aluminium angle flashing the external corner fixed with aluminium 5/32nd gauge 17mm long pop rivets at 300 centres.

Smoke Growth Rate Index (SMOGRARC) = 47 m
2s-2 x 1000
Source: Ignis Report No. IGNS-5396 Issue 2 Revision 1 dated 07/10/2019 Thermal & Energy
Efficiency
Declared & Total R-values for Nominal Sizes of MetecnoSpan® – ROOFS Thickness (mm) ʄ declared at 23°C (W/m.K) R declared at 15°C (m2K/W) R declared at 23°C(m2K/W) Total R-value (m2K/W) at 6°C 15°C 30°C
40 0.023 1.95 1.85 2.20 2.10 2.00
60 0.023 2.90 2.75 3.20 3.05 2.87
80 0.023 3.80 3.65 4.19 4.00 3.74
100 0.023 4.75 4.55 5.18 4.94 4.61

Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

Certificate number: CM40183 Rev2 This certificate is only valid when reproduced in its entirety. Page 5 of 6

Declared & Total R-values for Nominal Sizes of MetecnoPanel® – WALLS Thickness (mm) ʄ declared at 23°C (W/m.K) R declared at 15°C (m2K/W) R declared at 23°C(m2K/W) Total R-value (m2K/W) at 6°C 15°C 30°C
40 0.023 1.95 1.85 2.21 2.11 1.96
60 0.023 2.90 2.75 3.21 3.06 2.83
80 0.023 3.80 3.65 4.20 4.01 3.70
100 0.023 4.75 4.55 5.19 4.95 4.57
Notes:
x Declared R-values are Product R-values and exclude air film resistances. x Total R-values include default air film resistances for the applications. x The results are compliant with AS/NZS 4859 Parts 1&2:2018, Thermal insulation materials for buildings, hence they are compliant with NCC 2019 Volumes One and Two.

Source: James Fricker Report No. i265e dated 15/12/2020.

A4 Manufacturer and manufacturing plant(s)
This field is optional. Contact Certificate Holder for manufacturing locations.

A5 Installation requirements
Installation requirements are outside the scope of this certificate and subject to project specific engineering advice. The minimum fixing requirements are outlined in the Span Tables referenced in A3 of this Certificate of Conformity.

A6 Other relevant technical data
Acoustic Performance 40mm MetecnoSpan® panel achieved R W 25, C -2 & Ctr -3
100mm MetecnoSpan® panel achieved RW 24, C -1 & Ctr -3
Source: CSIRO Report No. TL484 dated March 2008.

Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

Certificate number: CM40183 Rev2 This certificate is only valid when reproduced in its entirety. Page 6 of 6

APPENDIX B – EVALUATION STATEMENTS
B1 Evaluation methods

1. Fire Safety Provisions – A5.2(1)(d)&(e). Reports from Accredited Testing Laboratories and a professional engineer.

2. Structural Provisions – A5.2(1)(d)&(e). Reports from Accredited Testing Laboratories and a professional engineer.

3. Thermal Provisions – A5.2(1)(e). Reports from a professional engineer.

4. Weatherproofing Provisions – A5.2(1)(e). Reports from a professional engineer.

B2 Reports

1. Bligh Tanner; Reference No. 2017.0493; Certification of MetecnoSpan® Panel Span Tables in accordance with AS 1562.1, AS/NZS 1170.0, AS/NZS 1170.1, AS/NZS 1170.2, AS 4055 & AS 4040.1; Dated 26/03/2021.

2. BRANZ; Reference No. FC14196-01 Issue 2; Group number classification of MetecnoPanel®, MetecnoInspire® and MetecnoSpan® with thicknesses in a range of 40 mm to 100 mm inclusive in accordance with Australia NCC Specification C1.10 Clause 4; Dated 24/03/2022.

3. Ignis Solutions; Report No. 5396 I02 R01; Product Evaluation - MetecnoSpan® PIR Steel clad sandwich panel compliance to AS 5637.1:2015 based on below testing; Dated 07/10/2019. a. CSIRO; Report EP141961 Rev B; AS/ISO 9705:2003 Testing with Steel flashings, Internal angle & rivets; Dated 27/02/2014; and b. CSIRO; Report CSME-(C)-2008-75; AS/ISO 9705:1993 Testing with Aluminium flashings, Internal angle & rivets; Dated 06/02/2008.

4. James M Fricker Pty Ltd; Report No. i265e; Declared R (thermally bridged) thermal performance calculations to AS/NZS 4859 Parts 1 & 2:2018; Dated 15/12/2020.

The Certificate Holder has chosen not to make the above evidence of compliance publicly available, due to the documents being considered commercial in confidence.

Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

USEFUL INFORMATION
For information on the design, installation and
maintenance of MetecnoSpan® PIR Panels and for our
warranty refer to name 444ǽ*"1
) /
ƞ$/,2-ǽ ,ǽ+7.

OTHER CERTIFICATIONS AND

APPROVALS HELD BY THE STEEL

MANUFACTURER
As the manufacturer of the steel from which
MetecnoSpan® PIR Panels are fabricated, BlueScope
provides assurance that the steel has been
manufactured in accordance with AS 1397-2001 and is
coated in accordance with AS/NZS 2728:2013.
™
pass™ no: Expires:

For further assistance
please contact:
+64 9 277 8844
[email protected]
*"1
) /
ƞ$/,2-ǽ ,ǽ+7
VERSION:
20mm
41mm 292mm 333mm
38mm
1000mm cover width
40mm,60mm
80mm, 100mm

SCOPE AND LIMITATIONS OF USE
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METECNOSPAN® PIR PANELS

PURPOSE
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EXPLANATION
MetecnoSpan®PIR Panels are manufactured in Australia. The panels have a polyisocyanurate (PIR) foam core with factory laminated COLORBOND®-coated, internal and external facings. %""51"/+
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The panels are available in:
i Thicknesses (mm): 40, 60, 80, 100 i Width (mm): 1000
i Length (mm): maximum 11900.

The panels are supplied with ancillary components necessary for installation. 19156 12/2022
V1.1
Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (IntertekͲATI)
Plan Approval: #RͲ20690
Approval Date:11/15/2022
Expiration Date: 02/14/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

NZ Building
Code clauses

BASIS OF COMPLIANCE
Compliance statement Demonstrated by
B1 Structure
B1.3.1, B1.3.2, B1.3.3 (a, b, c, e, f, i, j,
l, m, q), B1.3.4 (a, b, c, d, e)

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ACCEPTABLE SOLUTION
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PERFORMANCE CLAIMS

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SOURCES OF INFORMATION
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2. Sources of information also include the Building Act 2004 and its regulations, including the Building Code (Schedule 1 of the Building Regulations 1992), Acceptable Solutions

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Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (IntertekͲATI)
Plan Approval: #RͲ20690
Approval Date:11/15/2022
Expiration Date: 02/14/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

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Approved by: State of California
MH DAA #DM1507408
Intertek (IntertekͲATI)
Plan Approval: #RͲ20690
Approval Date:11/15/2022
Expiration Date: 02/14/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

Certificate of Compliance
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Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (IntertekͲATI)
Plan Approval: #RͲ20690
Approval Date:11/15/2022
Expiration Date: 02/14/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

METECNO
SPAN®
Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

All are products are backed by solid warranties and the range of insulated panels, supplied by us can be used in a variety of applications from industrial and commercial coolstore to Agricultural and Architectural buildings.

Metecnospan® is a through fixed system suitable for roof pitches of 3 degrees or more. It is available in sheet lengths to a maximum of 11.9m. For projects with longer roof runs, it can be either “end lapped” in one plane or “stepped” forming a superior expansion joint. Design roof pitches can often suffer structural steel deflection. Our minimum pitch of 3 degrees refers to the actual pitch achieved after any deflection.

Metecnospan® is made using steel from BlueScope
-Colorbond® with the top sheet being 0.42mm hi-tensile steel, a standard upheld by all reputable, Australasian steel roofing product manufacturers.

Metecnospan® is suitable for a wide range of developments including supermarkets, bulk goods, fast food and retail outlets as well as commercial and industrial premises. It is ideal where superior thermal performance and FM approval for insurance purposes is required.

MetecnoSpan®

FM APPROVAL
MetecnoSpan® is manufactured by our sister company: Metecno in Brisbane who is the FM Approved product owner.

FM 4880 Approved Class 1 - Unlimited Height.

FM 4881 Approved Class 1 - Unlimited Height.

FM 4471 Approved Class 1 -External roof and wall endurance standard.

METALCRAFT INSULATED PANELS SPECIALISES IN THE
MANUFACTURE AND SUPPLY OF INSULATED PANELS.

Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (IntertekͲATI)
Plan Approval: #RͲ20690
Approval Date:11/15/2022
Expiration Date: 02/14/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

STYLE & PERFORMANCE

PANEL DIMENSIONS

PRODUCT PROPERTIES
Core Polyisocyanurate (PIR) foam.

FM Approved, unlimited height.

External facing 0.42mm high tensile
COLORBOND® steel.

Internal Facing

0.50mm G300, Z275 coated steel to
AS 1397 formed with Micro V Finish,
Satinline or Fineline inner skin.

Width 1000mm
Length
As required, determined by handling
and design 11.9m max. For longer
sheets either use end laps or a
"stepped" joint.

Pitch Minimum 3 degrees after deflection.

Thickness 40mm, 60mm, 80mm, 100mm

WIDTH AND AVAILABLE

LENGTHS
MetecnoSpan® is 1000mm wide and available with different inner skins. The maximum length of panels are restricted to

11.9m without a lap or jointing detail.

INNER PROFILE

OPTIONS
MetecnoSpan® is available with different inner skins.
20mm
41mm 292mm 333mm
38mm

MICRO V FINISH
63mm 4mm
Bottom skin

FINELINE FINISH
1mm
Bottom skin
34mm 34mm

SATINLINE FINISH
1mm
Bottom skin
30mm 30mm
1000mm cover width
40mm,60mm
80mm, 100mm

MINIMUM ORDER

QUANTITIES
Please ask Metalcraft Insulated Panels if the inner skin you prefer is available for your project as minimum order quantities might apply.

Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

FIRE HAZARD

PROPERTIES
AS 1530.3 INDICES
Ignitability Index 0
Spread of Flame Index 0
Heat Evolved Index 0
Smoke Index 1
AS/ISO 9705
BCA Group Number (Spec C1.10a)
MetecnoSpan® PIR steel skinned insulated building panels conform to the requirements of the BCA Specification C1.10a as Group 2. This have been approved by a NZ engineer who has given it a Group 2S classification for the New Zealand Building Code.

Group 2S NZBC

ACOUSTIC
Acoustic testing of MetecnoSpan® has been performed in compliance with the requirements of AS 1191-2002 "Acoustics - Method for laboratory Measurement of Airborne Sound Insulation of Building elements".

THERMAL
The below total R-values are for insulation average
temperature of 15°C. Contact us for other temperatures.

Panel
Thickness
40 mm
60 mm
80 mm
100
mm
‘R’ (mK/W) 2.3 3.3 4.4 5.5
‘U’ (m2k/W) 0.44 0.31 0.24 0.19
Mass (Kg/m2) 10.7 11.6 12.7 13.2
Freq
Hz
100 160 200 250 315 400 630 800 1000 1250 1600 2000 2500 3150 5000 STC R w (a)
40mm 16.0 16.8 19.6 19.8 21.4 22.4 23.7 24.5 24.0 20.3 20.3 28.5 30.4 33.4 36.6 24 25 (b)
100mm 16.4 16.6 19.0 20.4 20.9 19.4 17.7 16.2 23.9 30.7 35.0 34.4 32.9 35.3 39.9 22 24 Panel up to 200mm or less with an aluminium ‘wall-wall’ and ‘wall-ceiling’ angles (1.5mm) fixed with aluminium rivets or screws is classified as Group 2S. Panel up to 200mm or less with a steel ‘wall-wall’ and ‘wall-ceiling’ angles (0.5mm) fixed with steel rivets or screws is classified as Group 2S.

AS 2122.1-1993
Compliance to AS 1366.2-1992 Clause 10 Table 2 -
Flame Propagation Characteristics Requirement:
• Median flame duration (max) 1 second
• Eighth value (max) 1.5 seconds
• Median mass retained (min) 80 %
• Eighth value (min) 75 %
Complies - Refer test report:

AWTA Prduct Testing7-593352-CQ

METECNO
SPAN®
Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

LOADSPAN TABLE

SINGLE SPAN-NON-CYCLONIC REGION

A&B (ROOF APPLICATIONS ONLY)
Single span, wind pressure acting outwards
Maximum uniformly distributed load (kPa) for the given span:

MULTI SPAN-NON-CYCLONIC REGION A&B
(ROOF APPLICATIONS ONLY)
Multi-span, wind pressure acting outwards
Maximum uniformly distributed load (kPa) for the given span:
1 Pressures specified are for wind gusts only per
AS/NZS 1170.
2 Self weight of the panel has been allowed for, plus an allowance of up to 10kg/m2 for light duty fittings (lights, etc.). No other dead loads permitted.
3 Non-trafficable maintenance access (concentrated load) of 140kg on any one panel has been allowed for (exceeding
min. requirements of AS/NZS 1170.1:2002).
4 Distributed live load of 0.25kPa has been allowed for (as per AS/NZS 1170.1:2001). MetecnoSpan® tests comply with details outlined in AS4040. AS1562 and AS/NZS 1170.
5 Deflection limit of span/150 applies, and in accordance with Serviceability Limit State criteria per AS/NZS 1170.0 – TABLE C1.
6 Fixing with 14g tek screws (or equivalent) at each rib are required.
7 Min. roof slope of 3 degree applies.
8 Extended span tables including cyclonic regions C&D and spans for wind pressure acting inwards are also available. 9 For FM Approved applications:
a) a max. span of 1830mm applies.
b) approved fasteners must be used.

Refer Metalcraft Insulated Panel Systems.

SPAN
(mm)

SINGLE SPAN
Wind pressure acting outwards
40 60 80 100
1500 4.99 6.94 8.56 9.83
1800 4.17 5.80 7.15 8.21
2100 3.50 4.63 5.83 7.06
2400 2.70 3.57 4.49 5.43
2700 2.15 2.84 3.57 4.31
3000 1.76 2.32 2.91 3.51
3300 1.47 1.93 2.42 2.92
3600 1.25 1.64 2.05 2.47
3900 1.08 1.41 1.76 2.12
4200 0.94 1.23 1.53 1.85
4500 0.83 1.08 1.35 1.62
4800 0.74 0.96 1.20 1.44
5100 0.67 0.86 1.07 1.29
3 STEP PANEL SELECTION
1 Determine thermal and fire performance requirement (If FM Approval is required -maximum span is 1830mm) 2 Determine worst case fully factored design wind load that applies to any roof panel (kPa) in ULS (Ultimate limit state) 3 Select appropriate span versus thickness for single or multi-span from tables. Note spans can be reduced at building edges by appropriate building design.

SPAN
(mm)

MULTI SPAN
Wind pressure acting outwards
40 60 80 100
1500 4.01 5.57 6.87 7.31
1800 3.36 4.66 5.74 6.11
2100 2.89 4.01 4.93 5.25
2400 2.54 3.52 4.33 4.61
2700 2.27 3.14 3.86 4.11
3000 2.05 2.83 3.48 3.71
3300 1.87 2.58 3.18 3.38
3600 1.72 2.38 2.92 3.11
3900 1.48 2.20 2.70 2.88
4200 1.29 2.02 2.52 2.68
4500 1.14 1.77 2.32 2.51
4800 1.01 1.57 2.05 2.63
5100 0.9 1.40 1.83 2.20
NOTES
Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

BRANCHES
WWW.METALCRAFTGROUP.CO.NZ

AUCKLAND
139 Roscommon Road, Wiri, Auckland
T: 09 277 8844
[email protected]

HAMILTON
9 Earthmover Cres, Burbush, Hamilton
07 849 3807
[email protected]

DISCLAIMER
As part of Metalcraft Insulated Panels policy of continued improvement, final specifications may vary from those contained in this publication. The company reserves the right at any time and without notice to change the design, materials or features and withdraw products from the market without incurring any liability whatsoever. This publication is issued as a general guide only and should not be treated as a substitute for technical advice. Contact with your nearest Metalcraft branch is recommended to confirm current specifications and availability.

For more information on Metalcraft Insulated Panels visit:
www.metalcraftgroup.co.nz.

Metalcraft Insulated Panels is part of United Industries Ltd.

For more information on United Industries visit:
www.unitedindustries.co.nz.

Brochure version July 2020
Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

Testing Of CS For Doors
Automated Cavity Slider “AutoCav”

Product Configuration:

Autocav Electric Cavity Sliders (Dunka Motor & CS Controller) With Stainless Steel Doors
CS - Locking Dunka motor, SMC, self-tensioning idler
2020mm x 931mm

Testing Location:

On Site at Exeloo Factory , Auckland New Zealand
Product pre-installed into self-contained WC for testing.

Methodology:

Product tested is the heaviest of the CS/Exeloo Product and was tested on a pre-installed unit to fully replicate final site and consumer use conditions.

An Imada digital force gauge (ZTS-500N) was used to test the opening force required, without power, at the base , center and top of the sliding door.

The same test was also conducted , with power, to test the impact force required to stop the closing motion of the door (replicating human impact).

Date of Test: July 1
st, 2022
Testing Engineer: Arno Oliver

1. Open force in power down ч133n : Pass

CS Group tested the force to open and close the Exeloo door without power.

Average force to open the door was 32N, average force to close the door was 27N. Standard allows for 133N. (fig.1)

Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

2 2. Open force for Human Impactч133n: Pass

CS Group measured the force to stop the door closing on someone. Highest reading of 5 was 71.4N. Standard allows for 133N.


















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Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

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Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (IntertekͲATI)
Plan Approval: #RͲ20690
Approval Date:11/15/2022
Expiration Date: 02/14/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

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Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

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See attached calculations by ACH Consulting
Engineers for reference. Our calculations are in
agreement that the design of the frame is
governed by wind loading in the short direction.

Comparison of design wind pressure:

Per ACH Consulting Engineers
P = 1.44kPa (windward) + 1.03kPa (leeward)
= 2.47kPa = 52psf
Per our office determined wind loading:

P = 30.83 psf >> Use 52 psf in Calculations
This indicates that the frame design loads are
conservative and satisfy minimum wind design
loads per 2016 CBC
9 Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

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Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (IntertekͲATI)
Plan Approval: #RͲ20690
Approval Date:11/15/2022
Expiration Date: 02/14/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

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Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (IntertekͲATI)
Plan Approval: #RͲ20690
Approval Date:11/15/2022
Expiration Date: 02/14/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

SAFE MODEL CALCULATIONS
Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

Dead Load
Loading Diagrams
Additional Surface Dead Load of 10psf not shown
Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

Live Load
Additional Surface Live Load of 40psf not shown
Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

Wind Load
Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

Seismic Load
Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

Design Strips
Design Strip Layer A
Design Strip Layer B
Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

Required Reinforcement
Top Mat
Bottom MatApproved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

Controlling Stress Diagram
Load Combination: 1.2D+1.0L+EQx+0.3Wy
Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

TThe following Engineering Calculations were
done by ACH Consulting Engineers and are
for reference only.

AAPPENDIX
Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

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Approved by: State of California
MH DAA #DM1507408
Intertek (IntertekͲATI)
Plan Approval: #RͲ20690
Approval Date:11/15/2022
Expiration Date: 02/14/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

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Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (IntertekͲATI)
Plan Approval: #RͲ20690
Approval Date:11/15/2022
Expiration Date: 02/14/2024
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

Item VOC Limit
VOC Limit
California Green Building Standards
Code SECTION 5.5
Complies (Y/N) Data Sheet
Brand Item Description SKU Grams / Liter Grams / Liter Y/N Y/N Sika Flex Black Glue 221 25 50 Y Y
Sika Flex White Glue 221 25 50 Y Y
Duraflex Tile Adhesive 1 65 Y Y
Mapei Kerapoxy grout 7 65 Y Y
Ardex Tile Primer 20L: 10155 41 65 Y Y
Oatley PVC Cement PVC Clear Cement 510 550 Y Y
Oatley PVC Primer PVC Clear Primer 550 550 Y Y
Oatley PVC Cleaner PVC Cleaner 25 550 Y Y
Item VOC Limit
VOC Limit
California Green Building Standards
Code SECTION 5.5
Complies (Y/N) Data Sheet
Brand Item Description SKU Grams / Liter Grams / Liter Y/N Y/N Liquid Flash 1 Waterproofing 250 250 Y Y
Dribond Primebond 9318466001709 50 250 Y Y
Mapesil AC Silicone Manhattan 2000 18.5 250 Y Y
Mapesil AC Silicone Antartica 18.5 250 Y Y
Maxisil Silicone A15 Aluminium 34 250 Y Y
Sika Multiprimer Marine UN1866 663 775 Y Y
Item VOC Limit
VOC Limit
California Green Building Standards
Code SECTION 5.5
Complies (Y/N) Data Sheet
Brand Item Description SKU Grams / Liter Grams / Liter Y/N Y/N Carboline Carbozinc 858 Grey 104653A18 318 340 Y Y
Carboline CZ859 Epoxy Zinc Rich 108304G18 326 340 Y Y
Resene Concrete Primer D405 40 250 Y Y
Carboline Carboguard 690 Titania 107894F18 170 250 Y Y
Resene Lustacryl D310 63 250 Y Y

ADHESIVE PRODUCTS

SEALANT PRODUCTS

ARCHITECTURAL COATINGS
Approved for Commercial
Approvedby:StateofCalifornia
MHDAA#DM1507408
Intertek(IntertekͲATI)
PlanApproval:#RͲ20690
ApprovalDate:11/15/2022
ExpirationDate:02/14/2024
Without Foundation Approval

174833rdStreet
Orlando,FL32839

1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H

JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
G

JUPITER TWIN ACCESSIBLE USA

EXELOO JUPITER TWIN ACCESSIBLE - DRAWING SCHEDULE
SHEET # DESCRIPTION REVISION
G1 FINISHES SCHEDULE 1-H
G2 STANDARD DETAILS N/A
G3 FRONT PERSPECTIVE N/A
G4 REAR PERSPECTIVE 1-H
B5 ELEVATIONS 1-H
B6 FLOOR PLAN 1-H
B7 SECTION A-A 1-H
B8 SECTION B-B 1-H
B9 SECTION C-C 1-H
B10 SECTION D-D 1-H
B11 SCHEMATIC SERVICES PLAN 1-H
B12 POWER - ONE LINE DIAGRAM 1-H
P13 JUPITER TWIN ACCESSIBLE WASTEWATER SYSTEM 1-C
P14 WATER SUPPLY DIAGRAM 1-H
P15 WATER SUPPLY VALVE TRAIN 1-A
G16 SIGN DOOR ASSEMBLY USA - ADA 1-A
G17 ACCESSIBLE RESTROOM DOOR SIGN 1-A
B18 FLOOR SLAB - PLAN & SECTION 1-A
B19 FLOOR SLAB - REINFORCING DETAIL 1-A
B20 FLOOR SLAB - FOUNDATION PLAN 1-O
S21 STEEL FRAME - B.O.M - FRONT 1-H
S22 STEEL FRAME - B.O.M - REAR 1-H
S23 STEEL FRAME - ELEVATIONS & PLAN 1-H
S24 STEEL FRAME - ELEVATIONS 1-H
S25 STEEL FRAME - ELEVATION & DETAILS 1-H
S26 STEEL FRAME - SWING DOOR OPTION 1-H
S27 STEEL FRAME - WELD DETAILS, FOUNDATION DETAILS 1-H
B28 AUXILIARY CONTROL BOX LAYOUT 1-H
B29 MAIN CONTROL BOX LAYOUT 1-H
B30 MAX LOAD TABLE 1-H
B31 ELECTRICAL PANEL SCHEDULE - TWIN BOX 1-H
B32 APRON DETAIL 1-H
THIS DRAWING SET COVERS:

1. JUPITER 22DD - AUTOMATIC TWIN ACCESSIBLE

2. JUPITER 32DD - SEMI-AUTOMATIC TWIN ACCESSIBLE

3. JUPITER 42/52DD - MANUAL TWIN ACCESSIBLE

REFER TO EXELOO QUALITY ASSURANCE MANUAL FOR

FIT-OUT OPTIONS
PROJECT DATA:

ADDRESS: STATEWIDE APPROVAL

CODES & STANDARDS:

2019 CALIFORNIA BUILDING CODE (BASED ON THE 2018 IBC)
2019 CALIFORNIA MECHANICAL CODE (BASED ON THE 2018 UMC) 2019 CALIFORNIA PLUMBING CODE (BASED ON THE 2018 UPC)
2019 CALIFORNIA ELECTRICAL CODE (BASED ON THE 2017 NEC) 2019 CALIFORNIA GREEN BUILDING STANDARD CODE (CGBSC)
2019 CALIFORNIA ENERGY CODE

BUILDING INFO:

BLDG USE: PUBLIC RESTROOM
BLDG OCCUP: B
OCCUPANT LOAD: 1/PER STALL
CONSTRUCTION TYPE: (IBC 602) TYPE V-B
BLDG AREA: 135 SF (TABLE 506.2 ALLOWED 9,000 SF)
BLDG HTG: 9'-0" SINGLE STORY
EXITS REQD: 1/STALL
EXITS PROVIDE: 1/STALL
FIRE SUPRESSION: NON-SPRINKLERED

APPLICABLE LOADS:

ROOF LIVE LOAD: 20
DEAD LOAD: 10
SNOW LOAD: 20

FLOOR LOAD: 40

WIND SPEED: 115
EXPOSURE: C
SEISMIC DESIGN CATEGORY: E
RISK CATEGORY: 2

BLDG HVAC: N/A

NOTE:

1. THIS IS A NON-CONDITIONED BUILDING

2. THIS BUILDING HAS NOT BEEN DESIGNED FOR WILDFIRE

LOCATIONS (WUI)

3. SNOW LOADING NOT CONSIDERED IN THIS DESIGN

1. SOILS INFORMATION
A. NO SOILS REPORT PROVIDED. THE FOLLOWING IS AN
ASSUMED VALUE:

1. DESIGN SOIL BEARING CAPACITY = 1500 psf

2. THE FOUNDATION IS DESIGNED PER IBC MINIMUM
STANDARDS.

B. WITHOUT A SOILS REPORT THOM HUME CONSULTING

ENGINEERS CANNOT BE RESPONSIBLE FOR FOUNDATION
SETTLEMENTS OR MOVEMENTS.

C. MAINTAIN BOTTOM OF FOOTING SUCH THAT THE
HORIZONTAL DISTANCE TO DAYLIGHT IS 40'-0" AND PER SEC
1808.7.2 OF CURRENT CBC EDITION.

2. FOUNDATION INFORMATION
A. CONCRETE:

A.A. MAXIMUM 28-DAY STRENGTH OF 3,000 psi
A.B. MAXIMUM WATER TO CEMENT RATIO OF 0.57
A.C. MAXIMUM AGGREGATE SIZE OF 1"
A.D. SLUMP OF 4" ±1"
A.E. NO SPECIAL INSPECTION REQUIRED
B. REINFORCING:

B.A. ALL REINFORCING SHALL BE ASTM A-615 GRADE 60
B.B. CLEAR COVER TO ALL REBAR SHALL BE 3"

0000 CODES AND REFERENCES

ALL GENERAL STRUCTURAL NOTES AND SPECIFICATIONS
REFLECT THE PROVISIONS OF THE:
2019 CBC (CALIFORNIA BUILDING CODE)
ACI 318-14 (CONCRETE)
AISC 360-16/AISC-16/AISC 358-16 (STEEL)
WORK COMPLETED AT EXELOO FACTORY:

1. PRE-FABRICATED TOILET UNIT - CONCRETE SLAB, STEEL FRAME

STRUCTURE,

WALL CLADDING, INTERNAL WALLS, RESTROOM FITTINGS, ROOF &

FLASHINGS (REMOVED FOR TRANSPORT)

2. PLUMBING & ELECTRICAL WORK

NOTES:

1. RESTROOM MANUFACTURER WILL DELIVER RESTROOM TO SITE AND CRANE ONTO GRADE BEAMS.

2. CONTRACTOR TO CONSTRUCT GRADE BEAMS AND BASE, EXTEND

EXISTING UTILITIES AND PROVIDE FINAL CONNECTIONS (SANITARY SEWER, WATER AND ELECTRICAL).

3. CONTRACTOR TO INSTALL PREFABRICATED FOAM CORE ROOF PANELS AND FLASHING PER MANUFACTURER'S INSTRUCTIONS.

4. CONTRACTOR TO BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL

SPOILS AND SITE GENERAL RESTORATION AND CLEAN-UP (NOT INCLUDING TURF ESTABLISHMENT).

5. RESTROOM MANUFACTURER WILL TEST FINAL OPERATION OF FACILITY

AND REMOTE COMMUNICATION
11/8/22
Jeff Funkhouser, P.E.

Digitally signed by Jeff Funkhouser, P.E.

Date: 2022.11.08 10:18:12 -05'00'
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
1 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
G

STRUCTURAL
# ITEM SUPPLIER DETAIL SPECIFICATION
1 Floor Stresscrete Steel Reinforced concrete Slab thickness 6 5/16"/5 1/8" steel reinforced concrete 2 Walls Galvanised steel frame Electro Plated Duragalv 3/16" & 1/8" thick electroplated galvanised steel 3 Roof Frame Galvanised steel frame Electro Plated Duragalv 3/16" & 1/8" thick electroplated galvanised steel

EXELOO FINISHES SCHEDULE

EXTERIOR LININGS
# ITEM SUPPLIER DETAIL SPECIFICATION
4 Wall Cladding Fibre Cement Solutions Ltd Eterpan MD Fibre cement sheet 1/2" & 11/16" Fibre cement laminated sheet 5 Roof MetalCraft MetecnoSpan (PIR)
3-1/8" panel M 4880 Approved Class 1 - Unlimited Height. FM 4881 Approved Class 1 - Unlimited Height. FM 4471 Approved Class 1 -External roof and wall endurance standard.
6 Gutter & Flashings Steel & Tube Coloursteel 10 -15 years warranty under right maintenence plan 7 Vent Pipes Ferguson Schedule 40 PVC or ABS Pipe &
Fittings 4” Schedule 40 PVC or ABS pipe and fittings for drain waste and vent applications 8 Doors   Cavity Sliders Stainless steel T316 Brushed Stainless steel sheet skin with alloy interior 9 Paint Altex Epoxy 2 part paint 5 - 10 years warranty under the right maintenance plan 10 Grills Exeloo Solid grills cut and folded by Exeloo T316 Stainless Steel Brushed #4

INTERIOR LININGS
# ITEM SUPPLIER DETAIL SPECIFICATION
11 Wall Cladding Fibre Cement Solutions Ltd Eterpan MD Fibre cement sheet 1/2" & 11/16" Fibre cement laminated sheet 12 Floor Finish Cutting Edge Tiling Brasil Nero Charcoal Ceramic Non Slip tiles 17 11/16" x 17 11/16" 14 Wall linings - Toilet/Shower Cutting Edge Tiling Sanctuary Cool White Ceramic tiles 11 13/16" x 23 5/8"

ELECTRICAL FITTINGS
# ITEM SUPPLIER DETAIL SPECIFICATION
16 Control Box PLC Power PLC Control Box Proface LT3300-T

PLUMBING FITTINGS
# ITEM SUPPLIER DETAIL SPECIFICATION
19 Toilet pans Stoddart Stainless steel 23 5/8" - 27 9/16" stainless pans. 20 Zurn Valve MacDonald Industries Flushing system 1.28gal (4.8L) max. per flush 21 Water supply system Mico
Stainless steel crimp ring plumbing
system
RIIFO Rifeng Pex Pipe & MLP (multilayer pipes) – DZR Universal Fittings 22 Waste water system (DWV) Ferguson Schedule 40 PVC or ABS Pipe and Fittings
1-1/2” to 4” Schedule 40 PVC or ABS pipe and fittings for drain waste and vent applications
23 WS 400 Duraclenz Stainless Steel recessed unit
Soap, Water & hand dryer built in wash station, Lavatory Faucet 0.5gpm (max.) @ 60psi (1.9L/m @ 414kPa)
24 Flush Valve Water Solenoid SMC SIRAI L177B04 PS = 30 bar

HARDWARE
# ITEM SUPPLIER DETAIL SPECIFICATION
25 Door hardware Legge Legge 800 Series Forged Brass and 10 year warranty 26 Grab rails Superquip Stainless Steel 1 1/4" knurled stainless grab rails

SEATING & TABLES
# ITEM SUPPLIER DETAIL SPECIFICATION
27 Baby Change table Duraclenz Stainless Steel & fibreglass inserts Weight limit 187lbs

ACCESSORIES
# ITEM SUPPLIER DETAIL SPECIFICATION
30 Floor Dry Fans Fantech CEG MN80C2 - 0MLT 1.5kw 230V
31 Extract Fans Fantech Fantech FR150 USA 120V CFM 263
32 Exterior Lights Dualcom Technology Ltd Battenpro-300-12V LED SMD2835 1000Lm 10W IP65 33 Interior Lights Dualcom Technology Ltd Battenpro-600-12V LED SMD2835 2000Lm 20W IP65 34 Speakers VEXX For music & instruction 5" speaker
35 Security System Intergrated Consulting Dahua Starlight pinhole camera 2MP HDCVI covert camera with 3.6mm lens 36 Paper Dispenser Duraclenz Stainless Steel EMD8200RH Dual roll holder 37 Nappy / Sani chute Duraclenz Hinged flap chute Stainless Steel T304 Brushed 11/8/22
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
2 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
G

STANDARD DETAILS
11/8/22
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
3 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
G
JUPITER | TWIN ACCESSIBLE | USA

REV DESCRIPTION DATE
1-H CONTROL BOX, AUX CONTROL BOX LAYOUT & LOAD TABLE 15/010/2020 1-G BABY CHANGE TABLE & HAND RAIL COMPLIANCE 05/08/2020 1-F PLAN REVISION AS PER HCD MARKUP 11/6/2020 10/07/2020 1-E INCREASE SLAB 2in (50mm) OVERALL 03/04/2020
1-D PLAN REVISION AS PER HCD MARKUP 15/8/2019 30/08/2019 1-C ELONGATED TOILET PANS 03/12/2018
1-B 700mm PANS 14/11/2018
1-A UPDATED FROM COMMENTS 18/10/2018 18/10/2018
11/8/22
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
4 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
G

REAR PERSPECTIVE
11/8/22

4. FRONT ELEVATION 2. R-H ELEVATION

3. REAR ELEVATION 1. L-H ELEVATION
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
5 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B
SL SL
2551.7 m
m
[100
1 2 in]
2791.8 m
m
[109
7 8 in]
5525 mm
[2171 2 in]
SLAB
255.5 mm
[10 in]
576.4 mm
[223 4 in]
843.1 m
m
[33
1 4 in]

SIGN FRAME WITH

BRAILLE & TACTILE

SIGNAGE AS PER ADA
SEE DETAILS SHEET, G15

CLEAR OPENING
AS PER CBC 11B-404.2.3
(B) SLIDING DOOR

CLEAR OPENING

SERVICE DOOR
LOCK MECHANISM:

ILCO 201 L/S CYLINDER
WITH LOCKWOOD 100

NIGHTLATCH
FFL

REINFORCED PC

CONCRETE SLAB

FFL FFL
2921.4 m
m
[115 in]

THE UNISEX GEOMETRIC SYMBOL WITH THE PICTOGRAM,

RAISED CHARACTERS AND GRADE II BRAILLE IS LOCATED

FOR CLEAR AND SAFE ACCESS AND MOUNTED ADJACENT
TO THE PUBLIC RESTROOM ACCESSWAYS.

STAINLESS STEEL LOUVRE

VENTILATION GRILL
FFL

ACCESSIBLE RESTROOM

DOOR SIGN AS PER

CBC SECTION
11B-703.7.2.6,1,2,3,4
& 11-B-703.3,1,2
SEE STANDARD DETAILS, G16
130 m
m
[5
1 8 in]
5549 mm
[2181 2 in]

OVERALL

GENERATOR SOCKET WITH

CHANGE OVER SWTICH
(AS REQUIRED)
2400 m
m
[94
1 2 in]
2275 mm
[895 8 in]
SLAB
EXTERIOR CLADDING:

SEE REAR ELEVATION
EXTERIOR CLADDING:

SEE REAR ELEVATION
1498.6 m
m
[59 in]
899 mm
[353 8 in]
899 mm
[353 8 in]
B-B
B8
EXTERIOR CLADDING:

SEE REAR ELEVATION
NOTE:

NO BRAILLE ON SIGNS OR BUTTONS
BETWEEN FFL & 48" ABOVE FFL
385 mm
[151 8 in]
385 mm
[151 8 in]
2309 mm
[907 8 in]

LED LIGHT
EXTERIOR CLADDING:

COMPRESSED SHEET
FIXED WITH CLASS 4 TEK

SCREWS TO SUPAGAL

RHS FRAMING JOINS

SEALED WITH

BUTYL INSEAL TAPE

VENTILATION GRILL

SEE R-H ELEVATION

REINFORCED PC

CONCRETE SLAB

ELECTRONICALLY CONTROLLED

AUTO OPENING & CLOSING CAVITY

SLIDING DOOR (FAIL SAFE DOOR
CAN BE MANUALLY OPENED IN EMERGENCY).

LOCK MECHANISM: DUNKER MOTOR
WITH BRAKE. MILES NELSON RECESSED FLUSH PULL

HANDLE ON INSIDE OF DOOR IN CASE OF
POWER FAILURE. REQ'D FORCE TO OPEN
DOOR W/O POWER IS 32N
- SEE "TESTING OF CS FOR DOORS" TEST SHEET

ELECTRONICALLY CONTROLLED

AUTO OPENING & CLOSING CAVITY

SLIDING DOOR (FAIL SAFE DOOR
CAN BE MANUALLY OPENED IN EMERGENCY).

LOCK MECHANISM: DUNKER MOTOR
WITH BRAKE. MILES NELSON RECESSED

FLUSH PULL HANDLE ON INSIDE OF
DOOR IN CASE OF POWER FAILURE.

REQ'D FORCE TO OPEN DOOR W/O
POWER IS 32N - SEE "TESTING OF
CS FOR DOORS" TEST SHEET

4°
ROOFING: 31 8" METECONOSPAN (PIR) STRUCTURAL
INSULATED PANEL FIXED WITH STEEL TITE HWF CLASS 5 14g
14x150mm TEK SCREW WITH AS 3566/EPDM SEAL,
PAINTED GALVANISED PROFILE WASHER & 30mm EPDM
WASHER ON 75mm SHS SUPAGAL ROOF RAFTERS ALL
FLASHINGS .55mm ZM8 3001.5 mm
[1181 8 in]
11/8/22

FLOOR PLAN

DETAIL A

FLOOR GRATE SURFACE
( 1 : 3 ) SECTION E-E

DOOR THRESHOLD
A
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
6 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B

SERVICE
AREA

ADA COMPLIANT

RESTROOM

ADA COMPLIANT

RESTROOM
n1524 mm
[n60 in]
n1524 mm
[n60 in]

DIAPER/SANITARY

DISPOSAL BIN

SENSOR OPERATED

WASH BASIN

FLOOR GRATE

PAPER DISPENSER

UNDER BASIN AS PER
CBC 11B-306 KNEE

TOE CLEARANCE
1640 m
m
[64
5 8 in] I/S
1640 m
m
[64
5 8 in] I/S
2162.9 mm
[851 8 in]
I/S 2162.9 mm
[851 8 in]
I/S
SLSL

CONTROL BOX
(60A, 120/240V SPLIT)

DOMINANT

DIRECTION

OF TRAVEL
17 M
IN.
762 mm
[30 in]
1219.2 m
m
[48 in]
919 mm
[361 8 in]

S/S RECESSED

BABY CHANGE TABLE
457.2 m
m
[18 in]
457.2 m
m
[18 in]

TOILET PAN AS PER
2019 CBC, §604.2

SEAT IS NON-

ABSORBENT, ELONGATED
& OPEN FRONT

PRESSALIT DANIA WITH OPEN
FRONT W/O COVER 72

SERVICE DOOR
17 M
IN.

WHITE TILE

INTERIOR WALLS
A-A B7
B9
C-C
D-D
B10
902.5 mm
[351 2 in]
CLEAR 902 mm
[351 2 in]
CLEAR
B-B
B83/B5
1/B5
4/B5
2/B5

DISPOSAL BIN

OPENS FROM REAR
(CLEANER ACCESS FROM

SERVICE AREA)

PC CONCRETE

FLOOR SLAB

FLOOR DRAIN

FLOOR TILES

DOOR JAMB
48 MIN.

THESHOLD
(
1 2 MAX.) AS PER CBC
11B-404.2.5
B6
E-E
177.8 mm
[7 in]
177.8 mm
[7 in]

LINE OF PAPER DISPENSER
AS PER CBC 11B-604.7

14.6 mm
[5 8 in]

PROTRUSION INTO

CIRCULATION PATH
AS PER CBC, 11B-307.2

PROTRUSION LIMITS

LINE OF BABY

CHANGE TABLE

AS PER CBC
11B-226.4 BABY

CHANGE TABLES

KNURLED STAINLESS

STEEL GRAB BAR
812.8 mm
[32 in]

POSITION OF

INTERNAL LED
LIGHT
-SEE B7, B8
& B10

LED LIGHT FOR

SERVICE AREA
-60 MINUTE BATTERY

BACK UP IN CASE

OF POWER FAILURE

GENERATOR SOCKET WITH

CHANGE OVER SWTICH
(AS REQUIRED)

WHITE TILE

INTERIOR WALLS
5551 mm
[2181 2 in]

CLADDING
56 mm
[21 4 in]

5.5 m
m
[1 4 in]

5.5 m
m
[1 4 in]
1387.1 mm
[545 8 in]
762 mm
[30 in]
914.4 m
m
[36 in]

REQUIRED CLEAR SPACE
30"x36"
38 m
m
[1
1 2 in]

38.1 mm
[11 2 in]
457.2 m
m
[18 in]
138.4 m
m
[5
1 2 in]
353.7 mm
[137 8 in]

38.1 mm
[11 2 in]
38 m
m
[1
1 2 in]
152.4 mm
[6 in]

LOCATION OF

WASH SOLENOIDS

COMPLIES TO

DEDICATED ELECTRICAL

SPACE AS PER NEC
110.26(E)(1)

LOCATION OF VALVE

TRAIN COMPLIES TO

DEDICATED ELECTRICAL

SPACE AS PER NEC
110.26(E)(1)
-SEE P14 FOR DETAILS
60 m
m
[2
3 8 in]
11/8/22

TOP VIEW

SECTION A-A
A
A
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
7 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B

RECESSED ELECTRIC

PAPER DISPENSER

AS PER CBC,
§11B-603.5.

CONCRETE

SLAB BASE

RECESSED SENSOR

OPERATED

WASH BASIN

LAVATORY FAUCET WITH
AUTO SENSOR 0.5GPM
(MAX.) @ 60 PSI

AUTO SOAP

DISPENSER ZONE

AUTO DRIER
ZONE
871.4 m
m
[34
1 4 in]

SERVICE
AREA
145.1 mm
[53 4 in]
145.1 mm
[53 4 in]
1230.1 m
m
[48
3 8 in]
VENT
738.2 m
m
[29
1 8 in]

S/S FAN COVER
FFL

SENSOR RANGES
AT 40in AFF

TOILET AS PER
CBC, §604.2

SPRAY NOZZLE

CONTROL BOX
(60A, 120/240V SPLIT) ADA COMPLIANT

RESTROOM

ADA COMPLIANT

RESTROOM
457.2 mm
[18 in]
870 mm
[341 4 in]
2870.7 mm
[113 in]
457.2 mm
[18 in]
870 mm
[341 4 in]
762 m
m
[30 in]
762 m
m
[30 in]

FLOOR SLOPE AS PER
CBC 11B-403.3
NOT STEEPER THAN 1:20
NOTE:

NO BRAILLE ON SIGNS OR BUTTONS
BETWEEN FFL & 48" ABOVE FFL

GRAB BAR AT

HORIZONTAL

POSITION AS PER
CBC, 11B-609.4.
1371 mm
[54 in]
FFL

BATTENPRO
600-12V

LED LIGHT

BATTENPRO
600-12V

LED LIGHT

WHITE TILE

INTERIOR WALLS

WHITE TILE

INTERIOR WALLS
1218.2 mm
[48 in]
152.8 mm
[6 in]
152.4 mm
[6 in]
965.9 m
m
[38 in]

REQUIRED CLEAR SPACE
762 mm
[30 in]
1981.2 m
m
[78 in]
778.8 m
m
[30
5 8 in]
765.7 m
m
[30
1 8 in]
1371 mm
[54 in]
1218.6 mm
[48 in]

UNDER BASIN AS PER
CBC 11B-306 KNEE

TOE CLEARANCE
ROOFING: 31 8" METECONOSPAN (PIR) STRUCTURAL
INSULATED PANEL FIXED WITH STEEL TITE HWF CLASS 5 14g
14x150mm TEK SCREW WITH AS 3566/EPDM SEAL,
PAINTED GALVANISED PROFILE WASHER & 30mm EPDM
WASHER ON 75mm SHS SUPAGAL ROOF RAFTERS ALL
FLASHINGS .55mm ZM8

ALL PIPES AND DUCTS ARE

CLEAR OF THE DEDICATED

ELECTRICAL SPACE AS PER
NEC 110.26.(E)(1)
864.2 m
m
[34 in]
18" W x 30" D GRADE
BEAM W/3-#5
T&B & #3 TIES
@ 12" OC TYP
18" W x 30" D GRADE
BEAM W/3-#5
T&B & #3 TIES
@ 12" OC TYP
11/8/22

TOP VIEW

SECTION B-B

SECTION DETAIL U

PAPER DISPENSER-HANDRAIL GAP
B
B
U
U
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
8 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B

STAINLESS STEEL

CHANNEL FLOOR DRAIN
152.4 mm
[6 in]
571 m
m
22 1 2 in

DISPOSAL BIN

MIRROR AS PER
CBC, 11B-603.3.

REAR GRAB BAR AT

HORIZONTAL

POSITION AS PER
CBC, 11B-604.5.2

S/S FAN COVER
FFL

RECESSED DISPENSER

WILL NOT IMPEDE WITH

CLEARANCE OF GRAB BAR
863 m
m
34 in
482 m
m
19 in
765.1 m
m
[30
1 8 in]

TOILET AS PER
CBC, §604.2

WHITE TILE

INTERIOR WALLS

CONTROL BOX
(60A, 120/240V SPLIT)

ADA COMPLIANT

RESTROOM

FLOOR SLOPE AS PER
CBC 11B-403.3
NOT STEEPER THAN 1:20
304.6 mm
[12 in]
MIN.

NOTE:

NO BRAILLE ON SIGNS OR BUTTONS
BETWEEN FFL & 48" ABOVE FFL
1 1 2" ALL ALONG

68.5 mm
[23 4 in]
4' HANDRAIL AT

HORIZONTAL

POSITION AS PER
CBC, §609.4
n32 mm
[n11 4 in]

BATTENPRO
600-12V

LED LIGHT
FFL

REQUIRED KNEE/TOE CLEAR SPACE
AS PER 11B-306
945.9 mm
[371 4 in]

SERVICE
AREA
279.4 mm
[11 in]
685.8 m
m
[27 in]
203.2 mm
[8 in]
228.6 mm
[9 in]
191.3 mm
[71 2 in]
152.4 mm
[6 in]
ROOFING: 31 8" METECONOSPAN (PIR) STRUCTURAL
INSULATED PANEL FIXED WITH STEEL TITE HWF CLASS 5 14g
14x150mm TEK SCREW WITH AS 3566/EPDM SEAL,
PAINTED GALVANISED PROFILE WASHER & 30mm EPDM
WASHER ON 75mm SHS SUPAGAL ROOF RAFTERS ALL
FLASHINGS .55mm ZM8

VENT PIPE RUN BEHIND
CONTROL BOX. ALL PIPES AND

DUCTS ARE CLEAR OF THE

DEDICATED ELECTRICAL
SPACE AS PER NEC 110.26.(E)(1)
18" W x 30" D GRADE
BEAM W/3-#5
T&B & #3 TIES
@ 12" OC TYP
11/8/22

TOP VIEW

SECTION C-C

PASSIVE AIR FLOW REQUIREMENT
CC
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
9 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B
1001.5 m
m
[39
3 8 in]
386.4 m
m
[15
1 4 in]
140.5 mm
[51 2 in]
137.4 mm
[53 8 in]
386.4 m
m
[15
1 4 in]
1001.5 m
m
[39
3 8 in]

POSITION OF

EMERGENCY BUTTON

DOOR RELEASE BUTTON
REFER CBC, 11B-308.2.1

POSITION OF

EMERGENCY BUTTON
1205.3 m
m
[47
1 2 in]

COAT HOOK

AS PER CBC,
11B-603.4.

COAT HOOK

AS PER CBC,
11B-603.4.
1203.1 m
m
[47
3 8 in]

DOOR RELEASE BUTTON
REFER CBC, 11B-308.2.1

FFL FFL

SERVICE
AREA
SL SL

PASSIVE AIR FLOW

THROUGH LOUVRES

EXCEEDS THE MINIMUM
OF 7.3% OF THE FLOOR
SPACE AREA (MIN 5% REQUIRED).

ROOF

OUTSIDE
INSIDE

ADA COMPLIANT

RESTROOM

ADA COMPLIANT

RESTROOM
762 m
m
[30 in]
457.2 mm
[18 in]
868.7 mm
[341 4 in]
2873.2 mm
[1131 8 in]
457.2 mm
[18 in]
868.7 mm
[341 4 in]
762 m
m
[30 in]
NOTE:

NO BRAILLE ON SIGNS OR BUTTONS
BETWEEN FFL & 48" ABOVE FFL

17.9 mm
[3 4 in]

BABY CHANGE

IN LOWERED

POSITION
722.4 m
m
[28
1 2 in]
685.8 m
m
[27 in]
1347.3 m
m
[53 in]
348.4 mm
[133 4 in]

BABY CHANGE

TABLE AS PER
CBC 11B-226.4

BABY CHANGE
TABLES
813 mm
[32 in]

CLEAR WIDTH OF DOORWAY
AS PER CBC, 11B-404.3.1

CLEAR WIDTH
802.4 m
m
[31
5 8 in]
499.8 mm
[195 8 in]

S/S KNEE/TOE

KICK PLATE
BATTENPRO 300-12V

LED LIGHT FOR

SERVICE AREA

WHITE TILE

INTERIOR WALLS

MILES NELSON RECESSED

FLUSH PULL HANDLE ON

INSIDE OF DOOR TO OPEN IN

CASE OF POWER FAILURE

MILES NELSON RECESSED

FLUSH PULL HANDLE ON

INSIDE OF DOOR TO OPEN IN

CASE OF POWER FAILURE
18" W x 30" D GRADE
BEAM W/3-#5
T&B & #3 TIES
@ 12" OC TYP
18" W x 30" D GRADE
BEAM W/3-#5
T&B & #3 TIES
@ 12" OC TYP
11/8/22

TOP VIEW

SECTION D-D

DETAIL BZ

SIP PANEL FIXING INTO

ROOF BEAM (FRONT & REAR)
( 1 : 5 )
D
D
BZ
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
10 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B
FFL
(LOW
ERED
BOTTOM

POSITION)
711.4 m
m
[28 in]

S/S RECESSED

BABY CHANGE TABLE

ADA COMPLIANT

RESTROOM
1°

FLOOR SLOPE AS PER
CBC 11B-403.3
NOT STEEPER THAN 1:20
48 M
AX.
762 m
m
[30 in]
129.6 m
m
[5
1 8 in]
2275 mm
[895 8 in]

REACH OF HANDLE
AS PER CBC 11B-309
NOTE:

NO BRAILLE ON SIGNS OR BUTTONS
BETWEEN FFL & 48" ABOVE FFL
688.4 m
m
[27
1 8 in]
CLEAR
761 mm
[30 in]
CLEAR

KNEE/TOE CLEAR SPACE
BATTENPRO 600-12V

LED LIGHT

WHITE TILE

INTERIOR WALLS

SERVICE

AREASTEELTITE HEX WASHER HEAD WITH SEAL,
CLASS 5 STEEL SELF DRILLER
ST14-14X150CLS5DSN &
BP 9082RWG GALV ROOFING WASHER FIXED INTO
3"x3"x
3 16"

SHS ROOF BEAM AT EVERY RIB
ROOFING: 31 8" METECONOSPAN (PIR) STRUCTURAL
INSULATED PANEL FIXED WITH STEEL TITE HWF CLASS 5 14g
14x150mm TEK SCREW WITH AS 3566/EPDM SEAL,
PAINTED GALVANISED PROFILE WASHER & 30mm EPDM
WASHER ON 75mm SHS SUPAGAL ROOF RAFTERS ALL
FLASHINGS .55mm ZM8
ROOFING: 31 8" METECONOSPAN (PIR) STRUCTURAL
INSULATED PANEL FIXED WITH STEEL TITE HWF CLASS 5 14g
14x150mm TEK SCREW WITH AS 3566/EPDM SEAL,
PAINTED GALVANISED PROFILE WASHER & 30mm EPDM
WASHER ON 75mm SHS SUPAGAL ROOF RAFTERS ALL
FLASHINGS .55mm ZM8
18" W x 30" D GRADE
BEAM W/3-#5
T&B & #3 TIES
@ 12" OC TYP
11/8/22

SCHEMATIC SERVICES PLAN

SECTION CB-CB

DEDICATED ELECTRICAL CLEAR SPACE
CB
CB
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Exeloo Corp. does not guarantee that information shown on these drawings indicate any more than the presence or absence of such services and will not accept liability for any damage or losses caused to any party, by the actions of the Contractor or its agents and subcontractors. The Contractor is required to make its own investigations, contact all service providers and verify the type and location of all services prior to commencement of any construction work on site.

Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
11 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B
MIN Ø1
1 4" ID WATER PIPE

TO WATER SUPPLY
(BY OTHERS)

ADA COMPLIANT

RESTROOM
MIN. 60 AMP 2 LEG

UNDERGROUND POWER SUPPLY
2" CONDUIT
Ø3" INTERNAL

DOWN PIPE
CONTROL BOX (60A, 120/240V SPLIT)

SERVICE
AREA

ADA COMPLIANT

RESTROOM
Ø2
1 2" FLOOR

DRAIN OUTLETS
(PRIMED BY FLOOR WASH SYSTEM)
C.O.

Ø4" VENT STACK

FROM GUTTER & DUCTED

BACK INTO SERVICE AREA

TYPICAL CONNECTION POINT

FOR UTILITY SERVICE
- ALL PLUMBING FIXTURES
ARE RUN UNDER 30"x36"

CLEAR SPACE TREAD PLATE
NOTE:

1. THIS DIAGRAM IS A VISUAL REPRESENTATION AND INDICATIVE ONLY - NOT TO SCALE

2. CIVIL CONTRACTOR/ENGINEER IS RESPONSIBLE FOR PROVIDING CONNECTIONS TO THE UNIT.

LOCATION OF FLOOR

DRAIN OUTLET
FLOOR DRAINS:
2 1
2" BSP MALE & 3" NPT FEMALE

ARE BOTH SUPPLIED BY EXELOO

STORM WATER LINE

AS REQUIRED

MAIN SEWER LINE
Ø2
1 2" FLOOR

DRAIN OUTLETS
(PRIMED BY FLOOR WASH SYSTEM)

VENT PIPE RUN BEHIND
CONTROL BOX. ALL PIPES AND

DUCTS ARE CLEAR OF THE

DEDICATED ELECTRICAL
SPACE AS PER NEC 110.26.(E)(1)

ALL PIPES AND

DUCTS ARE CLEAR OF THE

DEDICATED ELECTRICAL
SPACE AS PER NEC 110.26.(E)(1)

ALL PIPES AND

DUCTS ARE CLEAR OF THE

DEDICATED ELECTRICAL
SPACE AS PER NEC 110.26.(E)(1)

CONTROL BOX

TREAD PLATE WITH
30"x36" CLEAR SPACE
11/8/22
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
12 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B

GROUND ROD PER NEC

PER GROUND

PER NEC

ISOLATING/

DISCONNECT
SWITCH
1 3
2 TRANSFORMER
MAINS
P1

60A
120/240V
1ɸ 3W

ONE LINE DIAGRAM

TWIN ACCESSIBLE

CONTROL BOARD
FEEDER SCHEDULE:

SIZE REQUIREMENTS TO MEET P1 CONTROL BOARD SPECIFICATIONS 11/8/22

ISOMETRIC - WASTEWATER JUPITER DD US

SINGLE UNDERSLAB FLOOR VENT
Parts List

MATERIALEXELOO DESCRIPTIONITEM
SCHEDULE 40 PVC OR ABS DWV2" STREET 451
SCHEDULE 40 PVC OR ABS DWV4" STREET 452
SCHEDULE 40 PVC OR ABS DWV4"x4"x4"x4" DOUBLE Y3
SCHEDULE 40 PVC OR ABS DWV4"x4"x2"x2" DOUBLE Y4
SCHEDULE 40 PVC OR ABS DWV4"x3" SANI TEE5
BY CONTRACTOR4"x4"x4"x4" DOUBLE SAN TEE6
BY CONTRACTOR4" COMBY7
BY CONTRACTOR4"x3"ADAPTOR COUPLING8
BY CONTRACTOR4" LONG SWEEP9
BY CONTRACTOR4" CLEANOUT SQUARE CAP10
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-WASTE
SYSTEM
31/01/20201-C
13 JUPITER PLATINUM TWIN ACCESSIBLE US -

WASTEWATER SYSTEM
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
12/12/2019
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
P

BY OTHERS
(BELOW SLAB,

MATERIAL BY OTHERS)

BY EXELOO
2" LAVATORY WASTE
2" LAVATORY WASTE
4" WATER

CLOSET WASTE
4" WATER

CLOSET WASTE
P-TRAP

P-TRAP FOR LAVATORY DRAINS
- TO BE CONNECT INTO 4" VENT

STACK ABOVE TOILET DRAIN

FITTING AS A VERTICAL WET VENT
AS PER CPC §908.1

REV DESCRIPTION DATE
1-B NOTES AS PER BUREAU VERITAS MARK UP 29/01/2020 29/01/2020 1-C REMOVE FLOOR DRAIN VENTS, 3" FLOOR DRAINS, 2" LAVATORY WASTE PIPE @ 65" MAX LENGTH 31/01/2020 CPC §905.2.

WHERE VENTS CONNECT TO A HORIZONTAL

DRAINAGE PIPE, EACH VENT PIPE SHALL

HAVE ITS INVERT TAKEN OFF ABOVE THE

DRAINAGE CENTERLINE OF SUCH PIPE
DOWNSTREAM OF THE TRAP BEING SERVED.

MAX. 65" LONG @ Ø2"
MAX. 65" LONG @ Ø2"
4" FERNCO

CAST IRON & PLASTIC

FLEXIBLE COUPLING
(PROVIDED BY EXELOO)
4"
4"
4"
2"
2"
4" P-TRAP
4" P-TRAP
2 1
2" FLOOR DRAIN

OUTLETS
(PRIMED BY FLOOR WASH SYSTEM)
2 1
2" FLOOR DRAIN

OUTLETS
(PRIMED BY FLOOR WASH SYSTEM)
4"
4"
2' 6"
2' 6"
8'
5 4
1 3
2 7
6 8

VENT MUST CONNECT ABOVE FFL,
3" CAST IRON & PLASTIC

FLEXIBLE COUPLING
(PROVIDED BY EXELOO)
3" UNDERSLAB VENT
AS PER CPC §905.3

LINE OF TRANSITION

SCOPE OF WORK

LINE OF TRANSITION

SCOPE OF WORK
3" OR 3"x4" FERNCO

CAST IRON & PLASTIC

FLEXIBLE COUPLING
(SUPPLIED BY CONTRACTOR)
3" OR 3"x4" FERNCO

CAST IRON & PLASTIC

FLEXIBLE COUPLING
(SUPPLIED BY CONTRACTOR)
FLOOR DRAINS:
2 1
2" BSP MALE & 3" NPT FEMALE

ARE BOTH SUPPLIED BY EXELOO
4" CLEAN OUT TO

BE POSITIONED

OUTSIDE SERVICE BAY
SEE B11
10 1
1 2" LAVATORY WASTE
1 1
2" LAVATORY WASTE

VENT CONNECTION POINT

CONNECTION POINT OF VENT IS

ABOVE THE FLOOD LEVEL

OF THE TOILET PANS
NOTE:

1. THIS DIAGRAM IS A VISUAL REPRESENTATION AND INDICATIVE ONLY - NOT TO SCALE

VENT PIPE TO RUN BEHIND CONTROL BOX
- COMPLIES WITH DEDICATED ELECTRICAL
SPACE AS PER NEC 110.26(E)(1)
-SEE P14 FOR DETAILS
11/8/22

WATER SUPPLY SCHEMATIC PLAN
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
14 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
P
MIN Ø1
1 4" ID WATER PIPE

TO WATER SUPPLY
(BY OTHERS)

FLOOR WASH

SOLENOID

FLOOR WASH

SOLENOID

ZURN FLUSH

VALVEZURN FLUSH
VALVE
1 1
2" FLUSH PIPE 1
1 2" FLUSH PIPE
Ø1
1 4"
Ø1
1 4"Ø1
1 4"
Ø1
1 4"
Ø1
1 4"
Ø1
1 4"
Ø
13 16"
Ø
13 16"
Ø
13 16"
Ø
13 16"
Ø
13 16"
Ø
13 16"
Ø
5 8"Ø
5 8"
Ø
5 8"
1 1
4" /
13 16" / 1
1 4"
TEE
1 1
4" /
13 16" / 1
1 4"
TEE
1 1
4" /
5 8"
REDUCER 1
1 4" /
5 8" / 1
1 4"
TEE
W

ATER CLO
SET

BASINBASIN

VALVE TRAIN
SEE SHEET P15

SERVICE
AREA

ADA COMPLIANT

RESTROOMADA COMPLIANT

RESTROOM
NOTE:

1. THIS DIAGRAM IS A VISUAL REPRESENTATION AND INDICATIVE ONLY - NOT TO SCALE

2. ALL PIPES AND DUCTS ARE CLEAR OF THE DEDICATED ELECTRICAL SPACE AS PER NEC 110.26.(E)(1) FAUCET
(HOSE BIB)

FLOOR WASH
OUTLET

FLOOR WASH
OUTLET

FLOOR WASH
OUTLET

FLOOR WASH

SOLENOID
W

ATER CLO
SET

1.28gal (4.8L) MAX.

PER FLUSH

1.28gal (4.8L) MAX.

PER FLUSH

LAVATORY FAUCET

0.5GPM (MAX.) @ 60 PSI LAVATORY FAUCET

0.5GPM (MAX.) @ 60 PSI
11/8/22

ISOMETRIC VIEW

EXPLODED VIEW
Parts List

QTYDESCRIPTIONPART NUMBERITEM
1VALVE TRAIN USA 1-1/4 VALVE BALL FEM/FEM LONG HANDLE WATER55050081 1VALVE TRAIN USA 1-1/4 BRONZE 150 SWP THREADED Y STRAINER55050152 1WATER METER - FOR REMOTE MONITORING (AS REQUIRED)551600563 1VALVE TRAIN USA 1-1/4 BRASS THREADED SPRING CHECK VALVE55050164 1VALVE TRAIN USA 1-1/4 BRONZE PRESSURE REDUCING VALVE FNPT X FNPT55050135 4VALVE TRAIN USA 1-1/4 X 2 BRASS NIPPLE GLOBAL55050176
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK

VALVE TRAIN - USA
15/09/20211-A
15 VALVE TRAIN ASSEMBLY - USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
15/09/2021
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
P
5 4
2 1

WATER IN
3 6
6 6
3 6
5 6
4 6
2 6
1 6
APPROXIMATE LENGTH OF TRAIN = 920mm (36
1 4")
APPROX. 920mm (36 14")
11/8/22

BUTTON, LIGHT AND BRAILLE POSITIONS

BUTTON, LIGHT AND BRAILLE POSITIONS
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
SIGN FRAME MU001 -
ADA
17/03/20201-A
16 SIGN DOOR ASSEMBLY USA - ADA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
1/05/2006
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
G
840 m
m
[33
1 8 in]
1100 m
m
[43
1 4 in]
2058 m
m
[81 in]
FFL
456 mm
[18 in]
860 m
m
[33
7 8 in]

BUTTON HEIGHT AS PER
11B-308.2.1 UNOBSTRUCTED
2019 CALIFORNIA

BUILDING CODE,
MIN 15in/MAX 48in ABOVE FFL
48 in BRAILLE M
IN
1600 m
m
[63 in]
260 m
m
[10
1 4 in]
430 m
m
[16
7 8 in]
655 m
m
[25
3 4 in]

EXAMPLE SIGNS ONLY
60 in BRAILLE M
AX

ACCESSIBLE RESTROOM

BRAILLE WITH TACTILE

CHARACTERS WALL

SIGNS AS PER
2019 CBC, 11B-703.4.

NOTE:

NO BRAILLE ON SIGNS OR BUTTONS
BETWEEN FFL & 48" ABOVE FFL

INDICATOR LIGHTS - NO BRAILLE
BETWEEN FFL & 48" ABOVE FFL
11/8/22

FRONT VIEW SIDE
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK

US ADA GENDER

NEUTRAL SIGN
21/09/20181-A
17 ACCESSIBLE RESTROOM DOOR SIGN
JJG
in
N.T.S.

Generic REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
20/09/2018
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
G

6.4 mm
[1 4 in]

6.4 mm
[1 4 in]
n304.8 mm
[n12 in]
60in
FFL

ACCESSIBLE RESTOOM

DOOR SIGN AS PER
CBC, 11B703.7.2.6.
12 THE UNISEX GEOMETRIC SYMBOL WITH THE PICTOGRAM,

RAISED CHARACTERS AND GRADE II BRAILLE IS LOCATED

FOR CLEAR AND SAFE ACCESS AND MOUNTED ADJACENT
TO THE PUBLIC RESTROOM ACCESSWAYS.
11/8/22

MAIN VIEW
SECTION VIEW BP-BP (1 : 20)
SECTION VIEW BR-BR (1 : 20)
SECTION VIEW BT-BT (1 : 20)
BM BM
BN
BN
BU
BU
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
3D-2755
15/07/20211-A
18 JUPITER SUPER TWIN BASE - USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/06/2011
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B

32.5 mm
[11 4 in]
31 mm
[11 4 in]
5400 mm
[2125 8 in]
, 18 SPACES @ 30032 mm
[11 4 in]
31 mm
[11 4 in]
30 mm
[11 8 in]
202.5 mm
[8 in]
215 mm
[81 2 in]
900 mm
[353 8 in]
, 6 SPACES @ 150
215 mm
[81 2 in]
2400 mm
[941 2 in]
, 8 SPACES @ 300
215 mm
[81 2 in]
900 mm
[353 8 in]
, 6 SPACES @ 150
215 mm
[81 2 in]
202.5 mm
[8 in]
30 mm
[11 8 in]
130 m
m
[5
1 8 in]

TIE IN REINFORCING

TO CAST IN PLATES
98 mm
[37 8 in]
2101 mm
[823 4 in]
, 7 SPACES @ 300
2275 mm
[895 8 in]
35 m
m
[1
3 8 in]
33 m
m
[1
1 4 in]

TIE IN REINFORCING

TO CAST IN PLATES
100 mm
[37 8 in]
2100 mm
[825 8 in]
, 14 SPACES @ 150
150 mm
[57 8 in]
160 m
m
[6
1 4 in]
280 mm
[11 in] 50 m
m
[2 in]
140 mm
[51 2 in]
280 mm
[11 in]
160 mm
[61 4 in]
130 m
m
[5
1 8 in]
NOTES (IMPERIAL):

1. CONCRETE STRENGTH TO BE 40 MPa

2. CONCRETE COVER TO BE 30mm U.N.O

3. REFER TO NZ 3109:1997 TABLE 5.1

FOR PRECASTE TOLERANCES

4. PRODUCT CODE - WX

5. REINFORCING TO BE GRADE 430
AND HD10
200 m
m
[7
7 8 in]
837.5 m
m
[33 in]
200 m
m
[7
7 8 in]
837.5 m
m
[33 in]
200 m
m
[7
7 8 in]
2275 m
m
[89
5 8 in]
200 m
m
[7
7 8 in]
280 mm
[11 in]
140 mm
[51 2 in]
200 mm
[77 8 in]
1997.1 mm
[785 8 in]

47.9 mm
[17 8 in]
200 mm
[77 8 in]
655 mm
[253 4 in]
200 mm
[77 8 in]

27.9 mm
[11 8 in]
1997.1 mm
[785 8 in]
200 mm
[77 8 in]
200 m
m
[7
7 8 in]
140 m
m
[5
1 2 in]
280 m
m
[11 in]
R60 mm
[R23 8 in]R60 mm
[R23 8 in]
120 mm
[43 4 in]
101.6 mm
[4 in]
101.6 mm
[4 in]
220 m
m
[8
5 8 in]
200 m
m
[7
7 8 in]
837.5 m
m
[33 in]
200 m
m
[7
7 8 in]
837.5 m
m
[33 in]
200 m
m
[7
7 8 in]200 mm
[77 8 in]
1738.5 mm
[681 2 in]
824 mm
[321 2 in]
824 mm
[321 2 in]
1738.5 mm
[681 2 in]
200 mm
[77 8 in]
5525 mm
[2171 2 in]
2537.5 mm
[997 8 in]
335.2 m
m
[13
1 4 in]
450 m
m
[17
3 4 in]
580 mm
[227 8 in]
2095.5 mm
[821 2 in]
TOP
BOTTOM
11/8/22

EXPLODED VIEW TOP REINFORCING

BOTTOM REINFORCING

REINFORCING - HIDDEN VIEW
Parts List

QTYDESCRIPTIONPART NUMBERITEM
2CORNER REAR CASTING PLATEJUP 100251
1JUPITER 32 CONCRETE FLOOR SLABJUP32 80002-USA2
6CORNER FRONT CASTING PLATEJUP 100243
1JUPITER 32 TOP REINFORCINGJUP32
50012-JUP22US
4 1JUPITER 32 BOTTOM REINFORCINGJUP32 50022-jup22us5
2REAR CASTING PLATEJUP 100237
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
3D-2755
15/07/20211-A
19 JUPITER SUPER TWIN BASE - USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/06/2011
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B
1 33
77 33
1 33
4 2
5 2275 m
m
[89
5 8 in]
5525 mm
[2171 2 in]
275 m
m
[10
7 8 in]
500 m
m
[19
5 8 in]
630 mm
[243 4 in]
2487.5 mm
[977 8 in]
2101 m
m
[82
3 4 in], 14 SPACES @
150m
m
99 m
m
[3
7 8 in] 201.5 mm
[77 8 in]
215 mm
[81 2 in]
900 mm
[353 8 in]
, 6 SPACES @ 150mm
215 mm
[81 2 in]
2400 mm
[941 2 in]
, 8 SPACES @ 300mm 215 mm
[81 2 in]
900 mm
[353 8 in]
, 6 SPACES @ 150mm
215 mm
[81 2 in]
203.5 mm
[8 in]
5465 mm
[2151 8 in]
630 mm
[243 4 in]
2487 mm
[977 8 in]
2357 mm
[923 4 in]

97.8 m
m
[3
7 8 in]
2101.3 m
m
[82
3 4 in]
, 7 SPACES @
300m
m

31.5 mm
[11 4 in]
5400 mm
[2125 8 in]

32.5 mm
[11 4 in]
147.5 mm
[53 4 in]
122.5 mm
[47 8 in]
5204 mm
[2047 8 in]
499.8 m
m
[19
5 8 in]
274.9 m
m
[10
7 8 in]
11/8/22

FOUNDATION PLAN
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
3D-2712
27/05/20221-P
20 JUPITER SUPER TWIN/TRIPLE BASE FOR
MODELS 22,23,32,33,42,43,52,53
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/06/2011
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B

FOOTING POSITION

FOOTING POSITION
NOTE:

SLAB SLOPES FROM 5-1/8" (5-5/8" INC TILES) AT FRONT
TO 6-1/4" (6-3/4" INC TILES) AT REAR.

FOOTING IS NOT PART OF THE BASE
- CONTRACTOR TO SUPPLY.

REFER TO HUME ENGINEERING DRAWINGS,
RS1.1 & RS2, FOR DETAILS OF THE FOUNDATION
1334 mm
[521 2 in]
2095.5 mm
[821 2 in]
2095.5 mm
[821 2 in]
2275 m
m
[89
5 8 in]
900 mm
[353 8 in]
457.2 mm
[18 in]
2810.6 mm
[1105 8 in]
457.2 mm
[18 in]
900 mm
[353 8 in]
1128.6 mm
[443 8 in]
1128.6 mm
[443 8 in]
3267.8 mm
[1285 8 in]
18" W x 30" D GRADE
BEAM W/3-#5
T&B & #3 TIES
@ 12" OC TYP
18" W x 30" D GRADE
BEAM W/3-#5
T&B & #3 TIES
@ 12" OC TYP
11/8/22

FRONT PERSPECTIVE
Parts List

QTYUNIT QTYITEM

QTYPART NUMBERITEM
201 7 16 in100 11 16 in2AS 1163 - C350L0 75x75x5.0 SHS - 25581 423 1 4 in211 5 8 in2AS 1163 - C350L0 75x75x5.0 SHS - 53752 274 5 8 in91 9 16 in3AS 1163 - C350L0 75x75x5.0 SHS - 23253 334 5 8 in83 11 16 in4AS 1163 - C350L0 75x75x5.0 SHS - 21254 180 11 16 in90 3 8 in2AS 1163 - C350L0 75x75x5.0 SHS - 22955 186 5 8 in93 5 16 in2AS 1163 - C350L0 75x75x5.0 SHS - 23706 537 3 8 in89 9 16 in6AS 1163 - C350L0 75x50x3.0 RHS - 22757 30 11 16 in30 11 16 in1AS 1163 - C350L0 75x50x3.0 RHS - 7808 14 11 16 in14 11 16 in1AS 1163 - C350L0 75x50x3.0 RHS - 372.59 87 1 8 in87 1 8 in1AS 1163 - C350L0 50x50x3.0 SHS - 2212.510 61 7 16 in30 11 16 in2AS 1163 - C350L0 50x50x3.0 SHS - 78011 353 9 16 in88 3 8 in4AS 1163 - C350L0 75x50x3.0 RHS - 224512 7 13 16 in3 15 16 in2AS 1163 - C350L0 50x50x3.0 SHS - 99.513 89 3 8 in44 11 16 in2AS 1163 - C350L0 50x50x3.0 SHS - 113514 33 3 8 in33 3 8 in1AS 1163 - C350L0 50x50x3.0 SHS - 84815 18 11 16 in6 1 4 in3AS 1163 - C350L0 75x75x5.0 SHS - 15816 242 1 8 in40 3 8 in6AS 1163 - C350L0 75x50x3.0 RHS - 102517 180 11 16 in90 3 8 in2AS 1163 - C350L0 75x75x3.0 SHS - 229518 103 1 4 in51 5 8 in2AS 1163 - C350L0 50x50x3.0 SHS - 131119 161 7 16 in40 3 8 in4AS 1163 - C350L0 75x25x2.5 RHS - 102520 41 15 16 in21 in2AS 1163 - C350L0 50x50x3.0 SHS - 53321 21 15 16 in11 in2AS 1163 - C350L0 50x50x3.0 SHS - 27922 3 16 in1 16 in45525423523
93 13 16 in93 13 16 in1AS 1163 - C350L0 50x50x3.0 SHS - 2382.524 1 16 in1 16 in25525062225
167 5 16 in83 11 16 in2AS 1163 - C350L0 50x25x3.0 RHS - 212526 167 7 16 in83 11 16 in2AS 1163 - C350L0 100x50x3.0 RHS - 2126.12627 167 5 16 in83 11 16 in2AS 1163 - C350L0 75x50x3.0 RHS - 212528 13 3 8 in13 3 8 in1AS 1163 - C350L0 50x50x3.0 SHS - 340.529 87 7 8 in87 7 8 in1AS 1163 - C350L0 50x50x3.0 SHS - 2232.530 32 5 8 in32 5 8 in1AS 1163 - C350L0 50x50x3.0 SHS - 82831 93 in93 in1AS 1163 - C350L0 50x50x3.0 SHS - 2362.532
12 5 8 in12 5 8 in1AS 1163 - C350L0 50x50x3.0 SHS - 320.533 10 3 4 in10 3 4 in1AS 1163 - C350L0 75x50x3.0 RHS - 272.534 88 3 8 in88 3 8 in1AS 1163 - C350L0 75x75x3.0 SHS - 224535 25 3 8 in12 11 16 in2AS 1163 - C350L0 75x50x3.0 RHS - 322.536 117 13 16 in14 3 4 in8AS 1163 - C350L0 50x50x3.0 SHS - 37437 217 1 16 in217 1 16 in1AS 1163 - C350L0 75x75x5.0 SHS - 551338 218 13 16 in218 13 16 in1AS 1163 - C350L0 75x75x5.0 SHS - 555839 70 3 16 in35 1 16 in2AS 1163 - C350L0 75x50x3.0 RHS - 89140 37 5 8 in18 13 16 in2AS 1163 - C350L0 75x25x2.5 RHS - 47841 3 16 in1 16 in45525433542
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
27/05/20221-B
21 JUPITER TWIN ACCESSIBLE USA FRAME -

SINGLE BABY CHANGE
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
11/05/2021
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
S
4 18
3223
23 17
2 37 33
37 2137
12 31
17 27
6 14
4 37
22 5
4 22
37 12
5 11
13 12
10 11
37 27
13 2137
12 37
29 24
14 15
23 6
17 30
1 23 2
3 3
26 26
30 17
4 16
16 8
17 20
41 40
20 19
1 36
7 9
16 39
36 7
34 28
35 38

REV DESCRIPTION DATE
1-B REMOVE ROOF OUTRIGGERS 29/04/2022
42 42
42 42
STEEL FRAME WELD CONNECTION DESIGN NOTE:

ALL HSS 3" x 3" x 3 16" WITH 1 4" WELDS ALL AROUND
11/8/22

REAR PERSPECTIVE
Parts List

QTYUNIT QTYITEM

QTYPART NUMBERITEM
201 7 16 in100 11 16 in2AS 1163 - C350L0 75x75x5.0 SHS - 25581 423 1 4 in211 5 8 in2AS 1163 - C350L0 75x75x5.0 SHS - 53752 274 5 8 in91 9 16 in3AS 1163 - C350L0 75x75x5.0 SHS - 23253 334 5 8 in83 11 16 in4AS 1163 - C350L0 75x75x5.0 SHS - 21254 180 11 16 in90 3 8 in2AS 1163 - C350L0 75x75x5.0 SHS - 22955 186 5 8 in93 5 16 in2AS 1163 - C350L0 75x75x5.0 SHS - 23706 537 3 8 in89 9 16 in6AS 1163 - C350L0 75x50x3.0 RHS - 22757 30 11 16 in30 11 16 in1AS 1163 - C350L0 75x50x3.0 RHS - 7808 14 11 16 in14 11 16 in1AS 1163 - C350L0 75x50x3.0 RHS - 372.59 87 1 8 in87 1 8 in1AS 1163 - C350L0 50x50x3.0 SHS - 2212.510 61 7 16 in30 11 16 in2AS 1163 - C350L0 50x50x3.0 SHS - 78011 353 9 16 in88 3 8 in4AS 1163 - C350L0 75x50x3.0 RHS - 224512 7 13 16 in3 15 16 in2AS 1163 - C350L0 50x50x3.0 SHS - 99.513 89 3 8 in44 11 16 in2AS 1163 - C350L0 50x50x3.0 SHS - 113514 33 3 8 in33 3 8 in1AS 1163 - C350L0 50x50x3.0 SHS - 84815 18 11 16 in6 1 4 in3AS 1163 - C350L0 75x75x5.0 SHS - 15816 242 1 8 in40 3 8 in6AS 1163 - C350L0 75x50x3.0 RHS - 102517 180 11 16 in90 3 8 in2AS 1163 - C350L0 75x75x3.0 SHS - 229518 103 1 4 in51 5 8 in2AS 1163 - C350L0 50x50x3.0 SHS - 131119 161 7 16 in40 3 8 in4AS 1163 - C350L0 75x25x2.5 RHS - 102520 41 15 16 in21 in2AS 1163 - C350L0 50x50x3.0 SHS - 53321 21 15 16 in11 in2AS 1163 - C350L0 50x50x3.0 SHS - 27922 3 16 in1 16 in45525423523
93 13 16 in93 13 16 in1AS 1163 - C350L0 50x50x3.0 SHS - 2382.524 1 16 in1 16 in25525062225
167 5 16 in83 11 16 in2AS 1163 - C350L0 50x25x3.0 RHS - 212526 167 7 16 in83 11 16 in2AS 1163 - C350L0 100x50x3.0 RHS - 2126.12627 167 5 16 in83 11 16 in2AS 1163 - C350L0 75x50x3.0 RHS - 212528 13 3 8 in13 3 8 in1AS 1163 - C350L0 50x50x3.0 SHS - 340.529 87 7 8 in87 7 8 in1AS 1163 - C350L0 50x50x3.0 SHS - 2232.530 32 5 8 in32 5 8 in1AS 1163 - C350L0 50x50x3.0 SHS - 82831 93 in93 in1AS 1163 - C350L0 50x50x3.0 SHS - 2362.532
12 5 8 in12 5 8 in1AS 1163 - C350L0 50x50x3.0 SHS - 320.533 10 3 4 in10 3 4 in1AS 1163 - C350L0 75x50x3.0 RHS - 272.534 88 3 8 in88 3 8 in1AS 1163 - C350L0 75x75x3.0 SHS - 224535 25 3 8 in12 11 16 in2AS 1163 - C350L0 75x50x3.0 RHS - 322.536 117 13 16 in14 3 4 in8AS 1163 - C350L0 50x50x3.0 SHS - 37437 217 1 16 in217 1 16 in1AS 1163 - C350L0 75x75x5.0 SHS - 551338 218 13 16 in218 13 16 in1AS 1163 - C350L0 75x75x5.0 SHS - 555839 70 3 16 in35 1 16 in2AS 1163 - C350L0 75x50x3.0 RHS - 89140 37 5 8 in18 13 16 in2AS 1163 - C350L0 75x25x2.5 RHS - 47841 3 16 in1 16 in45525433542
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
27/05/20221-B
22 JUPITER TWIN ACCESSIBLE USA FRAME -

SINGLE BABY CHANGE
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
11/05/2021
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
S
27 16
2 16
8 4
3 3
26 25
4 16
27 32
33 37
37 21
37 37
22 24
23 23
1 36
17 19
20 40
41 20
17 18
17 7
9 6
31 14
12 10
12 13
5 11
30 12
12 6
15 14
13 29
37 24
1 17
21 37
37 37
22 17
5 112
23 23
38 3934
7 36
28 35
42 42
42 42
STEEL FRAME WELD CONNECTION DESIGN NOTE:

ALL HSS 3" x 3" x 3 16" WITH 1 4" WELDS ALL AROUND
11/8/22

3. FRONT ELEVATION (NO ROOF) 1. RIGHT ELEVATION (NO ROOF)

4. PLAN (NO ROOF)
BF ( 1:10 )
BG ( 1 : 10 )
BH ( 1 : 10 )
BF
BG
BH
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
27/05/20221-B
23 JUPITER TWIN ACCESSIBLE USA FRAME -

SINGLE BABY CHANGE
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
11/05/2021
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
S
1840 mm
[721 2 in]
5525 mm
[2171 2 in]
30 mm
[11 8 in]
140 m
m
[5
1 2 in]
16 mm
[5 8 in]
2212.5 mm
[871 8 in]
780 mm
[303 4 in]
2232.5 mm
[877 8 in]
1406 m
m
[55
3 8 in]
245 m
m
[9
5 8 in]
374 m
m
[14
3 4 in]
2275 m
m
[89
5 8 in]
290.5 mm
[113 8 in]
540 mm
[211 4 in]
433 mm
[17 in]
540 mm
[211 4 in]
229 mm
[9 in]
229 mm
[9 in] 540 mm
[211 4 in]
433 mm
[17 in]
540 mm
[211 4 in]
270.5 mm
[105 8 in]780 mm
[303 4 in]
374 mm
[143 4 in]
50 mm
[2 in]
25 25
170 m
m
[6
3 4 in]
780 mm
[303 4 in]
2557.3 m
m
[100
5 8 in]
2400 m
m
[94
1 2 in]
322.5 mm
[123 4 in]
1200 m
m
[47
1 4 in]
1025 m
m
[40
3 8 in]
2558 m
m
[100
3 4 in]
2400 m
m
[94
1 2 in]
30 m
m
[1
1 8 in]
1025 mm
[403 8 in]
1025 mm
[403 8 in]
411 mm
[161 8 in]
405 mm
[16 in]
478 m
m
[18
7 8 in] 565 m
m
[22
1 4 in]
964 m
m
[38 in]
38 m
m
[1
1 2 in]
84 mm
[31 4 in]
2275 mm
[895 8 in]
1170 m
m
[46
1 8 in]
1025 m
m
[40
3 8 in]
2370 m
m
[93
1 4 in]
669 mm
[263 8 in]
NOTE: MAX SPAN BETWEEN SUPPORTS IS <1200mm (47in) FOR COMPRESSED SHEET PANELS 25 26
8 3
2 25 mm
[1 in]
170 m
m
[6
3 4 in]
100 mm
[37 8 in]
12 mm
[1 2 in]

PORTAL OFFSET

GUSSET TOP
& BOTTOM

PORTAL OFFSET
25 m
m
[1 in]
75 m
m
[3 in]
100 m
m
[3
7 8 in]
25 mm
[1 in]
26 2/S4
4/S4
3/-
1/-
1406 m
m
[55
3 8 in]
1910 mm
[751 4 in]
272.5 mm
[103 4 in]
1200 m
m
[47
1 4 in]
1025 m
m
[40
3 8 in]
FRONT
REAR
REAR
FRONT
STEEL FRAME WELD CONNECTION DESIGN NOTE:

ALL HSS 3" x 3" x 3 16" WITH 1 4" WELDS ALL AROUND
11/8/22

5. REAR ELEVATION (NO ROOF)

2. LEFT ELEVATION (NO ROOF)

6. FRONT LIFTING PLATE

DETAIL VIEW BJ

7. FRONT LIFTING PLATE

DETAIL VIEW BK
BJ BK
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
27/05/20221-B
24 JUPITER TWIN ACCESSIBLE USA FRAME -

SINGLE BABY CHANGE
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
11/05/2021
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
S

99.5 mm
[37 8 in]
1135 mm
[445 8 in]
1135 mm
[445 8 in]
848 mm
[333 8 in]
828 mm
[325 8 in]
5525 mm
[2171 2 in]
2212.5 mm
[871 8 in]
2232.5 mm
[877 8 in]

99.5 mm
[37 8 in]
1170 m
m
[46
1 8 in]
780 mm
[303 4 in]
1025 m
m
[40
3 8 in]
2370 m
m
[93
1 4 in]
1135 mm
[445 8 in]
1025 m
m
[40
3 8 in]
2370 m
m
[93
1 4 in]
2558 m
m
[100
3 4 in]
2400 m
m
[94
1 2 in]
2275 mm
[895 8 in]
964 m
m
[38 in]
75 m
m
[3 in]
165 m
m
[6
1 2 in]
140 mm
[51 2 in]
140 mm
[51 2 in]
165 m
m
[6
1 2 in]
75 m
m
[3 in]
NOTE: MAX SPAN BETWEEN SUPPORTS IS <1200mm (47in) FOR COMPRESSED SHEET PANELS 1025 mm
[403 8 in]
1025 mm
[403 8 in]
1170 m
m
[46
1 8 in]
1231 m
m
[48
1 2 in]
30 m
m
[1
1 8 in]
REAR
FRONT
REAR
FRONT
STEEL FRAME WELD CONNECTION DESIGN NOTE:

ALL HSS 3" x 3" x 3 16" WITH 1 4" WELDS ALL AROUND
11/8/22

FRONT ELEVATION

RIGHT ELEVATION

PLAN VIEW
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
27/05/20221-B
25 JUPITER TWIN ACCESSIBLE USA FRAME -

SINGLE BABY CHANGE
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
11/05/2021
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
S
1287.5 mm
[503 4 in]
1287.5 mm
[503 4 in]
1287.5 mm
[503 4 in]
1287.5 mm
[503 4 in]
1056.3 mm
[415 8 in]
1076.3 mm
[423 8 in]
780 mm
[303 4 in]
1056.3 mm
[415 8 in]
1056.3 mm
[415 8 in]
4°
2558 m
m
[100
3 4 in]
2370 m
m
[93
1 4 in]
2275 mm
[895 8 in]
NOTE: MAX SPAN BETWEEN SUPPORTS IS <1200mm (47in) FOR COMPRESSED SHEET PANELS 669 m
m
[26
3 8 in]
669 mm
[263 8 in]
5513 mm
[217 in]

22.5 mm
[7 8 in] 22.5 mm
[7 8 in]
6 mm
[1 4 in]
6 mm
[1 4 in]
REAR
FRONT
FRONT
REAR
STEEL FRAME WELD CONNECTION DESIGN NOTE:

ALL HSS 3" x 3" x 3 16" WITH 1 4" WELDS ALL AROUND
11/8/22

FRONT ELEVATION FRONT - ACCESSIBLE SWING DOOR
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
JUP22DD-US-TF1001
27/05/20221-B
26 JUPITER TWIN ACCESSIBLE USA FRAME -

SINGLE BABY CHANGE
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
11/05/2021
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
S
1287.5 mm
[503 4 in]
1287.5 mm
[503 4 in]
1287.5 mm
[503 4 in]
1287.5 mm
[503 4 in]
1045 mm
[411 8 in]
322.5 mm
[123 4 in]
745 mm
[293 8 in]
780 mm
[303 4 in]
745 mm
[293 8 in]
5525 mm
[2171 2 in]
1045 mm
[411 8 in]
342.5 mm
[131 2 in]

SWING DOOR FOR MANUAL

OPTION (REFER SHEET G/EXELOO

QUALITY ASSURANCE MANUAL)
953 mm
[371 2 in]

CLEAR OPENING
2064 m
m
[81
1 4 in]
1035 mm
[403 4 in]
STEEL FRAME WELD CONNECTION DESIGN NOTE:

ALL HSS 3" x 3" x 3 16" WITH 1 4" WELDS ALL AROUND
11/8/22

DETAIL CJ - TYPICAL
"T" CONNECTION & VERTICAL WELDS
( 1 : 10 )

DETAIL CL
POST TO BEAM CONNECTION ( 1 : 10 )

DETAIL CM

TYPICAL BASE PLATE CONNECTION

CENTRE PORTAL POST
( 1 : 10 )

DETAIL CP

TYPICAL BASE PLATE CONNECTION

CORNER PORTAL POSTS
( 1 : 10 )

DETAIL CT

LIFT PLATE TO

PORTAL/ROOF BEAM
1 : 10 )
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
27 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
S

POST PER PLAN
1/4"
1/4"
BEAM

POST PER PLAN

BEAM PER PLAN
1/4"
1/4"

CONCRETE SLAB PER PLAN
1/4"

HSS POST PER PLAN
PL
1 2"x10x10
1/4"
4-
3 8"Ø WELDED
STUDS x 3" LONG

CONCRETE SLAB PER PLAN
HSS 3x2x
1 8 FLAT

HSS POST PER PLAN

REFER TO HUME ENGINEERING DRAWINGS,
RS4, FOUNDATION, DATE 2020-09-21

FOR FOUNDATION DETAILS
NOTE (FOR DETAIL C - FOOTING @ SLAB):

1. THE SUBGRADE (BELOW THE AGGREGATE BASE) SHOULD BE SCARIFIED TO A DEPTH OF ABOUT 12 INCHES, MOISTURE CONDITIONED, TO AT LEAST 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT, AND RE-COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION PER ASTM D-1557.

2. THE BOTTOM OF THE FOOTING EXCAVATION SHOULD BE COMPACTED WITH A JUMPING JACK COMPACTOR WITH AT LEAST 4 PASSES.

3. THE SLAB SHOULD BE UNDERLAIN BY 2 INCHES A MASON SAND (ASTM C-144) COMPACTED WITH A VIBRATORY PLATE OVER A MINIMUM 4 INCHES OF CLASS 2 AGGREGATE BASE COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION.

PL
1 2"x10x10
1/4"
1/4"

76.1 mm
[3 in]
50 m
m
[2 in]

TIE IN REINFORCING

TO CAST IN PLATES

TIE IN REINFORCING

TO CAST IN PLATES
1/4"
1/4"

PORTAL BEAM

ROOF BEAM
75 m
m
[3 in]

76.1 mm
[3 in]
3 4" LIFT PLATE
3 4" LIFT PLATE

28.2 mm
[11 8 in] 30 mm
[11 8 in]
141.3 m
m
[5
5 8 in]
STEEL FRAME WELD CONNECTION DESIGN NOTE:

ALL HSS 3" x 3" x 3 16" WITH 1 4" WELDS ALL AROUND
11/8/22
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
28 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B
11/8/22
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
29 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B
11/8/22
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
30 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B
11/8/22
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
31 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B
11/8/22

DOOR ENTRY & CONCRETE APRON
( 1 : 3 )
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
Drawn by:

Approved by:

Creation Date:

Rev.

Finish:

Description:

Drawing No:Material:

SPECIFICATION SUBJECT TO CHANGE WITHOUT NOTICE
Proj:

Checked by:

Units:

Sheet No.

Scale:Tolerance:

DO NOT SCALE - IF IN DOUBT ASK
ASJUP22DD-US1BON
24/08/20221-H
32 JUPITER TWIN ACCESSIBLE USA
JJG
in
N.T.S.

REF
26 Paramount Dve Henderson 0610
PO Box 33-256 Takapuna, Auckland
T: +64-9-838-8912 F: +64-9-838-8913
+/-0.5
R
Rev Date.
16/04/2012
New Zealand Australia
Unit 18, 62-66 Newton Rd Wetherill Park
PO Box 12 Liverpool NSW 1871
T: +61-2-975-3444 F: +61-2-1-800-105-504
954 Toro St San Luis Obispo CA 93401
PO Box 13310 San Luis Obispo CA 93406
T: (800) 676-5290 or 1-800-303-3506
USA
B

CONCRETE APRON
(BY OTHERS)

FLOOR DRAIN GRATE

DOOR THRESHOLD

FLOOR TILE

POCKET SLIDING DOOR
CONCRETE SLAB BASE130 mm
[51 8 in]

FRONT OF SLAB
12 m
m
[12 in] FLOOR TILE

11.8 mm
[1 2 in]

THRESHOLD
5 m
m
[14 in]
11/8/22
.
“” “”
··············
NO. DATE : ISSUED FOR :

S H E E T N A M E :P R O J E C T: S H E E T N O.D R A W N B Y :RS0.120 020DETAILS 2022-05-09STAMPED SET #01
ALL DESIGN, IDEAS, SPECIFICATIONS AND OTHER INFORMATION ON THEDRAWINGS ARE FOR USE ON THE SPECIFIED PROJECT AND ARE NOT TOBE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNERWITHOUT THE WRITTEN CONSENT OF THOM HUME CONSULTINGENGINEERS. THEIR USE SHALL BE RESTRICTED TO THE ORIGINAL SITEFOR WHICH THEY WERE PREPARED.

P.O. Box 15238San Luis Obispo, Ca. 93406e-mail: [email protected]: (805) 543-6311Fax: (805) 781-9476SB Phone: 962-6311 P.O. Box 15238San Luis Obispo CA 93406805-543-6311SDSStructural Drafting Services JUPITER DOUBLE UNITJUP22DD, JUP32DD,, JUP42DD,JUP52DD
2022-06-07STAMPED SET #02
O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\xref\20 020 D- DETAILS.dwg, 6/7/2022 8:24:15 AM, alma Digitally signed by Thom
DN: C=US,
[email protected],
O=THE inc, OU=THE,
CN=Thom
Location: SLO
Reason: I am approving
this document
Contact Info: Thom
Date: 2022.06.07
16:36:12-07'00'
NO. DATE : ISSUED FOR :

S H E E T N A M E :P R O J E C T: S H E E T N O.D R A W N B Y :RS1.120 020DETAILS 2022-05-09STAMPED SET #01
ALL DESIGN, IDEAS, SPECIFICATIONS AND OTHER INFORMATION ON THEDRAWINGS ARE FOR USE ON THE SPECIFIED PROJECT AND ARE NOT TOBE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNERWITHOUT THE WRITTEN CONSENT OF THOM HUME CONSULTINGENGINEERS. THEIR USE SHALL BE RESTRICTED TO THE ORIGINAL SITEFOR WHICH THEY WERE PREPARED.

P.O. Box 15238San Luis Obispo, Ca. 93406e-mail: [email protected]: (805) 543-6311Fax: (805) 781-9476SB Phone: 962-6311 P.O. Box 15238San Luis Obispo CA 93406805-543-6311SDSStructural Drafting Services JUPITER DOUBLE UNITJUP22DD, JUP32DD,, JUP42DD,JUP52DD
2022-06-07STAMPED SET #02
O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\xref\20 020 D- DETAILS.dwg, 6/7/2022 8:24:18 AM, alma

NO. DATE : ISSUED FOR :

S H E E T N A M E :P R O J E C T: S H E E T N O.D R A W N B Y :RS220 020FOUNDATION & ROOF PLAN 2022-05-09STAMPED SET #01
ALL DESIGN, IDEAS, SPECIFICATIONS AND OTHER INFORMATION ON THEDRAWINGS ARE FOR USE ON THE SPECIFIED PROJECT AND ARE NOT TOBE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNERWITHOUT THE WRITTEN CONSENT OF THOM HUME CONSULTINGENGINEERS. THEIR USE SHALL BE RESTRICTED TO THE ORIGINAL SITEFOR WHICH THEY WERE PREPARED.

P.O. Box 15238San Luis Obispo, Ca. 93406e-mail: [email protected]: (805) 543-6311Fax: (805) 781-9476SB Phone: 962-6311 P.O. Box 15238San Luis Obispo CA 93406805-543-6311SDSStructural Drafting Services JUPITER DOUBLE UNITJUP22DD, JUP32DD,, JUP42DD,JUP52DD
2022-06-07STAMPED SET #02
O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\20 020 S2 FOUNDATION & ROOF PLAN.dwg, 6/7/2022 8:24:39 AM, alma

NO. DATE : ISSUED FOR :

S H E E T N A M E :P R O J E C T: S H E E T N O.D R A W N B Y :RS320 020ELEVATION PLAN 2022-05-09STAMPED SET #01
ALL DESIGN, IDEAS, SPECIFICATIONS AND OTHER INFORMATION ON THEDRAWINGS ARE FOR USE ON THE SPECIFIED PROJECT AND ARE NOT TOBE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNERWITHOUT THE WRITTEN CONSENT OF THOM HUME CONSULTINGENGINEERS. THEIR USE SHALL BE RESTRICTED TO THE ORIGINAL SITEFOR WHICH THEY WERE PREPARED.

P.O. Box 15238San Luis Obispo, Ca. 93406e-mail: [email protected]: (805) 543-6311Fax: (805) 781-9476SB Phone: 962-6311 P.O. Box 15238San Luis Obispo CA 93406805-543-6311SDSStructural Drafting Services JUPITER DOUBLE UNITJUP22DD, JUP32DD,, JUP42DD,JUP52DD
2022-06-07STAMPED SET #02
O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\20 020 S3 ELEVATION PLAN.dwg, 6/7/2022 8:24:44 AM, alma

NO. DATE : ISSUED FOR :

S H E E T N A M E :P R O J E C T: S H E E T N O.D R A W N B Y :RSD1.120 020DETAILS 2022-05-09STAMPED SET #01
ALL DESIGN, IDEAS, SPECIFICATIONS AND OTHER INFORMATION ON THEDRAWINGS ARE FOR USE ON THE SPECIFIED PROJECT AND ARE NOT TOBE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNERWITHOUT THE WRITTEN CONSENT OF THOM HUME CONSULTINGENGINEERS. THEIR USE SHALL BE RESTRICTED TO THE ORIGINAL SITEFOR WHICH THEY WERE PREPARED.

P.O. Box 15238San Luis Obispo, Ca. 93406e-mail: [email protected]: (805) 543-6311Fax: (805) 781-9476SB Phone: 962-6311 P.O. Box 15238San Luis Obispo CA 93406805-543-6311SDSStructural Drafting Services JUPITER DOUBLE UNITJUP22DD, JUP32DD,, JUP42DD,JUP52DD
2022-06-07STAMPED SET #02
O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\xref\20 020 D- DETAILS.dwg, 6/7/2022 8:25:18 AM, alma

NO. DATE : ISSUED FOR :

S H E E T N A M E :P R O J E C T: S H E E T N O.D R A W N B Y :RSD1.220 020DETAILS 2022-05-09STAMPED SET #01
ALL DESIGN, IDEAS, SPECIFICATIONS AND OTHER INFORMATION ON THEDRAWINGS ARE FOR USE ON THE SPECIFIED PROJECT AND ARE NOT TOBE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNERWITHOUT THE WRITTEN CONSENT OF THOM HUME CONSULTINGENGINEERS. THEIR USE SHALL BE RESTRICTED TO THE ORIGINAL SITEFOR WHICH THEY WERE PREPARED.

P.O. Box 15238San Luis Obispo, Ca. 93406e-mail: [email protected]: (805) 543-6311Fax: (805) 781-9476SB Phone: 962-6311 P.O. Box 15238San Luis Obispo CA 93406805-543-6311SDSStructural Drafting Services JUPITER DOUBLE UNITJUP22DD, JUP32DD,, JUP42DD,JUP52DD
2022-06-07STAMPED SET #02
O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\xref\20 020 D- DETAILS.dwg, 6/7/2022 8:25:21 AM, alma

NO. DATE : ISSUED FOR :

S H E E T N A M E :P R O J E C T: S H E E T N O.D R A W N B Y :RSD1.320 020DETAILS 2022-05-09STAMPED SET #01
ALL DESIGN, IDEAS, SPECIFICATIONS AND OTHER INFORMATION ON THEDRAWINGS ARE FOR USE ON THE SPECIFIED PROJECT AND ARE NOT TOBE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNERWITHOUT THE WRITTEN CONSENT OF THOM HUME CONSULTINGENGINEERS. THEIR USE SHALL BE RESTRICTED TO THE ORIGINAL SITEFOR WHICH THEY WERE PREPARED.

P.O. Box 15238San Luis Obispo, Ca. 93406e-mail: [email protected]: (805) 543-6311Fax: (805) 781-9476SB Phone: 962-6311 P.O. Box 15238San Luis Obispo CA 93406805-543-6311SDSStructural Drafting Services JUPITER DOUBLE UNITJUP22DD, JUP32DD,, JUP42DD,JUP52DD
2022-06-07STAMPED SET #02
O:\Jobs Active\20 020 Exeloo HCD_Exeloo\20 020 Jupiter Twin HCD Package\20 020 Dwg's Version 11.0\xref\20 020 D- DETAILS.dwg, 6/7/2022 8:25:23 AM, alma

Attachment C

1 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079

CONSTRUCTION AGREEMENT

BY AND BETWEEN

THE CITY OF VICTORVILLE
AND
LM RASMUSSEN CONSTRUCTION, INC.

FOR

EXELOO PREFABRICATED RESTROOM INSTALLATION,
PROJECT CC23-079

THIS CONSTRUCTION AGREEMENT (the “Agreement”) dated this __________________ day of ______________, 20___, for reference purpose only, is made and entered into by and between the City of Victorville, a municipal corporation located in the County of San Bernardino, State of California, hereinafter referred to as t he “City”, and LM Rasmussen Construction, Inc., a California corporation, hereinafter referred to as the “Contractor”. The City and the Contractor are sometimes hereinafter referred to as a “Party” and collectively referred to as the “Parties.”

RECITALS:

WHEREAS, the City requires Exeloo Prefabricated Restroom Installation, Project CC23-079 (the Project); and

WHEREAS, in light of the facts set forth above, the City desires to retain Contractor in connection with Exeloo Prefabricated Restroom Installation; and

NOW, THEREFORE, IN CONSIDERATION OF THE COVENANTS, CONDITIONS, AND

PROMISES CONTAINED HEREIN AND FOR SUCH OTHER GOOD AND VALUABLE CONSIDERATION, THE PARTIES HERETO AGREE AS FOLLOWS:

Section 1. RECITALS

The Recitals set forth above are true and correct and are hereby incorporated into this Agreement by this reference, as though set forth herein.

Section 2. TERM OF AGREEMENT

This Agreement shall commence within Fifteen (15) Calendar Days after issuance of Notice to Proceed (the “Commencement Date”) and shall terminate upon completion of the Project One Hundred Twenty (120) Calendar Days after Commencement Date (the “Termination Date”), unless sooner terminated in accordance with the provisions of this Agreement (the “Term”).

From and after the Termination Date, and upon subsequent agreement by the Parties, this Agreement may continue on a month- to-month basis until terminated pursuant to Section 3 below.

Section 3. TERMINATION OR SUSPENSION

a. This Agreement may be terminated or suspended without cause by either Party at any time, provided that the Party initiating the termination provides the other Party at least thirty (30) days advance written notice of s uch termination or suspe nsion. In the event of such 2 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079

termination, the City shall only be liable for payment under the payment provisions of this Agreement for satisfactory work rendered or supplies actually furnished prior to the effective date of termination.

b. This Agreement may be terminated or suspended with cause by either Party at any time, provided that the Party initiating termination provides the other Party at least ten (10) days advance written notice of such termination or suspension. In the event of such termination, the City shall only be liable for payment under the payment provisions of this Agreement for satisfactory work rendered or supplies actually furnished prior to the effective date of termination.

Section 4. CONTRACT DOCUMENTS; PRIORITY

a. Contract Documents. The Contract Documents consist of the following documents, all of which are either attached hereto as exhibits or are incorporated herein by this reference .

Said Contact Documents are intended to be correlative and constitute Contractor’s performance obligations:

1. This Agreement.

2. Exhibits A & B.

3. Notice Inviting Bids for the Project.

4. Specifications for the Project.

5. Special Provisions.

6. Non-Collusion Declaration.

7. Guaranty.

b. Interpretation. In the event of any conflict between any of the Contract Documents, the document highest in the order of precedence (from highest to lowest), as set forth in Subsection 4.a above shall control.

Section 5. CONTRACTOR’S OBLIGATIONS

Contractor shall complete the Project as specifically set forth in the Contract Documents.

Contractor shall furnish, at its own cost and expense, all labor, services, material, tools, equipment, supplies, transportation, and any other items and facilities necessary therefore, as provided in the Contract Documents.

Section 6. C OMPENSATION

The Contractor agrees to receive and accept the following amount, not to exceed One Hundred Eighty- four Thousand Eight Hundred Forty -three and 00/100 Dollars ($184,843.00), as full compensation for furnishing; all materials, doing all the work contemplated and embraced in this contract, all loss or damage arising out of the nature of the work aforesaid, the action of the elements, any unforeseen difficulties or obstructions w hich may arise or be encountered in the execution of the work until its acceptance by the City, and for all risks of every description connected with the work, all expenses incurred by or in consequence of the suspension or discontinuance of work well and faithfully completing the whole work, thereof, according to the requirements of the agreement documents and to the satisfaction of Eddie Gleason, Facilities Manager, or his designee, to wit: See Exhibit “A”, Scope of Work.

3 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079

Section 7. BID PROPOSAL FORMS

The City shall pay Contractor as provided in the Bid Proposal Forms, attached hereto as Exhibit “B”, and incorporated herein by this reference as though set forth in full, subject to approval of the City, when applicable.

Section 8. PREVAILING WAGES

a. Compliance with State and Federal Wage Requirements. As a federally funded Project, the work called for in this Contract must be carried out in compliance with both Federal and State prevailing wage rates, together with all other applicable State and Federal labor laws and requirements specified in the Contract Documents. It is further expressly agreed by and between the Parties hereto that should there be any conflict between the terms of this Contract and the Bid Proposal and Price Schedules submitted by Contractor, then this Contract shall control, and nothing herein shall be considered as an acceptance of the terms of said Bid Proposal conflicting with the requirements of this Section.

b. State Wages - In accordance with the provisions of California Labor Code Sections (1720,1770- 1776, 1810, 1813 and 1815, as amended and applicable), the Sta te Director of Industrial Relations has determined the general prevailing rates of per diem wages in the locality where the Project is to be done. Copies of the updated Wage Determination rates are available from the CITY and the State of California via the internet at www.dir.ca.gov.

Additionally, copies of the prevailing rate of per diem wages and federal wage decision rates are on file at the City of Victorville Finance Department and shall be made available for review to any interested party on reques t. Notwithstanding anything in the Contract Documents to the contrary, Contractor and all subcontractors shall pay not less than said specified State of California rates to all workers employed by them in the execution of the work contemplated by this Contract. Contractor shall be responsible for using the correct and current prevailing wage rates.

c. AB219 (as applicable) adds Section 1720.9 to the Labor Code, the hauling and delivery of ready-mixed concrete to carry out a public works contract, with respect to contracts involving state agency or any political subdivision of the state. Section 1720.9 defines the term “ready-mixed” concrete and specifies that the rate of pay shall be the current prevailing wage “for the geographical area in which the factory or batching plant is located” as determined by the DIR. The statute also requires a written agreement between the party hauling or delivering the ready-mixed concrete and the party that engaged its services. Nothing in Section 1720.9 shall cause any company to be treated as a contractor or subcontractor for any purpose other than the application of this chapter of the Labor Code.

d. The delivery company shall provide certified payroll records under Labor Code section 1776(a) to the party that engaged its services and to the general contractor within five working days after the employee has been paid, accompanied by a written time record within five working days after the employee has been paid, accompanied by a written time record. The time record must be certified by each driver for the performance of job duties.

e. Federal Wages – In accordance with the provisions of the Davis -Bacon Act, and related Federal labor requirements in the Contract Documents with which Contractor has agreed to comply, the Secretary of Labor has determined the general prevailing wage rates, applicable to federally funded construction projects. A copy of the current General Federal Wage Decision applicable to the work to be performed on this Project is attached to this 4 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079

Contract as Exhibit “C”. Contractor and all subcontractors shall pay not less than said specified Federal rates to all workers employed by them in the execution of the work under this Contract.

Contractor shall be responsible for using the correct and current Federal prevailing wage rates.

f. Payment of State Wages Required when Higher. Notwithstanding the provisions of Subsection c above, payment of State Prevailing Wage Rates when higher than Federal Wage Rates, are required whenever federally funded or assisted projects are controlled or carried out by California awarding bodies of any sort. The City is considered a California awarding body. Therefore, the higher of State Prevailing Wage and Federal Wage Rates shall apply to this Project and shall be paid by Contractor and all subcontractors.

g. Contractor shall be solely responsible for using the correct wage decision or determination and performing accordingly. An error on the part of any awarding body does not relieve the Contractor from the responsibility for payment of the correct State prevailing wage and compliance with the maintenance and inspection of payroll records, posting of prevailing wage rates at work site, employment of apprentices, and other requirements of California Labor Code Section 1720, et seq.; California Code of Regulations, Title 8, Section 16000 et seq.; and all other applicable State labor laws. Contractor further acknowledges and agrees that it will be independently responsible for reviewing the applicable laws and regulations and effectuating compliance with those laws. Contractor will require the same of all its subcontractors.

h. Contractor shall provide completed WEEKLY CERTIFIED PAYROLL and DAILY SIGN IN SHEETS with each invoice presented to the CITY, substantially in the form and containing the information set forth on the sample Weekly Certified Payroll and Daily S ign In Sheets provided in the Contract Documents. Payment of said invoices WILL be delayed absent these documents.

i. Contractor shall provide completed EMPLOYEE INFORMATION SHEETS, substantially in the f orm and containing the information set forth on the sample Employee Information Sheets provided in the Contract Documents, for each employee listed on the Weekly Certified Payroll or Daily Sign -In Sheets prior to, or along with the first invoice. This document is required only once per employee. Payment of said invoices WILL be delayed absent these documents.

j. The statutory penalties for failure to pay prevailing wage or to comply with State wage and hour laws will be enforced. Contractor must forfeit to CITY TWENTY -FIVE DOLLARS ($25.00) per day for each worker who works in excess of the minimum working hours when Contractor does not pay overtime. In accordance with the provisions of Labor Code Sections 1810 et seq., eight (8) hours is the legal working day.

Section 9. W ORKERS’ COMPENSATION INSURANCE

Contractor shall procure and maintain, at its own expense, during the Term of this Agreement, workers’ compensation insurance, providing coverage as required by the California State Workers’ Compensation Law. If any class of employees employed by Contractor is not protected by the California State Workers’ Compensation Law, Contractor shall provide adequate insurance for the protection of such employees to the satisfaction of the City.

In conformance with current statutory requirements of Section 1860 et seq., of the Labor Code of the State of California, the undersigned confirms the following as their certification:

5 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079

I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions before commencing the performance of the work of this contract.

Section 10. NOTICE TO PROCEED

No work, service, material, or equipment shall be performed or furnished under this Contract unless and until a Notice to Proceed has been given to the Contractor by the City.

Contractor shall commence work pursuant to the Contract Documents as directed by the City in the Notice to Proceed, and to diligently execute the same to completion within the time limits set forth in the Contract Documents.

Section 11. COMPLIANCE WITH LAWS

Contractor shall comply with all local, state, and federal laws and regulations applicable to the performance of the work required by the Contract Documents, including any rule, regulation, or bylaw governing the conduct or performance of Contractor, its employees, officers, board members, agents, independent contractors, and subcontractors. Unless otherwise specified in the Contract Documents, all required permits and licenses shall be held or obtained by the Contractor at its sole expense.

Section 12. COMMERCIAL GENERAL AND AUTOMOBILE LIABILITY

INSURANCE

Contractor shall procure and maintain at its own expense, during the term of this Agreement, com mercial general liability insurance, of not less than One Million Dollars ($1,000,000) per occurrence, and Two Million Dollars ($2,000,000) in the aggregate, for bodily injury, personal injury, death, loss, or damage resulting from the wrongful or negligent acts by the Contractor or its officers, employees, servants, volunteers, and agents and independent contractors.

Contractor shall further procure and maintain, at its own expense, during the Term of this Agreement, commercial vehicle liability insurance covering personal injury and property damage, of not less than One Million Dollars ($1,000,000) Combined Single Limit, covering any vehicle(s) utilized by Contractor or its officers, employees, servants, volunteers, or agents and independent contractors in performing the services required by this Agreement.

Section 13. COURSE OF CONSTRUCTION/INLAND MARINE INSURANCE

Contractor, and or any of its subcontractors, suppliers, vendors, employees, or person whom it performing any work under this agreement shall purchase, and maintain insurance to the full contract and insurable value thereof commonly referred to as a Course of Construction, Builders’ Risk, or an Inland Marine policy that offers “Installation” coverage for all materials, supplies, equipment, and property obtained by, or for Contractor, which is to become part of the work while such equipment and property is stored at the jobsite, at temporary locations, or while in transit to the project from such temporary locations. Contractor, and or any of its subcontractors, suppliers, vendors, employees, or person whom is performing any work under this agreement shall also be responsible for insuring their owned, leased/rented or borrowed equipment. Insurance should also include a Loss Payee, and a Waiver of Subrogation Endorsement(s) in favor of the City of Victorville.

6 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079

Section 14. ADDITIONAL INSURED

Notwithstanding any inconsistent statement in any required insurance policies or any subsequent endorsements attached thereto, the protection offered by all policies, except for Workers' Compensation coverage, shall bear an endorsement whereby it is provided that, the City and its officers, employees, servants, volunteers, and agents and independent contractors, including, without limitation, the City Attorney, are named as Additional Insureds.

Section 15. WAIVER OF SUBROGATION RIGHTS

Contractor shall r equire the carriers of all required insurance policies to waive all rights of subrogation against the City and its officers, volunteers, employees, contractors, and subcontractors. Each policy of insurance shall be endorsed to reflect such waiver.

Section 16. PROOF OF INSURANCE COVERAGE; REQUIRED PRIOR TO

COMMENCEMENT OF SERVICES

a. Contractor shall secure from a good and responsible company or companies authorized to do insurance business in the State of California the policies of insurance required by this Agreement and furnish to the City Clerk certificates of said insurance at least one (1) day prior to the commencement of any services to be performed under this Agreement.

b. The certificates of insurance shall bear an endorsement whereby it is provided that, in the event of cancellation or amendment of any required insurance policy for any reason whatsoever, the City shall be notified by mail, postage prepaid, not less than thirty (30) days before the cancellation or amendment is effective. In the case of non -payment, ten (10) days’ advance written notice shall be given.

c. The certificates of insurance shall bear an endorsement whereby it is provided that the respective insurance policy shall not be terminated or expire without first providing thirty (30) days written notice to the City of such termination or expiration.

d. The certificates of insurance shall indicate that the respective insurance policy will be maintained throughout the Term of this Agreement.

e. The Commercial General Liability and vehicle liability policies shall be endorsed to contain the following provision: “For any claims related to this Contract, Contractor’s service coverage shall be pri mary with respect to the City. Any insurance maintained by the City shall be in excess of Contractor’s insurance and shall not contribute to it.

Section 17. TIME OF THE ESSENCE

Time is of the essence in the performance of this Agreement.

Section 18. INDEMNIFICATION

Notwithstanding the limits of any insurance, Contractor shall indemnify the City, its officials, officers, agents, volunteers and employees against, and will hold and save them and each of them harmless from, any and all actions, suits, claims, damages to persons or property, losses, costs, penalties, obligations, errors, omissions or liabilities, (herein "claims or liabilities") that may be asserted or claimed by any person, firm or entity arising or alleged to arise out of or 7 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079

in connection with the negligent performance of the work, operations or activities of Contractor, its agents, employees, subcontractors, or invitees, provided for herein, or arising or alleged to arise from the negligent acts or omissions of Contractor hereunder, or arising or alleged to arise from Contractor's negligent performance of or failure to perform any term, provision, covenant or condition of this Agreement, but excluding such claims or liabilities or portion of such claims or liabilities arising or alleged to arise from the negligence or willful misconduct of the City its officials, officers, agents, volunteers or employees, and in connection therewith:

a. Contractor will defend any action or actions filed in connection with any of said claims or liabilities and will pay all costs and expenses, including legal costs and attorneys' fees incurred in connection therewith;

b. Contractor will promptly pay any judgment rendered against the City, its officials, officers, agents or employees for any such claims or liabilities arising or alleged to arise out of or in connection with Contractor's (or its agents', employees', subcontractors' or invitees') negligent performance of or failure to perform such work, operations or activities hereunder; and Contractor agrees to save and hold the City, its officials, volunteers, officers, agents, and employees harmless there from;

c. In the event the City, its officials, officers, agents, volunteers or employees is made a Party to any action or proceeding filed or prosecuted against Contractor for such damages or other claims arising or alleged to arise out of or in connection with the negligent performance of or failure to perform the work, operation or activities of Contractor hereunder, Contractor shall pay to the City, its officials, volunteers officers, agents or employees, any and all costs and expenses incurred by the City, its officers, agents or employees in such action or proceeding, including but not limited to, legal costs and attorneys' fees for counsel acceptable to City;
d. Contractor's duty to defend and indemnify as set out in this Section shall include any claims, liabilities, obligations, losses, demands, actions, penalties, suits, costs, expenses or damages or injury to persons or property arising or alleged to arise from, in connection with, as a consequence of or pursuant to any state or federal law or regulation regarding hazardous substances, including but not limited to the Federal Insecticide, Fungicide and Rodenticide Act ("FIFRA"), Comprehensive Environmental Response, Compensation and Liability Act of 1980 ("CERCLA"), Resource Conservation and Recovery Act of 1976 ("RCRA"), the Hazardous and Solid Waste Amendments of 1984, the Hazardous Material Transportation Act, the Toxic Substances control Act, the Clean Air Act, the Clean Water Act, the California Hazardous Substance Account Act, the California Hazardous Waste Control Law or the Porter -Cologne Water Quality Control Act, as any of those statutes may be amended from time to time;

The Contractor's indemnification obligations pursuant to this Section shall survive the termination of this Agreement. Contractor shall require the same indemnification from all subcontractors.

Section 19. REPORTS

Upon request by Eddie Gleason, Facilities Manager , or his designee, Contractor shall prepare and submit reports concerning Contractor's performance of the work required by this Agreement.

8 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079

Section 20. RECORDS

a. Contractor shall keep such books and records as shall be necessary to perform the services required by this Agreement and enable Eddie Gleason, Facilities Manager, or his designee, to evaluate the cost and the performance of such services.

b. Books and records pertaining to costs shall be kept and prepared in accordance with generally accepted accounting principles . Eddie Gleason, Facilities Manager , or his designee, shall have full and free access to such books and records at all reasonable times, including the right to inspect, copy, audit, and make records and transcripts from such records.

d. Records and supporting documents pertaining to the use of funds paid to Contractor hereunder shall be retained by Contractor and made available to Eddie Gleason, Facilities Manager, or his designee, for purposes of performing an audit for a period of five (5) years from the date of termination of this Agreement.

Section 21. MODIFICATIONS AND AMENDMENTS

This Agreement may be modified or amended only by a written instrument signed by both Parties.

Section 22. ENTIRE AGREEMENT

a. This Agreement supersedes any and all prior or contemporaneous agreements, either oral or written, between the City and Contractor with respect to the subject matter of this Agreement.

b. The Contract Documents contain all of the covenants and agreements between the Parties with respect to the subject matter herein, and each Party acknowledges that no representations, inducements, promises, or agreements have been made by or on behalf of any Party, except those covenants and agreements in this Agreement and the Contract Documents.

c. No agreement, statement, or promise with respect to the subject matter of the Contract Documents, which is not contained in the Contract Documents, or in a valid modification or amendment to the Contract Documents, shall be valid or binding on either Party.

Section 23. AMBIGUITIES

This Agreement is in all respects intended by each Party hereto to be deemed and construed to have been jointly prepared by the Parties and the Parties hereby expressly agree that any uncertainty or ambiguity existing herein shall not be interpreted against either of them.

Except as expressly limited by this paragraph, all of the applicable rules of interpretation of contract shall govern the interpretation of any uncertainty or ambiguity of this Agreement.

Notwithstanding the foregoing, the Parties agree that Exhibit “B” are attached hereto for reference purposes and to the extent there are any ambiguities, inconsistencies or conflicts between the terms of this Construction Agreement and Exhibit “B”, the terms of this Construction Agreement shall control and nothing set forth in Exhibit “B” shall be deemed to supersede any of the provisions of this Construction Agreement.

9 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079

Section 24. NOTICES

a. Any notice to be provided pursuant to this Agreement shall be in writing, and all such notices shall be delivered by personal service or by deposit in the United States mail, certified or registered, return receipt requested, with postage prepaid, and addressed to the Parties as follows:

To the City: Eddie Gleason, Facilities Manager
City of Victorville
14343 Civic Drive
Victorville, CA 92392

To Contractor: Lars Rasmussen, President
LM Rasmussen Construction, Inc.
1137 Alpine Heights Rd.

Alpine, CA 91901

b. Notices, payments, and other documents shall be deemed delivered upon receipt by personal service or as of the second (2nd) day after deposit in the United States mail.

Section 25. NON-LIABILITY OF CITY OFFICERS AND EMPLOYEES

No officer or employee of the City shall be personally liable to Contractor, or any successor in interest, in the event of any default or breach by the City or for any amount, which may become due to Contractor or to its successor(s), or for any breach of any obligation of the terms of this Agreement.

Section 26. REVIEW BY ATTORNEYS

Each Party hereto has had its attorneys review this Agreement and all related documents. Each Party hereto has consulted with its attorneys and has negotiated the terms of this Agreement based on such consultation.

Section 27. CARE OF WORK

Contractor must adopt reasonable methods during the life of the Agreement to furnish continuous protection to the work, and the equipment, materials, papers, documents, plans, studies and other components to prevent losses or damages, and will be responsible for all damages, to persons or property, until acceptance of the work by the City, except those losses or damages as may be caused by the City’s own negligence. The performance of the work by Contractor or the payment of money by the City shall not relieve Contractor from any obligation to correct any incomplete, inaccurate, or defective work at no further cost to the City, when such inaccuracies are due to the negligence of Contractor.

10 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079

Section 28. CAPTIONS AND HEADINGS

The captions and headings contained in this Agreement are provided for identification purposes only and shall not be interpreted to limit or define the content of the provisions described under the respective caption or heading.

Section 29. SUCCESSORS, HEIRS, AND ASSIGNS

Except as otherwise expressly provided herein, this Agreement shall be binding upon the successors, endorsees, assigns, heirs, and personal representatives of each of the Parties to this Agreement and, likewise, shall inure to the benefit of the successors, endorsees, assigns, heirs, and personal representatives of each of the Parties.

Section 30. GENDER; PLURAL

In this Agreement, unless the context clearly requires otherwise, the masculine, feminine and neuter genders and the singular and the plural shall include one another.

Section 31. SEVERABILITY

If any one or more of the sentences, clauses, paragraphs, or sections contained herein is declared invalid, void, or unenforceable by a court of competent jurisdiction, the same shall be deemed severable from the remainder of this Agreement and shall not affect, impair, or invalidate any of the remaining sentences, clauses, paragraphs, or sections contained herein.

Section 32. GOVERNING LAW

The validity of this Agreement and any of its terms or provisions, as well as the rights and duties of the Parties under this Agreement, shall be construed pursuant to and in accordance with California law.

Section 33. CUMULATIVE REMEDIES

Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the Parties are cumulative and the exercise by either Party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default of any other default by the other Party.

Section 34. VENUE

All proceedings involving disputes over the terms, provisions, covenants, or conditions contained in this Agreement and all proceedings involving any enforcement action related to this Agreement shall be initiated and conducted in the applicable court or forum in San Bernardino County, California.

Section 35. ATTORNEY'S FEES

Should any litigation, specifically including but not limited to, arbitration and other non- judicial resolution of disputes be commenced between the Parties to this agreement concerning this agreement or the rights and duties of either i n relation thereto, the Parties prevailing in such litigation or other proceeding shall be entitled, in addition to such other relief as may be granted, to 11 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079

a reasonable sum as and for attorney fees in such litigation where the proceeding which, if not agreed upon by the Parties, shall be determined by the court or other entity in which such litigation or other proceeding is brought.

Section 36. EFFECTIVENESS OF AGREEMENT

This Agreement shall not be binding upon the City, until signed by the authorized representative(s) of Contractor , approved by the City’s Risk Manager, and executed by the authorized City personnel or Mayor.

Section 37. REPRESENTATIONS OF PARTIES AND PERSONS

EXECUTING AGREEMENT

a. Each of the Parties to this Agreement hereby represents that all necessary and appropriate actions of their governing bodies have been taken to make this Agreement a binding obligation of each of the Parties hereto.

b. The persons executing this Agreement warrant that they are duly authorized to execute this Agreement on behalf of and bind the Parties each purports to represent.

Section 38. COUNTERPARTS

This Agreement may be executed by the Parties in counterparts, and when executed by each of the Parties, each counterpart shall be deemed to be a part of this Agreement.

(END OF THIS PAGE)

12 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079

IN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be executed as of the dates written below.

THE CITY OF VICTORVILLE LM RASMUSSEN CONSTRUCTION, INC.

By:_______________________________ By:_________________________________ Debra Jones, Lars Rasmussen,
Mayor President

Dated:______________________________ Dated:______________________________

ATTEST

By:________________________________
Jennifer Thompson,
City Clerk

Dated:_____________________________

THE CITY OF VICTORVILLE APPROVED AS TO STANDARD FORM

By:________________________________ By:________________________________ John Preston, Andre de Bortnowsky,
Risk Manager City Attorney

Dated:______________________________ Dated:_____________________________

13 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079

EXHIBIT A

SCOPE OF WORK

C ity agrees to engage C ontractor and Contractor agrees to furnish all necessary labor, tools, materials, and equipment for and do the Work for the Project. The Work shall be performed in accordance with : (i) the Plans and Specifications and applicable Addenda (as generally described in the Request for Bid, Project Number CC23-079, for the Project, portions of which are attached hereto for ease of reference as Exhibit "A", and the entirety of which is currently on file in office of the City Clerk); and (ii) the prices set forth in Contractor’s Bid Proposal (attached as Exhibit "B").

14 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079

EXHIBIT A

CITY OF VICTORVILLE
CC23-079 EXELOO PREFABRICATED RESTROOM INSTALLATION

SCOPE OF WORK

The City of Victorville is requesting bids for the installation of an Exeloo, self -cleaning prefabricated restroom located at both, Center Street & Brentwood Parks. The scope of work shall include all materials and labor necessary for the installation only , as the City has proactively purchased the Exeloo Self- Cleaning Restroom.

The awarding contractor shall comply with all OSHA requirements and safety guidelines associated with the work within this contract. Contractor is also responsible to procure and post any required permits prior to the commencement of work which includes, but is not limited to, the City of Victorville.

The following are the minimum requirements for this project. All bids shall include a fully delivered restroom installation, meeting the following minimum specifications and requirements.

Any deviation or exception must be clearly noted, explained and included with your submitted bid.

PREFABRICATED RESTROOM
• Manufactured by Exeloo.
• Dimensions – approx. 18’ x 7.5’
• See attached drawings and specifications

PREPARATION
Contractor shall:
• Obtain all necessary permits and pay applicable fees. • Install a temporary fence surrounding the entire construction area for the duration of the project.
• Consistently coordinate and update city representatives on the construction schedule. • Provide two (2) weeks advanced written notice prior to the project start date in order for the City to locate and adjust irrigation in the affected areas. (Brentwood Park Site Only) • Remove grass and cap irrigation. Ensure all irrigation repairs are not run under hardscape. (Brentwood Park Site Only).
• Prep site and foundation base, construct grade beams and foundation per the manufacturer’s drawings.
• Extend existing utilities per the manufacturer’s drawings and the approved Precise Grading Plan. Backfill and compact all trenching using a sheeps foot, jumping jack compactor, or vibrating plate.
• Ensure a clear path for crane and delivery truck setup to within 30’ of the unit location.

INSTALLATION
Contractor shall:
• Coordinate delivery of the prefabricated restroom with Exeloo and the City. The delivery and crane rental is NOT to be included in the bid. Exeloo will deliver the prefabricated restroom and crane onto the foundation system. Exeloo has recommended to include 3 Laborers for an 8-hour shift on the day of delivery. This will cover the assistance needed in setting the restroom and the installation of the roof. 15 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079

• Provide final utility connections after the prefabricated restroom is set. (Sewer, Water, and Electrical).
• Install prefabricated foam-core roof panels and flashing per manufacturer’s instructions. • Install all flatwork to conform to applicable ADA codes/standard. • Connect all flatwork to existing sidewalks per the Precise Grading Plan. • Connect and repair all damaged irrigation. Ensure proper irrigation coverage around new restroom.
• Replace all damaged grass with Tall Fescue sod.
• Obtain all necessary inspections throughout the permit process.

CLEAN-UP/COMMISSIONING
Contractor shall:
• Properly remove excess spoils and construction debris. • Remove all temporary fencing from the site.
• Provide a final walkthrough with the Parks Department to ensure the irrigation system is operational and sod replacement is acceptable.
• Exeloo will test and commission the operation of the facility and remote communication, but the contractor shall be present to address any repairs that may be needed.

NOTES
• Due to the possibility of sidewalk damage during the prefabricated restroom delivery and cranage, the City is requesting a price per square foot for the flatwork replacement. This is included on the Bid Form of this RFB.
• The City will provide the necessary tree trimming and bollard removal for the crane and truck access.
16 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079

EXHIBIT B

BID PROPOSAL FORMS

See Attachment

EXHIBIT B
17/Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-078 17 Construction Agreement/LM Rasmussen Construction, Inc./Project CC23-079